CN208309953U - Modularization cork wood structure gable trapezoidal plate - Google Patents
Modularization cork wood structure gable trapezoidal plate Download PDFInfo
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- CN208309953U CN208309953U CN201820092550.4U CN201820092550U CN208309953U CN 208309953 U CN208309953 U CN 208309953U CN 201820092550 U CN201820092550 U CN 201820092550U CN 208309953 U CN208309953 U CN 208309953U
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Abstract
The utility model provides a kind of modularization cork wood structure gable trapezoidal plate；Two vertical lateral frame board bottom ends are connect with bottom beam plate respectively, and top is connect with oblique top beam slab respectively；Modularization cork wood structure gable trapezoidal plate is generally trapezoidal；Wall column in several plates for being uniformly distributed and being parallel to each other is set between lateral frame board, in the wallboard in the intermediate one third section of gable board width, the top corresponding position of wall column in one of them plate, opens up the notch perpendicular to oblique top beam slab, and notch is cant beam supporting mouth；Simplify the utility model has the beneficial effects that installation operation is significant, assembling speed is fast, can use big component general assembly, industrialization degree is higher, good economical benefit, and avoids environmental pollution.Sound insulation, insulating layer are especially embedded into the inside of plate, reduce a large amount of field operations, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.It is constructed by series, makes it have good stress performance.
Description
Technical field
The utility model belongs to technical field of buildings, more particularly to a kind of modularization cork wood structure gable trapezoidal plate.
Background technique
According to statistics, construction industry consumes about 50% energy on the earth, 42% water resource, 50% material and 48%
Arable land.Cause disruption of ecological balance, produce global 24% air pollution, 50% greenhouse effects, 40% pollution of waterhead and
50% chlorofluorocarbons etc..
Green building curbs environmental pollution in China, energy-saving and emission-reduction, plays vital work in terms of the adjustment industrial structure
With.Past it is many country in terms of Development of Green Building, emphasis steel construction and concrete structure and have ignored timber structure green
Building.Steel, cement, plastics non-renewable unsustainable property clearly.Present many countries have been recognized that wood is built
The building materials built and processed using agricultural wastes, are the correct directions of building industry sustainable development.
For this reason, it is necessary to carry out systematic research and development for timber structure green building and its industrialization, produce China's building
Industry really realizes the green, recyclable, sustainable of overall process.
Utility model content
Time length, environmental protection, the modularization cork wood knot that can be recycled are used the purpose of this utility model is to provide a kind of
Structure gable trapezoidal plate reduces a large amount of field operations, while guaranteeing that manufacturing procedure is simple, more guarantees without in addition setting sound insulating layer
It is with good stress performance.
To achieve the goals above, the technical solution adopted in the utility model are as follows:
Modularization cork wood structure gable trapezoidal plate, including lateral frame board (10-1-1), bottom beam plate (10-1-2), oblique top beam slab
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement group gynostemium (10-1-6), reinforcement three in (10-1-3), plate
Gusset (10-1-7), cant beam supporting mouth (10-1-8), ventilation opening (10-1-9), downstream plate (10-1-10), fireproof decoration plate installation
Batten (10-1-11), top floor mounting plate (10-1-12), the lateral area Shi Ding (10-1-13) in top floor installation lower part, top
Floor plate installs the lateral area Shi Ding (10-1-14) in top, hole for hoist (10-1-15), roof system the connection area Shi Ding (10-1-16), work
Station-service follows closely (10-1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), the lower part installation top area Shi Ding
The lateral area Shi Ding (10-1-22) is connected between (10-1-20), heat insulating and sound insulating material (10-1-21), plate；Two vertical lateral frame boards
The bottom end (10-1-1) is connect with one block of horizontal bottom beam plate (10-1-2) respectively, top respectively with oblique top beam slab (10-1-3)
Connection, lateral frame board (10-1-1), bottom beam plate (10-1-2), oblique top beam slab (10-1-3) plate are surrounded with frame, to indoor or outdoors
Perpendicular be projected as right-angled trapezium；Side projection is rectangle；Modularization cork wood structure gable trapezoidal plate (10-1) is generally
It is trapezoidal；Lateral frame board (10-1-1) is identical, and side projection is right-angled trapezium, and bottom is two right angles, and top left side or right side are high,
