CN106592755A - Modular multi-storeyed overall assembly type steel structural house structure system - Google Patents
Modular multi-storeyed overall assembly type steel structural house structure system Download PDFInfo
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- CN106592755A CN106592755A CN201710035884.8A CN201710035884A CN106592755A CN 106592755 A CN106592755 A CN 106592755A CN 201710035884 A CN201710035884 A CN 201710035884A CN 106592755 A CN106592755 A CN 106592755A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34807—Elements integrated in a skeleton
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
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Abstract
The invention discloses a modular multi-storeyed overall assembly type steel structural house structure system, and belongs to the technical field of structural engineering. The steel structural house structure system comprises an assembling house module, a foundation module, a hanging hook between modules and a bend plate connector; various modules of the assembling house module are processed and manufactured in a factory, and every module is plugged on construction site through the hanging hook and the bending plate, and then the column is internally poured with concrete or welded, thus the structure building is completed; the hanging plate and the bending plate can plug and guide the module to the place, and anchor with concrete, and enhance the node connection; a dual-column structure is formed between the overall house modules, thus the overall structure performance of the house is strengthened. The house modules can complete the installation of inside and outside wall bodies, floor slabs, doors and windows in the factory, thus all or a part of inside decoration and outside decoration can be completed; thereby significantly reducing the work load on site and improving the construction speed.
Description
Technical field
The present invention relates to a kind of many high level overall assembled steel house structural systems of modularization, belong to Structural Engineering skill
Art field.
Background technology
2,000,000,000 square metres of the annual town and country newly constructed house area of China, wherein more than 80% is high energy consumption building, China's unit
Construction area energy consumption is more than 2 times of developed country.Meter is joined in a common effort according to Chinese steel, China's output of steel breaks through 700,000,000 tons of high pointes within 2011,
It is sure to occupy within continuous 16 years countries in the world output of steel the first, developed country's steel building area accounts for overall floorage more than 50%, day
Originally 80% is accounted for, and China is less than 4%.China is used as the maximum country of construction scope in the world, steel yield, light-duty steel construction house
Development it is seriously delayed.
Traditional construction is less efficient, to causing serious environmental pollution around construction, has a strong impact on construction periphery
Environment and resident living.Step is various in work progress, low degree of specialized division of labor, cause staff in work progress easily because
The numerous and diverse various change of job category and the mistake that occurs can usually slow down even retardance construction progress speed and then affect construction speed
Degree and construction quality.These problems are that the assembled architecture innovation of intense industrialization is imperative.
A kind of modularization low layer overall assembled steel house structural system is that a kind of assembled of intense industrialization is built
Build, because it carries out the construction of unified specification in factory, be easy to allow each construction of all assembling type steel structure external member modules to walk
Suddenly can be carried out by same construction team, so that construction degree of specialization is greatly improved, efficiency of construction and construction
Quality is greatly improved, and is greatly reduced with the probability of happening of seasonal sudden engineering accident or mistake；Because of assembling type steel structure module
Manufacture can be in addition to fixing water heating pipeline and assembling type steel structure module be connected with each other in factory whole constructions, Er Qie
The usual house of factory's periphery is less, significantly reduces impact of the construction to resident living environment, and only needs in construction area
Carry out the connection of intermodule, intermodule pipeline be connected with each other and concrete perfusion just can complete to build in post；It is live fast
Quick-mounting is matched somebody with somebody, and on the premise of construction quality is ensured, improves site operation speed, reduces the site operation duration, reduces overall
Construction costs and engineering accident or wrong odds.
The content of the invention
It is an object of the invention to a kind of many high level overall assembled steel house structural systems of the modularization for proposing are
A kind of assembled architecture of intense industrialization, the system includes basic module, box type house module, reverse V-shaped suspension hook and bent plate,
Suspension hook and bent plate are arranged between each box type house module；Box type house module is manufactured in factory process, is being applied
Each module is carried out grafting by work scene by suspension hook and bent plate, and then casting concrete or welding in post complete structure
The construction of system；Suspension hook and bent plate not only can play a part of grafting and guiding house module enter position, can with concrete
Anchored, strengthened the connection of node.Dual beam configuration is formed between integral house module, house integral structure performance is strengthened.
