CN211735766U

CN211735766U - Modular wood frame structure technical system

Info

Publication number: CN211735766U
Application number: CN201820092327.XU
Authority: CN
Inventors: 张延年
Original assignee: Shenyang Jianzhu University
Current assignee: Shenyang Jianzhu University
Priority date: 2018-01-19
Filing date: 2018-01-19
Publication date: 2020-10-23
Anticipated expiration: 2028-01-19

Abstract

The utility model provides a modularization wood frame construction technical system belongs to building technical field. The building floor comprises a foundation (1), a ground beam plate (2), a bottom layer modular floor system (3), a modular bearing external wall plate (4), a modular bearing internal wall plate (5), an integral reinforcing top beam plate (6), a modular floor system (7), a modular pitched roof external wall plate (8), a modular side-mounted floor system (9), a modular gable bearing external wall plate (10), a top layer integral reinforcing inclined top beam plate (11), a mid-span inclined T-shaped wood beam (12), a ridge double-T orthogonal wood beam (13), a modular roof plate (14), a ground anchor bolt (15) and a field nail (16); through a series of structures, the bearing has good stress performance. The method not only greatly reduces the field operation amount, shortens the construction period and reduces the cost, but also obviously reduces the operation difficulty, obviously reduces the skill requirement of construction workers and is beneficial to promoting the development of the wood structure technology.

Description

Modular wood frame structure technical system

Technical Field

The utility model belongs to the technical field of the building, especially, relate to a modularization wood frame construction technical system.

Background

Statistically, the construction industry consumes about 50% of energy, 42% of water resources, 50% of materials, and 48% of arable land on earth. Causing ecological imbalance, generating 24% air pollution, 50% greenhouse effect, 40% water pollution and 50% chlorofluorocarbon, etc., all over the world.

The green building plays a vital role in the aspects of environmental pollution treatment, energy conservation, emission reduction and industrial structure adjustment in China. In the past, many countries only pay attention to steel structures and concrete structures and neglect wood-structure green buildings in developing green buildings. The non-renewable and non-sustainable nature of steel, cement, plastics has become apparent. At present, many countries have acknowledged that wood construction and building materials processed by utilizing agricultural wastes are the right direction for sustainable development of the construction industry.

Therefore, it is necessary to systematically research and develop the green building with wood structure and the industrialization thereof, so that the building industry in China really realizes the green, recyclable and sustainable whole process.

Currently, light-weight wooden structures are used only in single-family homes and collective homes of 2 to 3 floors. The wood members form a structural frame and are wrapped with wood structural boards. The foundation of the light wood structure building is usually a concrete foundation, one floor is a wood floor or a concrete floor, the wood floor or the concrete floor is used as a platform to build a layer of wall, and the like. The light wood structure building is filled with heat insulation materials in the space of a roof and a wall body so as to achieve a good heat insulation effect. The roof and the wall surface are paved with waterproof materials to meet the requirements of water resistance and moisture resistance. The light wood structure building interior wallboard adopts the gypsum board in order to satisfy the fire prevention requirement, and the outer surface of outer wall can select multiple exterior finish materials such as coating, link plate, tiling. The light wood structure is connected with the nail by adopting small-size specification materials, and the multiple load transmission passages enable the light wood structure to have higher structural safety redundancy and high structural safety performance under the action of earthquake and strong wind.

The low-rise collective housing and the single-family housing adopt the same technology and need to meet the same building standard, and the individual wall is made of material components which reach the fire-proof grade specified by the standard. The area per household is typically between 100 and 300 square meters.

At present, the nailing position of a wood frame structure technical system is arranged inside a wallboard or a floor slab, so that the wallboard or the floor slab is difficult to be prefabricated in a factory, most of work is finished on a construction site, and the construction period is long and the cost is high. In order to significantly reduce the amount of field work, shorten the construction period, and reduce the cost, it is necessary to develop a series of modular technologies.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a long service life, environmental protection, circulated use's modularization wood frame structure technical system adopts the modularization technique, and the overwhelming majority work is accomplished at the mill, only carries out simple nail operation of executing at the scene, not only reduces the field operation volume by a wide margin, reduction of erection time, reduce cost, and the operation degree of difficulty is showing and is reducing moreover, also is showing the reduction to constructor's technical requirement, is favorable to promoting the development of timber structure technique.

In order to realize the purpose, the utility model discloses a technical scheme be:

the modular wood frame structure technical system comprises a foundation (1), a ground beam plate (2), a bottom layer modular floor system (3), a modular bearing external wall plate (4), a modular bearing internal wall plate (5), an integral reinforced top beam plate (6), a modular floor system (7), a modular pitched roof external wall plate (8), a modular side-mounted floor system (9), a modular gable bearing external wall plate (10), a top layer integral reinforced inclined top beam plate (11), a mid-span inclined T-shaped wood beam (12), a ridge double-T orthogonal wood beam (13), a modular roof plate (14), a ground anchor bolt (15) and a field nail (16);

basis (1) is connected with ground beam board (2):

pre-burying anchor bolts (15) in the foundation (1), and connecting the floor beam plate (2) with the foundation (1); the surrounding ground beam plates (2) are flush with the foundation (1) on the outdoor side, and extend out of the foundation (1) on the indoor side; indoor floor beam plates (2) extend out of the foundation (1); the part of the beam slab (2) extending out of the foundation (1) is a bottom nailing area (2-1); the anchoring plate body (2-2) of the floor beam plate (2) is connected to the foundation (1) through a ground anchor bolt (15), and a mortar layer or a foam cushion is arranged between the foundation (1) and the anchoring plate body (2-2); the outer edge of the indoor ground beam plate (2) at the periphery is a top nailing region (2-3);

laying a bottom layer modular floor (3) on the ground beam plate (2), laying a bottom layer modular floor angle plate (3-1) at the corner, and laying a bottom layer modular floor side span middle plate (3-2) at other positions of the side span; laying bottom layer modular floor intermediate span side plates (3-3) at two ends of the intermediate span, and laying bottom layer modular floor intermediate span intermediate plates (3-4) at other positions of the intermediate span;

the transverse connection of the bottom layer modular floor (3):

laterally nailing on a connecting field nailing region (3-1-18) between lateral plates at the bottom of the bottom layer modular floor system (3), and transversely connecting each plate of a bottom layer modular floor system corner plate (3-1), a bottom layer modular floor system side span middle plate (3-2), a bottom layer modular floor system middle span side plate (3-3) and a bottom layer modular floor system middle span middle plate (3-4);

the bottom layer modular floor (3) is longitudinally connected:

connecting spot nailing areas (3-1-19) between beam upper plates at the bottom of the bottom layer modular floor (3) for laterally nailing, and longitudinally connecting plates of a bottom layer modular floor angle plate (3-1), a bottom layer modular floor side span middle plate (3-2), a bottom layer modular floor middle span side plate (3-3) and a bottom layer modular floor middle span middle plate (3-4);

the bottom layer modular floor (3) is connected with the floor beam plate (2):

the lower parts of a bottom layer modular floor corner plate (3-1), a bottom layer modular floor side span middle plate (3-2) and a bottom layer modular floor middle span side plate (3-3) are connected with a top field nailing region (3-1-15) to be nailed downwards to form a field nail (16) outside a room; connecting a bottom layer modular floor corner plate (3-1), a bottom layer modular floor side span middle plate (3-2) and a bottom layer modular floor middle span side plate (3-3) with surrounding ground beam plates (2); after the plates are longitudinally connected, inserting a postposition additional beam plate connecting reinforcing plate (3-1-9) between a beam plate (2) where the longitudinal connection is located and a bottom layer modular floor (3), applying nails upwards in a nail applying area (2-1) at the bottom of the beam plate (2), and connecting the bottom layer modular floor corner plate (3-1), the bottom layer modular floor side span middle plate (3-2), the bottom layer modular floor middle span side plate (3-3), the bottom layer modular floor middle span middle plate (3-4) and the postposition additional beam plate connecting reinforcing plate (3-1-9) with the beam plate (2);

modularization bearing side fascia (4) and the connection of bottom modularization superstructure (3): respectively erecting the modular bearing external wall panel (4) on a bottom layer modular floor (3), applying nails downwards in a bottom connection field nailing region (4-1-20), connecting the modular bearing external wall panel (4) with the bottom layer modular floor (3), and adding an interlayer anchor bolt (17) to strengthen the connection of the modular bearing external wall panel and the bottom layer modular floor when the lateral force resistance strength is insufficient;

wallboard (5) and bottom modularization superstructure (3) are connected in the modularization bearing: respectively erecting the modular bearing inner wall boards (5) on the bottom layer modular floor (3), applying nails downwards in the bottom connection field nailing areas (5-1-15), and connecting the modular bearing inner wall boards (5) with the bottom layer modular floor (3);

the modular load-bearing external wall panels (4) are connected with each other: laterally nailing in a nailing area (4-1-21) in the longitudinal connection field of two adjacent modular load-bearing external wall panels (4) to longitudinally connect the modular load-bearing external wall panels (4);

laterally nailing in a longitudinal connection on-site nailing area (4-1-21) of a modular load-bearing external wall panel (4), and nailing into a corner reinforcing plate (4-1-13) of a modular external wall panel (4-2) for the L-shaped wall to form the L-shaped wall;

the connection between wallboard (5) and the connection of wallboard (5) and modularization bearing side fascia (4) in the modularization bearing in between wallboard (5) and the modularization bearing: laterally nailing in a longitudinal connecting field nailing area (5-1-16) of the adjacent modular load-bearing inner wall boards (5) to connect the two longitudinally;

laterally nailing in a longitudinal connecting field nailing area (5-1-16) of the modular load-bearing inner wallboard (5), and nailing into a corner reinforcing plate (5-1-10) of the modular inner wallboard (5-2) for the L-shaped wall to form the L-shaped inner wall;

laterally nailing in a longitudinal connecting field nailing area (5-1-16) of the modular load-bearing inner wall board (5), nailing a vertical plate to connect a T-shaped wall, and connecting a T-shaped wall of the modular inner wall board (5-3) with a reinforced vertical plate (5-1-11), or nailing a transverse plate to connect a T-shaped wall, and connecting a T-shaped wall of the modular inner wall board (5-4) with a reinforced transverse plate (5-1-12) to form a T-shaped inner wall;

laterally nailing in a longitudinal connecting field nailing area (5-1-16) of the modular load-bearing inner wallboard (5), nailing a vertical plate to connect a T-shaped wall of the modular outer wallboard (4-3) for the T-shaped wall to connect a reinforced vertical plate (4-1-14), or nailing a transverse plate to connect a T-shaped wall of the modular outer wallboard (4-4) for the T-shaped wall to connect a reinforced transverse plate (4-1-15) to form a T-shaped wall;

modularization bearing side fascia (4), interior wallboard of modularization bearing (5) and whole enhancement beam slab (6), the connection of modularization superstructure (7): the modular load-bearing external wall panels (4), the modular load-bearing internal wall panels (5) and the bottom modular floor (3) are connected, and after the modular load-bearing external wall panels (4), the modular load-bearing internal wall panels (5) and the modular load-bearing external wall panels (4) and the modular load-bearing internal wall panels (5) are connected, the integral reinforcing top beam plate (6) is respectively nailed and shot on the horizontal top beam plate (4-1-1) at the top of the modular load-bearing external wall panel (4) and the horizontal top beam plate (5-1-1) at the top of the modular load-bearing internal wall panel (5); the modular floor (7) is placed on the integral reinforced top beam plate (6), the top connection field nailing region (4-1-19) of the modular bearing external wall plate (4) and the top connection field nailing region (5-1-14) of the modular bearing internal wall plate (5) are respectively nailed upwards, and the modular bearing external wall plate (4) and the modular bearing internal wall plate (5) are respectively connected with the integral reinforced top beam plate (6) and the modular floor (7);

modularization pitched roof side fascia (8), modularization gable bearing side fascia (10) and being connected of modularization superstructure (7): respectively installing a top nailing region (10-1-20) at the lower part of a modular slope top external wall plate (8) and a roof connection bottom on-site nailing region (8-1-18) and a modular gable bearing external wall plate (10) for downwards nailing, and connecting the modular slope top external wall plate (8), the modular gable bearing external wall plate (10) and a modular floor (7);

wallboard (5), modularization top of slope side fascia (8) and modularization gable bearing side fascia (10) are connected between in the modularization bearing: laterally nailing on a wallboard connecting lateral on-site nailing region (8-1-20) of the adjacent modular pitched roof external wall panel (8), and longitudinally connecting the modular pitched roof external wall panels (8); laterally nailing in a lateral on-site nailing area (8-1-20) connected with a wallboard of the modular slope top external wall panel (8), or laterally nailing in a lateral nailing area (10-1-22) connected between plates of the modular gable bearing external wall panel (10), and nailing into a corner reinforcing plate (8-1-13) of the modular slope top external wall panel (8-2) for the L-shaped wall to form the L-shaped wall body; laterally nailing in a longitudinal connecting field nailing area (5-1-16) of the modular load-bearing inner wallboard (5), nailing a vertical plate to connect a T-shaped wall and connecting a T-shaped wall of the modular pitched roof outer wallboard (8-3) with a reinforced vertical plate (8-1-14), or nailing a transverse plate to connect a T-shaped wall and connecting a T-shaped wall of the modular pitched roof outer wallboard (8-4) with a reinforced transverse plate (8-1-15) to form a T-shaped wall body;

the connection between modularization gable bearing side fascia (10): the modular wood frame structure gable trapezoidal plate (10-2) is positioned in the middle, modular wood frame structure gable trapezoidal plates (10-1) are respectively arranged at two sides of the modular wood frame structure gable trapezoidal plate, lateral nails are applied to the lateral nail applying areas (10-1-22) between the plates, the lateral nails are nailed into the adjacent plates to connect the lateral nail applying areas (10-1-22), and the modular wood frame structure gable trapezoidal plate (10-1) is connected with the modular wood frame structure gable trapezoidal plate (10-2);

the modular side-mounted floor (9) is connected: connecting lateral nailing areas (9-1-13) between lateral plates of laterally adjacent modular side-mounted floor systems (9) to laterally connect the adjacent modular side-mounted floor systems (9); connecting nail applying areas (9-1-14) between beam upper plates of longitudinally adjacent modular side-mounted floor systems (9) for laterally applying nails, and longitudinally connecting the modular side-mounted floor systems (9);

modularization side dress superstructure (9) and modularization bearing interior wallboard (5), modularization top of slope side fascia (8) and modularization gable bearing side fascia (10): laterally nailing in a lateral plate lateral nailing area (9-1-15) of the modular side-mounted floor (9), nailing into a top floor mounting plate (8-1-16) of the modular pitched roof external wall panel (8), and connecting the modular side-mounted floor (9) with the modular pitched roof external wall panel (8); laterally nailing in a longitudinal plate lateral nailing area (9-1-16) of the modular side-mounted floor (9), nailing into a top floor mounting plate (10-1-12) of the modular gable bearing external wall plate (10), and connecting the modular gable bearing external wall plate (10) with the modular side-mounted floor (9);

after the longitudinal connection of the modular side-mounted floor (9) is completed, a postposition additional beam plate connecting reinforcing plate (9-1-9) is inserted between the modular side-mounted floor (9) and the modular bearing inner wallboard (5), nails are upwards applied to a top connecting field nailing region (5-1-14), and the modular side-mounted floor (9) is connected with the modular bearing inner wallboard (5);

stride middle oblique T shape timber beams (12), two T quadrature timber beams (13) of roof ridge and be connected with modularization gable bearing side fascia (10): respectively placing a T-shaped wood beam (12) and a ridge double-T orthogonal wood beam (13) into a beam supporting port (10-1-8) of a modular gable bearing external wall panel (10), respectively nailing in an on-site nailing region (12-3) in a roof panel span and an on-site nailing region (13-3) in a roof panel ridge connecting field, obliquely downwards nailing, and connecting the T-shaped wood beam (12) obliquely arranged in the span and the ridge double-T orthogonal wood beam (13) with the modular gable bearing external wall panel (10);

modularization roof board (14) and modularization pitched roof side fascia (8), modularization gable bearing side fascia (10), the top layer is whole strengthens putting a roof beam board (11) to one side, strides the connection of putting T shape timber beams (12), two T quadrature timber beams (13) of ridge to one side:

the top layer integral reinforced inclined top beam plate (11) is nailed downwards in an inclined mode, the modularized pitched top external wall plate (8) is nailed in, and the modularized pitched top external wall plate (8) is connected with the top layer integral reinforced inclined top beam plate (11); nailing the top floor mounting plate (8-1-16) of the modular pitched roof external wall panel (8) in an oblique direction, and nailing the top floor mounting plate into a wall panel connecting plate (14-1-14) of the modular roof panel (14); the nailing part of the top floor mounting plate (8-1-16) is a wallboard and roof connection bottom on-site nailing region (8-1-18), and the nailing part of the wallboard connecting plate (14-1-14) is a wallboard connection on-site nailing region (14-1-21); connecting the wallboard connecting plate (14-1-14) with the top floor mounting plate (8-1-16); nailing laterally in a site nailing region (14-1-26) of a wallboard reinforcing clamping plate of a reinforcing wall connecting clamping plate (14-1-18), and nailing into a top layer to integrally reinforce the inclined top beam plate (11); connecting the modular pitched roof external wall panel (8), the top layer integral reinforced inclined top beam panel (11) and the modular roof panel (14);

the top layer integral reinforced inclined top beam plate (11) is nailed obliquely downwards, the modular gable bearing external wall plate (10) is nailed, and the modular gable bearing external wall plate (10) is connected with the top layer integral reinforced inclined top beam plate (11); nailing is carried out in the oblique top beam plate (10-1-3) of the modular gable load-bearing external wall plate (10) in the oblique direction, and the modular roof plate (14) is nailed, namely the gable connecting plate (14-1-20) of the modular upper ridge gable roof plate (14-1) and the modular lower ridge gable roof plate (14-3) is nailed; connecting a modular gable bearing external wall panel (10), a top layer integral reinforced inclined top beam panel (11) and a modular roof panel (14);

the method comprises the steps that a site nailing region (12-3) is connected in a span-middle way and nailed upwards obliquely to a roof board of a middle-span inclined T-shaped wood beam (12), the middle-span beam of a middle-span beam connecting plate (14-1-13) of a modular roof board (14) is nailed into the site nailing region (14-1-22), the side nailing region (14-1-27) of a middle-span beam reinforcing clamp plate of a reinforcing beam connecting clamp plate (14-1-19) is nailed laterally, a reinforcing connecting plate (12-2) of the middle-span inclined T-shaped wood beam (12) is nailed into the roof board of the middle-span inclined T-shaped wood beam (12), and the middle-span inclined T-shaped wood beam (12) and the modular roof board (14) are;

nailing is carried out obliquely upwards in a roof board ridge connecting field nailing region (13-3) of the ridge double-T orthogonal wood beam (13), the ridge beam of a ridge beam connecting plate (14-1-12) nailed into the modularized roof plate (14) is connected with a field nailing region (14-1-23), and the ridge double-T orthogonal wood beam (13) is connected with the modularized roof plate (14);

connection between modular roof panels (14): connecting lateral nails of rafters (14-1-4) at the plate edges of adjacent modular roof plates (14), nailing the lateral nails into the adjacent plate edge connecting rafters (14-1-4), and connecting the modular roof plates (14) laterally; the modular lower ridge gable roof board (14-3) and the top ridge board (14-1-1) of the modular lower ridge standard roof board (14-4) are respectively close to the modular upper ridge gable roof board (14-1) and the top ridge board (14-1-1) and the ridge-spanning connecting board (14-1-11) of the modular upper ridge standard roof board (14-2), and are respectively nailed obliquely upwards on the ridge board (14-1-1) of the modular lower ridge gable roof board (14-3) and the modular lower ridge standard roof board (14-4), and are respectively nailed into the ridge board (14-1-1) of the modular upper ridge gable roof board (14-1) and the ridge board (14-2); nails are applied to the roof board ridge connecting field nailing areas (13-3) of the roof board double-T orthogonal wood beams (13), and the modularized roof boards (14) are connected on the roof board double-T orthogonal wood beams (13).