The gradient is preferably 45 °；Oblique top beam slab (10-1-3) is connect with lateral frame board (10-1-1), the top surface gradient and lateral frame board (10-1-1)
The top surface gradient is identical；Bottom beam plate (10-1-2) and oblique top beam slab (10-1-3) extend to modularization cork wood structure gable trapezoidal plate
The both ends of (10-1), two lateral frame boards (10-1-1) are located between bottom beam plate (10-1-2) and oblique top beam slab (10-1-3), bottom beam
Plate (10-1-2) is connect using factory with nail (10-1-17) with two lateral frame boards (10-1-1), and nail is by bottom beam plate (10-1-
2) it vertically hammers into lateral frame board (10-1-1), each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly, oblique top beam slab
(10-1-3) is connect using factory with nail (10-1-17) with two lateral frame boards (10-1-1), the vertical oblique top beam slab (10- of nail
It 1-3) hammers into lateral frame board (10-1-1), each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly；Lateral frame board (10-
Wall column (10-1-4) in several plates for being uniformly distributed and being parallel to each other is set between 1-1), and wall column (10-1-4) is straight in plate
Angle is trapezoidal, and two right angles are located at bottom, and the top surface gradient is identical as lateral frame board (10-1-1), in the plate at both ends wall column (10-1-4) with
Lateral frame board (10-1-1) is close to；Wall column (10-1-4) and lateral frame board between wall column in plate (10-1-4) and in plate
Heat insulating and sound insulating material (10-1-21) is filled between (10-1-1)；The width of wall column (10-1-4) is less than lateral frame board (10- in plate
Width 1-1), the outdoor side nail of wall column (10-1-4) penetrates outdoor wall surface plate (10-1-18) in plate, and side is followed closely indoors
Penetrate indoor wall panel (10-1-19)；In the wallboard in the intermediate one third section of gable board width, in one of them plate
The top corresponding position of wall column (10-1-4), opens up the notch perpendicular to oblique top beam slab (10-1-3), and notch is cant beam support
Mouthful (10-1-8), cant beam supporting mouth (10-1-8) generally rectangle, be preferably it is rectangular, one jiao of bottom is reinforced a group gynostemium
The by-level of (10-1-6) is filled with level；The lower section of cant beam supporting mouth (10-1-8) is reinforcement group gynostemium (10-1-6),
Reinforcement group gynostemium (10-1-6) is formed by stacking by the plank of two panels or more, and the thickness of reinforcement group gynostemium (10-1-6) is equal to
The width of wall column (10-1-4) in plate, the breadth-first of reinforcement group gynostemium (10-1-6) and the width of lateral frame board (10-1-1)
Degree；Reinforcement combination newel post (10-1-5) is respectively set in the left and right ends of reinforcement group gynostemium (10-1-6), reinforces combination end
The top of column (10-1-5) is connect with oblique top beam slab (10-1-3) respectively, in higher reinforcement combination newel post (10-1-5) and oblique top
Set square (10-1-7) is reinforced in setting between beam slab (10-1-3), and reinforcing set square (10-1-7) is right angled triangle, bevel edge with
Reinforce combination newel post (10-1-5) connection, one of right-angle side is oblique top beam slab (10-1-3), another right-angle side is cant beam
One side of supporting mouth (10-1-8), this side are vertical with oblique top beam slab (10-1-3)；The outdoor of outdoor wall surface plate (10-1-18)
Side, the frame that lateral frame board (10-1-1), bottom beam plate (10-1-2), oblique top beam slab (10-1-3) are surrounded are stretched to outdoor side
Out；The indoor side of indoor wall panel (10-1-19), lateral frame board (10-1-1), bottom beam plate (10-1-2), oblique top beam slab (10-1-
3) frame surrounded is stretched out to outdoor side, and the breadth-first of stretching is equal to the thickness of lateral frame board (10-1-1)；Lateral frame board
(10-1-1) connects the lateral area Shi Ding (10-1-22), bottom beam plate (10-1-2) between the exposed part in outer two sides forms plate indoors
The exposed part in outer two sides forms the lower part installation top area Shi Ding (10-1-20) indoors, and oblique top beam slab (10-1-3) is inside and outside
The exposed part in two sides forms the roof system connection area Shi Ding (10-1-16)；Side indoors is the high position of top layer layer in height,
Follow closely jetting placing flat top floor mounting plate (10-1-12), top floor mounting plate (10-1-12) respectively with plate interior wall bone
Column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement group gynostemium (10-1-6) are connected using factory's nail (10-1-17)
It connects, is respectively formed the top floor installation lateral area Shi Ding in lower part in the lower part of top floor mounting plate (10-1-12) and top
(10-1-13), top floor install the lateral area Shi Ding (10-1-14) in top；Top floor mounting plate (10-1-12) above and
In the following, and with wall column in plate (10-1-4) (in the plate that both ends and lateral frame board (10-1-1) are abutted except wall column (10-1-4))