House module can complete the installation of external and internal wall, floor, door and window in factory, can complete all or part of interior decoration and outer
Finishing, substantially reduces building-site workload, improves speed of application.The present invention standardizes modularization, batch production and assembling
Combine, realize factorial praluction, live quick assembling on the premise of construction quality is ensured, improves speed of application, subtracts
Lack the construction period, reduce construction costs.
The many high level overall assembled steel house structural systems of the modularization, it is characterised in that structure is by basic mould
Block, box type house module composition, are linked and packed as overall structure at the construction field (site) by node.
The all independent foundation under column of described basic module (but isolated footing is not limited only to, other bases can also be adopted
Plinth form), there are two kinds of forms, respectively basic module A and basic module B, basic module A is single-column form, and basic module B is
Twin columns form.Connector between each overall box type house module includes reverse V-shaped suspension hook (5) and bending plate connection member (7).
Base form is not limited only to isolated footing, can also select the basis of other forms.
The basic module A is by plain concrete cushion layer (1), sole plate (2), bar-mat reinforcement, reinforced column (3), base
Plinth list short column (4) and reverse V-shaped suspension hook (5) are constituted；The bar-mat reinforcement of basic module A, the single short column (4) in basis and reverse V-shaped suspension hook (5) structure
Part completes in factory process, then reverse V-shaped suspension hook (5) is installed on basic list short column (4) by welding；Construction is existing
Field carries out the making and fixation of plain concrete cushion layer (1) and reinforced column (3) and basis list short column (4)；First carry out element mixed
The construction of solidifying soil padding (1), after its initial set, carries out pouring for sole plate (2) and reinforced column (3), and bar-mat reinforcement is put down
Row is in plain concrete cushion layer (1), and the requirement according to design size arranges vertical reinforcement, basis list short column on bar-mat reinforcement top
(4) place vertically in the center of reinforced column (3), adjacent plane overlaps；It is perpendicular around basic list short column (4) afterwards
To on reinforcing bar according to the horizontally disposed stirrup of required distance；Finally poured, immobilizing foundation list short column (4).
The basic module B also by plain concrete cushion layer (1), sole plate (2), bar-mat reinforcement, reinforced column (3),
Basic double short columns (6) and reverse V-shaped suspension hook (5) are constituted；The bar-mat reinforcement of basic module B, the double short columns (6) in basis and reverse V-shaped suspension hook (5)
Component completes in factory process, and the double short columns (6) in basis are by two adjacent sides welding of two bases list short column (4)
Together, large-scale assembly project is conveniently realized；Then reverse V-shaped suspension hook (5) is installed on into basic pair by way of welding
On short column (6)；Job site carry out the making of plain concrete cushion layer (1) and reinforced column (3) and the double short columns (6) in basis with
It is fixed；The construction of plain concrete cushion layer (1) is first carried out, after its initial set, sole plate (2) and reinforced column (3) is carried out
Pour, bar-mat reinforcement is parallel to plain concrete cushion layer (1) and vertical in the top arrangement of bar-mat reinforcement according to the requirement of design size
Reinforcing bar, the double short columns (6) in basis are placed vertically in the center of reinforced column (3), and adjacent plane overlaps；Afterwards basic double short
According to the horizontally disposed stirrup of required distance on vertical reinforcement around post (6)；Finally poured, the double short columns of immobilizing foundation
(6)。
Node connection in many high level overall assembled steel house structural system of modularization include square tube post (8),
Reverse V-shaped suspension hook (5), bent plate (7), upper beam (10) and underbeam (9), square tube post (8) includes double-layer structure, respectively upper strata square tube post
With lower floor's square tube post, upper strata square tube post and upper beam (10) be mutually perpendicular to welding, and lower floor's square tube post and underbeam (9) are mutually perpendicular to weldering
Connect；The beam bottom of upper beam (10) is concordant with the bottom of upper strata square tube post, and underbeam (9) back is concordant with the top of lower floor's square tube post, lower floor side
Two reverse V-shaped suspension hook (5) diagonal cross of tubing string welded top, four side centre bottoms of upper strata square tube post be respectively welded with one it is curved
Plate (7), the reverse V-shaped suspension hook (5) of lower floor's square tube column top is connected group with the bent plate (7) of four side centre bottoms of upper strata square tube post
Into the connecting node of upper and lower double-layer structure.Bent plate (7) lower end knuckle inwardly, plays guide effect in hoisting process, reverse V-shaped to hang
Hook (5) inserts four pieces of bent plates (7) centres, grafting after-pouring concrete or welding, and reverse V-shaped suspension hook (5) and bent plate (7) can rise
To anchorage effect.