Further, the bottom layer modular floor system (3) comprises a bottom layer modular floor system corner plate (3-1), a bottom layer modular floor system side span middle plate (3-2), a bottom layer modular floor system middle span side plate (3-3) and a bottom layer modular floor system middle span middle plate (3-4);

the bottom layer modular floor angle plate (3-1) is a rectangular plate, wherein the top of the longitudinal outer side is an upper longitudinal wall connecting plate (3-1-1) with a horizontal plate surface, the bottom of the longitudinal wall connecting plate is a lower longitudinal beam connecting plate (3-1-6) with a horizontal plate surface, and the plate surfaces of the upper longitudinal wall connecting plate and the lower longitudinal beam connecting plate are parallel and are vertically corresponding; along the length direction of the two, the frame beams (3-1-10) are positioned between the two and are respectively and vertically connected with the two; one sixth to one fourth of the width of the upper longitudinal wall connecting plate (3-1-1) and the lower longitudinal beam connecting plate (3-1-6) are exposed outside the plates, the parts exposed outside the plates are respectively an upper wall connecting wall external field nailing region (3-1-20) and a lower connecting bottom field nailing region (3-1-21), the width of the upper wall connecting wall external field nailing region and the width of the lower connecting bottom field nailing region are equal to the thickness of the plates, and a plurality of arc-shaped ventilation openings (3-1-16) which are uniformly distributed are respectively formed;

the longitudinal inner side is provided with a lateral inter-plate connecting plate (3-1-3) with a vertical plate surface, uniformly distributed in-plate joists (3-1-11) are arranged between the lateral inter-plate connecting plate (3-1-3) and the frame beams (3-1-10) which are parallel to each other, and the lateral inter-plate connecting plate (3-1-3), the frame beams (3-1-10) and the in-plate joists (3-1-11) are respectively parallel; a plurality of end cross braces (3-1-13) which are mutually vertical and are uniformly distributed are arranged between the frame beam (3-1-10) and the in-plate joist (3-1-11); in-board transverse struts (3-1-14) which are vertical to the in-board joists (3-1-11) and the in-board joists (3-1-11) are respectively arranged between the in-board joists (3-1-11) and between the lateral inter-board connecting plates (3-1-3) and the in-board joists (3-1-11);

the end parts of one end of the lateral inter-plate connecting plate (3-1-3), the frame beam (3-1-10) and the intra-plate joist (3-1-11) are respectively and vertically connected with the end sealing plate (3-1-17); the end sealing plate (3-1-17) is vertical in plate surface, the top of the end sealing plate is provided with an upper transverse wall connecting plate (3-1-2) vertical to the end sealing plate, the bottom of the end sealing plate is provided with a lower cross beam connecting plate (3-1-7) vertical to the end sealing plate, the upper transverse wall connecting plate (3-1-2) and the lower cross beam connecting plate (3-1-7) are parallel to each other and correspond to each other up and down, one sixth to one fourth of the plate width is exposed outside the plate, the parts exposed outside the plate are an upper wall connecting wall on-site nailing region (3-1-20) and a lower connecting bottom on-site nailing region (3-1-21), the widths of the two regions are equal to the plate thickness, and a plurality of arc-shaped ventilation openings (3-1-16;

the end parts of the other ends of the lateral inter-plate connecting plates (3-1-3), the frame beams (3-1-10) and the in-plate joists (3-1-11) are respectively and vertically connected with the beam upper inter-plate connecting plates (3-1-5); an upper and lower connecting and reinforcing cross brace (3-1-12) parallel to the upper beam inter-plate connecting plate (3-1-5) is arranged between the lateral inter-plate connecting plate (3-1-3), the frame beam (3-1-10) and the in-plate joist (3-1-11) and close to the inner side of the upper beam inter-plate connecting plate (3-1-5), and the upper and lower connecting and reinforcing cross braces (3-1-12) are connected to form a straight line;

the top surfaces of an upper longitudinal wall connecting plate (3-1-1), an upper transverse wall connecting plate (3-1-2), a lateral inter-plate connecting plate (3-1-3), an in-plate joist (3-1-11), an upper and lower connecting reinforcing cross brace (3-1-12), an end cross brace (3-1-13) and an in-plate cross brace (3-1-14) are flush and are connected with a top surface covering panel (3-1-4); the bottom surfaces of the frame beams (3-1-10), the in-plate joists (3-1-11), the end sealing plates (3-1-17), the upper and lower connecting reinforcing cross braces (3-1-12), the end cross braces (3-1-13) and the in-plate cross braces (3-1-14) are flush and are connected with the bottom surface covering plates (3-1-8);

the bottom surfaces of the lateral inter-plate connecting plate (3-1-3), the beam upper inter-plate connecting plate (3-1-5), the lower longitudinal beam connecting plate (3-1-6) and the lower cross beam connecting plate (3-1-7) are flush, and the heights of the exposed bottom surface covering plates (3-1-8) are equal; exposed parts of the lateral inter-plate connecting plates (3-1-3) form lateral inter-plate connecting field nailing regions (3-1-18), and exposed parts of the beam upper inter-plate connecting plates (3-1-5) form beam upper inter-plate connecting field nailing regions (3-1-19);

filling heat-insulating and sound-insulating materials in a space surrounded by the lateral inter-plate connecting plate (3-1-3), the top surface covering plate (3-1-4), the beam upper inter-plate connecting plate (3-1-5), the bottom surface covering plate (3-1-8), the frame beam (3-1-10) and the end sealing plate (3-1-17);

the thickness of an upper longitudinal wall connecting plate (3-1-1), an upper transverse wall connecting plate (3-1-2), a lateral inter-plate connecting plate (3-1-3), a beam upper inter-plate connecting plate (3-1-5), a lower longitudinal beam connecting plate (3-1-6), a lower cross beam connecting plate (3-1-7), a rear additional beam plate connecting reinforcing plate (3-1-9), a frame beam (3-1-10), an in-plate joist (3-1-11), an up-down connecting reinforcing transverse strut (3-1-12), an end transverse strut (3-1-13), an in-plate transverse strut (3-1-14) and a sealing end plate (3-1-17) are the same, and the width is integral multiple of the thickness;

the arc-shaped air vents (3-1-16) are semicircular, the edges of the openings are in smooth transition by adopting reverse arcs, and the radius of the arcs is 8mm-12 mm; the distance between the arc-shaped ventilation openings (3-1-16) is 400mm-600 mm;

the difference between the bottom layer modularization floor side span middle plate (3-2) and the bottom layer modularization floor angle plate (3-1) is as follows: lateral inter-plate connecting plates (3-1-3) are respectively arranged at the longitudinal two sides of the edge span middle plate (3-2) of the bottom layer modular floor, and in-plate joists (3-1-11) are uniformly distributed among the lateral inter-plate connecting plates (3-1-3); in-board crossbars (3-1-14) which are vertical to the side inter-board connecting plates (3-1-3) and the in-board joists (3-1-11) are respectively arranged between the side inter-board connecting plates (3-1-3) and the in-board joists (3-1-11);

the difference between the side span plate (3-3) in the middle of the bottom layer modular floor system and the bottom layer modular floor system corner plate (3-1) is as follows: the end parts of two ends of the lateral inter-plate connecting plate (3-1-3), the frame beam (3-1-10) and the in-plate joist (3-1-11) are respectively vertically connected with the beam upper inter-plate connecting plate (3-1-5);

the difference between the middle span plate (3-4) of the bottom layer modular floor system and the middle span plate (3-3) of the bottom layer modular floor system is as follows: the two longitudinal sides are respectively provided with a lateral inter-plate connecting plate (3-1-3).

Furthermore, the modular load-bearing external wall panel (4) comprises a typical modular external wall panel (4-1), an L-shaped modular external wall panel (4-2), a modular external wall panel (4-3) for a vertical plate connecting T-shaped wall and a modular external wall panel (4-4) for a transverse plate connecting T-shaped wall;

the left end and the right end of a typical modular external wall panel (4-1) are respectively provided with a vertical panel edge stud (4-1-2), and the left and the right panel edge studs (4-1-2), a bottom horizontal bottom beam panel (4-1-3) and a top horizontal top beam panel (4-1-1) enclose a rectangular external frame; the plate inner wall studs (4-1-9) are uniformly distributed among the plate edge wall studs (4-1-2), wherein the plate inner wall studs (4-1-9) at two ends are respectively close to the plate edge wall studs (4-1-2); the top and the bottom of the inner wall skeleton column (4-1-9) are respectively connected with the horizontal top beam plate (4-1-1) and the bottom beam plate (4-1-3); the inner side and the outer side of the inner wallboard stud (4-1-9) are respectively nailed with an indoor wallboard (4-1-4) and an outdoor wallboard (4-1-7);

two inner wall studs (4-1-9) which are tightly close to the wall studs (4-1-2) on the plate edges are directly connected with the indoor wall panel (4-1-4) and the outdoor wall panel (4-1-7) by nails, the other inner wall studs (4-1-9) on the corresponding positions, the gypsum board is nailed and shot at the outer side of the indoor wall panel (4-1-4) to install wood strips (4-1-6), and the outer side of the outdoor wall panel (4-1-7) is nailed and shot along the water plate (4-1-5); a horizontal top beam plate (4-1-1), a plate edge wall bone column (4-1-2), a bottom beam plate (4-1-3) and a gypsum board mounting batten (4-1-6) are vertically and horizontally arranged at one indoor side; the horizontal top beam plate (4-1-1), the plate edge wall bone column (4-1-2), the bottom beam plate (4-1-3) and the water board (4-1-5) are vertically and horizontally arranged at one outdoor side;

the horizontal top beam plate (4-1-1), the plate edge wall bone column (4-1-2) and the bottom beam plate (4-1-3) are exposed out of the plate surface at both the indoor side and the outdoor side; the exposed part of the horizontal top beam plate (4-1-1) is a top connection field nailing region (4-1-19), the exposed part of the plate edge wall bone column (4-1-2) is a longitudinal connection field nailing region (4-1-21), and the exposed part of the bottom beam plate (4-1-3) is a bottom connection field nailing region (4-1-20);

vent holes (4-1-10) are formed in the top connecting field nailing region (4-1-19) and the bottom connecting field nailing region (4-1-20) on the outdoor side of the horizontal top beam plate (4-1-1) and the bottom beam plate (4-1-3), and the vent holes (4-1-10) are aligned and communicated from bottom to top; the positions which are one fourth to one third away from the two ends of the wall panel are respectively positioned at the indoor side of the indoor wall panel (4-1-4), and 4 hoisting holes (4-1-11) are arranged at the outdoor side of the outdoor wall panel (4-1-7);

a series of cavities surrounded by plate edge wall bone columns (4-1-2), bottom beam plates (4-1-3), horizontal top beam plates (4-1-1), indoor wall panels (4-1-4), outdoor wall panels (4-1-7) and plate inner wall bone columns (4-1-9) are filled with inner filling heat-insulating materials (4-1-8);

the modular external wall panel (4-2) for the L-shaped wall is different from the typical modular external wall panel (4-1) in that: a corner reinforcing plate (4-1-13) is additionally arranged at the inner corner of the plate, the top of the corner reinforcing plate (4-1-13) is connected with a horizontal top beam plate (4-1-1), the bottom of the corner reinforcing plate is connected with a bottom beam plate (4-1-3), and the side end face of the corner reinforcing plate is respectively connected with a plate edge wall bone column (4-1-2) and an in-plate wall bone column (4-1-9); the side end faces and the indoor side of the plate edge wall bone column (4-1-2) form a lateral connection site nailing region (4-1-22), and the side, away from the plate edge wall bone column (4-1-2), of the corner reinforcing plate (4-1-13) is the lateral connection site nailing region (4-1-22);

the modular external wall panel (4-3) for the vertical plate connecting T-shaped wall is different from the typical modular external wall panel (4-1) in that: replacing one gypsum board mounting batten (4-1-6) with a T-shaped wall connecting and reinforcing vertical plate (4-1-14) on one indoor side, wherein the T-shaped wall connecting and reinforcing vertical plate (4-1-14) is respectively connected with a horizontal top beam plate (4-1-1), a bottom beam plate (4-1-3) and an inner wall skeleton column (4-1-9); two side edges of the T-shaped wall connecting reinforced vertical plates (4-1-14) are lateral connecting field nailing areas (4-1-22);

the modular external wall panel (4-4) for the transverse plate connecting T-shaped wall is different from a typical modular external wall panel (4-1) in that: two adjacent gypsum board mounting battens (4-1-6) are replaced by a plurality of horizontal, mutually parallel and evenly distributed T-shaped wall connecting and reinforcing transverse plates (4-1-15) at one indoor side, and the T-shaped wall connecting and reinforcing transverse plates (4-1-15) are connected with the inner wall studs (4-1-9).

Further, the modular load-bearing inner wall board (5) comprises a typical modular inner wall board (5-1), a modular inner wall board (5-2) for an L-shaped wall, a modular inner wall board (5-3) for a vertical plate connecting T-shaped wall and a modular inner wall board (5-4) for a transverse plate connecting T-shaped wall;

the typical modular inner wall plate (5-1) is a rectangular outer frame surrounded by a horizontal top beam plate (5-1-1), two vertical plate edge wall bone columns (5-1-2) and a horizontal bottom beam plate (5-1-3);

a plurality of in-board wall studs (5-1-5) which are parallel to each other and are evenly distributed are arranged between two vertical board edge wall studs (5-1-2), the in-board wall studs (5-1-5) at two ends are tightly leaned against the board edge wall studs (5-1-2), sound insulation materials (5-1-13) are filled between the inner wall studs (5-1-5) of the board, and indoor wall panels (5-1-4) are nailed at two sides of the inner wall studs (5-1-5) of the board and the sound insulation materials (5-1-13), nailing gypsum board mounting battens (5-1-6) at the two sides of the corresponding positions of the other board inner wall studs (5-1-5) except the two board inner wall studs (5-1-5);

the horizontal top beam plate (5-1-1), the plate edge wall bone column (5-1-2), the bottom beam plate (5-1-3) and the gypsum board mounting batten (5-1-6) are vertically flush at two sides;

the parts of the two sides of the horizontal top beam plate (5-1-1) extending out of the plate surface are top connection field nailing areas (5-1-14); the parts of the two sides of the bottom beam plate (5-1-3) extending out of the plate surface are bottom connection field nailing areas (5-1-15); the parts of the two sides of the plate edge wall bone columns (5-1-2) extending out of the plate surface are longitudinal connection on-site nailing areas (5-1-16);

the modular interior wall panel (5-2) for the L-shaped wall is distinguished from the typical modular interior wall panel (5-1) by: a corner reinforcing plate (5-1-10) is additionally arranged at the inner corner of the plate, the top of the corner reinforcing plate (5-1-10) is connected with a horizontal top beam plate (5-1-1), the bottom of the corner reinforcing plate is connected with a bottom beam plate (5-1-3), and the side end face of the corner reinforcing plate is respectively connected with a plate edge wall bone column (5-1-2) and an in-plate wall bone column (5-1-5); the side end faces and the indoor side of the plate edge wall bone column (5-1-2) form a lateral connection site nailing region (5-1-17), and one side of the corner reinforcing plate (5-1-10) far away from the plate edge wall bone column (5-1-2) is a lateral connection site nailing region (5-1-17);

the modular inner wall board (5-3) for the T-shaped wall connected by the vertical plates is different from the typical modular inner wall board (5-1) in that: the modular inner wall board (5-3) for connecting the vertical board with the T-shaped wall is arranged at one indoor side, one gypsum board mounting batten (5-1-6) is replaced by a T-shaped wall connecting reinforced vertical board (5-1-11), and the T-shaped wall connecting reinforced vertical board (5-1-11) is respectively connected with the horizontal top beam board (5-1-1), the bottom beam board (5-1-3) and the inner wall skeleton column (5-1-5); two side edges of the T-shaped wall connecting reinforced vertical plates (5-1-11) are lateral connecting field nailing areas (5-1-17);

the modular inner wall board (5-4) for the transverse board connecting T-shaped wall is different from the typical modular inner wall board (5-1) in that: two adjacent gypsum board mounting battens (5-1-6) are replaced by a plurality of horizontal, mutually parallel and evenly distributed T-shaped wall connecting and reinforcing transverse plates (5-1-12) at one indoor side, and the T-shaped wall connecting and reinforcing transverse plates (5-1-12) are connected with the inner wall studs (5-1-5).

Furthermore, the modular pitched roof external wall panel (8) comprises a typical modular pitched roof external wall panel (8-1), a modular pitched roof external wall panel (8-2) for an L-shaped wall, a modular pitched roof external wall panel (8-3) for a vertical plate connecting T-shaped wall and a modular pitched roof external wall panel (8-4) for a transverse plate connecting T-shaped wall;

the bottom ends of two vertical plate edge trapezoidal wall bone columns (8-1-2) of a typical modular slope top external wall plate (8-1) are respectively connected with a horizontal bottom beam plate (8-1-3), the top ends of the two vertical plate edge trapezoidal wall bone columns are respectively connected with a slope top panel (8-1-1), and 4 plates form a frame in a surrounding mode, and the projection of the frame to an indoor or outdoor vertical plane is rectangular; the side projection is a right trapezoid;

the plate edge trapezoidal wall bone columns (8-1-2) are the same right-angle trapezoidal plates, the bottoms of the plate edge trapezoidal wall bone columns are two right angles, one indoor side of the top is higher than one outdoor side, and the slope of the top is preferably 45 degrees; the slope top panel (8-1-1) is connected with the plate edge trapezoidal stud (8-1-2), and the slope of the top surface is the same as that of the plate edge trapezoidal stud (8-1-2);

the bottom beam plate (8-1-3) and the slope top panel (8-1-1) extend to two ends of the plate, the two plate edge trapezoidal wall bone columns (8-1-2) are positioned between the bottom beam plate (8-1-3) and the slope top panel (8-1-1), the bottom beam plate (8-1-3) and the two plate edge trapezoidal wall bone columns (8-1-2) are connected by iron nails (8-1-12) used in factories, the nails are vertically nailed into the plate edge trapezoidal wall bone columns (8-1-2) by the bottom beam plate (8-1-3), the number of nails applied to each connection point is 3-5, the nails are arranged in a row and are uniformly distributed, the slope top panel (8-1-1) and the two plate edge trapezoidal wall columns (8-1-2) are connected by the iron nails (8-1-12) used in factories, nails are all vertically nailed into the trapezoidal wall skeleton columns (8-1-2) at the edges of the plate by the top panel (8-1-1) of the slope, 3-5 nails are applied to each connecting point, and the nails are arranged in a row and are uniformly distributed;

a plurality of in-board trapezoidal wall skeleton columns (8-1-9) which are uniformly distributed and are parallel to each other are arranged between the board edge trapezoidal wall skeleton columns (8-1-2), the in-board trapezoidal wall skeleton columns (8-1-9) are in a right-angle trapezoid shape, two right angles are positioned at the bottom, the slope of the top surface is the same as that of the board edge trapezoidal wall skeleton columns (8-1-2), and the in-board trapezoidal wall skeleton columns (8-1-9) at the two ends are tightly close to the board edge trapezoidal wall skeleton columns (8-1-2); filling heat-insulating materials (8-1-8) between the inner trapezoidal wall skeleton columns (8-1-9) of the board and the trapezoidal wall skeleton columns (8-1-2) of the board edges;

the width of the plate inner trapezoidal wall stud (8-1-9) is smaller than that of the plate edge trapezoidal wall stud (8-1-2), an outdoor wall panel (8-1-7) is nailed at the outdoor side of the plate inner trapezoidal wall stud (8-1-9), and an indoor wall panel (8-1-4) is nailed at the indoor side;

the outdoor side of the outdoor wall panel (8-1-7), and frames surrounded by the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3) and the slope top panel (8-1-1) extend out to the outdoor side; a frame surrounded by the trapezoid wall stud (8-1-2) at the plate edge, the bottom beam plate (8-1-3) and the slope top panel (8-1-1) extends out to the outdoor side at the indoor side of the indoor wall panel (8-1-4), and the extending width is preferably equal to the thickness of the trapezoid wall stud (8-1-2) at the plate edge; the exposed parts of the two sides of the trapezoid wall studs (8-1-2) at the plate edges form a wall plate connecting side field nailing region (8-1-20), the exposed parts of the two sides of the bottom beam plates (8-1-3) at the indoor and outdoor sides form a wall plate and floor plate connecting top field nailing region (8-1-17), and the exposed parts of the two sides of the slope top panel (8-1-1) at the indoor and outdoor sides form a wall plate and roof connecting bottom field nailing region (8-1-18);

horizontally arranged top floor mounting plates (8-1-16) are nailed at the position with the height being the top floor height on one indoor side, the top floor mounting plates (8-1-16) are respectively connected with the trapezoidal wall bone columns (8-1-9) in the plate by iron nails (8-1-12) used by factories, and lateral field nailing areas (8-1-19) for top floor mounting are respectively formed at the upper part and the lower part of the top floor mounting plates (8-1-16); on the upper surface and the lower surface of the top floor mounting plate (8-1-16) and at the position corresponding to the inner trapezoidal wall studs (8-1-9) (except the inner trapezoidal wall studs (8-1-9) of which the two ends are tightly close to the edge trapezoidal wall studs (8-1-2)), the positions are respectively nailed by iron nails (8-1-12) for a factory to shoot gypsum board mounting battens (8-1-6); the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the gypsum board mounting batten (8-1-6), the slope top panel (8-1-1) and the top floor mounting plate (8-1-16) are vertically flush with each other at one indoor side;

at one outdoor side, nailing and shooting the water-guiding plate (8-1-5) by using iron nails (8-1-12) for factories at the corresponding positions of the trapezoidal wall studs (8-1-9) in the plate (except the trapezoidal wall studs (8-1-9) with two ends abutting against the trapezoidal wall studs (8-1-2) at the edges of the plate); the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the down-flow plate (8-1-5) and the slope top panel (8-1-1) are all vertically flush at one indoor side;

a vent (8-1-10) is arranged on the outdoor side of the bottom beam plate (8-1-3), and the vent (8-1-10) is communicated from bottom to top; the distance between the two ends of the slope top panel (8-1-1) is one quarter to one third, the slope top panel is positioned at the indoor side of the indoor wall panel (8-1-4), and 2 hoisting holes (8-1-11) are respectively formed at the outdoor side of the outdoor wall panel (8-1-7);

the modular pitched roof external wall panel (8-2) for the L-shaped wall is different from the typical modular pitched roof external wall panel (8-1) in that: one end of the left end and the right end of the indoor side of the modular pitched roof external wall panel (8-2) for the L-shaped wall is provided with a corner reinforcing plate (8-1-13), the corner reinforcing plate (8-1-13) is close to a plate edge trapezoidal wall rib column (8-1-2), the lengths of the corner reinforcing plate and the plate edge trapezoidal wall rib column are the same, the plate surfaces are mutually vertical, nails are applied to the plate edge trapezoidal wall rib column (8-1-2), and the plate edge trapezoidal wall rib column is connected with the corner reinforcing plate (8-1-13) through iron nails (8-1-12) for factories; applying nails at the bottom of the bottom beam plate (8-1-3), and connecting the iron nails (8-1-12) used in factories with the corner reinforcing plates (8-1-13); applying nails on the top of the slope top panel (8-1-1), and connecting the iron nails (8-1-12) used in factories with corner reinforcing plates (8-1-13); one end of the top floor mounting plate (8-1-16) extends to the corner reinforcing plate (8-1-13), and the other end extends to the opposite plate edge trapezoidal wall stud (8-1-2);

the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the corner reinforcing plate (8-1-13), the slope top panel (8-1-1) and the top floor mounting plate (8-1-16) are flush at one indoor side, and the parts of the plate edge trapezoidal wall stud (8-1-2) and the corner reinforcing plate (8-1-13) far away from the plate edge trapezoidal wall stud (8-1-2) respectively form a wall plate connecting side on-site nailing region (8-1-20);

the modular pitched roof external wall panel (8-3) for the T-shaped wall connected with the vertical plate is different from the typical modular pitched roof external wall panel (8-1) in that: installing battens (8-1-6) on the gypsum board at the position, corresponding to one inner trapezoidal wall skeleton column (8-1-9), of the indoor side of a modular pitched roof external wall board (8-3) connected with a vertical board, nailing the battens to the T-shaped wall with the same length as the inner trapezoidal wall skeleton column (8-1-9), connecting reinforced vertical boards (8-1-14) with the T-shaped wall skeleton column (8-1-9), mutually vertical the inner trapezoidal wall skeleton column (8-1-9) and the surface of the T-shaped wall connected reinforced vertical boards (8-1-14), nailing the reinforced vertical boards (8-1-14) connected with the T-shaped wall skeleton column (8-1-9) by iron nails (8-1-12) for factories; applying nails at the bottom of the bottom beam plate (8-1-3), and connecting the T-shaped wall connection reinforced vertical plate (8-1-14) by using iron nails (8-1-12) for factories; applying nails on the top of the slope top panel (8-1-1), and connecting the nails with a T-shaped wall connecting and reinforcing vertical plate (8-1-14) by using iron nails (8-1-12) for factories; the left side and the right side of a T-shaped wall connected with reinforced vertical plates (8-1-14) are respectively nailed with a top floor mounting plate (8-1-16); the left and right side parts of the T-shaped wall connecting reinforced vertical plates (8-1-14) respectively form a wallboard connecting side on-site nailing region (8-1-20); the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the T-shaped wall connecting reinforced vertical plate (8-1-14), the slope top panel (8-1-1) and the top floor mounting plate (8-1-16) are flush with each other at one indoor side;

the modular pitched roof external wall panel (8-4) for the transverse plate connected T-shaped wall is different from the typical modular pitched roof external wall panel (8-1) in that: installing battens (8-1-6) without nailing gypsum boards on one indoor side of a modular pitched roof external wall board (8-4) for connecting the transverse boards with the T-shaped wall and two adjacent inner trapezoidal wall bone columns (8-1-9), nailing a plurality of horizontal T-shaped walls to connect the reinforcing transverse boards (8-1-15), and preferentially and uniformly distributing the T-shaped walls to connect the reinforcing transverse boards (8-1-15) and the top floor installing boards (8-1-16);

the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the T-shaped wall connecting and reinforcing transverse plate (8-1-15), the slope top panel (8-1-1) and the top floor mounting plate (8-1-16) are flush with each other at one indoor side;

the thickness and the width of the slope top panel (8-1-1) and the plate edge trapezoidal stud (8-1-2) are equal, the thickness is 38-89 mm, 40mm is preferably selected, the width is 140-286 mm, and 184mm is preferably selected; the thickness of the plate inner ladder-shaped wall skeleton column (8-1-9) is 38-89 mm, preferably 40mm, the width is 89-185 mm, preferably 89 mm;

the indoor wall panel (8-1-4) preferably adopts a load-bearing OSB plate, and the outdoor wall panel (8-1-7) preferably adopts an OSB plate;

the vent (8-1-10) is inwards recessed with a 135-180-degree arc at the outdoor side of the bottom beam plate (8-1-3), the arc is connected with the outdoor side plane of the bottom beam plate (8-1-3) to form an arc with the radius of 2-5 mm, and the depth of the vent (8-1-10) is 10-19 mm.