And the corresponding position in base angle of cant beam supporting mouth (10-1-8), factory is respectively adopted with nail (10-1-17) nail and penetrates fire prevention
Decorative panel installs batten (10-1-11)；Lateral frame board (10-1-1), bottom beam plate (10-1-2), fireproof decoration plate install batten (10-
1-11), side flushes vertically indoors for oblique top beam slab (10-1-3), top floor mounting plate (10-1-12)；In outdoor one
Side, in plate wall column (10-1-4) (in the plate that both ends and lateral frame board (10-1-1) are abutted except wall column (10-1-4)) and
The corresponding position in base angle of cant beam supporting mouth (10-1-8) is respectively adopted factory with nail (10-1-17) nail and penetrates plate downstream
(10-1-10)；Lateral frame board (10-1-1), bottom beam plate (10-1-2), plate (10-1-10), oblique top beam slab (10-1-3) be in room downstream
Interior side flushes vertically；It is opened up ventilation opening (10-1-9) in the outdoor side of bottom beam plate (10-1-2), ventilation opening (10-1-9)
It penetrates through from the bottom to top；It is respectively a quarter to one third at away from both ends in oblique top beam slab (10-1-3), and is located at indoor
The indoor side of shingle nail (10-1-19), the outdoor side of outdoor wall surface plate (10-1-18) respectively open up 2 hole for hoist (10-1-
15)。
Further, the thickness and width of the oblique top beam slab (10-1-3) and lateral frame board (10-1-1) is equal, thickness
For 38 ~ 89mm, 40mm is preferentially selected, width is 140 ~ 286mm, preferentially selects 184mm；Wall column (10-1-4) is thick in the plate
Degree is 38 ~ 89mm, preferentially selects 40mm, and width is 89 ~ 185mm, preferentially selects 89mm.
Further, the indoor wall panel (10-1-19) preferentially uses load-bearing OSB plate, the outdoor wall surface plate (10-
1-18) preferentially use OSB plate.
Further, the ventilation opening (10-1-9) the outdoor side of bottom beam plate (10-1-2) be inwardly recessed 135 ° ~
180 ° of circular arc, an outdoor side plane of circular arc and bottom beam plate (10-1-2) are connected as radius as the circular arc of 2 ~ 5mm, ventilation opening
The depth of (10-1-9) is 10mm ~ 19mm.
Simplify compared with prior art, the utility model has the beneficial effects that installation operation is significant, assembling speed is fast, can
To use big component general assembly, industrialization degree is higher, good economical benefit, and avoids environmental pollution.It especially will sound insulation, guarantor
Warm layer is embedded into the inside of plate, reduces a large amount of field operations, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens work at double
Phase.It is constructed by series, makes it have good stress performance.
Detailed description of the invention
Fig. 1 is modularization cork wood structural system schematic diagram.
Fig. 2 is top-level module gable bearing external wall plate integral assembling schematic diagram.
Fig. 3 is side schematic elevation view outside modularization cork wood structure gable trapezoidal plate room.
Fig. 4 is side schematic elevation view in modularization cork wood structure gable trapezoidal plate room.
Fig. 5 is modularization cork wood structure gable trapezoidal plate structural schematic diagram.
Fig. 6 is modularization cork wood structure gable trapezoidal plate schematic top plan view.
Fig. 7 is the A-A diagrammatic cross-section of Fig. 3.
In figure: based on 1；2 be ground beam slab；3 be bottom modularization superstructure；4 be index bed modularization bearing external wall plate；5
For index bed modularization load-bearing lining；6 integrally reinforce raising-plate for index bed；7 be index bed modularization superstructure；8 be top layer
Modularization top of the slope bearing external wall plate；9 fill superstructure for top-level module side；10 be top-level module gable bearing external wall plate；11 are
Top layer integrally reinforces tilting raising-plate；12 be the tilting T shape wooden frame of span centre；13 be the orthogonal wooden frame of the double T of ridge；14 be modularization roof system
Plate；
10-1 is modularization cork wood structure gable trapezoidal plate；10-2 is modularization cork wood structure gable gable plate；
10-1-1 is lateral frame board；10-1-2 is bottom beam plate；10-1-3 is oblique top beam slab；10-1-4 is wall column in plate；10-
1-5 is to reinforce combination newel post；10-1-6 is reinforcement group gynostemium；10-1-7 is to reinforce set square；10-1-8 is cant beam supporting mouth；
10-1-9 is ventilation opening；10-1-10 is plate downstream；10-1-11 is that fireproof decoration plate installs batten；10-1-12 is top floor
Mounting plate；10-1-13 is that top floor installs the lateral area Shi Ding in lower part；10-1-14 is that nail is laterally applied on top floor installation top
Area；10-1-15 is hole for hoist；10-1-16 is that roof system connects the area Shi Ding；10-1-17 is factory's nail；10-1-18 is room exterior wall
Panel；10-1-19 is indoor wall panel；10-1-20 is that the top area Shi Ding is installed in lower part；10-1-21 is heat insulating and sound insulating material；
10-1-22 connects the lateral area Shi Ding between plate.