Box type house module includes steel frame, floor and the wallboard of house module.Box type house module
Steel frame complete in factory process as follows：The welding of beam, the welding of post, Liang Yuzhu are weldingly connected and room
The steel frame surface spraying fireproof coating of room module.Steel frame can be different according to the height in house, increase bearing diagonal.The building
The fixation of plate and wallboard and the installation of door and window are after box type house module steel frame is completed, to complete in factory.It is described
Wallboard can adopt traditional building method, its building method and ripe with the interconnection technique of framework, and in factory
Complete, while speed of application is improved, the manufacturing cost of box type house module can be reduced, but the wallboard not only can
Using traditional building method, the wallboard of other forms can also be adopted.
All or part of interior decoration and exterior decoration can be additionally completed, fitting-up integrated construction is realized.
The many high level overall assembled steel house structural systems of the modularization, its box type house module includes three kinds
Module, respectively box type house modules A, box type house module B and box type house module C, pass through node between module
Connected mode connects.
Box type house modules A is divided into room I, corridor and room II；Room I include four contour square tube posts (8),
Four equilateral section square tube beams are underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam (10) and precast floor slab (11)；Room
II includes that four contour square tube posts (8), four equilateral section square tube beams are that underbeam (9), four rectangular cross-sectional square tube beams are gone up
Beam (10), precast floor slab (11) and prefabricated panel；Two equilateral section square tube beams are upper beam (9) and two rectangular cross-sectional square tubes
Beam is underbeam (10) connection room I and room II.Whole components of box type house modules A have made in factory process
Into then by welding each component assembly into described box type house modules A.Equilateral section square tube beam (9) is upper beam,
Rectangular cross-sectional square tube beam (10) is underbeam, and square tube post is assembled into cubic type steel frame, each side's tubing string etc. with beam by welding
High concordant, upper beam back is concordant with capital, and underbeam beam bottom is concordant with post bottom；Precast floor slab (11) is provided with the corresponding site of pillar
Post holes, after the completion for the treatment of that pillar is connected with beam, precast floor slab is placed in the plane that post bottom and underbeam are formed.
Box type house module B point is room I, corridor and room II；Room I include four contour square tube posts (8),
Four equilateral section square tube beams are underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam (10) and two precast floor slabs (11)；
Room II is underbeam (9), four rectangular cross-sectional square tube beams including four contour square tube posts (8), four equilateral section square tube beams
That is upper beam (10), precast floor slab (11) and prefabricated panel；Two equilateral section square tube beams are underbeam (9) and two rectangular cross-sectionals
Square tube beam is upper beam (10) connection room I and room II.Whole components of box type house module B make in factory process
Complete, then by welding each component assembly into described box type house module B.Rectangular cross-sectional square tube beam (10) is
Upper beam, equilateral section square tube beam (9) is underbeam, and square tube post is assembled into cubic type steel frame, each side's tubing string with beam by welding
Contour concordant, with capital in a distance, underbeam beam bottom is concordant with post bottom for upper beam back；Described reinforced concrete floor
(11) corresponding site in pillar is provided with post holes, after the completion for the treatment of that pillar is connected with beam, prefabricated concrete floor is placed in into post bottom
In the plane that the plane formed with underbeam and upper beam are formed.
