CN106592755B - A kind of more high-rise overall assembled steel house structural systems of modularization - Google Patents
A kind of more high-rise overall assembled steel house structural systems of modularization Download PDFInfo
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- CN106592755B CN106592755B CN201710035884.8A CN201710035884A CN106592755B CN 106592755 B CN106592755 B CN 106592755B CN 201710035884 A CN201710035884 A CN 201710035884A CN 106592755 B CN106592755 B CN 106592755B
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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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- Engineering & Computer Science (AREA)
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Abstract
The invention discloses overall assembled steel house structural systems high-rise more than a kind of modularization, belong to technical field of structural engineering, including the suspension hook and bending plate connection member between prefabricated buildings module, basic module, module；The various modules of prefabricated buildings are manufactured in factory process, each module are carried out grafting by suspension hook and bent plate at the construction field (site), structure building can be completed in then casting concrete or welding in column；Suspension hook and bent plate not only can play the role of grafting and guiding module enters position, can also be anchored with concrete, reinforce the connection of node；Dual beam configuration is formed between integral house module, strengthens house integral structure performance.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 exterior decoration, substantially reduce building-site workload, improve speed of application.
Description
Technical field
The present invention relates to overall assembled steel house structural systems high-rise more than a kind of modularization, belong to Structural Engineering skill
Art field.
Background technique
2,000,000,000 square metres of the annual town and country newly constructed house area in China, wherein 80% the above are high energy consumption building, China's units
Construction area energy consumption is the 2 times or more of developed country.Meter is joined in a common effort according to Chinese steel, China's output of steel in 2011 breaks through 700,000,000 tons of high pointes,
It is the first to be sure to occupy within continuous 16 years countries in the world output of steel, developed country's steel building area accounts for 50% or more overall floorage, day
Originally 80% is accounted for, and China is less than 4%.China is as construction scope, the maximum country of steel yield in the world, light-duty steel construction house
Development seriously lag.
Traditional construction efficiency is lower, to serious environmental pollution is caused around construction, seriously affects construction periphery
Environment and resident living.In work progress step multiplicity, low degree of specialized division of labor, cause staff in the construction process be easy because
The wrong even retardance construction progress speed that can usually slow down that many and diverse multiplicity of job category changes and occurs influences speed of constructing in turn
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
It builds, because it is in the construction of factory's progress unified specification, convenient for allowing each construction of all assembling type steel structure external member modules to walk
Suddenly it can be carried out by same branch construction team, so that construction degree of specialization greatly improves, construction efficiency and construction
Quality greatly improves, and the probability of happening with season sudden engineering accident or mistake is greatly reduced；Because of assembling type steel structure module
Manufacture factory can whole constructions in addition to fixing water heating pipeline and assembling type steel structure module are connected with each other, Er Qie
The usual house in factory periphery is less, significantly reduces the influence constructed to resident living environment, and only need in construction area
It carries out the connection of intermodule, the interconnection of intermodule pipeline and concrete perfusion can be completed to build in column；It is live fast
Quick-mounting is matched, and under the premise of guaranteeing construction quality, improves site operation speed, reduces the site operation duration, is reduced overall
Project cost and engineering accident or wrong odds.
Summary of the invention
It is an object of the invention to overall assembled steel house structural systems high-rise more than a kind of modularization of proposition to be
A kind of assembled architecture of intense industrialization, the system include basic module, box type house module, inverted V type suspension hook and bent plate
Connector, inverted V type suspension hook and bending plate connection member are arranged between each box type house module；Box type house module exists
Each module is carried out grafting by inverted V type suspension hook and bending plate connection member at the construction field (site), then poured in column by factory process manufacture
Concrete or welding are built, that is, completes the construction of structural system；Inverted V type suspension hook and bending plate connection member can not only play grafting and
Guiding house module enters the effect of position, can also be anchored with concrete, reinforce the connection of node.Between integral house module
Dual beam configuration is formed, house integral structure performance is strengthened.House module can complete external and internal wall, floor, door and window in factory
Installation, all or part of interior decoration and exterior decoration can be completed, substantially reduce building-site workload, improve construction speed
Degree.The present invention is by modularization, batch production, and standardization and assembling combine, and realizes the factorial production, live quick assembling,
Under the premise of guaranteeing construction quality, speed of application is improved, the construction period is reduced, reduces project cost.