Further, the modular side-mounted floor (9) comprises a top layer modular side-mounted floor angle plate (9-1) and a top layer typical modular side-mounted floor cover plate (9-2);

the longitudinal side of the top-layer modularized side-mounted floor angle plate (9-1) is provided with a lateral inter-plate connecting plate (9-1-3), the other side of the top-layer modularized side-mounted floor angle plate is provided with a wall body side-connected longitudinal plate (9-1-1), in-plate joists (9-1-11) uniformly distributed between the lateral inter-plate connecting plate (9-1-3) and the wall body side-connected longitudinal plate (9-1-1), and the lateral inter-plate connecting plate (9-1-3), the in-plate joists (9-1-11) and the wall body side-connected longitudinal plate (9-1-1) are respectively parallel; in-board transverse struts (9-1-7) which are vertical to the in-board joists (9-1-11) are respectively arranged between the in-board joists (9-1-11) and between the lateral inter-board connecting plate (9-1-3) and the in-board joists (9-1-11); evenly distributed end cross braces (9-1-10) are arranged between the in-board joists (9-1-11) and the wall body lateral connecting longitudinal boards (9-1-1);

one end of the lateral inter-plate connecting plate (9-1-3), the intra-plate joist (9-1-11) and one end of the wall lateral connecting longitudinal plate (9-1-1) are respectively connected with the inter-plate connecting plate (9-1-5) on the beam by adopting nails; the other end is respectively connected with a lateral connecting transverse plate (9-1-2) of the wall body by adopting a nail; an upper connecting and reinforcing transverse support (9-1-12) is distributed and arranged between the lateral inter-plate connecting plate (9-1-3), the in-plate joist (9-1-11) and the wall lateral connecting longitudinal plate (9-1-1) at one end of the inter-plate connecting plate (9-1-5) close to the upper beam, and the upper and lower connecting and reinforcing transverse supports (9-1-12) are in a straight line;

lateral wall body connecting and reinforcing crossbars (9-1-6) are distributed and arranged among lateral inter-plate connecting plates (9-1-3), in-plate joists (9-1-11) and wall body lateral connecting longitudinal plates (9-1-1) at one end close to a lateral wall body connecting transverse plate (9-1-2), and adjacent lateral wall body connecting and reinforcing crossbars (9-1-6) are staggered;

the top surfaces of a lateral inter-plate connecting plate (9-1-3), a beam upper inter-plate connecting plate (9-1-5), an in-plate joist (9-1-11), an upper and lower connecting reinforced cross brace (9-1-12), an end cross brace (9-1-10) and a lateral wall connecting reinforced cross brace (9-1-6) are flush and are connected with a top surface covering plate (9-1-4); the bottom surfaces of the in-board joist (9-1-11), the upper and lower connecting reinforced cross braces (9-1-12), the end cross braces (9-1-10) and the lateral wall connecting reinforced cross braces (9-1-6) are flush and are connected with the bottom surface covering panel (9-1-8);

the top surfaces of the wall body lateral connection longitudinal plate (9-1-1) and the wall body lateral connection transverse plate (9-1-2) are flush, the heights of the exposed top surface covering plates (9-1-4) are equal and are preferentially the plate thicknesses of the wall body lateral connection longitudinal plate (9-1-1); the bottom surfaces of the lateral inter-plate connecting plates (9-1-3), the beam upper inter-plate connecting plates (9-1-5), the wall lateral connecting longitudinal plates (9-1-1) and the wall lateral connecting transverse plates (9-1-2) are flush, the heights of the exposed bottom surface covering plates (9-1-8) are equal, and the heights of the exposed bottom surface covering plates are preferably the plate thicknesses of the wall lateral connecting longitudinal plates (9-1-1);

the exposed part of the lower part of the lateral inter-plate connecting plate (9-1-3) forms a lateral inter-plate connecting and nailing region (9-1-13), and the exposed part of the lower part of the beam upper inter-plate connecting plate (9-1-5) forms a beam upper inter-plate connecting and nailing region (9-1-14); the exposed part of the upper part of the wall body lateral connecting transverse plate (9-1-2) forms a transverse plate lateral nailing region (9-1-15), and the exposed part of the lower part forms a transverse plate lateral nailing region (9-1-15); the exposed part of the upper part of the wall body lateral connecting longitudinal plate (9-1-1) forms a longitudinal plate lateral nailing region (9-1-16), and the exposed part of the lower part forms a longitudinal plate lateral nailing region (9-1-16); filling heat-insulating and sound-insulating materials in the cavity in the board;

the top layer typical modular side-mounted floor cover plate (9-2) and the top layer modular side-mounted floor angle plate (9-1) are different in that a lateral inter-plate connecting plate (9-1-3) is adopted to replace a wall body lateral connecting longitudinal plate (9-1-1), the top surface covering plate (9-1-4) is not exposed at the upper part of the lateral inter-plate connecting plate (9-1-3), and the exposed part at the lower part is a lateral inter-plate connecting nailing region (9-1-13);

the wall body side connection structure comprises side inter-plate connecting plates (9-1-3), top surface covering plates (9-1-4), beam upper inter-plate connecting plates (9-1-5), bottom surface covering plates (9-1-8), rear additional beam plate connection reinforcing plates (9-1-9), in-plate joists (9-1-11), upper and lower connection reinforcing cross braces (9-1-12), end cross braces (9-1-10), in-plate cross braces (9-1-7), wall body side connection longitudinal plates (9-1-1), wall body side connection transverse plates (9-1-2) and side wall body connection reinforcing cross braces (9-1-6), wherein the thicknesses are the same, and the widths are integral multiples of the thicknesses.

Further, the modular gable load-bearing external wall panel (10) comprises a modular wood frame structure gable trapezoidal panel (10-1) and a modular wood frame structure gable trapezoidal panel (10-2);

the modular wood frame structure gable trapezoidal plate is characterized in that the bottom ends of two vertical frame plates (10-1-1) of a modular wood frame structure gable trapezoidal plate (10-1) are respectively connected with a horizontal bottom beam plate (10-1-2), the top ends of the two vertical frame plates are respectively connected with an inclined top beam plate (10-1-3), the frame is defined by the frame plates (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3), and the projection of the frame plates to an indoor or outdoor vertical plane is a right trapezoid; the side projection is rectangular;

the modular wood frame structure gable trapezoidal plate (10-1) is integrally trapezoidal; the frame plates (10-1-1) are the same, the side projection is a right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is preferably 45 degrees; the inclined top beam plate (10-1-3) is connected with the side frame plate (10-1-1), and the slope of the top surface is the same as that of the top surface of the side frame plate (10-1-1);

the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extend to two ends of the plate, two frame plates (10-1-1) are positioned between the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3), the bottom beam plate (10-1-2) and the two frame plates (10-1-1) are connected by factory nails (10-1-17), the nails are vertically nailed into the frame plates (10-1-1) by the bottom beam plate (10-1-2), the number of nails applied to each connection point is 3-5, and are arranged in a row and evenly, the inclined top beam plate (10-1-3) and the two frame plates (10-1-1) are connected by factory nails (10-1-17), and the nails are vertically nailed into the inclined top beam plate (10-1-3) (10-1-1) Each connecting point is provided with 3-5 nails, and the nails are uniformly arranged in a row;

a plurality of in-board wall studs (10-1-4) which are uniformly distributed and are parallel to each other are arranged between the frame plates (10-1-1), the in-board wall studs (10-1-4) are in a right trapezoid shape, two right angles are positioned at the bottom, the slope of the top surface is the same as that of the frame plate (10-1-1), and the in-board wall studs (10-1-4) at two ends are close to the frame plate (10-1-1); heat preservation and sound insulation materials (10-1-21) are filled between the inner wall studs (10-1-4) of the board and the frame plates (10-1-1);

the width of the in-board wall stud (10-1-4) is smaller than that of the frame plate (10-1-1), an outdoor wall panel (10-1-18) is nailed at the outdoor side of the in-board wall stud (10-1-4), and an indoor wall panel (10-1-19) is nailed at the indoor side;

in the wall board in the middle third section of the width of the gable board, a notch vertical to an inclined top beam plate (10-1-3) is arranged at the corresponding position of the top of one in-board wall bone column (10-1-4), the notch is a beam supporting port (10-1-8), the whole beam supporting port (10-1-8) is rectangular, preferably square, and one corner of the bottom is horizontally filled to be horizontal by the middle of a reinforced combined core column (10-1-6); a reinforced combined core column (10-1-6) is arranged below the beam supporting opening (10-1-8), the reinforced combined core column (10-1-6) is formed by overlapping two or more wood boards, the thickness of the reinforced combined core column (10-1-6) is equal to the width of the in-board wall stud (10-1-4), and the width of the reinforced combined core column (10-1-6) is preferably equal to the width of the side frame plate (10-1-1);

the left end and the right end of the reinforced combined core column (10-1-6) are respectively provided with a reinforced combined end column (10-1-5), the top end of the reinforced combined end column (10-1-5) is respectively connected with the inclined top beam plate (10-1-3), a reinforcing triangular plate (10-1-7) is arranged between the higher reinforcing combined end post (10-1-5) and the inclined roof beam plate (10-1-3), the reinforcing triangular plate (10-1-7) is a right triangle, the inclined side is connected with the reinforcing combined end post (10-1-5), one of the right-angle edges is an inclined top beam plate (10-1-3), the other right-angle edge is an edge of a beam supporting opening (10-1-8), and the edge is vertical to the inclined top beam plate (10-1-3);

the outdoor side of the outdoor wall panel (10-1-18), and frames surrounded by the frame plate (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extend out of the outdoor side; a frame surrounded by the side frame plates (10-1-1), the bottom beam plates (10-1-2) and the inclined top beam plates (10-1-3) extends out of the indoor side of the indoor wall panel (10-1-19), and the extending width is preferably equal to the thickness of the side frame plates (10-1-1); exposed parts of the side frame plates (10-1-1) on the indoor and outdoor sides form inter-plate connecting side nailing regions (10-1-22), exposed parts of the bottom beam plates (10-1-2) on the indoor and outdoor sides form lower part mounting top nailing regions (10-1-20), exposed parts of the inclined top beam plates (10-1-3) on the indoor and outdoor sides form roof connecting nailing regions (10-1-16);

the method comprises the following steps that horizontally placed top floor mounting plates (10-1-12) are nailed at the position with the height being the top floor height on one indoor side, the top floor mounting plates (10-1-12) are respectively connected with in-board wall bone columns (10-1-4), reinforced combined end columns (10-1-5) and reinforced combined core columns (10-1-6) through factory nails (10-1-17), and lateral nail applying areas (10-1-13) at the lower part and the upper part of the top floor mounting plates (10-1-12) and lateral nail applying areas (10-1-14) at the upper part of the top floor mounting plates are respectively formed at the lower part and the upper part of the top floor mounting plates; installing battens (10-1-11) on and under the top floor installation plate (10-1-12) and at positions corresponding to bottom corners of the in-slab wall studs (10-1-4) (except for the in-slab wall studs (10-1-4) of which two ends are tightly close to the frame plate (10-1-1)) and the beam supporting ports (10-1-8) by nailing and shooting fireproof decorative plates by using factory nails (10-1-17); the side frame plate (10-1-1), the bottom beam plate (10-1-2), the fireproof decorative plate mounting batten (10-1-11), the inclined top beam plate (10-1-3) and the top floor mounting plate (10-1-12) are all vertically flush at one indoor side;

at the outdoor side, the positions corresponding to the bottom corners of the in-board wall studs (10-1-4) (except for the in-board wall studs (10-1-4) of which the two ends are tightly abutted to the frame plates (10-1-1)) and the beam supporting ports (10-1-8) are respectively nailed with the water-guiding plates (10-1-10) by using factory nails (10-1-17); the side frame plate (10-1-1), the bottom beam plate (10-1-2), the water guiding plate (10-1-10) and the inclined top beam plate (10-1-3) are all vertically flush at one indoor side;

a ventilation opening (10-1-9) is formed in the outdoor side of the bottom beam plate (10-1-2), and the ventilation opening (10-1-9) is communicated from bottom to top; the distance between the two ends of the inclined top beam plate (10-1-3) is one quarter to one third, the inclined top beam plate is positioned at the indoor side of the indoor wall panel (10-1-19), and 2 hoisting holes (10-1-15) are respectively formed at the outdoor side of the outdoor wall panel (10-1-18);

the thickness and the width of the pitched roof beam plate (10-1-3) and the frame plate (10-1-1) are equal, the thickness is 38-89 mm, 40mm is preferably selected, the width is 140-286 mm, and 184mm is preferably selected; the thickness of the inner wall skeleton column (10-1-4) is 38-89 mm, preferably 40mm, the width is 89-185 mm, preferably 89 mm;

the indoor wall panels (10-1-19) are preferably made of load-bearing OSB plates, and the outdoor wall panels (10-1-18) are preferably made of OSB plates;

the vent (10-1-9) is inwards recessed with a 135-180-degree arc at the outdoor side of the bottom beam plate (10-1-2), the arc is connected with the outdoor side plane of the bottom beam plate (10-1-2) to form an arc with the radius of 2-5 mm, and the depth of the vent (10-1-9) is 10-19 mm;

the bottom ends of two vertical frame plates (10-1-1) of the gable panel (10-2) with the modular wood frame structure are respectively connected with a horizontal bottom beam plate (10-1-2), the top ends of the two vertical frame plates are respectively connected with an inclined top beam plate (10-1-3), the frame is defined by the frame plates (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3), and the projection of the frame plates to an indoor or outdoor vertical plane is in a gable shape;

the modular wood frame structure gable plate (10-2) is integrally in a gable shape; the frame plates (10-1-1) are the same, the side projection is a right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is preferably 45 degrees; the inclined top beam plate (10-1-3) is connected with the side frame plate (10-1-1), and the slope of the top surface is the same as that of the top surface of the side frame plate (10-1-1);

in the middle of the plates, the highest point of the intersection of the two inclined top beam plates (10-1-3) is provided with a left-right symmetrical gap which is a beam supporting port (10-1-8), the whole beam supporting port (10-1-8) is rectangular, preferably square, the diagonal is vertical, and the bottom intersection is filled by the horizontal part of the reinforced combined core column (10-1-6); a reinforced combined core column (10-1-6) is arranged below the beam supporting opening (10-1-8), the reinforced combined core column (10-1-6) is formed by overlapping two or more wood boards, the thickness of the reinforced combined core column (10-1-6) is equal to the width of the in-board wall stud (10-1-4), and the width of the reinforced combined core column (10-1-6) is preferably equal to the width of the side frame plate (10-1-1);

the left end and the right end of the reinforced combined core column (10-1-6) are respectively provided with a reinforced combined end column (10-1-5), and the top end of the reinforced combined end column (10-1-5) is respectively connected with the inclined top beam plate (10-1-3);

a ventilation opening (10-1-9) is formed in the outdoor side of the bottom beam plate (10-1-2), and the ventilation opening (10-1-9) is communicated from bottom to top; the distance between the two ends of the inclined top beam plate (10-1-3) is one quarter to one third, the inclined top beam plate is positioned on the indoor side of the indoor wall panel (10-1-19), and 2 hoisting holes (10-1-15) are respectively formed on the outdoor side of the outdoor wall panel (10-1-18).

Furthermore, the special wood beam for the modular roof panel comprises a middle-span inclined T-shaped wood beam (12) and a ridge double-T orthogonal wood beam (13);

the mid-span inclined T-shaped wood beam (12) comprises a rectangular main beam (12-1), a reinforcing connecting plate (12-2) and a roof panel mid-span connection site nailing region (12-3), the cross section of the rectangular main beam (12-1) is rectangular, preferably square, the reinforcing connecting plate (12-2) is connected with the rectangular main beam (12-1), and the cross section is T-shaped; the thickness of the rectangular main beam (12-1) is 4-6 times of that of the reinforcing connecting plate (12-2); the widths of the two sides of the reinforced connecting plate (12-2) extending out of the rectangular main beam (12-1) are equal, and are the thicknesses of the reinforced connecting plate (12-2), and the parts of the two sides of the reinforced connecting plate (12-2) extending out of the rectangular main beam (12-1) are roof panel mid-span connecting field nailing regions (12-3);

the roof ridge double-T orthogonal wood beam (13) comprises a square main beam (13-1), orthogonal reinforcing connecting plates (13-2) and a roof board roof ridge connecting field nailing region (13-3), wherein the two orthogonal reinforcing connecting plates (13-2) are orthogonal in the width direction to form an L-shaped cross section, and the side lengths of the two orthogonal reinforcing connecting plates are equal; the cross section of the square main beam (13-1) is square, and two sides of the square main beam are respectively connected with two orthogonal reinforcing connecting plates (13-2); the two orthogonal reinforcing connecting plates (13-2) extend out of the square main beam (13-1) in the width direction, the extending lengths are equal, and the extending lengths are equal to the thickness of the orthogonal reinforcing connecting plates (13-2); the part of the orthogonal reinforcing connecting plate (13-2) extending out of the square main beam (13-1) is a roof plate ridge connecting field nailing region (13-3).