Box type house module C point is room I, corridor and room II；Room I include four contour square tube posts (8),
Eight equilateral section square tube beams (9), four rectangular cross-sectionals square tube beam (10) and two precast floor slabs (11)；Room II includes four
Individual contour square tube post (8), eight equilateral section square tube beams (9), four rectangular cross-sectionals square tube beam (10), precast floor slab (11) and
Prefabricated panel；Four equilateral section square tube beams (9) and two rectangular cross-sectionals square tube beam (10) connect room I and room II.Institute
The whole components for stating box type house module C complete in factory process, then by welding each component assembly into institute
Box type house module C stated.Rectangular cross-sectional square tube beam (10) is upper beam, equilateral section square tube beam (9) be respectively back timber and
Underbeam, square tube post is assembled into cubic type steel frame with beam by welding, and each side's tubing string is contour concordant, and back timber back is put down with capital
Together, with capital in a distance, underbeam beam bottom is concordant with post bottom for upper beam back；Described reinforced concrete floor (11) is in post
The corresponding site of son is provided with post holes, after the completion for the treatment of that pillar is connected with beam, prefabricated concrete floor is placed in into underbeam and upper beam shape
Into plane on.
Beam and column in many high level overall assembled steel house structural systems of described modularization not only can be adopted
Square tube beam and square column, can also adopt the beam and column of other forms.
The invention has the beneficial effects as follows, in many high level overall assembled steel house structural systems of above-mentioned modularization
All modules are all prefabricated in factory process, only each module need to be carried out into grafting, Ran Hou by suspension hook and bent plate at the construction field (site)
Casting concrete or welding in post, you can complete structure building；Suspension hook and bent plate not only can play grafting and be guided into position
Effect, the connection of node being anchored with concrete, can be strengthened.Dual beam configuration is formed between integral house module, plus
Strong house integral structure performance.Each module is easy to split and transports, and can accomplish to recycle.The present invention by modularization,
Batch production, standardization and assembling combine, and realize factorial praluction, live quick assembling, before construction quality is ensured
Put, improve speed of application, reduce the construction period, reduce construction costs.
Description of the drawings
Fig. 1 is the monolithic architecture model stereogram of the present invention.
Fig. 2 is the monolithic architecture model stereogram of the present invention
Fig. 3 is each decomposition module figure of monolithic architecture of the present invention.
Fig. 4 is the basic module A of the present invention.
Fig. 5 is the basic module B of the present invention.
Fig. 6 is the monoblock type load module A of the present invention.
Fig. 7 is the monoblock type load module A of the present invention.
Fig. 8 is the monoblock type load module B of the present invention.
Fig. 9 is the monoblock type load module B of the present invention.
Figure 10 is the monoblock type load module C of the present invention.
Figure 11 is the monoblock type load module C of the present invention.
Figure 12 is the modular connecting node of the present invention.
In figure：1-plain concrete cushion layer, 2-sole plate, 3-reinforced column, 4-basis list short column, 5-fall V
Type suspension hook, the double short columns in 6-basis, 7-bent plate, 8-square tube post, 9-equilateral section square tube beam, 10-rectangular cross-sectional square tube
Beam, 11-precast floor slab.
Specific embodiment
As shown in Figure 1, 2, by casting concrete or welding in grafting and post between integral house module of the invention
It is attached, you can complete the building operation of steel house structural system.In construction hoisting, capital suspension hook puts down can crane
Steady lifting, suspension hook and bent plate can play grafting and be guided into position effect, reduce the difficulty of assembling docking, carry to a great extent
High construction quality and speed of application.
In many high level overall assembled steel house architectures of modularization proposed by the present invention, the assembling type base
Independent foundation under column is used, certainly the type of foundation not limited to this of the present invention.Base form has basic A and basis B.It is described
Basis complete pre-fabricated factory is prefabricated, being transported to behind scene can directly carry out embedding and with superstructure the assembling on basis
Formula is installed.
As shown in figure 3, the basic module A is by plain concrete cushion layer (1), sole plate (2), bar-mat reinforcement, reinforced concrete
Earth pillar (3), basis list short column (4) and reverse V-shaped suspension hook (5) are constituted；The bar-mat reinforcement of basic module A, basis list short column (4) and V
Type suspension hook (5) component completes in factory process, then reverse V-shaped suspension hook (5) is installed on into basic list short column by welding
(4) on；Job site carries out the making of the single short column (4) of plain concrete cushion layer (1) and reinforced column (3) and basis and consolidates
It is fixed；The construction of plain concrete cushion layer (1) is first carried out, after its initial set, sole plate (2) and reinforced column (3) is carried out
Pour, bar-mat reinforcement is parallel to plain concrete cushion layer (1), and the requirement according to design size arranges vertical steel on bar-mat reinforcement top
Muscle, basis list short column (4) is placed vertically in the center of reinforced column (3), and adjacent plane overlaps；Afterwards in basic list short column
(4) according to the horizontally disposed stirrup of required distance on the vertical reinforcement around；Finally poured, immobilizing foundation list short column (4).