The more high-rise overall assembled steel house structural systems of the modularization, which is characterized in that structure is by basic mould
Block, box type house module composition, are linked and packed at the construction field (site) by node as overall structure.
The all independent foundation under column of the basic module but it is not limited only to isolated footing, it can also be using other bases
Form, there are two types of form, respectively basic module A and basic module B, basic module A is single-column form, and basic module B is double
Cylindricality formula.Connector between each whole box type house module includes inverted V type suspension hook 5 and bending plate connection member 7.Basic shape
Formula is not limited only to isolated footing, can also select the basis of other forms.
The basic module A is single short by plain concrete cushion layer 1, sole plate 2, steel mesh, reinforced column 3, basis
Column 4 and inverted V type suspension hook 5 are constituted；The steel mesh of basic module A, the single short column 4 in basis and 5 component of inverted V type suspension hook add in factory
Work completes, and then inverted V type suspension hook 5 is installed on basic single short column 4 by welding；Construction site carries out plain concrete pad
The production and fixation of the single short column 4 of layer 1 and reinforced column 3 and basis；The construction for first carrying out plain concrete cushion layer 1, at the beginning of it
After solidifying, pouring for sole plate 2 and reinforced column 3 is carried out, steel mesh is parallel to plain concrete cushion layer 1, and according to design
The requirement of size arranges that vertical reinforcement, basis list short column 4 are placed vertically in the center of reinforced column 3 on steel mesh top,
Adjacent plane is overlapped；Later according to the horizontally disposed stirrup of required distance on the vertical reinforcement around basic single short column 4；Finally
It is poured, immobilizing foundation list short column 4.
The basic module B is also double by plain concrete cushion layer 1, sole plate 2, steel mesh, reinforced column 3, basis
Short column 6 and inverted V type suspension hook 5 are constituted；The steel mesh of basic module B, the double short columns 6 in basis and 5 component of inverted V type suspension hook add in factory
Work completes, and the double short columns 6 in basis are to weld together two adjacent sides of the single short column 4 in two bases, facilitates realization big
The assembly project of scale；Then inverted V type suspension hook 5 is installed on basic double short columns 6 by welding；Construction site carries out
The production and fixation of the double short columns 6 of plain concrete cushion layer 1 and reinforced column 3 and basis；First carry out applying for plain concrete cushion layer 1
Work carries out pouring for sole plate 2 and reinforced column 3 after its initial set, and steel mesh is parallel to plain concrete cushion layer 1,
And arrange that vertical reinforcement, the double short columns 6 in basis are placed vertically in reinforced column 3 on the top of steel mesh according to the requirement of design size
Center, adjacent plane be overlapped；Later according to the horizontal cloth of required distance on the vertical reinforcement around basic double short columns 6
Set stirrup；It is finally poured, the double short columns 6 of immobilizing foundation.
Include square tube column 8 in node connection in the more high-rise overall assembled steel house structural systems of modularization, fall
V-type suspension hook 5, bending plate connection member 7, upper beam 10 and underbeam 9, square tube column 8 include double-layer structure, respectively upper layer square tube column and lower layer
Square tube column, upper layer square tube column are mutually perpendicular to weld with upper beam 10, and lower layer's square tube column and underbeam 9 are mutually perpendicular to weld；Upper beam 10
Beam bottom is concordant with the bottom of upper layer square tube column, and 9 back of underbeam is concordant with the top of lower layer's square tube column, and the two of the welding of lower layer's square tube column top
Four side centre bottoms of a 5 diagonal cross of inverted V type suspension hook, upper layer square tube column are respectively welded with a bending plate connection member 7, lower layer's square tube
The type of the falling V suspension hook 5 of column top is connected with the bending plate connection member 7 of four side centre bottoms of upper layer square tube column forms upper layer and lower layer
The connecting node of structure.7 lower end dog-ear of bending plate connection member is inside, and guiding role is played in hoisting process, and the type of falling V suspension hook 5 is inserted
Enter among four pieces of bending plate connection members 7, grafting after-pouring concrete or welding, inverted V type suspension hook 5 and bending plate connection member 7 can rise
To anchorage effect.