Further, the modular roof plate (14) comprises a modular upper ridge gable roof plate (14-1), a modular upper ridge standard roof plate (14-2), a modular lower ridge gable roof plate (14-3) and a modular lower ridge standard roof plate (14-4);

flying rafters (14-1-3) of the modular upper ridge gable roof board (14-1), gable rafters (14-1-5), a plurality of board inner rafters (14-1-6) and board edge connecting rafters (14-1-4) are sequentially, uniformly and parallelly arranged; wherein one end is a ridge plate (14-1-1), and the other end is a structural eave sealing plate (14-1-2) and an eave ceiling structural plate (14-1-15); the ridge board (14-1-1), the structural eave board (14-1-2) and the eave ceiling structural board (14-1-15) are respectively connected with a flying rafter board (14-1-3), a gable rafter (14-1-5), a plurality of board inner rafters (14-1-6) and a board edge connecting rafter (14-1-4); the structural eave sealing plate (14-1-2) and the eave ceiling structural plate (14-1-15) are mutually vertical;

a plurality of uniform and parallel cornice boards (14-1-7) are respectively arranged between the flying rafter board (14-1-3) and the gable rafter (14-1-5) and between the gable rafter (14-1-5) and the inner rafter (14-1-6) of the board; 2-3 intra-plate supports (14-1-8) are respectively arranged between an inner rafter (14-1-6) of the plate and a plate edge connecting rafter (14-1-4) and between the inner rafter (14-1-6) of the plate and the inner rafter (14-1-6) of the plate;

the bottoms of gable rafters (14-1-5), plate inner rafters (14-1-6), cornice plates (14-1-7) and plate inner supports (14-1-8) are flush, and plate bottom cover plates (14-1-9) are nailed at the bottoms; the width of a ridge board (14-1-1), a structural eave board (14-1-2), a flying rafter board (14-1-3) and a board edge connecting rafter (14-1-4) extending out of a board bottom cover board (14-1-9) is equal to the thickness of a board; the ridge-spanning connecting plate (14-1-11) is close to the ridge plate (14-1-1), and the plate surfaces of the ridge-spanning connecting plate and the ridge plate are vertical to each other; the ridge beam connecting plate (14-1-12) is close to the ridge-spanning connecting plate (14-1-11), and the ridge beam connecting plate (14-1-13) is nailed in the middle of the plate length direction; nailing and shooting wallboard connecting plates (14-1-14) at corresponding positions of the wall tops; the ridge-spanning connecting plate (14-1-11), the ridge beam connecting plate (14-1-12), the center-spanning beam connecting plate (14-1-13) and the wallboard connecting plate (14-1-14) are parallel to each other, and two ends of the center-spanning beam connecting plate are respectively connected with the flying rafter plate (14-1-3) and the plate edge connecting rafter (14-1-4) through nails; the bottoms of the ridge plate (14-1-1), the structural eave plate (14-1-2), the flying rafter plate (14-1-3), the plate edge connecting rafters (14-1-4), the ridge-spanning connecting plate (14-1-11), the ridge beam connecting plate (14-1-12), the middle-spanning beam connecting plate (14-1-13) and the wallboard connecting plate (14-1-14) are flush; on one side of the span centre beam connecting plate (14-1-13) and the wallboard connecting plate (14-1-14) close to the ridge plate (14-1-1), a reinforcing beam connecting clamping plate (14-1-19) and a reinforcing wall connecting clamping plate (14-1-18) are nailed respectively, and the lengths of the reinforcing beam connecting plate (14-1-19) and the wallboard connecting plate (14-1-14) extending out of the span centre beam connecting plate (14-1-13) and the wallboard connecting plate (14-1-14) are the thicknesses of the plates; respectively nailing gable connecting plates (14-1-20) between a ridge beam connecting plate (14-1-12) and a reinforcing beam connecting clamp plate (14-1-19) and between a midspan beam connecting plate (14-1-13) and a reinforcing wall connecting clamp plate (14-1-18) at positions corresponding to gable rafters (14-1-5), wherein the plate surfaces of the gable connecting plates (14-1-20) and the gable rafters (14-1-5) are perpendicular to each other;

the tops of gable rafters (14-1-5), plate inner rafters (14-1-6), cornice plates (14-1-7) and plate inner supports (14-1-8) are flush, and plate top cover plates (14-1-10) are nailed on the tops; the width of a ridge plate (14-1-1), a structural eave plate (14-1-2), a flying rafter plate (14-1-3) and a plate edge connecting rafter (14-1-4) extending out of a plate top cover plate (14-1-10) is equal to the thickness of a plate; nailing the water bars (14-1-16) at the positions corresponding to the gable rafters (14-1-5) and the inner rafters (14-1-6) of the plate respectively; the top of the water-guiding strip (14-1-16) is nailed with a plurality of tile hanging strips (14-1-17) which are parallel to each other and vertical to the water-guiding strip (14-1-16);

sound insulation and heat preservation materials are respectively arranged in a space surrounded by a ridge board (14-1-1), a structural eave board (14-1-2), a flying rafter board (14-1-3), a board edge connecting rafter (14-1-4), a board bottom cover board (14-1-9) and a board top cover board (14-1-10);

wall board connecting field nailing areas (14-1-21) with the width being the thickness of the board are respectively arranged at the two sides of the wall board connecting plates (14-1-14); two sides of the midspan beam connecting plate (14-1-13) are respectively provided with a midspan beam connecting field nailing area (14-1-22) with the width being the thickness of the plate; a ridge beam connecting site nailing area (14-1-23) with the width of the plate thickness is arranged on one side of the ridge beam connecting plate (14-1-12) far away from the ridge plate (14-1-1); two sides of the gable connecting plate (14-1-20) are gable connecting field nailing areas (14-1-24); the part of the plate bottom cover plate (14-1-9) exposed at the inner side of the plate edge connecting rafter (14-1-4) is an inter-plate connecting field nailing area (14-1-25); the reinforcing wall connecting clamp plates (14-1-18) and the reinforcing beam connecting clamp plates (14-1-19) are respectively far away from one sides of the wallboard connecting plates (14-1-14) and the midspan beam connecting plates (14-1-13), and the parts of the wallboard connecting plates (14-1-14) and the midspan beam connecting plates (14-1-13) which are exposed are a wallboard reinforcing clamp plate on-site nailing region (14-1-26) and a midspan beam reinforcing clamp plate on-site nailing region (14-1-27);

the modular upper ridge standard roof panel (14-2) is different from the modular upper ridge gable roof panel (14-1) in that: the two sides of the board are respectively provided with a board edge connecting rafter (14-1-4), the gable rafter (14-1-5) is replaced by a board inner rafter (14-1-6), the cornice board (14-1-7) is replaced by a board inner support (14-1-8), and the gable connecting board (14-1-20) is not arranged;

the modular lower ridge gable roof panel (14-3) is different from the modular upper ridge gable roof panel (14-1) in that: the modular lower ridge gable roof panel (14-3) is not provided with a ridge-spanning connecting plate (14-1-11), and the ridge beam connecting plate (14-1-12) is close to the ridge plate (14-1-1);

the modular lower ridge standard roof panel (14-4) is different from the modular lower ridge gable roof panel (14-3) in that: the two sides of the board are both board edge connecting rafters (14-1-4), the gable rafters (14-1-5) are replaced by board inner rafters (14-1-6), the cornice boards (14-1-7) are replaced by board inner supports (14-1-8), and the gable connecting boards (14-1-20) are not arranged.

Compared with the prior art, the beneficial effects of the utility model are that:

the beneficial effects of the utility model are that adopt high integration technique, all products such as wallboard, floor, roof boarding all adopt modularized design and construction technology, and most work is accomplished in the mill, only carries out simple nail operation of executing at the scene, and the installation operation is showing and is simplifying, and assembly speed is fast, can adopt most article assembly, and industrialization degree is higher, and economic effect is good, and has avoided environmental pollution. Through a series of structures, the bearing has good stress performance. The method not only greatly reduces the field operation amount, shortens the construction period and reduces the cost, but also obviously reduces the operation difficulty, obviously reduces the skill requirement of construction workers and is beneficial to promoting the development of the wood structure technology.

Drawings

Fig. 1 is a schematic diagram of a technical system of a modular wood frame structure.

Fig. 2 is a basic schematic diagram.

FIG. 3 is a schematic view of the connection between the foundation and the floor beam.

FIG. 4 is a schematic view of the connection between a bottom layer modular floor and a floor beam.

FIG. 5 is a schematic top view of a bottom layer modular floor gusset.

FIG. 6 is a schematic bottom view of a bottom modular floor gusset.

FIG. 7 is a schematic side view of a bottom layer modular floor gusset.

Fig. 8 is a schematic structural diagram of an uncovered top cover plate (without adding heat-insulating and sound-insulating materials) of a bottom layer modular floor corner plate.

Fig. 9 is a schematic sectional view of fig. 5 taken along line 1-1.

Figure 10 is a schematic top view of an edge span intermediate plate of a bottom layer modular floor.

Figure 11 is a schematic bottom view of an edge span intermediate plate of a bottom layer modular floor.

FIG. 12 is a schematic side view of an edge span intermediate floor for a bottom floor modular floor.

Fig. 13 is a schematic structural diagram of an uncovered top cover plate (without adding heat and sound insulation materials) of a bottom layer modular floor side span middle plate.

Fig. 14 is a schematic cross-sectional view 2-2 of fig. 10.

Figure 15 is a schematic top view of a mid-span plate of a bottom layer modular floor.

Fig. 16 is a schematic bottom view of a side span plate in the middle of a bottom layer modular floor.

FIG. 17 is a schematic side view of a mid-span plate of a bottom layer modular floor.

Fig. 18 is a schematic structural diagram of an uncovered top cover plate (without adding heat and sound insulation materials) of a middle side span plate of a bottom layer modular floor system.

Figure 19 is a schematic top view of a mid-span intermediate panel of a bottom layer modular floor.

Fig. 20 is a schematic bottom view of a mid-span intermediate deck of a bottom layer modular floor.

Fig. 21 is a schematic view of a mid-span intermediate plate side of a bottom layer modular floor.

Fig. 22 is a schematic structural view of an uncovered top cover plate (without adding heat and sound insulation materials) spanning the middle plate of the bottom-layer modular floor system.

Figure 23 is an assembly view of the first layer of wall panels.

Fig. 24 is a schematic view of an outdoor side of a typical modular siding panel from a front view.

Fig. 25 is a schematic view of an indoor side of a typical modular exterior wall panel in front elevation.

Fig. 26 is a schematic top view of a typical modular external wall panel.

Fig. 27 is a side view of a typical modular side fascia.

Fig. 28 is a schematic cross-sectional view of fig. 24 taken along line 3-3.

Fig. 29 is a schematic cross-sectional view of fig. 24 taken along line 4-4.

Fig. 30 is a schematic cross-sectional view of fig. 24 taken along line 5-5.

Fig. 31 is a front view of the outdoor side of the L-shaped wall modular fascia.

Fig. 32 is a schematic view of an indoor side of an L-shaped modular external wall panel for walls in a front view.

Fig. 33 is a top view of an L-shaped wall modular fascia.

Fig. 34 is a side view of an L-shaped wall modular fascia.

Fig. 35 is a schematic cross-sectional view taken at 6-6 of fig. 32.

Fig. 36 is a schematic cross-sectional view taken at 7-7 of fig. 32.

Fig. 37 is a schematic cross-sectional view of fig. 32 taken along line 8-8.

Fig. 38 is a front view of the outdoor side of a modular siding for a riser-joined T-wall.

Fig. 39 is a schematic view of an indoor side of a modular external wall panel for a riser-connected T-wall.

Fig. 40 is a schematic top view of a modular external wall panel for a riser-joined T-wall.

Fig. 41 is a schematic side view of a modular siding for a riser-joined T-wall.

Fig. 42 is a schematic cross-sectional view of fig. 38 taken along line 9-9.

Fig. 43 is a schematic cross-sectional view of fig. 38 taken along line 10-10.

Fig. 44 is a schematic cross-sectional view taken along line 11-11 of fig. 39.

FIG. 45 is a schematic view of an outdoor side of a modular side fascia for a cross-wall connected T-wall.

FIG. 46 is a schematic view of the cross wall connecting the modular side wall panels for T-wall from the indoor side.

FIG. 47 is a schematic top view of a modular side fascia for a cross-wall junction T-wall.

FIG. 48 is a schematic side view of a modular side fascia for a cross-board connected T-wall.

Fig. 49 is a schematic cross-sectional view of fig. 45 taken along line 12-12.

Fig. 50 is a schematic cross-sectional view of fig. 45 taken along line 13-13.

Fig. 51 is a cross-sectional view of fig. 46 taken along line 14-14.

FIG. 52 is a front schematic view of an exemplary modular interior wall panel.

FIG. 53 is a schematic top view of a typical modular interior wall panel.

FIG. 54 is a side schematic view of a typical modular interior wall panel.

Fig. 55 is a schematic cross-sectional view of fig. 52 taken along line 15-15.

Fig. 56 is a schematic cross-sectional view of 16-16 of fig. 52.

FIG. 57 is a schematic horizontal cross-sectional view of a modular interior wall panel for an L-shaped wall.

Fig. 58 is a schematic horizontal cross-section of a modular interior wall panel for a riser-joined T-wall.

FIG. 59 is a schematic horizontal cross-sectional view of a modular interior wall panel for cross-board joined T-walls.

Figure 60 is a schematic view of an inline wall elevation of a modular wall panel.

Figure 61 is a schematic view of a horizontal wall plan of a modular wall panel.

Fig. 62 is a schematic cross-sectional view of fig. 60 taken along line 17-17.

Fig. 63 is a cross-sectional view of the anchor 18-18 of fig. 60 shown without the horizontal force resistance anchor.

Fig. 64 is a cross-sectional view of the anchor 18-18 of fig. 60 with a horizontal force resistance anchor.

Fig. 65 is a schematic view of an L-shaped wall elevation of a modular wall panel.

Figure 66 is a top view schematic view of an L-shaped wall of modular wall panels.

Fig. 67 is a schematic cross-sectional view of 19-19 of fig. 65.

Fig. 68 is a cross-sectional view of the anchor of fig. 65 without the horizontal force resistance bolt, taken generally at 20-20.

Fig. 69 is a cross-sectional view of the anchor of fig. 65 in the presence of a horizontal force at 20-20.

Figure 70 is a top view schematic view of a modular wall panel tee wall connection.

FIG. 71 is a side view schematic of a modular wall panel T-wall connection.

Fig. 72 is a schematic view of a modular wall panel in elevation of a T-shaped riser connection.

Fig. 73 is a schematic cross-sectional view (riser connection) of fig. 71 taken at 21-21.

Fig. 74 is a cross-sectional view of fig. 72 taken at 22-22.

FIG. 75 is a schematic view of a modular wall panel T-shaped wall cross plate connection in elevation.

FIG. 76 is a cross-sectional view (cross plate connection) of FIG. 71 taken along line 21-21.

Fig. 77 is a schematic cross-sectional view of 23-23 of fig. 75.

Fig. 78 is a schematic view of an outdoor side of a typical modular shingle.

Fig. 79 is a schematic front view of the indoor side of a typical modular pentroof wall panel.

FIG. 80 is a schematic top view of a typical modular pentroof fascia.

FIG. 81 is a schematic side view of a typical modular pentroof fascia.

Fig. 82 is a schematic cross-sectional view of 24-24 of fig. 78.

Fig. 83 is a schematic cross-sectional view of fig. 78 taken along line 25-25.

Fig. 84 is a schematic cross-sectional view of fig. 78 taken along line 26-26.

Fig. 85 is a schematic view of an indoor side of a modular pitched roof external wall panel for an L-shaped wall.

Fig. 86 is a schematic indoor side elevation view of a modular pitched roof external wall panel for a T-shaped wall connected by a vertical plate.

FIG. 87 is a schematic view of a cross-plate connected to an indoor side of a modular pitched roof exterior wall panel for a T-wall.

Fig. 88 is a schematic view of the whole assembly of the gable.

Fig. 89 is a schematic view of an outdoor side of a gable trapezoidal plate with a modular wood frame structure.

Fig. 90 is a schematic front view of an indoor side of a gable trapezoidal plate with a modular wood frame structure.

Fig. 91 is a schematic view of a gable trapezoidal plate of a modular wood frame structure.

Fig. 92 is a top view of a modular wood frame structure gable trapezoidal panel.

Fig. 93 is a cross-sectional view of fig. 89 taken from 27-27.

Fig. 94 is a schematic front view of an outdoor side of a gable panel of a modular wood frame structure.

Fig. 95 is a schematic front view of an indoor side of a gable panel with a modular wood frame structure.

Fig. 96 is a schematic view of a gable structure of a modular wood frame structure.

Fig. 97 is a top view of a gable panel of a modular wood frame structure.

Fig. 98 is a schematic horizontal cross-section of a gable panel of a modular wood frame structure.

FIG. 99 is a schematic top view of a top layer modular floor gusset.

FIG. 100 is a schematic bottom view of a top layer modular floor gusset.

FIG. 101 is a schematic side view of a top layer modular floor gusset.

Fig. 102 is a schematic structural view of an uncovered top cladding panel (without adding thermal insulation and sound insulation materials) of a top-layer modular floor corner plate.

FIG. 103 is a cross-sectional schematic view of a top layer modular floor gusset.

Figure 104 is a cross-sectional view of a standard plate of a top layer modular floor.

FIG. 105 is a mid-span canted T-shaped wood beam.

Fig. 106 is a roof ridge double T orthogonal wood beam.

Fig. 107 is a schematic bottom view of a modular upper ridge gable roof panel.

Fig. 108 is a schematic top view of a modular upper ridge gable roof panel.

Fig. 109 is a side view schematic illustration of a modular upper ridge gable roof panel.

Fig. 110 is a cross-sectional view of 28-28 of fig. 107.

Fig. 111 is a cross-sectional view of 29-29 of fig. 108.

Fig. 112 is a schematic view of an uncladded panel of a modular upper ridge gable roof panel.

Fig. 113 is a schematic bottom view of a modular upper ridge standard roof panel.

Fig. 114 is a schematic structural view of an uncovered panel of modular upper ridge standard roof panels.

Fig. 115 is a schematic bottom view of a modular lower ridge gable roof panel.

Fig. 116 is a schematic view of an unclad panel construction of a modular lower ridge gable roof panel.

Fig. 117 is a schematic bottom view of a modular lower ridge standard roof panel.

Fig. 118 is a schematic view of the construction of an uncovered panel of modular lower ridge standard roof panels.

In the figure: 1 as a basis; 2 is a floor beam plate; 3, a bottom layer modular floor system; 4 is a modular load-bearing external wall panel; 5 is a modular load-bearing inner wallboard; 6 is an integral reinforced top beam plate; 7 is a modular floor system; 8 is a modularized sloping roof external wall panel; 9 is a modularized side-mounted floor system; 10 is a modularized gable bearing external wall panel; 11 is a top layer integral reinforced inclined top beam plate; 12 is a T-shaped wood beam arranged obliquely in the midspan; 13 is a ridge double-T orthogonal wood beam; 14 is a modular roof plate; 15 is a ground anchor bolt; 16 is a field nail;

2-1 is a bottom nailing region, 2-2 is an anchoring plate body, and 2-3 is a top nailing region; 3-1 is a bottom layer modular floor corner plate, 3-2 is a bottom layer modular floor side span middle plate, 3-3 is a bottom layer modular floor middle span side plate, and 3-4 is a bottom layer modular floor middle span middle plate; 4-1 is a typical modular external wall panel, 4-2 is a modular external wall panel for an L-shaped wall, 4-3 is a modular external wall panel for connecting a vertical plate with a T-shaped wall, and 4-4 is a modular external wall panel for connecting a transverse plate with the T-shaped wall; 5-1 is a typical modular inner wall board, 5-2 is a modular inner wall board for an L-shaped wall, 5-3 is a modular inner wall board for connecting a vertical plate with a T-shaped wall, and 5-4 is a modular inner wall board for connecting a transverse plate with the T-shaped wall; 8-1 is a typical modular pitched roof external wall panel, 8-2 is a modular pitched roof external wall panel for an L-shaped wall, 8-3 is a modular pitched roof external wall panel for connecting a vertical plate with a T-shaped wall, and 8-4 is a modular pitched roof external wall panel for connecting a transverse plate with the T-shaped wall; 9-1 is a top layer modularized side-mounted floor angle plate, and 9-2 is a top layer typical modularized side-mounted floor cover plate; 10-1 is a gable trapezoidal plate with a modular wood frame structure, and 10-2 is a gable trapezoidal plate with a modular wood frame structure; 12-1 is a rectangular main beam, 12-2 is a reinforced connecting plate, and 12-3 is a roof panel mid-span connection field nailing region; 13-1 is a square main beam, 13-2 is an orthogonal reinforced connecting plate, and 13-3 is a roof board ridge connecting field nailing region; 14-1 is a modular upper ridge gable roof panel, 14-2 is a modular upper ridge standard roof panel, 14-3 is a modular lower ridge gable roof panel, and 14-4 is a modular lower ridge standard roof panel; 16-1 is a field top penetrating nail, 16-2 is a field bottom penetrating nail and 16-3 is a field side penetrating nail;

3-1-1 is an upper longitudinal wall connecting plate; 3-1-2 is an upper transverse wall connecting plate; 3-1-3 is a lateral inter-plate connecting plate; 3-1-4 is a top surface covering plate; 3-1-5 are beam upper plate connection plates; 3-1-6 are lower longitudinal beam connecting plates; 3-1-7 is a lower cross beam connecting plate; 3-1-8 is a bottom surface covering panel; 3-1-9 is a rear additional beam plate connecting reinforcing plate; 3-1-10 is a frame beam; 3-1-11 is an in-plate joist; 3-1-12 are upper and lower connecting reinforced wales; 3-1-13 is an end cross brace; 3-1-14 is an inner plate cross brace; 3-1-15 is a field nailing region with the lower part connected with the top; 3-1-16 are arc-shaped ventilation openings; 3-1-17 is a seal end plate; 3-1-18 is a connecting field nailing region between the lateral plates; 3-1-19 are the on-site nailing areas for the connection between the upper plates of the beams; 3-1-20 is an upper wall connecting wall outside field nailing region; 3-1-21 is a field nailing region with the lower part connected with the bottom;

4-1-1 is a horizontal top beam plate; 4-1-2 is a plate edge wall stud; 4-1-3 is a bottom beam plate; 4-1-4 is an indoor wall panel; 4-1-5 is a water board; 4-1-6 are gypsum board mounting battens; 4-1-7 is an outdoor wall panel; 4-1-8 is filled with heat-insulating material; 4-1-9 is an inner wall column of the plate; 4-1-10 is a vent; 4-1-11 are hoisting holes; 4-1-12 are iron nails for factories; 4-1-13 is a corner reinforcing plate; 4-1-14 are T-shaped wall connecting reinforced vertical plates; 4-1-15 are T-shaped wall connecting and reinforcing transverse plates; 4-1-19 is a top connection field nailing region; 4-1-20 is a bottom connection field nailing region; 4-1-21 is a longitudinal connection field nailing region; 4-1-22 is a lateral connection field nailing region;

5-1-1 is a horizontal top beam plate; 5-1-2 is a plate edge wall stud; 5-1-3 is a bottom beam plate; 5-1-4 is an indoor wall panel; 5-1-5 is an inner wall column; 5-1-6 are gypsum board mounting battens; 5-1-7 are hoisting holes; 5-1-9 are iron nails for factories; 5-1-10 is a corner reinforcing plate; 5-1-11 is a T-shaped wall connecting reinforced vertical plate; 5-1-12 is a T-shaped wall connecting reinforcing transverse plate; 5-1-13 is a sound insulation material; 5-1-14 is a top connection field nailing region; 5-1-15 is a bottom connection field nailing region; 5-1-16 is a longitudinal connection field nailing region; 5-1-17 is a lateral connection field nailing region;