As shown in figure 4, the basic module B is also mixed by plain concrete cushion layer (1), sole plate (2), bar-mat reinforcement, reinforcing bar
Solidifying earth pillar (3), the double short columns (6) in basis and reverse V-shaped suspension hook (5) are constituted；The bar-mat reinforcement of basic module B, double short columns (6) in basis and
V-type suspension hook (5) component completes in factory process, and the double short columns (6) in basis are by two phases of two bases list short column (4)
Adjacent side welds together, and conveniently realizes large-scale assembly project；Then by reverse V-shaped suspension hook (5) peace by way of welding
Loaded on basic double short columns (6)；Job site carries out plain concrete cushion layer (1) and reinforced column (3) with the double short columns in basis
(6) making and fixation；The construction of plain concrete cushion layer (1) is first carried out, after its initial set, sole plate (2) and reinforcing bar is carried out
Concrete column (3) pour, bar-mat reinforcement parallel to plain concrete cushion layer (1), and according to design size requirement in bar-mat reinforcement
Vertical reinforcement is arranged on top, and the double short columns (6) in basis are placed vertically in the center of reinforced column (3), and adjacent plane overlaps；It
Afterwards according to the horizontally disposed stirrup of required distance on the vertical reinforcement around basic double short columns (6)；Finally poured, it is fixed
Basic double short columns (6).
As shown in fig. 7, box type house modules A is divided into room I, corridor and room II；Room I is contour including four
Square tube post (8), four equilateral section square tube beams are underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam (10) and prefabricated building
Plate (11)；Room II is underbeam (9), four rectangular cross-sectionals including four contour square tube posts (8), four equilateral section square tube beams
Square tube beam is upper beam (10), precast floor slab (11) and precast floor slab；Two equilateral section square tube beams are that upper beam (9) and two are rectangular
Tee section square tube beam is underbeam (10) connection room I and room II.Whole components of box type house modules A add in factory
Work completes, then by welding each component assembly into described box type house modules A.Equilateral section square tube beam
(9) it is upper beam, rectangular cross-sectional square tube beam (10) is underbeam, square tube post is assembled into cubic type steel frame with beam by welding,
Each side's tubing string is contour concordant, and upper beam back is concordant with capital, and underbeam beam bottom is concordant with post bottom；Described reinforced concrete floor
(11) corresponding site in pillar is provided with post holes, after the completion for the treatment of that pillar is connected with beam, prefabricated concrete floor is placed in into post bottom
In the plane formed with underbeam.
As shown in figure 9, box type house module B point is room I, corridor and room II；Room I is contour including four
Square tube post (8), four equilateral section square tube beams be underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam (10), two it is prefabricated
Floor (11) and precast floor slab；Room II include four contour square tube posts (8), four equilateral section square tube beams be underbeam (9), four
Individual rectangular cross-sectional square tube beam is upper beam (10) and precast floor slab (11)；Two equilateral section square tube beams are underbeam (9) and two
Rectangular cross-sectional square tube beam is upper beam (10) connection room I and room II.Whole components of box type house module B are in work
Factory's processing and fabricating is completed, then by welding each component assembly into described box type house module B.Rectangular cross-sectional side
Guan Liang (10) is upper beam, and equilateral section square tube beam (9) is underbeam, and square tube post is assembled into cubic type steel framework with beam by welding
Frame, each side's tubing string is contour concordant, and with capital in a distance, underbeam beam bottom is concordant with post bottom for upper beam back；Described reinforcing bar
Concrete floor (11) is provided with post holes in the corresponding site of pillar, after the completion for the treatment of that pillar is connected with beam, by prefabricated concrete building
Plate is placed in post bottom and the plane of underbeam formation and the plane of upper beam formation.
As shown in figure 11, box type house module C point is room I, corridor and room II；Room I includes four etc.