Box type house module includes the steel frame, floor and wallboard of house module.Box type house module
Steel frame as follows factory process complete: the welding of beam, the welding of column, Liang Yuzhu be weldingly connected and room
The steel frame surface sprayed fire proofing 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 completed in factory after completing box type house module steel frame.It is described
Wallboard can use traditional building method, building method and mature with the interconnection technique of frame, and in factory
It completes, while improving speed of application, the manufacturing cost of box type house module can be reduced, but the wallboard not only can be with
Using traditional building method, the wallboard of other forms can also be used.
All or part of interior decoration and exterior decoration can be additionally completed, realizes fitting-up integrated construction.
The more high-rise overall assembled steel house structural systems of the modularization, 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
Connection type connection.
Box type house modules A is divided into room I, corridor and room II；Room I includes four contour square tube columns 8, four
9, four rectangular cross-sectional square tube beam, that is, upper beams 10 of a equilateral section square tube beam, that is, underbeam and precast floor slab 11；Room II includes four
8, four, a contour square tube column rectangular cross-sectional square tube beam, that is, upper beam 10, precast floor slab of equilateral section square tube beam, that is, underbeam 9, four
11 and prefabricated panel；Two equilateral section square tube beam, that is, upper beams 10 and two rectangular cross-sectional square tube beams, that is, underbeam 9 connect room I
With room II.Whole components of box type house modules A complete in factory process, then by welding each structure
Part is assembled into the box type house modules A.Equilateral section square tube beam is upper beam 10, and rectangular cross-sectional square tube beam is underbeam 9,
Square tube column and beam pass through welding and are assembled into cubic type steel frame, and each side's tubing string is contour concordant, and upper beam back is concordant with capital, under
Beam beam bottom is concordant with column bottom；Precast floor slab 11 is equipped with post holes in the corresponding site of pillar will be pre- after the completion of pillar is connect with beam
In the plane that floor processed is placed in column bottom and underbeam is formed.
The box type house module B points are room I, corridor and room II；Room I includes four contour square tube columns 8, four
A 9, four rectangular cross-sectional square tube beam, that is, upper beams 10 of equilateral section square tube beam, that is, underbeam and two precast floor slabs 11；Room II packet
Include four equilateral section square tube beams of 8, four, contour square tube column i.e. 9, four rectangular cross-sectional square tube beams of underbeam i.e. upper beam 10, prefabricated
Floor 11 and prefabricated panel；Two equilateral section square tube beam, that is, underbeams 9 and two rectangular cross-sectional square tube beams, that is, upper beam 10 connect
Room I and room II.Whole components of the box type house module B complete in factory process, then will by welding
Each component assembly is at the box type house module B.Rectangular cross-sectional square tube beam 10 is upper beam, equilateral section square tube beam 9
For underbeam, square tube column and beam pass through welding and are assembled into cubic type steel frame, and each side's tubing string is contour concordant, upper beam back and capital
It is separated by a certain distance, underbeam beam bottom is concordant with column bottom；The reinforced concrete floor 11 is equipped with column in the corresponding site of pillar
Prefabricated concrete floor is placed in the plane at column bottom and underbeam formation and upper beam is formed by hole after the completion of pillar is connect with beam
Plane on.
The box type house module C points are room I, corridor and room II；Room I includes four contour square tube columns 8, eight
A 9, four rectangular cross-sectional square tube beams 10 of equilateral section square tube beam and two precast floor slabs 11；Room II includes four contour sides
9, four rectangular cross-sectional square tube beams 10 of tubing string 8, eight equilateral section square tube beams, precast floor slab 11 and prefabricated panel；Four etc.