8-1-1 is a slope top panel; 8-1-2 is a plate edge trapezoidal wall stud; 8-1-3 is a bottom beam plate; 8-1-4 is an indoor wall panel; 8-1-5 is a water board; 8-1-6 are gypsum board mounting battens; 8-1-7 is an outdoor wall panel; 8-1-8 is; 8-1-9 is a plate inner trapezoidal wall rib column; 8-1-10 is a vent; 8-1-11 are hoisting holes; 8-1-12 are iron nails for factories; 8-1-13 is a corner reinforcing plate; 8-1-14 are T-shaped wall connecting reinforced vertical plates; 8-1-15 are T-shaped wall connecting and reinforcing transverse plates; 8-1-16 are top floor mounting plates; 8-1-17 is a site nailing region at the top of the connection of the wallboard and the floor slab; 8-1-18 is a site nailing region at the bottom of the connection of the wallboard and the roof; 8-1-19 are top floor installation side direction on-site nailing areas; 8-1-20 is a wallboard connecting side field nailing region;

9-1-1 is a longitudinal plate for lateral connection of the wall body; 9-1-2 is a transverse plate for lateral connection of the wall body; 9-1-3 is a lateral inter-plate connecting plate; 9-1-4 is a top surface covering plate; 9-1-5 is a beam upper plate connecting plate; 9-1-6 are lateral wall body connecting reinforcing cross braces; 9-1-7 is an inner plate cross brace; 9-1-8 is a bottom surface covering panel; 9-1-9 is a rear additional beam plate connecting reinforcing plate; 9-1-10 is an end cross brace; 9-1-11 is an in-plate joist; 9-1-12 are upper and lower connecting reinforcing cross braces; 9-1-13 are lateral inter-plate connecting plates; 9-1-14 are connecting nail applying areas between the upper plates of the beams; 9-1-15 is a lateral nailing region of the transverse plate; 9-1-16 are longitudinal plate lateral nailing zones;

10-1-1 is a frame plate; 10-1-2 is a bottom beam plate; 10-1-3 is an inclined roof beam plate; 10-1-4 is a plate inner wall bone column; 10-1-5 is a reinforced combined end post; 10-1-6 is a reinforced combined core column; 10-1-7 is a reinforcing triangle; 10-1-8 is a beam supporting port; 10-1-9 is a vent; 10-1-10 is a water-down plate; 10-1-11 is a fire-proof decorative plate mounting batten; 10-1-12 is a top floor mounting plate; 10-1-13 is a lateral nailing region at the lower part of the top floor slab; 10-1-14 is a top floor slab installation upper side nail applying area; 10-1-15 are hoisting holes; 10-1-16 is a roof connecting nailing region; 10-1-17 are nails for factories; 10-1-18 is an outdoor wall panel; 10-1-19 is an indoor wall panel; 10-1-20 is a top nailing region arranged at the lower part; 10-1-21 is a heat-insulating sound-insulating material; 10-1-22 are connecting side nailing areas between plates;

14-1-1 is a ridge plate; 14-1-2 is a structural eave board; 14-1-3 is a fly rafter board; 14-1-4 is a plate edge connecting rafter; 14-1-5 is a gable rafter; 14-1-6 are inner rafters of the plate; 14-1-7 is a cornice plate; 14-1-8 is an in-plate support; 14-1-9 is a plate bottom sealing plate; 14-1-10 is a plate top sealing panel; 14-1-11 is a ridge-spanning connecting plate; 14-1-12 are ridge beam connecting plates; 14-1-13 is a connecting plate of the midspan beam; 14-1-14 are wallboard connecting plates; 14-1-15 are eaves ceiling structural boards; 14-1-16 is a water-repellent strip; 14-1-17 are battens; 14-1-18 are reinforcing wall connecting clamping plates; 14-1-19 are reinforcing beam connecting clamping plates; 14-1-20 is a gable connecting plate; 14-1-21 is a wall board connecting field nailing area; 14-1-22 are nail applying areas on the connecting site of the midspan beam; 14-1-23 are the nail applying areas of the ridge beam connection site; 14-1-24 is a gable connecting site nailing area; 14-1-25 are connecting field nailing areas between plates; 14-1-26 is a site nailing region of the wallboard reinforcing clamping plate; 14-1-27 are field nailing areas of the cross centre sill reinforcing clamping plates.

Detailed Description

For further explanation of the present invention, the following description of the modular wood frame structure technical system provided by the present invention is provided in detail with reference to the accompanying drawings and specific embodiments, which should not be construed as limiting the scope of the present invention.

Examples

As shown in fig. 1 to 118, a modular wood frame structure technical system comprises a foundation 1, a ground beam plate 2, a bottom layer modular floor 3, a modular bearing external wall plate 4, a modular bearing internal wall plate 5, an integral reinforcing top beam plate 6, a modular floor 7, a modular slope top external wall plate 8, a modular side-mounted floor 9, a modular gable bearing external wall plate 10, a top layer integral reinforcing inclined top beam plate 11, a mid-span inclined T-shaped wood beam 12, a ridge double-T orthogonal wood beam 13, a modular roof plate 14, a ground anchor bolt 15 and a field nail 16.

Foundation 1 is connected with ground beam board 2: pre-burying a ground anchor bolt 15 in the foundation 1, and connecting the floor beam plate 2 with the foundation 1; the surrounding ground beam plates 2 are flush with the foundation 1 at the outdoor side, and extend out of the foundation 1 at the indoor side; indoor floor beam plates 2 extend out of the foundation 1; the part of the beam slab 2 extending out of the foundation 1 is a bottom nailing region 2-1; the anchoring plate body 2-2 of the floor beam plate 2 is connected to the foundation 1 through a ground anchor bolt 15, and a mortar layer or a foam pad is arranged between the foundation 1 and the anchoring plate body 2-2; the outer edge of the indoor ground beam plate 2 at the periphery is a top nailing region 2-3; laying a bottom layer modular floor 3 on the ground beam plate 2, laying a bottom layer modular floor angle plate 3-1 at the corner, and laying a bottom layer modular floor side span middle plate 3-2 at other positions of the side span; and (3) laying bottom layer modular floor intermediate span side plates 3-3 at two ends of the intermediate span, and laying bottom layer modular floor intermediate span intermediate plates 3-4 at other positions of the intermediate span.

Horizontal connection of bottom layer modularization superstructure 3: and laterally nailing the connecting field nailing region 3-1-18 between the lateral plates at the bottom of the bottom layer modular floor system 3, and transversely connecting the corner plate 3-1 of the bottom layer modular floor system, the side span middle plate 3-2 of the bottom layer modular floor system, the middle span side plate 3-3 of the bottom layer modular floor system and the middle span middle plate 3-4 of the bottom layer modular floor system.

The longitudinal connection of the bottom layer modular floor 3 is as follows: connecting field nail applying areas 3-1-19 between beam upper plates at the bottom of the bottom layer modular floor 3 for laterally applying nails, and longitudinally connecting plates of a bottom layer modular floor angle plate 3-1, a bottom layer modular floor side span middle plate 3-2, a bottom layer modular floor middle span side plate 3-3 and a bottom layer modular floor middle span middle plate 3-4.

The bottom layer modular floor 3 is connected with the floor beam plate 2: at the outside of the room, the lower parts of a bottom layer modular floor corner plate 3-1, a bottom layer modular floor side span middle plate 3-2 and a bottom layer modular floor middle span side plate 3-3 are connected with a top field nailing region 3-1-15 to be nailed downwards to form a field nail 16; connecting a bottom layer modular floor corner plate 3-1, a bottom layer modular floor side span middle plate 3-2 and a bottom layer modular floor middle span side plate 3-3 with surrounding ground beam plates 2; after the plates are longitudinally connected, a rear additional beam plate connecting reinforcing plate 3-1-9 is inserted between the ground beam plate 2 and the bottom layer modular floor system 3 where the longitudinal connection is located, nails are upwards applied to the bottom nailing region 2-1 of the ground beam plate 2, and the bottom layer modular floor system corner plate 3-1, the bottom layer modular floor system edge span middle plate 3-2, the bottom layer modular floor system middle side span plate 3-3, the bottom layer modular floor system middle span middle plate 3-4 and the rear additional beam plate connecting reinforcing plate 3-1-9 are connected with the ground beam plate 2.

Modularization bearing side fascia 4 and the connection of bottom modularization superstructure 3: the modularized bearing external wall panel 4 is respectively erected on the bottom layer modularized floor system 3, the nail applying area 4-1-20 is applied downwards at the bottom connecting field, the modularized bearing external wall panel 4 is connected with the bottom layer modularized floor system 3, and when the lateral force resistance intensity is insufficient, the interlayer anchor bolt 17 is additionally arranged to strengthen the connection of the modularized bearing external wall panel and the bottom layer modularized floor system 3.

The connection of wallboard 5 and bottom modularization superstructure 3 in the modularization bearing: the modular bearing inner wall boards 5 are respectively erected on the bottom layer modular floor 3, the nailing areas 5-1-15 are nailed downwards in the bottom connection field, and the modular bearing inner wall boards 5 are connected with the bottom layer modular floor 3.

Connection between the modular load-bearing external wall panels 4: FIGS. 60-64 are schematic views of a horizontal wall connection of modular wall panels; laterally nailing the nail-applying areas 4-1-21 of the longitudinal connecting field of two adjacent modular load-bearing external wall panels 4, and longitudinally connecting the modular load-bearing external wall panels 4; FIGS. 65-69 are schematic views of an L-shaped wall connection of modular wall panels; and laterally nailing nails in a longitudinal connecting field nailing area 4-1-21 of one modular load-bearing external wall panel 4, and nailing the nails into corner reinforcing plates 4-1-13 of the modular external wall panel 4-2 for the L-shaped wall to form the L-shaped wall.

The connection between wallboard 5 in the modularization bearing and wallboard 5 and the connection of modularization bearing side fascia 4 in the modularization bearing: laterally nailing in longitudinal connecting field nailing areas 5-1-16 of adjacent modular load-bearing inner wall boards 5, and longitudinally connecting the two; nailing the nails in the longitudinal connecting spot nailing area 5-1-16 side direction of the modular bearing inner wallboard 5, nailing the nails into the corner reinforcing plate 5-1-10 of the modular inner wallboard 5-2 for the L-shaped wall, and forming the L-shaped inner wall; nailing the nails laterally in a nailing region 5-1-16 of a longitudinal connecting site of the modular load-bearing inner wallboard 5, nailing a vertical plate to connect a T-shaped wall, and connecting a reinforced vertical plate 5-1-11 with the T-shaped wall of the modular inner wallboard 5-3, or nailing a transverse plate to connect a T-shaped wall, and connecting a reinforced transverse plate 5-1-12 with the T-shaped wall of the modular inner wallboard 5-4 to form a T-shaped inner wall;

fig. 70-71 are schematic diagrams of connection of a T-shaped wall of a modular wall panel by a vertical plate, fig. 72-74 are schematic diagrams of connection of a vertical plate of a T-shaped wall of a modular wall panel, and fig. 75-77 are schematic diagrams of connection of a transverse plate of a T-shaped wall of a modular wall panel; and laterally nailing in a longitudinal connecting field nailing area 5-1-16 of the modular load-bearing inner wall board 5, nailing a vertical board to connect the T-shaped wall and connecting the reinforced vertical board 4-1-14 with the T-shaped wall of the modular outer wall board 4-3, or nailing a transverse board to connect the T-shaped wall and connecting the reinforced transverse board 4-1-15 with the T-shaped wall of the modular outer wall board 4-4 to form the T-shaped wall.

The modularization bearing wall panel 4, the connection of wallboard 5 and whole enhancement beam slab 6, modularization superstructure 7 in the modularization bearing: the modularized load-bearing external wall panels 4, the modularized load-bearing internal wall panels 5 and the bottom layer modularized floor system 3 are connected, and after the modularized load-bearing external wall panels 4, the modularized load-bearing internal wall panels 5 and the modularized load-bearing external wall panels 4 and the modularized load-bearing internal wall panels 5 are connected, the integral reinforced top beam plate 6 is respectively nailed and shot on the horizontal top beam plate 4-1-1 at the top of the modularized load-bearing external wall panel 4 and the horizontal top beam plate 5-1-1 at the top of the modularized load-bearing internal wall panel 5; and (3) placing the modular floor system 7 on the integral reinforced top beam plate 6, and respectively applying nails upwards in the top connection field nailing areas 4-1-19 of the modular bearing external wall plate 4 and the top connection field nailing areas 5-1-14 of the modular bearing internal wall plate 5, and respectively connecting the modular bearing external wall plate 4 and the modular bearing internal wall plate 5 with the integral reinforced top beam plate 6 and the modular floor system 7.

Modularization pitched roof side fascia 8, modularization gable bearing side fascia 10 and the connection of modularization superstructure 7: and (3) installing top nailing areas 10-1-20 at the lower parts of the modular slope top external wall panel 8, the modular slope top external wall panel 8 and the modular gable bearing external wall panel 10 for downward nailing respectively at the wall panel and roof connection bottom on-site nailing areas 8-1-18 and the modular gable bearing external wall panel 10, and connecting the modular slope top external wall panel 8, the modular gable bearing external wall panel 10 and the modular floor 7.

Wallboard 5, modularization top of slope side fascia 8 and modularization gable bearing connection between the external wall panel 10 in the modularization bearing: laterally nailing on the wallboard connecting lateral on-site nailing region 8-1-20 of the adjacent modular pitched roof external wall panel 8, and longitudinally connecting the modular pitched roof external wall panels 8; laterally nailing 8-1-20 lateral nailing areas at the wall plate connecting lateral on-site of the modular slope top external wall plate 8, or laterally nailing 10-1-22 lateral nailing areas between plates of the modular gable bearing external wall plate 10, and nailing into the corner reinforcing plates 8-1-13 of the modular slope top external wall plate 8-2 for the L-shaped wall to form the L-shaped wall body; and laterally nailing in a longitudinal connecting field nailing area 5-1-16 of the modular load-bearing inner wallboard 5, nailing a vertical plate to be connected with a T-shaped wall of the modular pitched roof outer wallboard 8-3 to be connected with a reinforced vertical plate 8-1-14, or nailing a transverse plate to be connected with a T-shaped wall of the modular pitched roof outer wallboard 8-4 to be connected with a reinforced transverse plate 8-1-15 to form the T-shaped wall.

Connection between the modularization gable bearing side fascia 10: the modular wood frame structure gable trapezoidal plate 10-2 is located in the middle, modular wood frame structure gable trapezoidal plates 10-1 are respectively arranged on two sides of the modular wood frame structure gable trapezoidal plate, lateral nailing areas 10-1-22 are connected among the plates for lateral nailing, the modular wood frame structure gable trapezoidal plate 10-1 is nailed into adjacent plates to be connected with the lateral nailing areas 10-1-22, and the modular wood frame structure gable trapezoidal plate 10-1 is connected with the modular wood frame structure gable trapezoidal plate 10-2.

Connection between the modular side-mounted floor 9: connecting lateral nailing areas 9-1-13 between lateral plates of laterally adjacent modular side-mounted floor systems 9 to laterally nail adjacent modular side-mounted floor systems 9; connecting and nailing areas 9-1-14 between beam upper plates of longitudinally adjacent modular side-mounted floor systems 9 for lateral nailing to longitudinally connect the modular side-mounted floor systems 9.

The modular side-mounted floor system 9 is connected with the modular bearing inner wall plate 5, the modular slope top outer wall plate 8 and the modular gable bearing outer wall plate 10: laterally nailing the transverse plate lateral nailing region 9-1-15 of the modular side-mounted floor system 9 into a top floor mounting plate 8-1-16 of the modular pitched roof external wall plate 8, and connecting the modular side-mounted floor system 9 with the modular pitched roof external wall plate 8; laterally nailing in a longitudinal plate lateral nailing area 9-1-16 of the modular side-mounted floor system 9, nailing into a top floor mounting plate 10-1-12 of the modular gable bearing external wall plate 10, connecting the modular gable bearing external wall plate 10 with the modular side-mounted floor system 9, and arranging the modular gable bearing external wall plate 10 at the upper part and the lower part of the modular side-mounted floor system 9; after the longitudinal connection of the modular side-mounted floor 9 is completed, a rear additional beam plate connecting reinforcing plate 9-1-9 is inserted between the modular side-mounted floor 9 and the modular bearing inner wall plate 5, nails are upwards applied to a top connecting field nailing region 5-1-14, and the modular side-mounted floor 9 and the modular bearing inner wall plate 5 are connected.

The connection of the middle-span inclined T-shaped wood beam 12, the ridge double-T orthogonal wood beam 13 and the modularized gable bearing external wall panel 10 is as follows: the T-shaped wood beams 12 and the ridge double-T orthogonal wood beams 13 are respectively placed into beam supporting openings 10-1-8 of the modular gable bearing external wall panel 10, nails are obliquely and downwards applied to a roof panel span middle connecting field nailing area 12-3 and a roof panel ridge connecting field nailing area 13-3, and the span middle obliquely-placed T-shaped wood beams 12 and the ridge double-T orthogonal wood beams 13 are connected with the modular gable bearing external wall panel 10.

Modularization roof board 14 and modularization slope top side fascia 8, modularization gable bearing side fascia 10, the whole enhancement of top layer put the roof beam board 11 to one side, stride the connection of putting T shape timber beams 12, the two T quadrature timber beams 13 of ridge to one side: the top layer integral reinforced inclined top beam plate 11 is nailed downwards in an inclined mode, the modular pitched top external wall plate 8 is nailed, and the modular pitched top external wall plate 8 is connected with the top layer integral reinforced inclined top beam plate 11; nailing the top floor mounting plate 8-1-16 of the modular pitched roof external wall panel 8 in an oblique direction, and nailing the top floor mounting plate into a wall panel connecting plate 14-1-14 of the modular roof plate 14; the nailing part of the top floor mounting plate 8-1-16 is a wallboard and roof connection bottom on-site nailing region 8-1-18, and the nailing part of the wallboard connecting plate 14-1-14 is a wallboard connection on-site nailing region 14-1-21; connecting the wallboard connecting plates 14-1-14 with the top floor mounting plates 8-1-16; nailing the side direction of the site nailing area 14-1-26 of the wallboard reinforcing clamping plate of the reinforcing wall connecting clamping plate 14-1-18, and nailing the side direction into the top layer to integrally reinforce the inclined top beam plate 11; connecting the modular pitched roof external wall panel 8, the top layer integral reinforced inclined top beam panel 11 and the modular roof panel 14; the top layer integral reinforced inclined top beam plate 11 is nailed obliquely downwards, the modular gable bearing external wall plate 10 is nailed, and the modular gable bearing external wall plate 10 is connected with the top layer integral reinforced inclined top beam plate 11; nailing is obliquely upwards carried out on an oblique top beam plate 10-1-3 of the modular gable load-bearing external wall plate 10, and the nail is nailed into a modular roof plate 14, namely a gable connecting plate 14-1-20 of the modular upper ridge gable roof plate 14-1 and the modular lower ridge gable roof plate 14-3; connecting a modular gable bearing external wall plate 10, a top layer integral reinforced inclined top beam plate 11 and a modular roof plate 14; nailing the site nailing region 12-3 in an inclined manner in the midspan of the roof panel of the mid-span T-shaped wood beam 12, nailing the mid-span beam of the mid-span beam connecting plate 14-1-13 of the modular roof panel 14 into the site nailing region 14-1-22, nailing the lateral nailing region 14-1-27 of the strengthening plate connecting plate 14-1-19 in the field of the strengthening plate reinforcing plate, nailing the strengthening connecting plate 12-2 of the mid-span inclined T-shaped wood beam 12, and connecting the mid-span inclined T-shaped wood beam 12 with the modular roof panel 14; and (3) obliquely and upwardly nailing the roof plate and roof ridge connecting field nailing region 13-3 of the roof double-T orthogonal wood beam 13, nailing the roof beam into the roof beam connecting plate 14-1-12 of the modular roof plate 14 and connecting the roof double-T orthogonal wood beam 13 with the modular roof plate 14 in the roof beam connecting field nailing region 14-1-23.

Connection between modular roof panels 14: lateral nailing of rafters 14-1-4 are connected to the plate edges of adjacent modular roof plates 14, the adjacent plate edge connecting rafters 14-1-4 are nailed, and the modular roof plates 14 are laterally connected; the modular lower ridge gable roof plate 14-3 and the top ridge plate 14-1-1 of the modular lower ridge standard roof plate 14-4 are respectively abutted against the modular upper ridge gable roof plate 14-1 and the top ridge plate 14-1-1 and the ridge-spanning connecting plate 14-1-11 of the modular upper ridge standard roof plate 14-2, and are respectively nailed obliquely upwards on the modular lower ridge gable roof plate 14-3 and the ridge plate 14-1-1 of the modular lower ridge standard roof plate 14-4, and are respectively nailed into the modular upper ridge gable roof plate 14-1 and the ridge plate 14-1-1 of the modular upper ridge standard roof plate 14-2; and nailing the 13-3 nailing areas on the roof plate and roof ridge connecting site of the roof ridge double-T orthogonal wood beam 13, and connecting the modularized roof plate 14 on the roof ridge double-T orthogonal wood beam 13.

FIGS. 5-22 are schematic views of a bottom layer modular floor; the bottom layer modular floor 3 comprises a bottom layer modular floor corner plate 3-1, a bottom layer modular floor side span middle plate 3-2, a bottom layer modular floor middle span side plate 3-3 and a bottom layer modular floor middle span middle plate 3-4.