Specific embodiment
In order to further illustrate the utility model, with reference to the accompanying drawings and embodiments to modularization provided by the utility model
Cork wood structure gable trapezoidal plate is described in detail, but they cannot be interpreted as to the limit to scope of protection of the utility model
It is fixed.
A kind of modularization cork wood structure gable trapezoidal plate, as shown in Fig. 1 ~ Fig. 7.
Modularization cork wood structure gable trapezoidal plate, including lateral frame board 10-1-1, bottom beam plate 10-1-2, oblique top beam slab 10-1-
3, wall column 10-1-4, reinforcement combine newel post 10-1-5, reinforcement group gynostemium 10-1-6, reinforce set square 10-1-7, is oblique in plate
Beam supporting mouth 10-1-8, ventilation opening 10-1-9, plate 10-1-10, fireproof decoration plate install batten 10-1-11, top floor downstream
Mounting plate 10-1-12, the lateral area the Shi Ding 10-1-13 in top floor installation lower part, top floor install the lateral area the Shi Ding 10- in top
1-14, hole for hoist 10-1-15, the roof system connection area Shi Ding 10-1-16, factory nail 10-1-17, outdoor wall surface plate 10-1-18, room
It connects between inner wall panel 10-1-19, lower part installation top Shi Ding area 10-1-20, heat insulating and sound insulating material 10-1-21, plate and laterally applies
Follow closely area 10-1-22；Distinguish two vertical bottom ends lateral frame board 10-1-1 of modularization wood frame construction gable trapezoidal plate 10-1
It is connect with one piece of horizontal bottom beam plate 10-1-2, top is connect with oblique top beam slab 10-1-3 respectively, lateral frame board 10-1-1, bottom beam
Plate 10-1-2, oblique top beam slab 10-1-3 plate are surrounded with frame, are projected as right-angled trapezium, side to the perpendicular of indoor or outdoors
It is projected as rectangle；Modularization wood frame construction gable trapezoidal plate 10-1 is generally trapezoidal；Lateral frame board 10-1-1 is identical, and side is thrown
Shadow is right-angled trapezium, and bottom is two right angles, and top left side or right side are high, and the gradient is preferably 45 °；Oblique top beam slab 10-1-3 and side
Deckle board 10-1-1 connection, the top surface gradient are identical as the top surface gradient of lateral frame board 10-1-1；Bottom beam plate 10-1-2 and oblique top beam slab 10-
1-3 extends to the both ends of plate, and two lateral frame board 10-1-1 are located between bottom beam plate 10-1-2 and oblique top beam slab 10-1-3, bottom beam plate
10-1-2 is connect using factory with nail 10-1-17 with two lateral frame board 10-1-1, and nail is vertically hammered by bottom beam plate 10-1-2
Lateral frame board 10-1-1, each tie point apply nail quantity 3 ~ 5, and a row and uniformly to arrange, oblique top beam slab 10-1-3 and two
Lateral frame board 10-1-1 hammers into lateral frame board 10-1-1 using factory's nail 10-1-17 connection, the vertical oblique top beam slab 10-1-3 of nail,
Each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly；Be arranged between lateral frame board 10-1-1 it is several be uniformly distributed and
Wall column 10-1-4 in the plate being parallel to each other, wall column 10-1-4 is right-angled trapezium in plate, and two right angles are located at bottom, the top surface gradient
Identical as lateral frame board 10-1-1, wall column 10-1-4 and lateral frame board 10-1-1 is close in the plate at both ends；The wall column 10-1- in plate
Heat insulating and sound insulating material 10-1-21 is filled between 4 and in plate between wall column 10-1-4 and lateral frame board 10-1-1；Plate interior wall bone
The width of column 10-1-4 is less than the width of lateral frame board 10-1-1, and the outdoor side nail of wall column 10-1-4 penetrates outdoor wall surface in plate
Plate 10-1-18, side nail penetrates indoor wall panel 10-1-19 indoors；Wall in the intermediate one third section of gable board width
In plate, the top corresponding position of wall column 10-1-4 in one of them plate opens up lacking perpendicular to oblique top beam slab 10-1-3
Mouthful, notch be beam supporting mouth 10-1-8, beam supporting mouth 10-1-8 generally rectangle, be preferably it is rectangular, one jiao of bottom is reinforced