Side section square tube beam 9 and two rectangular cross-sectional square tube beams 10 connect room I and room II.The box type house module C's
Whole components complete in factory process, then by welding each component assembly into the box type house module C.
Rectangular cross-sectional square tube beam 10 is upper beam, and equilateral section square tube beam 9 is respectively top beam and underbeam, and square tube column and beam are spelled by welding
Cubic type steel frame is dressed up, each side's tubing string is contour concordant, and top beam back is concordant with capital, and upper beam back and capital are at a distance of certain
Distance, underbeam beam bottom are concordant with column bottom；The reinforced concrete floor 11 is equipped with post holes in the corresponding site of pillar, to pillar
After the completion of being connect with beam, prefabricated concrete floor is placed in the plane that underbeam and upper beam are formed.
Beam and column in the more high-rise overall assembled steel house structural systems of the modularization can not only use
Square tube beam and square column can also use the beam and column of other forms.
The invention has the advantages that in the more high-rise 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 grafting by suspension hook and bent plate at the construction field (site), then existed
Casting concrete or welding, can be completed structure building in column；Suspension hook and bent plate can not only play grafting and be guided into position
Effect, can also be anchored with concrete, reinforce the connection of node.Dual beam configuration is formed between integral house module, is added
Strong house integral structure performance.Each module is easy to split and transport, and can accomplish to recycle.The present invention by modularization,
Batch production, standardization and assembling combine, and realize the factorial production, live quick assembling, before guaranteeing construction quality
It puts, improves speed of application, reduce the construction period, reduce project cost.
Detailed description of the invention
Fig. 1 is monolithic architecture model perspective view of the invention.
Fig. 2 is monolithic architecture model perspective view of the invention
Fig. 3 is each decomposition module figure of monolithic architecture of the invention.
Fig. 4 is basic module A of the invention.
Fig. 5 is basic module B of the invention.
Fig. 6 is monoblock type load module A of the invention.
Fig. 7 is monoblock type load module A of the invention.
Fig. 8 is monoblock type load module B of the invention.
Fig. 9 is monoblock type load module B of the invention.
Figure 10 is monoblock type load module C of the invention.
Figure 11 is monoblock type load module C of the invention.
Figure 12 is modular connecting node of the invention.
In figure: 1-plain concrete cushion layer, 2-sole plates, 3-reinforced columns, the single short column in 4-bases, 5-fall
V-type suspension hook, the double short columns in 6-bases, 7-bent plates, 8-square tube columns, 9-equilateral section square tube beams, 10-rectangular cross-sectional square tubes
Beam, 11-precast floor slabs.
Specific embodiment
As shown in Figure 1, 2, pass through casting concrete or welding in grafting and column between integral house module of the invention
It is attached, the building operation of steel house structural system can be completed.In construction hoisting, capital suspension hook can make crane flat
Steady lifting, suspension hook and bent plate can play the role of grafting and be guided into position, reduce the difficulty of assembly docking, largely mention
High construction quality and speed of application.
In the more high-rise overall assembled steel house architectures of modularization proposed by the present invention, the assembling type base
Using independent foundation under column, type of foundation certainly of the invention is without being limited thereto.Base form has basic A and basis B.Institute
The basis stated in the prefabricated completion of pre-fabricated factory, can directly carry out basic embedding and with superstructure dress after being transported to scene
It is installed with formula.