FIGS. 5-9 are schematic views of bottom-layer modular floor gussets; the bottom layer modular floor angle plate 3-1 is a rectangular plate, wherein the top of the longitudinal outer side is an upper longitudinal wall connecting plate 3-1-1 with a horizontal plate surface, the bottom is a lower longitudinal beam connecting plate 3-1-6 with a horizontal plate surface, and the plate surfaces of the upper longitudinal wall connecting plate and the lower longitudinal beam connecting plate are parallel and are corresponding up and down; along the length direction of the frame beam and the frame beam, the frame beam 3-1-10 is positioned between the frame beam and is respectively vertically connected with the frame beam and the frame beam; one sixth to one fourth of the width of the upper longitudinal wall connecting plate 3-1-1 and the lower longitudinal beam connecting plate 3-1-6 are exposed outside the plate, the parts exposed outside the plate are respectively an upper wall connecting wall external field nailing region 3-1-20 and a lower connecting bottom field nailing region 3-1-21, the width of the two regions is equal to the thickness of the plate, and a plurality of arc-shaped ventilation openings 3-1-16 which are uniformly distributed are respectively arranged;

the longitudinal inner side is provided with a lateral inter-plate connecting plate 3-1-3 with a vertical plate surface, evenly distributed in-plate joists 3-1-11 are arranged between the lateral inter-plate connecting plate 3-1-3 and the frame beams 3-1-10 in parallel, and the lateral inter-plate connecting plate 3-1-3, the frame beams 3-1-10 and the in-plate joists 3-1-11 are respectively parallel; a plurality of end cross braces 3-1-13 which are mutually vertical and are uniformly distributed are arranged between the frame beam 3-1-10 and the in-board joist 3-1-11; in-plate crossbars 3-1-14 vertical to the in-plate joists 3-1-11 and the lateral inter-plate connecting plates 3-1-3 and the in-plate joists 3-1-11 are respectively arranged between the in-plate joists and the in-plate joists;

the end parts of one end of the lateral inter-plate connecting plate 3-1-3, the frame beam 3-1-10 and the in-plate joist 3-1-11 are respectively and vertically connected with the end sealing plate 3-1-17; the end-sealing plate 3-1-17 is vertical in plate surface, the top of the end-sealing plate is provided with an upper transverse wall connecting plate 3-1-2 vertical to the end-sealing plate, the bottom of the end-sealing plate is provided with a lower cross beam connecting plate 3-1-7 vertical to the end-sealing plate, the upper transverse wall connecting plate 3-1-2 and the lower cross beam connecting plate 3-1-7 are parallel to each other and are corresponding up and down, one sixth to one fourth of the plate width is exposed outside the plate, the parts exposed outside the plate are an upper wall connecting wall on-site nailing region 3-1-20 and a lower connecting bottom on-site nailing region 3-1-21 respectively, the widths of the two regions are equal to the plate thickness, and a plurality of arc-shaped ventilation openings 3-1;

the end parts of the other ends of the lateral inter-plate connecting plates 3-1-3, the frame beams 3-1-10 and the in-plate joists 3-1-11 are respectively vertically connected with the beam upper inter-plate connecting plates 3-1-5; vertical connecting and reinforcing crossbars 3-1-12 parallel to the beam upper inter-plate connecting plates 3-1-5 are arranged among the lateral inter-plate connecting plates 3-1-3, the frame beams 3-1-10 and the in-plate joists 3-1-11 and close to the inner sides of the beam upper inter-plate connecting plates 3-1-5, and the vertical connecting and reinforcing crossbars 3-1-12 are in a straight line;

the top surfaces of an upper longitudinal wall connecting plate 3-1-1, an upper transverse wall connecting plate 3-1-2, lateral inter-plate connecting plates 3-1-3, in-plate joists 3-1-11, upper and lower connecting reinforcing cross braces 3-1-12, end cross braces 3-1-13 and in-plate cross braces 3-1-14 are flush and are connected with a top surface covering plate 3-1-4; the bottom surfaces of the frame beam 3-1-10, the in-board joists 3-1-11, the end-sealing plate 3-1-17, the upper and lower connecting reinforcing cross braces 3-1-12, the end cross braces 3-1-13 and the in-board cross braces 3-1-14 are flush and are connected with the bottom surface covering panel 3-1-8;

the bottom surfaces of the lateral inter-plate connecting plates 3-1-3, the beam upper inter-plate connecting plates 3-1-5, the lower longitudinal beam connecting plates 3-1-6 and the lower cross beam connecting plates 3-1-7 are flush, and the heights of the exposed bottom surface covering plates 3-1-8 are equal; exposed parts of the lateral inter-plate connecting plates 3-1-3 form lateral inter-plate connecting field nailing regions 3-1-18, and exposed parts of the beam upper inter-plate connecting plates 3-1-5 form beam upper inter-plate connecting field nailing regions 3-1-19;

filling heat-insulating and sound-insulating materials in a space surrounded by the lateral inter-plate connecting plate 3-1-3, the top surface covering plate 3-1-4, the beam upper inter-plate connecting plate 3-1-5, the bottom surface covering plate 3-1-8, the frame beam 3-1-10 and the end-sealing plate 3-1-17;

the thickness of an upper longitudinal wall connecting plate 3-1-1, an upper transverse wall connecting plate 3-1-2, a lateral inter-plate connecting plate 3-1-3, an upper beam inter-plate connecting plate 3-1-5, a lower longitudinal beam connecting plate 3-1-6, a lower cross beam connecting plate 3-1-7, a rear additional beam plate connecting reinforcing plate 3-1-9, a frame beam 3-1-10, an in-plate joist 3-1-11, an upper and lower connecting reinforcing transverse strut 3-1-12, an end transverse strut 3-1-13, an in-plate transverse strut 3-1-14 and a sealing end plate 3-1-17 are the same, and the width is integral multiple of the thickness;

the arc-shaped air vents 3-1-16 are semicircular, the edges of the openings are in reverse arc smooth transition, and the radius of the radian is 8mm-12 mm; the distance between the arc-shaped ventilation openings 3-1-16 is 400mm-600 mm.

FIGS. 10-14 are schematic views of an edge-span intermediate plate of a bottom-layer modular floor; the difference between the bottom layer modular floor side span middle plate 3-2 and the bottom layer modular floor corner plate 3-1 is as follows: lateral inter-plate connecting plates 3-1-3 are respectively arranged at the longitudinal two sides of a side span middle plate 3-2 of the bottom layer modular floor, and in-plate joists 3-1-11 are uniformly distributed among the lateral inter-plate connecting plates 3-1-3; and in-plate cross braces 3-1-14 perpendicular to the side inter-plate connecting plates 3-1-3 and the in-plate joists 3-1-11 are respectively arranged between the side inter-plate connecting plates 3-1-3 and the in-plate joists 3-1-11.

15-18 are schematic views of a middle side span plate of a bottom layer modular floor; the difference between the middle side span plate 3-3 of the bottom layer modular floor and the bottom layer modular floor corner plate 3-1 is as follows: the end parts of two ends of the lateral inter-plate connecting plate 3-1-3, the frame beam 3-1-10 and the in-plate joist 3-1-11 are respectively vertically connected with the beam upper inter-plate connecting plate 3-1-5.

FIGS. 19-22 are schematic views of intermediate spans of bottom-layer modular floor systems; the difference between the middle span middle plate 3-4 of the bottom layer modular floor system and the middle span side plate 3-3 of the bottom layer modular floor system is as follows: the longitudinal two sides are respectively provided with lateral inter-plate connecting plates 3-1-3.

FIG. 23 is an assembly view of a first floor of wall panel, and FIGS. 24-51 are schematic views of a modular wall panel; the modular load-bearing external wall panel 4 comprises a typical modular external wall panel 4-1, a modular external wall panel 4-2 for an L-shaped wall, a modular external wall panel 4-3 for a vertical plate connecting T-shaped wall and a modular external wall panel 4-4 for a transverse plate connecting T-shaped wall.

FIGS. 24-30 are schematic views of exemplary modular wall panels; the left end and the right end of a typical modularized external wall panel 4-1 are respectively provided with a vertical panel edge wall rib column 4-1-2, the left panel edge wall rib column 4-1-2 and the right panel edge wall rib column 4-1-2, a bottom horizontal bottom beam panel 4-1-3 and a top horizontal top beam panel 4-1-1 enclose a rectangular outer frame; the uniformly distributed plate inner wall studs 4-1-9 are arranged between the plate edge wall studs 4-1-2, wherein the plate inner wall studs 4-1-9 at the two ends are respectively close to the plate edge wall studs 4-1-2; the top and the bottom of the inner wall skeleton column 4-1-9 of the plate are respectively connected with the horizontal top beam plate 4-1-1 and the bottom beam plate 4-1-3; nailing and shooting an indoor wall panel 4-1-4 and an outdoor wall panel 4-1-7 at the inner side and the outer side of the inner wall studs 4-1-9 of the board respectively;

two inner wall studs 4-1-9 which are tightly close to the wall studs 4-1-2 of the plate edge are directly connected with the indoor wall plate 4-1-4 and the outdoor wall plate 4-1-7 by adopting nails, the outer side of the indoor wall plate 4-1-4 is nailed and shot by gypsum board to install battens 4-1-6, and the outer side of the outdoor wall plate 4-1-7 is nailed and shot by a water guide plate 4-1-5 at the corresponding position of the other inner wall studs 4-1-9; 4-1-1 parts of horizontal top beam plates, 4-1-2 parts of plate edge wall studs, 4-1-3 parts of bottom beam plates and 4-1-6 parts of gypsum board mounting battens are vertically and horizontally arranged at one indoor side; the horizontal top beam plate 4-1-1, the plate edge wall bone column 4-1-2, the bottom beam plate 4-1-3 and the water-guiding plate 4-1-5 are vertically flush at one outdoor side;

the horizontal top beam plate 4-1-1, the plate edge wall bone column 4-1-2 and the bottom beam plate 4-1-3 are exposed out of the plate surface at both the indoor side and the outdoor side; the exposed part of the horizontal top beam plate 4-1-1 is a top connection field nailing region 4-1-19, the exposed part of the plate edge wall bone column 4-1-2 is a longitudinal connection field nailing region 4-1-21, and the exposed part of the bottom beam plate 4-1-3 is a bottom connection field nailing region 4-1-20;

vent holes 4-1-10 are formed in the top connecting field nailing region 4-1-19 and the bottom connecting field nailing region 4-1-20 at the outdoor side of the horizontal top beam plate 4-1-1 and the bottom beam plate 4-1-3, and the vent holes 4-1-10 are aligned and communicated from bottom to top; the positions which are one fourth to one third away from the two ends of the wall panel are respectively positioned at the indoor side of the indoor wall panel 4-1-4, and the outdoor side of the outdoor wall panel 4-1-7 is provided with 4 hoisting holes 4-1-11;

4-1-2 plate edge wall studs, 4-1-3 bottom beam plates, 4-1-1 horizontal top beam plates, 4-1-4 indoor wall panels, 4-1-7 outdoor wall panels and 4-1-9 plate inner wall studs are arranged in series of cavities surrounded by filling heat-insulating materials 4-1-8.

FIGS. 31 to 37 are schematic views of an L-shaped modular external wall panel for wall; the differences between the L-shaped wall modular external wall panel 4-2 and the typical modular external wall panel 4-1 are as follows: a corner reinforcing plate 4-1-13 is additionally arranged at the inner corner of the plate, the top of the corner reinforcing plate 4-1-13 is connected with a horizontal top beam plate 4-1-1, the bottom of the corner reinforcing plate is connected with a bottom beam plate 4-1-3, and the side end face of the corner reinforcing plate is respectively connected with a plate edge wall bone column 4-1-2 and a plate inner wall bone column 4-1-9; the side end faces and the indoor side of the plate edge wall bone column 4-1-2 form a lateral connection site nailing region 4-1-22, and the side, away from the plate edge wall bone column 4-1-2, of the corner reinforcing plate 4-1-13 is the lateral connection site nailing region 4-1-22.

FIGS. 38-44 are schematic views of a modular external wall panel for a T-shaped wall with vertical plates connected thereto; the modular external wall panel 4-3 for the T-shaped wall connected by the vertical plates is different from the typical modular external wall panel 4-1 in that: replacing one gypsum board mounting batten 4-1-6 with a T-shaped wall connecting and reinforcing vertical plate 4-1-14 on one indoor side, wherein the T-shaped wall connecting and reinforcing vertical plate 4-1-14 is respectively connected with a horizontal top beam plate 4-1-1, a bottom beam plate 4-1-3 and an in-board wall bone column 4-1-9; two side edges of the T-shaped wall connecting reinforced vertical plates 4-1-14 are lateral connecting field nailing zones 4-1-22.

FIGS. 45-51 are schematic views of the modular external wall panel with transverse plates connected to the T-shaped wall; the modular external wall panel 4-4 for the transverse plate connecting T-shaped wall is different from the typical modular external wall panel 4-1 in that: two adjacent gypsum board mounting battens 4-1-6 are replaced by a plurality of T-shaped wall connecting and reinforcing transverse plates 4-1-15 which are horizontal, parallel to each other and evenly distributed on one indoor side, and the T-shaped wall connecting and reinforcing transverse plates 4-1-15 are connected with the inner wall studs 4-1-9.

FIGS. 52-58 are schematic views of a modular interior wall panel; the modular load-bearing inner wall board 5 comprises a typical modular inner wall board 5-1, a modular inner wall board 5-2 for an L-shaped wall, a modular inner wall board 5-3 for a vertical plate connecting T-shaped wall and a modular inner wall board 5-4 for a transverse plate connecting T-shaped wall.

FIGS. 52-56 are schematic views of exemplary modular interior wall panels; the typical modular inner wall board 5-1 is formed by a rectangular outer frame surrounded by a horizontal top beam board 5-1-1, two vertical board edge wall bone columns 5-1-2 and a horizontal bottom beam board 5-1-3;

arranging a plurality of in-board wall studs 5-1-5 which are parallel to each other and are uniformly distributed between two vertical board edge wall studs 5-1-2, wherein the in-board wall studs 5-1-5 at two ends are tightly leaned against the board edge wall studs 5-1-2, filling sound insulation materials 5-1-13 between the in-board wall studs 5-1-5, nailing and shooting indoor wall panels 5-1-4 at two sides of the in-board wall studs 5-1-5 and the sound insulation materials 5-1-13, and nailing and shooting gypsum boards at positions corresponding to the in-board wall studs 5-1-5 except the in-board wall studs 5-1-5 at two ends to install wood strips 5-1-6 at two sides respectively; the horizontal top beam plate 5-1-1, the plate edge wall bone column 5-1-2, the bottom beam plate 5-1-3 and the gypsum board mounting battens 5-1-6 are vertically flush at two sides;

the parts of the two sides of the horizontal top beam plate 5-1-1, which extend out of the plate surface, are top connection field nailing areas 5-1-14; the parts of the two sides of the bottom beam plate 5-1-3 extending out of the plate surface are bottom connection field nailing areas 5-1-15; the parts of the two sides of the edge wall studs 5-1-2 of the two plates, which extend out of the plate surfaces, are longitudinally connected with on-site nailing areas 5-1-16.

FIG. 57 is a schematic horizontal cross-sectional view of a modular interior wall panel for an L-shaped wall; the differences between the L-shaped wall modular interior wall panel 5-2 and the typical modular interior wall panel 5-1 are: a corner reinforcing plate 5-1-10 is additionally arranged at the inner corner of the plate, the top of the corner reinforcing plate 5-1-10 is connected with a horizontal top beam plate 5-1-1, the bottom of the corner reinforcing plate is connected with a bottom beam plate 5-1-3, and the side end faces of the corner reinforcing plate are respectively connected with a plate edge wall bone column 5-1-2 and a plate inner wall bone column 5-1-5; the side end faces and the indoor side of the plate edge wall bone column 5-1-2 form a lateral connection site nailing region 5-1-17, and the side, away from the plate edge wall bone column 5-1-2, of the corner reinforcing plate 5-1-10 is the lateral connection site nailing region 5-1-17.

FIG. 58 is a schematic horizontal cross-sectional view of a modular interior wall panel for a riser-joined T-wall; the difference between the modular inner wall board 5-3 for the T-shaped wall connected by the vertical plates and the typical modular inner wall board 5-1 is as follows: the vertical plate is connected with a T-shaped wall, a modular inner wall plate 5-3 is arranged on one indoor side, one gypsum board mounting batten 5-1-6 is replaced by a T-shaped wall connecting reinforced vertical plate 5-1-11, and the T-shaped wall connecting reinforced vertical plate 5-1-11 is respectively connected with a horizontal top beam plate 5-1-1, a bottom beam plate 5-1-3 and an in-board wall skeleton column 5-1-5; two side edges of the T-shaped wall connected with the reinforced vertical plates 5-1-11 are lateral connecting field nailing areas 5-1-17.

FIG. 59 is a schematic horizontal cross-sectional view of a modular interior wall panel for cross-wall joining of a T-wall; the differences between the modular inner wall board 5-4 for the transverse board connecting T-shaped wall and the typical modular inner wall board 5-1 are as follows: two adjacent gypsum board mounting battens 5-1-6 are replaced by a plurality of T-shaped wall connecting and reinforcing transverse plates 5-1-12 which are horizontal, parallel to each other and evenly distributed on one indoor side, and the T-shaped wall connecting and reinforcing transverse plates 5-1-12 are connected with the inner wall studs 5-1-5.

FIGS. 78-87 are schematic views of a top slope roof of a modular wood frame structure; the modular pitched roof external wall panel 8 comprises a typical modular pitched roof external wall panel 8-1, a modular pitched roof external wall panel 8-2 for an L-shaped wall, a modular pitched roof external wall panel 8-3 for a vertical plate connecting T-shaped wall and a modular pitched roof external wall panel 8-4 for a transverse plate connecting T-shaped wall.

FIGS. 78-84 are schematic views of typical modular pitched roof exterior wall panels; the bottom ends of two vertical plate edge trapezoidal wall skeleton columns 8-1-2 of a typical modular slope top external wall plate 8-1 are respectively connected with a horizontal bottom beam plate 8-1-3, the top ends of the two vertical plate edge trapezoidal wall skeleton columns are respectively connected with a slope top panel 8-1-1, 4 plates form a frame in a surrounding mode, the projection of the frame to an indoor or outdoor vertical plane is rectangular, and the projection of the side surface of the frame is right trapezoid;

the plate edge trapezoidal wall stud 8-1-2 is the same right angle trapezoidal plate, the bottom is two right angles, the indoor side of the top is higher than the outdoor side, the top slope is 45 degrees preferentially; the slope top panel 8-1-1 is connected with the plate edge trapezoidal stud 8-1-2, and the slope of the top surface is the same as that of the plate edge trapezoidal stud 8-1-2;

the bottom beam plate 8-1-3 and the slope top panel 8-1-1 extend to the two ends of the plate, the two plate edge trapezoidal stud 8-1-2 are positioned between the bottom beam plate 8-1-3 and the slope top panel 8-1-1, the bottom beam plate 8-1-3 and the two plate edge trapezoidal stud 8-1-2 are connected by a factory iron nail 8-1-12, the nails are vertically nailed into the plate edge trapezoidal stud 8-1-2 by the bottom beam plate 8-1-3, the number of nails applied to each connection point is 3-5, the nails are uniformly arranged in a row, the slope top panel 8-1-1 and the two plate edge trapezoidal studs 8-1-2 are connected by the factory iron nails 8-1-12, the nails are vertically nailed into the plate edge trapezoidal stud 8-1-2 by the slope top panel 8-1-1, each connecting point is provided with 3-5 nails, and the nails are uniformly distributed in a row;

a plurality of in-board trapezoidal wall studs 8-1-9 which are uniformly distributed and are parallel to each other are arranged between the board edge trapezoidal wall studs 8-1-2, the in-board trapezoidal wall studs 8-1-9 are right-angled trapezoids, two right angles are positioned at the bottom, the slope of the top surface is the same as that of the board edge trapezoidal wall studs 8-1-2, and the in-board trapezoidal wall studs 8-1-9 at two ends are tightly leaned against the board edge trapezoidal wall studs 8-1-2; filling inner filling heat-insulating materials 8-1-8 between the inner trapezoidal wall ribs 8-1-9 of the board and the edge trapezoidal wall ribs 8-1-2 of the board;

the width of the trapezoidal wall skeleton column 8-1-9 in the plate is smaller than that of the trapezoidal wall skeleton column 8-1-2 at the edge of the plate, an outdoor wall panel 8-1-7 is nailed at the outdoor side of the trapezoidal wall skeleton column 8-1-9 in the plate, and an indoor wall panel 8-1-4 is nailed at the indoor side;

a frame surrounded by the plate edge trapezoidal wall stud 8-1-2, the bottom beam plate 8-1-3 and the slope top panel 8-1-1 extends out of the outdoor side of the outdoor wall panel 8-1-7; a frame surrounded by the trapezoid wall stud 8-1-2 at the edge of the indoor wall panel 8-1-4, the bottom beam plate 8-1-3 and the slope top panel 8-1-1 extends out towards the outdoor side, and the extending width is preferably equal to the thickness of the trapezoid wall stud 8-1-2 at the edge of the indoor wall panel; the exposed parts of the trapezoidal wall studs 8-1-2 at the indoor and outdoor sides of the plate edge form a wall plate connecting side field nailing region 8-1-20, the exposed parts of the bottom beam plates 8-1-3 at the indoor and outdoor sides form a wall plate and floor plate connecting top field nailing region 8-1-17, and the exposed parts of the slope top panel 8-1-1 at the indoor and outdoor sides form a wall plate and roof connecting bottom field nailing region 8-1-18;

horizontally arranged top floor mounting plates 8-1-16 are nailed at the position with the height being the top floor height at one indoor side, the top floor mounting plates 8-1-16 are respectively connected with the trapezoidal wall studs 8-1-9 in the plate by iron nails 8-1-12 used in factories, and top floor mounting side on-site nailing areas 8-1-19 are respectively formed at the upper part and the lower part of the top floor mounting plates 8-1-16; installing battens 8-1-6 on the upper surface and the lower surface of the top floor installation plate 8-1-16 and at positions corresponding to the inner trapezoidal wall studs 8-1-9 (except the inner trapezoidal wall studs 8-1-9 with two ends abutting against the edge trapezoidal wall studs 8-1-2) by using iron nails 8-1-12 for nailing gypsum boards by a factory; the plate edge trapezoidal wall stud 8-1-2, the bottom beam plate 8-1-3, the gypsum board mounting batten 8-1-6, the slope top panel 8-1-1 and the top floor mounting plate 8-1-16 are all vertically flush at one indoor side;

at one outdoor side, at the corresponding position of the plate inner trapezoidal wall rib column 8-1-9 (except the plate inner trapezoidal wall rib column 8-1-9 with two ends abutting against the plate edge trapezoidal wall rib column 8-1-2), the water-guiding plate 8-1-5 is shot by the iron nails 8-1-12 of the factory; the plate edge trapezoidal wall stud 8-1-2, the bottom beam plate 8-1-3, the down-flow plate 8-1-5 and the slope top panel 8-1-1 are all vertically flush at one indoor side;

a ventilation opening 8-1-10 is formed in the outdoor side of the bottom beam plate 8-1-3, and the ventilation opening 8-1-10 is communicated from bottom to top; the distance between the two ends of the slope top panel 8-1-1 is one quarter to one third, the slope top panel is positioned at the indoor side of the indoor wall panel 8-1-4, and the outdoor side of the outdoor wall panel 8-1-7 is respectively provided with 2 hoisting holes 8-1-11.