The by-level of group gynostemium 10-1-6 is filled with level；The lower section of beam supporting mouth 10-1-8 is reinforcement group gynostemium 10-1-6,
Reinforcement group gynostemium 10-1-6 is formed by stacking by the plank of two panels or more, and the thickness of reinforcement group gynostemium 10-1-6 is equal in plate
The width of wall column 10-1-4, the breadth-first of reinforcement group gynostemium 10-1-6 and the width of lateral frame board 10-1-1；In reinforcement group
Reinforcement combination newel post 10-1-5 is respectively set in the left and right ends of gynostemium 10-1-6, reinforces the top point of combination newel post 10-1-5
It is not connect with oblique top beam slab 10-1-3, is arranged between higher reinforcement combination newel post 10-1-5 and oblique top beam slab 10-1-3 and reinforces
Set square 10-1-7, reinforcing set square 10-1-7 is right angled triangle, and bevel edge combines newel post 10-1-5 connection with reinforcement, wherein one
A right-angle side is oblique top beam slab 10-1-3, another right-angle side is a side of beam supporting mouth 10-1-8, this side and oblique top beam
Plate 10-1-3 is vertical；The outdoor side of outdoor wall surface plate 10-1-18, lateral frame board 10-1-1, bottom beam plate 10-1-2, oblique top beam slab
The frame that 10-1-3 is surrounded is stretched out to outdoor side；The indoor side of indoor wall panel 10-1-19, lateral frame board 10-1-1,
The frame that bottom beam plate 10-1-2, oblique top beam slab 10-1-3 are surrounded is stretched out to outdoor side, and the breadth-first of stretching is equal to side
The thickness of deckle board 10-1-1；Lateral frame board 10-1-1 connects the lateral area Shi Ding 10- between the exposed part in outer two sides forms plate indoors
The exposed part in outer two sides forms lower part installation top Shi Ding area 10-1-20, oblique top beam slab indoors by 1-22, bottom beam plate 10-1-2
Part 10-1-3 exposed inside and outside forms roof system and connects the area Shi Ding 10-1-16；Side indoors is top layer layer in height
High position, follow closely jetting placing flat top floor mounting plate 10-1-12, top floor mounting plate 10-1-12 respectively with plate
Interior wall column 10-1-4, reinforcement combination newel post 10-1-5, reinforcement group gynostemium 10-1-6 are used using factory and are followed closely 10-1-17 connection,
The lower part of top floor mounting plate 10-1-12 and top be respectively formed the top floor installation lateral area the Shi Ding 10-1-13 in lower part,
Top floor installs the lateral area the Shi Ding 10-1-14 in top；Top floor mounting plate 10-1-12 above and below, and in plate
In the plate that the both ends wall column 10-1-4(and lateral frame board 10-1-1 are abutted except wall column 10-1-4) and beam supporting mouth 10-1-8
The corresponding position in base angle, be respectively adopted factory with nail 10-1-17 nail penetrate fireproof decoration plate installation batten 10-1-11；Side
Deckle board 10-1-1, bottom beam plate 10-1-2, fireproof decoration plate installation batten 10-1-11, oblique top beam slab 10-1-3, top floor installation
Side flushes plate 10-1-12 vertically indoors；In outdoor side, the both ends wall column 10-1-4(and lateral frame board 10-1- in plate
In 1 plate abutted except wall column 10-1-4) and beam supporting mouth 10-1-8 the corresponding position in base angle, work is respectively adopted
Station-service nail 10-1-17 nail penetrates plate 10-1-10 downstream；Lateral frame board 10-1-1, bottom beam plate 10-1-2, downstream plate 10-1-10, oblique top beam
Side flushes plate 10-1-3 vertically indoors；Ventilation opening 10-1-9, ventilation opening are opened up in the outdoor side of bottom beam plate 10-1-2
10-1-9 is penetrated through from the bottom to top；It is respectively a quarter at one third away from both ends in oblique top beam slab 10-1-3, and is located at
The indoor side of indoor wall panel 10-1-19, the outdoor side of outdoor wall surface plate 10-1-18 respectively open up 2 hole for hoist 10-1-
15。
Further, the thickness and width of the oblique top beam slab 10-1-3 and lateral frame board 10-1-1 is equal, with a thickness of 38 ~
89mm preferentially selects 40mm, and width is 140 ~ 286mm, preferentially selects 184mm；In the plate wall column 10-1-4 with a thickness of 38 ~
89mm preferentially selects 40mm, and width is 89 ~ 185mm, preferentially selects 89mm.