High square tube post (8), eight equilateral section square tube beams (9), four rectangular cross-sectionals square tube beam (10) and two precast floor slabs (11)；
Room II includes four contour square tube posts (8), eight equilateral section square tube beams (9), four rectangular cross-sectionals square tube beam (10), pre-
Floor (11) processed and precast floor slab；Four equilateral section square tube beams (9) and two rectangular cross-sectionals square tube beam (10) connect room I
With room II.Whole components of box type house module C complete in factory process, then by welding each structure
Part is assembled into described box type house module C.Rectangular cross-sectional square tube beam (10) is upper beam, equilateral section square tube beam (9) point
Not Wei back timber and underbeam, square tube post and beam be assembled into cubic type steel frame by welding, and each side's tubing string is contour concordant, back timber beam
Top is concordant with capital, and with capital in a distance, underbeam beam bottom is concordant with post bottom for upper beam back；Described reinforced concrete Tulou
Plate (11) is provided with post holes in the corresponding site of pillar, after the completion for the treatment of that pillar is connected with beam, prefabricated concrete floor is placed in down
In the plane that beam and upper beam are formed.
As shown in figure 12, the node connection in many high level overall assembled steel house structural systems of modularization includes
Square tube post (8), reverse V-shaped suspension hook (5), bent plate (7), upper beam (10) and underbeam (9), square tube post (8) includes double-layer structure, respectively
Upper strata square tube post and lower floor's square tube post, upper strata square tube post is mutually perpendicular to welding, lower floor's square tube post and underbeam (9) phase with upper beam (10)
Mutual vertical welding；The beam bottom of upper beam (10) is concordant with the bottom of upper strata square tube post, and underbeam (9) back is put down with the top of lower floor's square tube post
Together, two reverse V-shaped suspension hook (5) diagonal cross of lower floor's square tube column top welding, four side centre bottoms of upper strata square tube post are respectively welded
It is connected to the bent plate of a bent plate (7), the reverse V-shaped suspension hook (5) of lower floor's square tube column top and four side centre bottoms of upper strata square tube post
(7) it is connected and constitutes the connecting node of upper and lower double-layer structure.Bent plate (7) lower end knuckle inwardly, plays guiding in hoisting process
Effect, reverse V-shaped suspension hook (5) is inserted in the middle of four pieces of bent plates (7), grafting after-pouring concrete or welding, reverse V-shaped suspension hook (5) and curved
Plate (7) can play anchorage effect.
Claims (7)
1. many high level overall assembled steel house structural system of a kind of modularization, it is characterised in that：The system includes basis
Module, box type house module, reverse V-shaped suspension hook and bent plate, suspension hook and bent plate are arranged between each box type house module；Institute
State box type house module to manufacture in factory process, at the construction field (site) each module is carried out into grafting by suspension hook and bent plate, then
Casting concrete or welding in post, that is, complete the construction of structural system；Suspension hook and bent plate not only act as grafting and guiding room
Room module enters the effect of position, is also anchored with concrete, strengthens the connection of node；Twin columns knot is formed between integral house module
Structure, strengthens house integral structure performance；House module completes the installation of external and internal wall, floor, door and window in factory, complete all or
Person part interior decoration and exterior decoration；
It is linked and packed as overall structure by node at the construction field (site)；
The all independent foundation under column of described basic module, there is two kinds of forms, respectively basic module A and basic module B, base
Plinth modules A is single-column form, and basic module B is twin columns form；Connector bag between each overall box type house module
Include reverse V-shaped suspension hook (5) and bending plate connection member (7)；
The basic module A is single by plain concrete cushion layer (1), sole plate (2), bar-mat reinforcement, reinforced column (3), basis
Short column (4) and reverse V-shaped suspension hook (5) are constituted；The bar-mat reinforcement of basic module A, the single short column (4) in basis and reverse V-shaped suspension hook (5) component are equal
Complete in factory process, then reverse V-shaped suspension hook (5) is installed on basic list short column (4) by welding；Job site is entered