FIG. 85 is a schematic view of a modular pitched roof exterior wall panel for an L-shaped wall; the modular pitched roof external wall panel 8-2 for the L-shaped wall is different from the typical modular pitched roof external wall panel 8-1 in that: one end of the left end and the right end of the indoor side of the modular pitched roof external wall panel 8-2 for the L-shaped wall is provided with a corner reinforcing plate 8-1-13, the corner reinforcing plate 8-1-13 is close to a trapezoidal wall rib column 8-1-2 at the edge of the panel, the length of the corner reinforcing plate and the length of the trapezoidal wall rib column 8-1-2 at the edge of the panel are the same, the panel surfaces are mutually vertical, nails are applied to the trapezoidal wall rib column 8-1-2 at the edge of the panel, and the nails 8-1-12 for factories are adopted to be connected with the corner; applying nails at the bottom of the bottom beam plate 8-1-3, and connecting the iron nails 8-1-12 used in factories with the corner reinforcing plates 8-1-13; applying nails on the top of the slope top panel 8-1-1, and connecting the iron nails 8-1-12 used in factories with corner reinforcing plates 8-1-13; one end of the top floor mounting plate 8-1-16 extends to the corner reinforcing plate 8-1-13, and the other end extends to the opposite plate edge trapezoidal wall stud 8-1-2;

the plate edge trapezoidal wall stud 8-1-2, the bottom beam plate 8-1-3, the corner reinforcing plate 8-1-13, the slope top panel 8-1-1 and the top floor mounting plate 8-1-16 are flush at one indoor side, and the parts of the plate edge trapezoidal wall stud 8-1-2 and the corner reinforcing plate 8-1-13, which are far away from the plate edge trapezoidal wall stud 8-1-2, respectively form a wall plate connection side field nailing area 8-1-20.

FIG. 86 is a schematic view of a modular pitched roof exterior wall panel with vertical plates connected to a T-shaped wall; the modular pitched roof external wall panel 8-3 for the T-shaped wall connected by the vertical plate is different from the typical modular pitched roof external wall panel 8-1 in that: installing battens 8-1-6 on the indoor side of a modular pitched roof external wall board 8-3 for a vertical board connected T-shaped wall and a gypsum board without nailing at a position corresponding to one inner trapezoidal wall skeleton column 8-1-9, connecting a nail with the T-shaped wall with the same length as the inner trapezoidal wall skeleton column 8-1-9 to reinforce the vertical board 8-1-14, enabling the inner trapezoidal wall skeleton column 8-1-9 to be vertical to the surface of the T-shaped wall connected reinforcing vertical board 8-1-14, nailing the T-shaped wall connected reinforcing vertical board 8-1-14, and connecting the inner trapezoidal wall skeleton column 8-1-9 with an iron nail 8-1-12 for a factory; applying nails to the bottoms of the bottom beam plates 8-1-3, and connecting the bottom beam plates with T-shaped wall connection reinforced vertical plates 8-1-14 by using iron nails 8-1-12 used in factories; applying nails on the top of the slope top panel 8-1-1, and connecting the reinforced vertical plate 8-1-14 with the T-shaped wall by using iron nails 8-1-12 used in factories; the left side and the right side of the T-shaped wall connected with the reinforced vertical plates 8-1-14 are respectively nailed with the top floor mounting plates 8-1-16; the left and right side parts of the T-shaped wall connecting reinforced vertical plates 8-1-14 form a wallboard connecting side on-site nailing region 8-1-20 respectively; the plate edge trapezoidal wall stud 8-1-2, the bottom beam plate 8-1-3, the T-shaped wall connecting reinforced vertical plate 8-1-14, the slope top panel 8-1-1 and the top floor mounting plate 8-1-16 are flush at one indoor side.

FIG. 87 is a schematic view of a modular pitched roof exterior wall panel with transverse panels connected to a T-shaped wall; the modular pitched roof external wall panel 8-4 for the transverse plate connected T-shaped wall is different from the typical modular pitched roof external wall panel 8-1 in that: installing battens 8-1-6 on the indoor side of a modular pitched roof external wall board 8-4 for connecting the transverse boards with the T-shaped wall and two adjacent inner trapezoidal wall bone columns 8-1-9 without nailing gypsum boards, nailing a plurality of horizontal T-shaped wall connecting reinforcing transverse boards 8-1-15, and preferentially and uniformly distributing the T-shaped wall connecting reinforcing transverse boards 8-1-15 and the top floor mounting boards 8-1-16; the plate edge trapezoidal wall stud 8-1-2, the bottom beam plate 8-1-3, the T-shaped wall connecting and reinforcing transverse plate 8-1-15, the slope top panel 8-1-1 and the top floor mounting plate 8-1-16 are flush at one indoor side;

the thickness and the width of the slope top panel 8-1-1 and the plate edge trapezoidal stud 8-1-2 are equal, the thickness is 38-89 mm, 40mm is preferably selected, the width is 140-286 mm, and 184mm is preferably selected; the thickness of the ladder-shaped wall skeleton column 8-1-9 in the plate is 38-89 mm, preferably 40mm, the width is 89-185 mm, preferably 89 mm; the indoor wall panels 8-1-4 are preferably made of load-bearing OSB plates, and the outdoor wall panels 8-1-7 are preferably made of OSB plates; the vent 8-1-10 is inwards recessed by 135-180 degrees at the outdoor side of the bottom beam plate 8-1-3, the arc is connected with the outdoor side plane of the bottom beam plate 8-1-3 by an arc with the radius of 2-5 mm, and the depth of the vent 8-1-10 is 10-19 mm.

FIGS. 99-104 are schematic views of a top modular floor covering; the modular side-mounted floor 9 comprises a top layer modular side-mounted floor gusset 9-1 and a top layer typical modular side-mounted floor panel 9-2.

FIGS. 99-103 are schematic views of top-layer modular floor gussets; the longitudinal side of the top-layer modularized side-mounted floor angle plate 9-1 is a lateral inter-plate connecting plate 9-1-3, the other side of the top-layer modularized side-mounted floor angle plate is a wall body side-connected longitudinal plate 9-1-1, in-plate joists 9-1-11 evenly distributed between the lateral inter-plate connecting plate 9-1-3 and the wall body side-connected longitudinal plate 9-1-1 are respectively parallel to each other, and the lateral inter-plate connecting plate 9-1-3, the in-plate joists 9-1-11 and the wall body side-connected longitudinal plate 9-1-1 are respectively parallel to each other; in-board transverse struts 9-1-7 perpendicular to the in-board joists 9-1-11 are respectively arranged between the in-board joists 9-1-11 and between the lateral inter-board connecting plates 9-1-3 and the in-board joists 9-1-11; evenly distributed end crossbars 9-1-10 are arranged between the in-board joists 9-1-11 and the wall body lateral connecting longitudinal boards 9-1-1;

one end of the lateral inter-plate connecting plate 9-1-3, the in-plate joist 9-1-11 and one end of the wall lateral connecting longitudinal plate 9-1-1 are respectively connected with the beam upper inter-plate connecting plate 9-1-5 by adopting nails; the other end is respectively connected with a lateral connecting transverse plate 9-1-2 of the wall body by adopting a nail; upper and lower connecting and reinforcing cross braces 9-1-12 are distributed and arranged between the lateral inter-plate connecting plate 9-1-3, the in-plate joists 9-1-11 and the wall lateral connecting longitudinal plate 9-1-1 at one end close to the beam upper inter-plate connecting plate 9-1-5, and the upper and lower connecting and reinforcing cross braces 9-1-12 are in a straight line;

lateral wall body connecting and reinforcing crossbars 9-1-6 are distributed and arranged among lateral inter-plate connecting plates 9-1-3, in-plate joists 9-1-11 and wall body lateral connecting longitudinal plates 9-1-1 near one end of a lateral wall body connecting transverse plate 9-1-2, and adjacent lateral wall body connecting and reinforcing crossbars 9-1-6 are staggered;

the top surfaces of lateral inter-plate connecting plates 9-1-3, beam upper inter-plate connecting plates 9-1-5, in-plate joists 9-1-11, upper and lower connecting reinforcing cross braces 9-1-12, end cross braces 9-1-10 and lateral wall connecting reinforcing cross braces 9-1-6 are flush and are all connected with a top surface covering plate 9-1-4; the bottom surfaces of the in-board joists 9-1-11, the upper and lower connecting reinforcing crossbars 9-1-12, the end crossbars 9-1-10 and the lateral wall connecting reinforcing crossbars 9-1-6 are flush and are all connected with the bottom surface covering panels 9-1-8;

the top surfaces of the wall body lateral connection longitudinal plate 9-1-1 and the wall body lateral connection transverse plate 9-1-2 are flush, the heights of the cladding plates 9-1-4 exposed out of the top surfaces are equal, and the heights are preferably equal to the plate thickness of the wall body lateral connection longitudinal plate 9-1-1; the lateral inter-plate connecting plates 9-1-3, the beam upper inter-plate connecting plates 9-1-5, the wall lateral connecting longitudinal plates 9-1-1 and the wall lateral connecting transverse plates 9-1-2 are flush in bottom surface, the heights of the covering plates 9-1-8 exposed out of the bottom surface are equal, and the thicknesses of the wall lateral connecting longitudinal plates 9-1-1 are preferably equal;

the exposed part of the lower part of the lateral inter-plate connecting plate 9-1-3 forms a lateral inter-plate connecting and nailing region 9-1-13, and the exposed part of the lower part of the beam upper inter-plate connecting plate 9-1-5 forms a beam upper inter-plate connecting and nailing region 9-1-14; the exposed part of the upper part of the wall body lateral connecting transverse plate 9-1-2 forms a transverse plate lateral nailing region 9-1-15, and the exposed part of the lower part forms a transverse plate lateral nailing region 9-1-15; the exposed part of the upper part of the wall body lateral connecting longitudinal plate 9-1-1 forms a longitudinal plate lateral nailing region 9-1-16, and the exposed part of the lower part forms a longitudinal plate lateral nailing region 9-1-16; and the heat-insulating and sound-insulating material is filled in the cavity in the board.

FIG. 104 is a schematic top modular floor gusset; the top layer typical modular side-mounted floor slab 9-2 differs from the top layer modular side-mounted floor gusset 9-1 in that: the lateral inter-plate connecting plate 9-1-3 is adopted to replace a wall body lateral connecting longitudinal plate 9-1-1, the upper part of the lateral inter-plate connecting plate 9-1-3 does not expose the top surface covering plate 9-1-4, and the exposed part of the lower part is a lateral inter-plate connecting nailing region 9-1-13; 9-1-3 parts of lateral inter-plate connecting plates, 9-1-4 parts of top surface covering plates, 9-1-5 parts of beam upper inter-plate connecting plates, 9-1-8 parts of bottom surface covering plates, 9-1-9 parts of rear additional beam plate connecting reinforcing plates, 9-1-11 parts of in-plate joists, 9-1-12 parts of upper and lower connecting reinforcing crossbars, 9-1-10 parts of end crossbars, 9-1-7 parts of in-plate crossbars, 9-1-1 parts of wall body lateral connecting longitudinal plates, 9-1-2 parts of wall body lateral connecting transverse plates and 9-1-6 parts of lateral wall body connecting reinforcing crossbars are identical in thickness and integral multiple in width.

Fig. 88 is a schematic view of the integral assembly of a gable, and fig. 89 to 98 are schematic views of modular wood frame structure gable panels; the modular gable load-bearing external wall panel 10 comprises a modular wood frame structure gable trapezoidal panel 10-1 and a modular wood frame structure gable trapezoidal panel 10-2.

FIGS. 89 to 93 are schematic views of a gable trapezoidal plate of a modular wood frame structure; the bottom ends of two vertical frame plates 10-1-1 of the gable trapezoidal plate 10-1 with the modular wood frame structure are respectively connected with a horizontal bottom beam plate 10-1-2, the top ends of the two vertical frame plates are respectively connected with an inclined top beam plate 10-1-3, the frame is enclosed by the frame, the frame is formed by the frame plates 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3, the projection of the frame to an indoor or outdoor vertical plane is a right trapezoid, and the projection of the side surface is a rectangle; the modular wood frame structure gable trapezoidal plate 10-1 is entirely trapezoidal; the frame plates 10-1-1 are the same, the side projection is a right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is preferably 45 degrees; the inclined top beam plate 10-1-3 is connected with the side frame plate 10-1-1, and the top surface gradient is the same as that of the side frame plate 10-1-1;

the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 extend to two ends of the plate, the two frame plates 10-1-1 are positioned between the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3, the bottom beam plate 10-1-2 and the two frame plates 10-1-1 are connected by a factory nail 10-1-17, the nail is vertically nailed into the frame plate 10-1-1 by the bottom beam plate 10-1-2, the number of nails applied to each connecting point is 3-5, the nails are arranged in a row and are evenly distributed, the inclined top beam plate 10-1-3 and the two frame plates 10-1-1 are connected by the factory nail 10-1-17, the nails are vertically nailed into the frame plates 10-1-3 by the inclined top beam plate 10-1-3, each connecting point is provided with 3-5 nails, and the nails are uniformly distributed in a row;

a plurality of in-board wall studs 10-1-4 which are uniformly distributed and are parallel to each other are arranged between the side frame plates 10-1-1, the in-board wall studs 10-1-4 are in a right trapezoid shape, two right angles are positioned at the bottom, the slope of the top surface is the same as that of the side frame plates 10-1-1, and the in-board wall studs 10-1-4 at two ends are tightly leaned against the side frame plates 10-1-1; heat-insulating and sound-insulating materials 10-1-21 are filled between the plate inner wall studs 10-1-4 and the frame plate 10-1-1;

the width of the inner wall studs 10-1-4 is smaller than that of the frame plates 10-1-1, the outdoor wall panels 10-1-18 are nailed at the outdoor side of the inner wall studs 10-1-4, and the indoor wall panels 10-1-19 are nailed at the indoor side;

in the wall board in the middle third section of the width of the gable board, a notch vertical to a sloping roof beam board 10-1-3 is arranged at the corresponding position of the top of a wall bone column 10-1-4 in one board, the notch is a beam supporting port 10-1-8, the whole beam supporting port 10-1-8 is rectangular and preferably square, and one corner of the bottom is horizontally filled by the middle of a reinforced combined core column 10-1-6 to be horizontal; a reinforced combined core column 10-1-6 is arranged below the beam supporting opening 10-1-8, the reinforced combined core column 10-1-6 is formed by overlapping two or more wood boards, the thickness of the reinforced combined core column 10-1-6 is equal to the width of the in-board wall stud 10-1-4, and the width of the reinforced combined core column 10-1-6 is preferentially equal to the width of the side frame plate 10-1-1;

the left end and the right end of a reinforced combined core column 10-1-6 are respectively provided with a reinforced combined end column 10-1-5, the top end of the reinforced combined end column 10-1-5 is respectively connected with an inclined top beam plate 10-1-3, a reinforced triangular plate 10-1-7 is arranged between the higher reinforced combined end column 10-1-5 and the inclined top beam plate 10-1-3, the reinforced triangular plate 10-1-7 is a right-angled triangle, the inclined edge is connected with the reinforced combined end column 10-1-5, one right-angled edge is the inclined top beam plate 10-1-3, the other right-angled edge is one edge of a beam supporting port 10-1-8, and the edge is vertical to the inclined top beam plate 10-1-3;

the outdoor side of the outdoor wall panel 10-1-18, a frame surrounded by the side frame plate 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 extends out of the outdoor side; the frame surrounded by the indoor side of the indoor wall panel 10-1-19, the side frame plate 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 extends out to the outdoor side, and the extending width is preferably equal to the thickness of the side frame plate 10-1-1; exposed parts of the frame plates 10-1-1 on the indoor and outdoor sides form inter-plate connecting lateral nailing areas 10-1-22, exposed parts of the bottom beam plates 10-1-2 on the indoor and outdoor sides form lower mounting top nailing areas 10-1-20, and exposed parts of the inclined top beam plates 10-1-3 on the indoor and outdoor sides form roof connecting nailing areas 10-1-16;

on one indoor side, horizontally placed top floor mounting plates 10-1-12 are nailed at the position with the height of the top floor, the top floor mounting plates 10-1-12 are respectively connected with in-board wall studs 10-1-4, reinforced combined end studs 10-1-5 and reinforced combined core studs 10-1-6 by using factory nails 10-1-17, and lateral nailing areas 10-1-13 at the lower part and the upper part of the top floor mounting plates 10-1-12 and 10-1-14 at the upper part of the top floor mounting plates are respectively formed; installing battens 10-1-11 on and under the top floor installation plate 10-1-12 and at positions corresponding to the bottom corners of the in-slab wall studs 10-1-4 (except for the in-slab wall studs 10-1-4 with two ends abutting against the frame plates 10-1-1) and the beam supporting ports 10-1-8 by nailing fire-proof decorative plates 10-1-17 by factory nails respectively; the side frame plate 10-1-1, the bottom beam plate 10-1-2, the fireproof decorative plate mounting batten 10-1-11, the inclined top beam plate 10-1-3 and the top floor mounting plate 10-1-12 are all vertically flush at one indoor side;

on one outdoor side, the positions corresponding to the bottom corners of the in-board wall studs 10-1-4 (except for the in-board wall studs 10-1-4 with two ends abutting against the frame plates 10-1-1) and the beam supporting ports 10-1-8 are respectively nailed with the water-guiding plates 10-1-10 by the aid of factory nails 10-1-17; the side frame plate 10-1-1, the bottom beam plate 10-1-2, the downcast plate 10-1-10 and the inclined top beam plate 10-1-3 are all vertically flush at one indoor side;

a ventilation opening 10-1-9 is formed in the outdoor side of the bottom beam plate 10-1-2, and the ventilation opening 10-1-9 is communicated from bottom to top; the two ends of the inclined top beam plate 10-1-3 are one fourth to one third away from the two ends, the inclined top beam plate is positioned on the indoor side of the indoor wall panel 10-1-19, and the outdoor side of the outdoor wall panel 10-1-18 is provided with 2 hoisting holes 10-1-15 respectively;

the thickness and the width of the inclined top beam plate 10-1-3 and the width of the side frame plate 10-1-1 are equal, the thickness is 38-89 mm, 40mm is preferably selected, the width is 140-286 mm, and 184mm is preferably selected; the thickness of the inner wall skeleton column 10-1-4 of the plate is 38-89 mm, preferably 40mm, the width is 89-185 mm, preferably 89 mm; the indoor wall panels 10-1-19 preferably adopt load-bearing OSB plates, and the outdoor wall panels 10-1-18 preferably adopt OSB plates; the vent 10-1-9 is formed by inwards recessing 135-180-degree circular arcs on the outdoor side of the bottom beam plate 10-1-2, the circular arcs are connected with the outdoor side plane of the bottom beam plate 10-1-2 to form circular arcs with the radius of 2-5 mm, and the depth of the vent 10-1-9 is 10-19 mm.

FIGS. 94-98 are schematic views of gable panels of the modular wood frame structure; the bottom ends of two vertical frame plates 10-1-1 of the gable panel 10-2 of the modular wood frame structure are respectively connected with a horizontal bottom beam plate 10-1-2, the top ends of the two vertical frame plates are respectively connected with an inclined top beam plate 10-1-3, the frame is enclosed by the frame plates 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3, and the projection of the frame plates to an indoor or outdoor vertical plane is in a gable shape;

the gable 10-2 body of the modular wood frame structure is in a gable shape; the frame plates 10-1-1 are the same, the side projection is a right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is preferably 45 degrees; the inclined top beam plate 10-1-3 is connected with the side frame plate 10-1-1, and the top surface gradient is the same as that of the side frame plate 10-1-1;

in the middle of the plate, the highest point of the intersection of the two inclined top beam plates 10-1-3 is provided with a left-right symmetrical gap which is a beam supporting port 10-1-8, the whole beam supporting port 10-1-8 is rectangular, preferably square, the diagonal line is vertical, and the bottom intersection is filled by the horizontal part of the reinforced combined core column 10-1-6; a reinforced combined core column 10-1-6 is arranged below the beam supporting opening 10-1-8, the reinforced combined core column 10-1-6 is formed by overlapping two or more wood boards, the thickness of the reinforced combined core column 10-1-6 is equal to the width of the in-board wall stud 10-1-4, and the width of the reinforced combined core column 10-1-6 is preferentially equal to the width of the side frame plate 10-1-1;

the left end and the right end of the reinforced combined core column 10-1-6 are respectively provided with a reinforced combined end column 10-1-5, and the top end of the reinforced combined end column 10-1-5 is respectively connected with the inclined top beam plate 10-1-3;

a ventilation opening 10-1-9 is formed in the outdoor side of the bottom beam plate 10-1-2, and the ventilation opening 10-1-9 is communicated from bottom to top; the distance between the two ends of the inclined top beam plate 10-1-3 is one quarter to one third, the inclined top beam plate is positioned on the indoor side of the indoor wall panel 10-1-19, and the outdoor side of the outdoor wall panel 10-1-18 is respectively provided with 2 hoisting holes 10-1-15.

The special wood beam for the modular roof plate comprises a middle-span obliquely-arranged T-shaped wood beam 12 and a ridge double-T orthogonal wood beam 13.

FIG. 105 is a schematic view of a mid-span inclined T-shaped wood beam; the mid-span inclined T-shaped wood beam 12 comprises a rectangular main beam 12-1, a reinforcing connecting plate 12-2 and a roof panel mid-span connection site nailing region 12-3, wherein the cross section of the rectangular main beam 12-1 is rectangular, preferably square, and the reinforcing connecting plate 12-2 is connected with the rectangular main beam 12-1 and is T-shaped in cross section; the thickness of the rectangular main beam 12-1 is 4-6 times of that of the reinforcing connecting plate 12-2; the widths of the rectangular main beams 12-1 extending out of the two sides of the reinforcing connecting plate 12-2 are equal, and are the thicknesses of the reinforcing connecting plate 12-2, and the parts of the rectangular main beams 12-1 extending out of the two sides of the reinforcing connecting plate 12-2 are roof panel mid-span connecting field nailing regions 12-3.