Further, the indoor wall panel 10-1-19 preferentially uses load-bearing OSB plate, the outdoor wall surface plate 10-1-18
Preferentially use OSB plate.
Further, the ventilation opening 10-1-9 is inwardly recessed 135 ° ~ 180 ° in the outdoor side of bottom beam plate 10-1-2
One side plane of outdoor of circular arc, circular arc and bottom beam plate 10-1-2 are connected as the circular arc that radius is 2 ~ 5mm, the depth of ventilation opening 10-1-9
Degree is 10mm ~ 19mm.
The installation method of modularization cork wood structure gable trapezoidal plate are as follows:
Modularization cork wood structural system include basis 1, beam slab 2, bottom modularization superstructure 3, index bed modularization load-bearing
Side fascia 4, index bed modularization load-bearing lining 5, index bed integrally reinforce raising-plate 6, index bed modularization superstructure 7, top layer
Modularization top of the slope bearing external wall plate 8, top-level module side dress superstructure 9, top-level module gable bearing external wall plate 10, top layer are whole
Reinforce the orthogonal wooden frame 13 of the double T of the tilting T shape wooden frame 12 of tilting raising-plate 11, span centre, ridge, modularization roof slab 14；Described basic 1
Top be ground beam slab 2, the top of ground beam slab 2 is bottom modularization superstructure 3, bottom modularization superstructure 3 and index bed modularization
One end connection of bearing external wall plate 4, index bed modularization load-bearing lining 5, index bed modularization bearing external wall plate 4, index bed
The other end of modularization load-bearing lining 5 is integrally reinforced raising-plate 6 with index bed respectively and is connect, and index bed integrally reinforces raising-plate
6 connect with index bed modularization superstructure 7, index bed modularization superstructure 7 and index bed modularization load-bearing lining 5, top-level module
Change one end connection of top of the slope bearing external wall plate 8, the other end and the building top-level module Hua Cezhuan of index bed modularization load-bearing lining 5
Lid 9 connects, and the other end of top-level module top of the slope bearing external wall plate 8 is integrally reinforced tilting raising-plate 11 with top layer and connect, top layer
Modularization top of the slope bearing external wall plate 8, top-level module side dress superstructure 9, top layer integrally reinforce tilting raising-plate 11, the tilting T of span centre
The orthogonal wooden frame 13 of the double T of shape wooden frame 12, ridge, modularization roof slab 14 are connect with top-level module gable bearing external wall plate 10；
Top-level module gable bearing external wall plate 10 includes modularization cork wood structure gable trapezoidal plate 10-1 and modularization cork wood structure mountain
The two sides of wall gable plate 10-2, modularization cork wood structure gable gable plate 10-2 are modularization cork wood structure gable trapezoidal plate 10-
1；
The top of the area Shi Ding 10-1-20 is using existing at the top of the installation of the lower part of modularization cork wood structure gable trapezoidal plate 10-1
Nail is applied with nail and is connect with index bed modularization superstructure 7 in field；Nail and mould are applied using live nail in the roof system connection area Shi Ding 10-1-16
Block roof slab 14 connects；In top floor installation lower part, nail is laterally applied on the lateral area Shi Ding 10-1-13, top floor installation top
Area 10-1-14 applies nail using live nail and connect with top-level module side dress superstructure 9；The lateral area Shi Ding 10-1- is connected between plate
22 apply nail using live nail, and top-level module gable bearing external wall plate 10 is longitudinally connected.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (4)
1. modularization cork wood structure gable trapezoidal plate, it is characterised in that: including lateral frame board (10-1-1), bottom beam plate (10-1-2),
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement group gynostemium (10-1- in oblique top beam slab (10-1-3), plate
6), reinforce set square (10-1-7), cant beam supporting mouth (10-1-8), ventilation opening (10-1-9), downstream plate (10-1-10), fire prevention
Decorative panel installs batten (10-1-11), top floor mounting plate (10-1-12), the top floor installation lateral area Shi Ding in lower part
(10-1-13), top floor install the lateral area Shi Ding (10-1-14) in top, hole for hoist (10-1-15), the roof system connection area Shi Ding
(10-1-16), factory nail (10-1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), lower part installation