As shown in figure 3, the basic module A is by plain concrete cushion layer 1, sole plate 2, steel mesh, reinforced column
3, the single short column 4 in basis and inverted V type suspension hook 5 are constituted；The steel mesh of basic module A, the single short column 4 in basis and 5 component of inverted V type suspension hook are equal
It completes in factory process, then the type of falling V suspension hook 5 is installed on basic single short column 4 by welding；Construction site carries out
The production and fixation of the single short column 4 of plain concrete cushion layer 1 and reinforced column 3 and basis；First carry out plain concrete cushion layer 1
Construction carries out pouring for sole plate 2 and reinforced column 3 after its initial set, and steel mesh is parallel to plain concrete cushion layer 1,
And arrange that vertical reinforcement, basis list short column 4 are placed vertically in reinforced column 3 on steel mesh top according to the requirement of design size
Center, adjacent plane are overlapped；It is horizontally disposed according to required distance on the vertical reinforcement around basic single short column 4 later
Stirrup；It is finally poured, immobilizing foundation list short column 4.
As shown in figure 4, the basic module B is also by plain concrete cushion layer 1, sole plate 2, steel mesh, armored concrete
Column 3, the double short columns 6 in basis and inverted V type suspension hook 5 are constituted；Steel mesh, basis 5 component of double short columns 6 and inverted V type suspension hook of basic module B
Completing in factory process, the double short columns 6 in basis are to weld together two adjacent sides of the single short column 4 in two bases,
Facilitate and realizes large-scale assembly project；Then inverted V type suspension hook 5 is installed on basic double short columns 6 by welding；It applies
Work scene carries out the production and fixation of the double short columns 6 of plain concrete cushion layer 1 and reinforced column 3 and basis；First carry out plain coagulation
The construction of soil padding 1 carries out pouring for sole plate 2 and reinforced column 3, it is mixed that steel mesh is parallel to element after its initial set
Solidifying soil padding 1, and arrange that vertical reinforcement, the double short columns 6 in basis are placed vertically in steel on the top of steel mesh according to the requirement of design size
The center of reinforced concrete column 3, adjacent plane are overlapped；Later on the vertical reinforcement around basic double short columns 6 according to away from
From requiring horizontally disposed stirrup；It is finally poured, the double short columns 6 of immobilizing foundation.
As shown in fig. 7, box type house modules A is divided into room I, corridor and room II；Room I includes four contour
8, four, square tube column equilateral section square tube beam, that is, underbeams, 9, four rectangular cross-sectional square tube beam, that is, upper beams 10 and precast floor slab 11；Room
Between II include 9, four rectangular cross-sectional square tube beam, that is, upper beams of the equilateral section square tube beam, that is, underbeam of four 8, four, contour square tube columns
10, precast floor slab 11 and prefabricated panel；Under two equilateral section square tube beam, that is, upper beams 10 and two rectangular cross-sectional square tube beams are
Beam 9 connects room I and room II；Whole components of box type house modules A complete in factory process, then pass through
Welding is by each component assembly at the box type house modules A；Equilateral section square tube beam is upper beam 10, rectangular cross-sectional side
Guan Liang is underbeam 9, and square tube column and beam pass through welding and be assembled into cubic type steel frame, and each side's tubing string is contour concordant, upper beam back
Concordant with capital, underbeam beam bottom is concordant with column bottom；Precast floor slab 11 is equipped with post holes in the corresponding site of pillar, to pillar and Liang Lian
After the completion of connecing, precast floor slab is placed in the plane of column bottom and underbeam formation.
As shown in figure 9, the box type house module B points are room I, corridor and room II；Room I includes four contour
8, four, square tube column equilateral section square tube beam, that is, underbeams, 9, four rectangular cross-sectional square tube beam, that is, upper beams 10 and two precast floor slabs
11；Room II includes that equilateral 9, the four rectangular cross-sectional square tube beams of section square tube beam, that is, underbeam of four 8, four, contour square tube columns are
Upper beam 10, precast floor slab 11 and prefabricated panel；Two equilateral section square tube beam, that is, underbeams 9 and two rectangular cross-sectional square tube beams are
Upper beam 10 connects room I and room II；Whole components of the box type house module B complete in factory process, then
By welding each component assembly into the box type house module B；Rectangular cross-sectional square tube beam be upper beam 10, equilateral section
Face square tube beam is underbeam 9, and square tube column and beam pass through welding and be assembled into cubic type steel frame, and each side's tubing string is contour concordant, upper beam
Back is separated by a certain distance with capital, and underbeam beam bottom is concordant with column bottom；The reinforced concrete floor 11 is in the corresponding of pillar
Position is equipped with post holes, after the completion of pillar is connect with beam, by the plane that prefabricated concrete floor is placed in column bottom and underbeam is formed
And in the plane of upper beam formation.