Row plain concrete cushion layer (1) and the making and fixation on reinforced column (3) and basis list short column (4)；First carry out plain concrete
The construction of bed course (1), after its initial set, carries out pouring for sole plate (2) and reinforced column (3), bar-mat reinforcement parallel to
Plain concrete cushion layer (1), and the requirement according to design size arranges vertical reinforcement on bar-mat reinforcement top, basis list short column (4) is erected
The center of reinforced column (3) is put in, adjacent plane overlaps；Vertical steel around basic list short column (4) afterwards
According to the horizontally disposed stirrup of required distance on muscle；Finally poured, immobilizing foundation list short column (4)；
The basic module B is also by plain concrete cushion layer (1), sole plate (2), bar-mat reinforcement, reinforced column (3), basis
Double short columns (6) and reverse V-shaped suspension hook (5) are constituted；The bar-mat reinforcement of basic module B, the double short columns (6) in basis and reverse V-shaped suspension hook (5) component
Complete in factory process, the double short columns (6) in basis are that two adjacent sides of two bases list short column (4) are welded on into one
Rise, conveniently realize large-scale assembly project；Then reverse V-shaped suspension hook (5) is installed on into basic double short columns by way of welding
(6) on；Job site carries out the making of the double short columns (6) of plain concrete cushion layer (1) and reinforced column (3) and basis and consolidates
It is fixed；The construction of plain concrete cushion layer (1) is first carried out, after its initial set, sole plate (2) and reinforced column (3) is carried out
Pour, bar-mat reinforcement is parallel to plain concrete cushion layer (1), and the requirement according to design size arranges vertical steel on the top of bar-mat reinforcement
Muscle, the double short columns (6) in basis are placed vertically in the center of reinforced column (3), and adjacent plane overlaps；Afterwards in basic double short columns
(6) according to the horizontally disposed stirrup of required distance on the vertical reinforcement around；Finally poured, the double short columns (6) of immobilizing foundation；
Node connection includes square tube post (8), reverse V-shaped suspension hook (5), bent plate (7), upper beam (10) and underbeam (9), square tube post (8)
Including double-layer structure, respectively upper strata square tube post and lower floor's square tube post, upper strata square tube post is mutually perpendicular to welding with upper beam (10), under
Layer square tube post and underbeam (9) are mutually perpendicular to welding；The beam bottom of upper beam (10) is concordant with the bottom of upper strata square tube post, underbeam (9) back
It is concordant with the top of lower floor square tube post, two reverse V-shaped suspension hook (5) diagonal cross of lower floor's square tube column top welding, upper strata square tube post
Four side centre bottoms be respectively welded with a bent plate (7), reverse V-shaped suspension hook (5) and the upper strata square tube post of lower floor's square tube column top
The bent plate (7) of four side centre bottoms is connected and constitutes the connecting node of upper and lower double-layer structure；Bent plate (7) lower end knuckle is inside,
Guide effect is played in hoisting process, reverse V-shaped suspension hook (5) inserts four pieces of bent plates (7) centres, grafting after-pouring concrete or weldering
Connect, reverse V-shaped suspension hook (5) and bent plate (7) play anchorage effect；
Box type house module includes steel frame, floor and the wallboard of house module；The steel of box type house module
Framework is completed as follows in factory process：The welding of beam, the welding of post, Liang Yuzhu are weldingly connected and house mould
The steel frame surface spraying fireproof coating of block；Steel frame is different according to the height in house, increases bearing diagonal；The floor and wallboard
Fixation and the installation of door and window be after box type house module steel frame is completed, to complete in factory.
2. many high level overall assembled steel house structural system of a kind of modularization according to claim 1, its feature
It is：All or part of interior decoration and exterior decoration are completed, fitting-up integrated construction is realized.
3. many high level overall assembled steel house structural system of a kind of modularization according to claim 1, its feature
It is：The many high level overall assembled steel house structural systems of the modularization, its box type house module includes three kinds of moulds
Block, respectively box type house modules A, box type house module B and box type house module C, are connected between module by node
The mode of connecing connects.