The lateral area Shi Ding (10-1-22) is connected between the top area Shi Ding (10-1-20), heat insulating and sound insulating material (10-1-21), plate；
Two vertical bottom ends lateral frame board (10-1-1) are connect with one block of horizontal bottom beam plate (10-1-2) respectively, and top is divided equally
It is not connect with oblique top beam slab (10-1-3), lateral frame board (10-1-1), bottom beam plate (10-1-2), oblique top beam slab (10-1-3) surround one
Frame is projected as right-angled trapezium to the perpendicular of indoor or outdoors；Side projection is rectangle；
Modularization cork wood structure gable trapezoidal plate (10-1) is generally trapezoidal；Lateral frame board (10-1-1) is identical, and side projection is
Right-angled trapezium, bottom are two right angles, and top left side or right side are high, and the gradient is 45 °；Oblique top beam slab (10-1-3) and lateral frame board
(10-1-1) connection, the top surface gradient are identical as the top surface gradient of lateral frame board (10-1-1)；
Bottom beam plate (10-1-2) and oblique top beam slab (10-1-3) extend to the two of modularization cork wood structure gable trapezoidal plate (10-1)
End, two lateral frame boards (10-1-1) are located between bottom beam plate (10-1-2) and oblique top beam slab (10-1-3), bottom beam plate (10-1-2)
It is connect using factory with nail (10-1-17) with two lateral frame boards (10-1-1), nail is vertically hammered by bottom beam plate (10-1-2)
Lateral frame board (10-1-1), each tie point apply nail quantity 3 ~ 5, and a row and uniformly to arrange, oblique top beam slab (10-1-3) and
Two lateral frame boards (10-1-1) hammer into side using factory's nail (10-1-17) connection, the vertical oblique top beam slab (10-1-3) of nail
Deckle board (10-1-1), each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly；
Wall column (10-1-4) in several plates for being uniformly distributed and being parallel to each other, plate interior wall bone are set between lateral frame board (10-1-1)
Column (10-1-4) is right-angled trapezium, and two right angles are located at bottom, and the top surface gradient is identical as lateral frame board (10-1-1), the plate interior wall at both ends
Bone column (10-1-4) is close to lateral frame board (10-1-1)；Wall column (10- between wall column in plate (10-1-4) and in plate
1-4) heat insulating and sound insulating material (10-1-21) is filled between lateral frame board (10-1-1)；
The width of wall column (10-1-4) is less than the width of lateral frame board (10-1-1), the room of wall column (10-1-4) in plate in plate
Outer side nail penetrates outdoor wall surface plate (10-1-18), and side nail penetrates indoor wall panel (10-1-19) indoors；
In the wallboard in the intermediate one third section of gable board width, the top of wall column (10-1-4) in one of them plate
Portion's corresponding position, opens up the notch perpendicular to oblique top beam slab (10-1-3), and notch is cant beam supporting mouth (10-1-8), cant beam support
Mouth (10-1-8) generally rectangle, by-level that one jiao of bottom is reinforced a group gynostemium (10-1-6) is filled with level；Tiltedly
The lower section of beam supporting mouth (10-1-8) is reinforcement group gynostemium (10-1-6), and reinforcement group gynostemium (10-1-6) is by two panels or more
Plank be formed by stacking, the thickness of reinforcement group gynostemium (10-1-6) is equal to the width of wall column (10-1-4) in plate, reinforcement group
The width of gynostemium (10-1-6) is of same size with lateral frame board (10-1-1)；
Reinforcement combination newel post (10-1-5) is respectively set in the left and right ends of reinforcement group gynostemium (10-1-6), reinforces combination end
The top of column (10-1-5) is connect with oblique top beam slab (10-1-3) respectively, in higher reinforcement combination newel post (10-1-5) and oblique top
Set square (10-1-7) is reinforced in setting between beam slab (10-1-3), and reinforcing set square (10-1-7) is right angled triangle, bevel edge with
Reinforce combination newel post (10-1-5) connection, one of right-angle side is oblique top beam slab (10-1-3), another right-angle side is cant beam
One side of supporting mouth (10-1-8), this side are vertical with oblique top beam slab (10-1-3)；
The outdoor side of outdoor wall surface plate (10-1-18), lateral frame board (10-1-1), bottom beam plate (10-1-2), oblique top beam slab (10-
Frame 1-3) surrounded is stretched out to outdoor side；The indoor side of indoor wall panel (10-1-19), lateral frame board (10-1-
1), the frame that bottom beam plate (10-1-2), oblique top beam slab (10-1-3) are surrounded is stretched out to outdoor side, and the width of stretching is equal to