FIG. 106 is a schematic view of a ridge double T orthogonal wood beam; the roof ridge double-T orthogonal wood beam 13 comprises a square main beam 13-1, orthogonal reinforcing connecting plates 13-2 and a roof board roof ridge connecting field nailing region 13-3, wherein the two orthogonal reinforcing connecting plates 13-2 are orthogonal in the width direction to form an L-shaped cross section, and the length of two sides is equal; the cross section of the square main beam 13-1 is square, and two sides of the square main beam are respectively connected with two orthogonal reinforcing connecting plates 13-2; the two orthogonal reinforcing connecting plates 13-2 extend out of the square main beam 13-1 in the width direction, and the extending lengths are equal and equal to the thickness of the orthogonal reinforcing connecting plates 13-2; the part of the orthogonal reinforcing connecting plate 13-2 extending out of the square main beam 13-1 is a roof plate ridge connecting field nailing area 13-3.

Fig. 107-118 are schematic views of modular roof panels; the modular roof plate 14 comprises a modular upper ridge gable roof plate 14-1, a modular upper ridge standard roof plate 14-2, a modular lower ridge gable roof plate 14-3 and a modular lower ridge standard roof plate 14-4.

FIGS. 107-112 are schematic views of modular upper ridge gable roof panels; flying rafters 14-1-3, gable rafters 14-1-5, a plurality of inner rafters 14-1-6 and plate edge connecting rafters 14-1-4 of the modular upper ridge gable roof plate 14-1 are sequentially, uniformly and parallelly arranged; wherein one end is a ridge plate 14-1-1, and the other end is a structural eave sealing plate 14-1-2 and an eave ceiling structural plate 14-1-15; the ridge board 14-1-1, the structural eave board 14-1-2 and the eave ceiling structural board 14-1-15 are respectively connected with a flying rafter board 14-1-3, a gable rafter 14-1-5, a plurality of board inner rafters 14-1-6 and a board edge connecting rafter 14-1-4; the structural eave sealing plate 14-1-2 and the eave ceiling structural plate 14-1-15 are mutually vertical;

a plurality of uniform and parallel cornice boards 14-1-7 are respectively arranged between the flying rafter board 14-1-3 and the gable rafter 14-1-5 and between the gable rafter 14-1-5 and the inner rafter 14-1-6 of the board; 2-3 intra-plate supports 14-1-8 are respectively arranged between an inner rafter 14-1-6 of the plate and a plate edge connecting rafter 14-1-4 and between the inner rafter 14-1-6 of the plate and the inner rafter 14-1-6 of the plate;

14-1-5 parts of gable rafters, 14-1-6 parts of inner plate rafters, 14-1-7 parts of cornice plates and 14-1-8 parts of inner plate supports are flush with each other in bottom, and plate bottom cover plates 14-1-9 are nailed at the bottoms; the width of a plate bottom cover plate 14-1-9 extending out of a ridge plate 14-1-1, a structure eaves board 14-1-2, a flying rafter plate 14-1-3 and a plate edge connecting rafter 14-1-4 is the thickness of the plate; the ridge-spanning connecting plate 14-1-11 is close to the ridge plate 14-1-1, and the plate surfaces of the ridge-spanning connecting plate and the ridge plate are vertical to each other; the ridge beam connecting plate 14-1-12 is close to the ridge spanning connecting plate 14-1-11, and the ridge beam connecting plate 14-1-13 is nailed in the middle of the plate length direction; nailing wallboard connecting plates 14-1-14 at corresponding positions of the wall tops; the ridge-spanning connecting plates 14-1-11, the ridge beam connecting plates 14-1-12, the center beam connecting plates 14-1-13 and the wallboard connecting plates 14-1-14 are parallel to each other, and two ends of the center beam connecting plates are respectively connected with the flying rafters 14-1-3 and the plate edge connecting rafters 14-1-4 through screws; the bottoms of the ridge boards 14-1-1, the structural eave boards 14-1-2, the flying rafters 14-1-3, the board edge connecting rafters 14-1-4, the ridge-spanning connecting boards 14-1-11, the ridge beam connecting boards 14-1-12, the ridge-spanning connecting boards 14-1-13 and the wallboard connecting boards 14-1-14 are all flush; on one side of the span centre beam connecting plate 14-1-13 and the wallboard connecting plate 14-1-14 close to the ridge plate 14-1-1, a reinforcing beam connecting clamping plate 14-1-19 and a reinforcing wall connecting clamping plate 14-1-18 are nailed respectively, and the lengths of the reinforcing beam connecting plate 14-1-19 and the wallboard connecting plate 14-1-14 extending out of the span centre beam connecting plate 14-1-13 and the wallboard connecting plate 14-1-14 are the thicknesses of the plates; respectively nailing gable connecting plates 14-1-20 at positions between a ridge beam connecting plate 14-1-12 and a reinforcing beam connecting clamping plate 14-1-19 and between a midspan beam connecting plate 14-1-13 and a reinforcing wall connecting clamping plate 14-1-18 and corresponding to gable rafters 14-1-5, wherein the plate surfaces of the gable connecting plates 14-1-20 and the gable rafters 14-1-5 are perpendicular to each other;

14-1-5 parts of gable rafters, 14-1-6 parts of inner plate rafters, 14-1-7 parts of cornice boards and 14-1-8 parts of inner plate supports are flush with each other at the tops, and 14-1-10 parts of plate top cover plates are nailed at the tops; the width of a plate top cover plate 14-1-10 extending from a ridge plate 14-1-1, a structural eave plate 14-1-2, a flying rafter plate 14-1-3 and a plate edge connecting rafter 14-1-4 is the thickness of the plate; nailing the water strips 14-1-16 at the positions corresponding to the gable rafters 14-1-5 and the inner rafters 14-1-6 of the plate respectively; nailing a plurality of tile hanging strips 14-1-17 which are parallel to each other and vertical to the water guiding strips 14-1-16 at the top of the water guiding strips 14-1-16;

sound insulation and heat preservation materials are respectively arranged in a space surrounded by a ridge board 14-1-1, a structural eave board 14-1-2, a flying rafter board 14-1-3, a board edge connecting rafter 14-1-4, a board bottom cover board 14-1-9 and a board top cover board 14-1-10;

wall board connecting site nailing areas 14-1-21 with the width being the thickness of the board are respectively arranged at the two sides of the wall board connecting plates 14-1-14; two sides of the midspan beam connecting plate 14-1-13 are respectively provided with a midspan beam connecting field nailing area 14-1-22 with the width being the thickness of the plate; a ridge beam connecting site nailing area 14-1-23 with the width of the plate thickness is arranged on one side of the ridge beam connecting plate 14-1-12 away from the ridge plate 14-1-1; two sides of the gable connecting plate 14-1-20 are gable connecting field nailing areas 14-1-24; the part of the plate bottom cover plate 14-1-9 exposed at the inner side of the plate edge connecting rafter 14-1-4 is an inter-plate connecting field nailing area 14-1-25; the reinforcing wall connecting clamps 14-1-18 and the reinforcing beam connecting clamps 14-1-19 are respectively arranged at one side far away from the wallboard connecting plates 14-1-14 and the midspan beam connecting plates 14-1-13, and the parts of the wallboard connecting plates 14-1-14 and the midspan beam connecting plates 14-1-13, which are exposed, are the field nailing areas 14-1-26 of the wallboard reinforcing clamps and the field nailing areas 14-1-27 of the midspan beam reinforcing clamps.

Fig. 113-114 are schematic views of modular upper ridge standard roof panels; the modular upper ridge standard roof panel 14-2 is different from the modular upper ridge gable roof panel 14-1 in that: the two sides of the plate are respectively provided with plate edge connecting rafters 14-1-4, gable rafters 14-1-5 are replaced by plate inner rafters (14-1-6, cornice plates 14-1-7 are replaced by plate inner supports 14-1-8, and gable connecting plates 14-1-20 are not arranged.

Fig. 115-116 are schematic views of a modular lower ridge gable roof panel; the modular lower ridge gable roof panel 14-3 is different from the modular upper ridge gable roof panel 14-1 in that: the modular lower ridge gable roof panel 14-3 is not provided with a ridge-spanning connecting plate 14-1-11, and the ridge beam connecting plate 14-1-12 is close to the ridge plate 14-1-1.

Fig. 117-118 are schematic diagrams of modular lower ridge standard roof panels; the modular lower ridge standard roof panel 14-4 is different from the modular lower ridge gable roof panel 14-3 in that: the two sides of the plate are respectively provided with plate edge connecting rafters 14-1-4, gable rafters 14-1-5 are replaced with plate inner rafters 14-1-6, cornice plates 14-1-7 are replaced with plate inner supports 14-1-8, and gable connecting plates 14-1-20 are not arranged.

The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims

1. The modular wood frame structure technical system comprises a foundation (1), a ground beam plate (2), a bottom layer modular floor system (3), a modular bearing external wall plate (4), a modular bearing internal wall plate (5), an integral reinforced top beam plate (6), a modular floor system (7), a modular pitched roof external wall plate (8), a modular side-mounted floor system (9), a modular gable bearing external wall plate (10), a top layer integral reinforced inclined top beam plate (11), a mid-span inclined T-shaped wood beam (12), a ridge double-T orthogonal wood beam (13), a modular roof plate (14), a ground anchor bolt (15) and a field nail (16); the method is characterized in that:

basis (1) is connected with ground beam board (2):

the transverse connection of the bottom layer modular floor (3):

the bottom layer modular floor (3) is longitudinally connected:

the bottom layer modular floor (3) is connected with the floor beam plate (2):

2. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the bottom layer modular floor system (3) comprises a bottom layer modular floor system corner plate (3-1), a bottom layer modular floor system side span middle plate (3-2), a bottom layer modular floor system middle span side plate (3-3) and a bottom layer modular floor system middle span middle plate (3-4);

3. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the modular load-bearing external wall panel (4) comprises a typical modular external wall panel (4-1), a modular external wall panel (4-2) for an L-shaped wall, a modular external wall panel (4-3) for a vertical plate connecting T-shaped wall and a modular external wall panel (4-4) for a transverse plate connecting T-shaped wall;

4. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the modular load-bearing inner wall board (5) comprises a typical modular inner wall board (5-1), a modular inner wall board (5-2) for an L-shaped wall, a modular inner wall board (5-3) for a vertical plate connecting T-shaped wall and a modular inner wall board (5-4) for a transverse plate connecting T-shaped wall;

5. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the modular pitched roof external wall panel (8) comprises a typical modular pitched roof external wall panel (8-1), a modular pitched roof external wall panel (8-2) for an L-shaped wall, a modular pitched roof external wall panel (8-3) for a vertical plate connecting T-shaped wall and a modular pitched roof external wall panel (8-4) for a transverse plate connecting T-shaped wall;

the plate edge trapezoidal wall bone columns (8-1-2) are the same right-angle trapezoidal plates, the bottoms of the plate edge trapezoidal wall bone columns are two right angles, one indoor side of the top is higher than one outdoor side, and the slope of the top is 45 degrees; the slope top panel (8-1-1) is connected with the plate edge trapezoidal stud (8-1-2), and the slope of the top surface is the same as that of the plate edge trapezoidal stud (8-1-2);

the outdoor side of the outdoor wall panel (8-1-7), and frames surrounded by the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3) and the slope top panel (8-1-1) extend out to the outdoor side; a frame enclosed by the trapezoid wall stud (8-1-2) at the plate edge, the bottom beam plate (8-1-3) and the slope top panel (8-1-1) extends out to the outdoor side at the indoor side of the indoor wall panel (8-1-4), and the extending width is equal to the thickness of the trapezoid wall stud (8-1-2) at the plate edge; the exposed parts of the two sides of the trapezoid wall studs (8-1-2) at the plate edges form a wall plate connecting side field nailing region (8-1-20), the exposed parts of the two sides of the bottom beam plates (8-1-3) at the indoor and outdoor sides form a wall plate and floor plate connecting top field nailing region (8-1-17), and the exposed parts of the two sides of the slope top panel (8-1-1) at the indoor and outdoor sides form a wall plate and roof connecting bottom field nailing region (8-1-18);

horizontally arranged top floor mounting plates (8-1-16) are nailed at the position with the height being the top floor height on one indoor side, the top floor mounting plates (8-1-16) are respectively connected with the trapezoidal wall bone columns (8-1-9) in the plate by iron nails (8-1-12) used by factories, and lateral field nailing areas (8-1-19) for top floor mounting are respectively formed at the upper part and the lower part of the top floor mounting plates (8-1-16); on the upper surface and the lower surface of the top floor mounting plate (8-1-16), and at the position corresponding to the position except the plate inner trapezoidal wall bone column (8-1-9) of which both ends are tightly close to the plate edge trapezoidal wall bone column (8-1-2), gypsum board mounting battens (8-1-6) are nailed by iron nails (8-1-12) in factories respectively; the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the gypsum board mounting batten (8-1-6), the slope top panel (8-1-1) and the top floor mounting plate (8-1-16) are vertically flush with each other at one indoor side;

at one outdoor side, nailing and shooting the water-guiding plate (8-1-5) by using iron nails (8-1-12) for factories at positions corresponding to the inner trapezoidal wall studs (8-1-9) of the plate, wherein the two ends of the inner trapezoidal wall studs (8-1-9) are abutted against the plate edge trapezoidal wall studs (8-1-2) except the inner trapezoidal wall studs (8-1-9); the plate edge trapezoidal wall stud (8-1-2), the bottom beam plate (8-1-3), the down-flow plate (8-1-5) and the slope top panel (8-1-1) are all vertically flush at one indoor side;

the modular pitched roof external wall panel (8-4) for the transverse plate connected T-shaped wall is different from the typical modular pitched roof external wall panel (8-1) in that: installing battens (8-1-6) without nailing gypsum boards on one indoor side of a modular pitched roof external wall board (8-4) for connecting the transverse boards with the T-shaped wall and two adjacent inner trapezoidal wall bone columns (8-1-9), nailing a plurality of horizontal T-shaped wall connecting reinforcing transverse boards (8-1-15), and uniformly distributing the T-shaped wall connecting reinforcing transverse boards (8-1-15) and the top floor installing boards (8-1-16);

the thickness and the width of the slope top panel (8-1-1) and the plate edge trapezoidal stud (8-1-2) are equal, the thickness is 38-89 mm, the width is 40mm, the width is 140-286 mm, and the width is 184 mm; the thickness of the plate inner ladder-shaped wall skeleton column (8-1-9) is 38-89 mm, 40mm is selected, the width is 89-185 mm, and 89mm is selected;

the indoor wall panel (8-1-4) is made of a load-bearing OSB plate, and the outdoor wall panel (8-1-7) is made of an OSB plate;

6. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the modular side-mounted floor (9) comprises a top layer modular side-mounted floor angle plate (9-1) and a top layer typical modular side-mounted floor cover plate (9-2);

the top surfaces of the wall body lateral connection longitudinal plate (9-1-1) and the wall body lateral connection transverse plate (9-1-2) are flush, the heights of the exposed top surface covering plates (9-1-4) are equal, and the heights are the plate thicknesses of the wall body lateral connection longitudinal plate (9-1-1); the bottom surfaces of the lateral inter-plate connecting plates (9-1-3), the beam upper inter-plate connecting plates (9-1-5), the wall lateral connecting longitudinal plates (9-1-1) and the wall lateral connecting transverse plates (9-1-2) are flush, the heights of the exposed bottom surface covering plates (9-1-8) are equal, and the bottom surfaces are the plate thicknesses of the wall lateral connecting longitudinal plates (9-1-1);

7. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the modular gable load-bearing external wall panel (10) comprises a modular wood frame structure gable trapezoidal panel (10-1) and a modular wood frame structure gable trapezoidal panel (10-2);

the modular wood frame structure gable trapezoidal plate (10-1) is integrally trapezoidal; the frame plates (10-1-1) are the same, the side projection is a right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is 45 degrees; the inclined top beam plate (10-1-3) is connected with the side frame plate (10-1-1), and the slope of the top surface is the same as that of the top surface of the side frame plate (10-1-1);

in the wall board in the middle third section of the width of the gable board, a notch vertical to an inclined top beam plate (10-1-3) is arranged at the corresponding position of the top of one in-board wall bone column (10-1-4), the notch is a beam supporting port (10-1-8), the whole beam supporting port (10-1-8) is rectangular and square, and one corner of the bottom is horizontally filled by the middle of a reinforced combined core column (10-1-6) to be horizontal; a reinforced combined core column (10-1-6) is arranged below the beam supporting opening (10-1-8), the reinforced combined core column (10-1-6) is formed by overlapping two or more than two wood boards, the thickness of the reinforced combined core column (10-1-6) is equal to the width of the in-board wall stud (10-1-4), and the width of the reinforced combined core column (10-1-6) and the width of the side frame plate (10-1-1);

the outdoor side of the outdoor wall panel (10-1-18), and frames surrounded by the frame plate (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extend out of the outdoor side; a frame surrounded by the side frame plates (10-1-1), the bottom beam plates (10-1-2) and the inclined top beam plates (10-1-3) extends out of one side of the indoor space of the indoor wall panel (10-1-19), and the extending width is equal to the thickness of the side frame plates (10-1-1); exposed parts of the side frame plates (10-1-1) on the indoor and outdoor sides form inter-plate connecting side nailing regions (10-1-22), exposed parts of the bottom beam plates (10-1-2) on the indoor and outdoor sides form lower part mounting top nailing regions (10-1-20), exposed parts of the inclined top beam plates (10-1-3) on the indoor and outdoor sides form roof connecting nailing regions (10-1-16);

the method comprises the following steps that horizontally placed top floor mounting plates (10-1-12) are nailed at the position with the height being the top floor height on one indoor side, the top floor mounting plates (10-1-12) are respectively connected with in-board wall bone columns (10-1-4), reinforced combined end columns (10-1-5) and reinforced combined core columns (10-1-6) through factory nails (10-1-17), and lateral nail applying areas (10-1-13) at the lower part and the upper part of the top floor mounting plates (10-1-12) and lateral nail applying areas (10-1-14) at the upper part of the top floor mounting plates are respectively formed at the lower part and the upper part of the top floor mounting plates; installing battens (10-1-11) on and under the top floor installation plate (10-1-12) and at positions corresponding to positions except for the plate inner wall studs (10-1-4) at two ends of the plate inner wall studs (10-1-4) which are tightly close to the frame plate (10-1-1) and bottom corners of the beam supporting openings (10-1-8) by nailing fireproof decorative plates with factory nails (10-1-17); the side frame plate (10-1-1), the bottom beam plate (10-1-2), the fireproof decorative plate mounting batten (10-1-11), the inclined top beam plate (10-1-3) and the top floor mounting plate (10-1-12) are all vertically flush at one indoor side;

on one outdoor side, the positions corresponding to the positions except the inner wall studs (10-1-4) at the two ends of the inner wall studs (10-1-4) and the frame plates (10-1-1) are tightly abutted and the bottom corners of the beam supporting ports (10-1-8) are respectively nailed by the factory nails (10-1-17) to shoot the water-guiding plates (10-1-10); the side frame plate (10-1-1), the bottom beam plate (10-1-2), the water guiding plate (10-1-10) and the inclined top beam plate (10-1-3) are all vertically flush at one indoor side;

the thickness and the width of the pitched roof beam plate (10-1-3) and the frame plate (10-1-1) are equal, the thickness is 38-89 mm, the width is 40mm, the width is 140-286 mm, and the width is 184 mm; the thickness of the inner wall skeleton column (10-1-4) is 38-89 mm, 40mm is selected, the width is 89-185 mm, and 89mm is selected;

the indoor wall panel (10-1-19) is made of a load-bearing OSB plate, and the outdoor wall panel (10-1-18) is made of an OSB plate;

the modular wood frame structure gable plate (10-2) is integrally in a gable shape; the frame plates (10-1-1) are the same, the side projection is a right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is 45 degrees; the inclined top beam plate (10-1-3) is connected with the side frame plate (10-1-1), and the slope of the top surface is the same as that of the top surface of the side frame plate (10-1-1);

in the middle of the plates, the highest point of the intersection of the two inclined top beam plates (10-1-3) is provided with a left-right symmetrical gap which is a beam supporting port (10-1-8), the whole beam supporting port (10-1-8) is rectangular and square, the diagonal is vertical, and the bottom intersection is filled by the horizontal part of the reinforced combined core column (10-1-6); a reinforced combined core column (10-1-6) is arranged below the beam supporting opening (10-1-8), the reinforced combined core column (10-1-6) is formed by overlapping two or more than two wood boards, the thickness of the reinforced combined core column (10-1-6) is equal to the width of the in-board wall stud (10-1-4), and the width of the reinforced combined core column (10-1-6) and the width of the side frame plate (10-1-1);

8. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the special wood beam for the modular roof panel comprises a middle-span obliquely-arranged T-shaped wood beam (12) and a ridge double-T orthogonal wood beam (13);

the mid-span inclined T-shaped wood beam (12) comprises a rectangular main beam (12-1), a reinforcing connecting plate (12-2) and a roof panel mid-span connecting field nailing region (12-3), wherein the cross section of the rectangular main beam (12-1) is rectangular, the reinforcing connecting plate (12-2) is connected with the rectangular main beam (12-1), and the cross section is T-shaped; the thickness of the rectangular main beam (12-1) is 4-6 times of that of the reinforcing connecting plate (12-2); the widths of the two sides of the reinforced connecting plate (12-2) extending out of the rectangular main beam (12-1) are equal, and are the thicknesses of the reinforced connecting plate (12-2), and the parts of the two sides of the reinforced connecting plate (12-2) extending out of the rectangular main beam (12-1) are roof panel mid-span connecting field nailing regions (12-3);

9. A modular wood frame construction technology system as claimed in claim 1, characterized in that: the modular roof plate (14) comprises a modular upper ridge gable roof plate (14-1), a modular upper ridge standard roof plate (14-2), a modular lower ridge gable roof plate (14-3) and a modular lower ridge standard roof plate (14-4);