4. many high level overall assembled steel house structural system of a kind of modularization according to claim 1, its feature
It is：Box type house modules A is divided into room I, corridor and room II；Room I include four contour square tube posts (8), four
Individual equilateral section square tube beam is underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam (10) and precast floor slab (11)；Room II
It is underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam including four contour square tube posts (8), four equilateral section square tube beams
(10), precast floor slab (11) and prefabricated panel；Two equilateral section square tube beams are upper beam (9) and two rectangular cross-sectional square tubes
Beam is underbeam (10) connection room I and room II；Whole components of box type house modules A have made in factory process
Into then by welding each component assembly into described box type house modules A；Equilateral section square tube beam (9) is upper beam,
Rectangular cross-sectional square tube beam (10) is underbeam, and square tube post is assembled into cubic type steel frame, each side's tubing string etc. with beam by welding
High concordant, upper beam back is concordant with capital, and underbeam beam bottom is concordant with post bottom；Precast floor slab (11) is provided with the corresponding site of pillar
Post holes, after the completion for the treatment of that pillar is connected with beam, precast floor slab is placed in the plane that post bottom and underbeam are formed.
5. many high level overall assembled steel house structural system of a kind of modularization according to claim 1, its feature
It is：Box type house module B point is room I, corridor and room II；Room I include four contour square tube posts (8), four
Individual equilateral section square tube beam is underbeam (9), four rectangular cross-sectional square tube beams i.e. upper beam (10) and two precast floor slabs (11)；Room
Between II include four contour square tube posts (8), four equilateral section square tube beams be underbeam (9), four rectangular cross-sectional square tube beams i.e.
Upper beam (10), precast floor slab (11) and prefabricated panel；Two equilateral section square tube beams are underbeam (9) and two rectangular cross-sectional sides
Pipe beam is upper beam (10) connection room I and room II；Whole components of box type house module B have made in factory process
Into then by welding each component assembly into described box type house module B；Rectangular cross-sectional square tube beam (10) is upper
Beam, equilateral section square tube beam (9) is underbeam, and square tube post is assembled into cubic type steel frame, each side's tubing string etc. with beam by welding
High concordant, with capital in a distance, underbeam beam bottom is concordant with post bottom for upper beam back；Described reinforced concrete floor (11)
Be provided with post holes in the corresponding site of pillar, after the completion for the treatment of that pillar is connected with beam, by prefabricated concrete floor be placed in post bottom and under
In the plane that the plane and upper beam that beam is formed is formed.
6. many high level overall assembled steel house structural system of a kind of modularization according to claim 1, its feature
It is：Box type house module C point is room I, corridor and room II；Room I include four contour square tube posts (8), eight
Individual equilateral section square tube beam (9), four rectangular cross-sectionals square tube beam (10) and two precast floor slabs (11)；Room II includes four
Contour square tube post (8), eight equilateral section square tube beams (9), four rectangular cross-sectionals square tube beam (10), precast floor slab (11) and pre-
Wallboard processed；Four equilateral section square tube beams (9) and two rectangular cross-sectionals square tube beam (10) connect room I and room II；It is described
Whole components of box type house module C complete in factory process, then by welding by each component assembly into described
Box type house module C；Rectangular cross-sectional square tube beam (10) is upper beam, and equilateral section square tube beam (9) is respectively back timber with
Beam, square tube post is assembled into cubic type steel frame with beam by welding, and each side's tubing string is contour concordant, and back timber back is put down with capital
Together, with capital in a distance, underbeam beam bottom is concordant with post bottom for upper beam back；Described reinforced concrete floor (11) is in post
The corresponding site of son is provided with post holes, after the completion for the treatment of that pillar is connected with beam, prefabricated concrete floor is placed in into underbeam and upper beam shape
Into plane on.
7. many high level overall assembled steel house structural system of a kind of modularization according to claim 1, its feature
It is：Beam and column in many high level overall assembled steel house structural systems of modularization is not only with square tube beam and square column.
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| CN110805140A (en) * | 2019-11-22 | 2020-02-18 | 佛山科学技术学院 | Container assembly type low-rise building design method |
| CN111287316A (en) * | 2020-05-13 | 2020-06-16 | 中国船舶重工集团国际工程有限公司 | Assembled box plate steel structure multi-story high-rise structure system and construction method |
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| CN114033219A (en) * | 2021-12-21 | 2022-02-11 | 吴云涛 | Concrete box type building module, modular building and construction method thereof |
| CN114351869A (en) * | 2022-01-18 | 2022-04-15 | 重庆大学 | Modular assembly type steel-concrete structure house system and assembly method thereof |
| CN115045390A (en) * | 2022-05-11 | 2022-09-13 | 中国建筑技术集团有限公司 | Construction method of fully-assembled light-steel light-concrete structural system |
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