The thickness of lateral frame board (10-1-1)；The exposed part in outer two sides forms between plate to connect and laterally applies nail lateral frame board (10-1-1) indoors
Area (10-1-22), the exposed part in outer two sides forms lower part installation top Shi Ding area (10-1- to bottom beam plate (10-1-2) indoors
20), oblique top beam slab (10-1-3) part exposed inside and outside forms the roof system connection area Shi Ding (10-1-16)；
Side indoors is the high position of top layer layer in height, follows closely the top floor mounting plate (10-1-12) of jetting placing flat,
Top floor mounting plate (10-1-12) combines newel post (10-1-5), reinforcement group with wall column in plate (10-1-4), reinforcement respectively
Gynostemium (10-1-6) is using factory's nail (10-1-17) connection, in the lower part and top of top floor mounting plate (10-1-12)
It is respectively formed the lateral area Shi Ding (10-1-13) in top floor installation lower part, the top floor installation lateral area the Shi Ding (10-1- in top
14)；Top floor mounting plate (10-1-12) above and below, and with wall column in plate (10-1-4) and cant beam supporting mouth
The corresponding position in the base angle of (10-1-8) is respectively adopted factory with nail (10-1-17) nail and penetrates fireproof decoration plate installation batten
(10-1-11), in the plate that both ends and lateral frame board (10-1-1) are abutted except wall column (10-1-4)；Lateral frame board (10-1-1), bottom
Beam slab (10-1-2), fireproof decoration plate install batten (10-1-11), oblique top beam slab (10-1-3), top floor mounting plate (10-
1-12) side flushes vertically indoors；
In outdoor side, the corresponding position in base angle of wall column (10-1-4) and cant beam supporting mouth (10-1-8) in plate,
Factory is respectively adopted and penetrates plate (10-1-10) downstream with nail (10-1-17) nail, in the plate that both ends and lateral frame board (10-1-1) are abutted
Except wall column (10-1-4)；Lateral frame board (10-1-1), bottom beam plate (10-1-2), downstream plate (10-1-10), oblique top beam slab (10-
1-3) side flushes vertically indoors；
It is opened up ventilation opening (10-1-9) in the outdoor side of bottom beam plate (10-1-2), ventilation opening (10-1-9) penetrates through from the bottom to top；
It is respectively a quarter to one third at away from both ends in oblique top beam slab (10-1-3), and positioned at indoor wall panel (10-1-
19) indoor side, the outdoor side of outdoor wall surface plate (10-1-18) respectively open up 2 holes for hoist (10-1-15).
2. modularization cork wood structure gable trapezoidal plate according to claim 1, it is characterised in that: the oblique top beam slab (10-
It 1-3) is equal with the thickness and width of lateral frame board (10-1-1), with a thickness of 38 ~ 89mm, width is 140 ~ 286mm；In the plate
For wall column (10-1-4) with a thickness of 38 ~ 89mm, width is 89 ~ 185mm.
3. modularization cork wood structure gable trapezoidal plate according to claim 1, it is characterised in that: the indoor wall panel (10-
Load-bearing OSB plate 1-19) is preferentially used, the outdoor wall surface plate (10-1-18) preferentially uses OSB plate.
4. modularization cork wood structure gable trapezoidal plate according to claim 1, it is characterised in that: the ventilation opening (10-1-9)
135 ° ~ 180 ° of circular arc, the outdoor of circular arc and bottom beam plate (10-1-2) are inwardly recessed in the outdoor side of bottom beam plate (10-1-2)
One side plane is connected as the circular arc that radius is 2 ~ 5mm, and the depth of ventilation opening (10-1-9) is 10mm ~ 19mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820092550.4U CN208309953U (en) | 2018-01-19 | 2018-01-19 | Modularization cork wood structure gable trapezoidal plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820092550.4U CN208309953U (en) | 2018-01-19 | 2018-01-19 | Modularization cork wood structure gable trapezoidal plate |
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| CN208309953U true CN208309953U (en) | 2019-01-01 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035471A (en) * | 2018-01-19 | 2018-05-15 | 辽宁工业大学 | Modularization cork wood structure gable trapezoidal plate and its installation method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035471A (en) * | 2018-01-19 | 2018-05-15 | 辽宁工业大学 | Modularization cork wood structure gable trapezoidal plate and its installation method |
| CN108035471B (en) * | 2018-01-19 | 2023-06-20 | 辽宁工业大学 | Modular balsa structure gable trapezoid board and mounting method thereof |
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Granted publication date: 20190101 Termination date: 20220119 |