As shown in figure 11, the box type house module C points are room I, corridor and room II；Room I includes four etc.
The equilateral section square tube beam of 8, eight, high square tube column, four rectangular cross-sectional square tube beams and two precast floor slabs 11；Room II includes
The equilateral section square tube beam of four 8, eight, contour square tube columns, four rectangular cross-sectional square tube beams, precast floor slab 11 and prefabricated panel；
Four equilateral section square tube beams and two rectangular cross-sectional square tube beams connect room I and room II；The box type house module C
Whole components complete in factory process, then by welding by each component assembly at the box type house module
C；Rectangular cross-sectional square tube beam is upper beam, and equilateral section square tube beam is respectively top beam and underbeam, and square tube column and beam are spelled by welding
Cubic type steel frame is dressed up, each side's tubing string is contour concordant, and top beam back is concordant with capital, and upper beam back and capital are at a distance of certain
Distance, underbeam beam bottom are concordant with column bottom；The reinforced concrete floor 11 is equipped with post holes in the corresponding site of pillar, to pillar
After the completion of being connect with beam, prefabricated concrete floor is placed in the plane that underbeam and upper beam are formed.
As shown in figure 12, include in the node connection in the more high-rise overall assembled steel house structural systems of modularization
Square tube column 8, inverted V type suspension hook 5, bent plate 7, upper beam 10 and underbeam 9, square tube column 8 include double-layer structure, respectively upper layer square tube column and
Lower layer's square tube column, upper layer square tube column are mutually perpendicular to weld with upper beam 10, and lower layer's square tube column and underbeam 9 are mutually perpendicular to weld；Upper beam
10 beam bottom is concordant with the bottom of upper layer square tube column, and 9 back of underbeam is concordant with the top of lower layer's square tube column, the welding of lower layer's square tube column top
Two 5 diagonal cross of inverted V type suspension hook, four side centre bottoms of upper layer square tube column are respectively welded with a bent plate 7, lower layer's square tube column
The inverted V type suspension hook 5 at top is connected with the bent plate 7 of four side centre bottoms of upper layer square tube column forms the company of upper layer and lower layer structure
Connect node.7 lower end dog-ear of bent plate is inside, and guiding role is played in hoisting process, and inverted V type suspension hook 5 is inserted into four pieces of bent plates 7
Between, grafting after-pouring concrete or welding, inverted V type suspension hook 5 and bent plate 7 can play anchorage effect.
Claims (7)
1. a kind of more high-rise overall assembled steel house structural systems of modularization, it is characterised in that: the system includes basis
Module, box type house module, inverted V type suspension hook (5) and bending plate connection member, inverted V type suspension hook (5) and bending plate connection member are arranged each
Between a box type house module；Box type house module is manufactured in factory process, at the construction field (site) passes through each module
Inverted V type suspension hook (5) and bending plate connection member carry out grafting, then casting concrete or welding in column, i.e. completion structural system
Construction；Inverted V type suspension hook (5) and bending plate connection member not only act as grafting and guide the effect that house module enters position, and also and coagulation
Soil is anchored, and the connection of node is reinforced；Dual beam configuration is formed between integral house module, reinforces house integral structure performance；
The installation that house module completes external and internal wall, floor, door and window in factory, completes all or part of interior decoration and exterior decoration；
It is linked and packed at the construction field (site) by node as overall structure；
The all independent foundation under column of the basic module, there are two types of form, respectively basic module A and basic module B, bases
Plinth modules A is single-column form, and basic module B is twin columns form；Connector packet between each whole box type house module
Include inverted V type suspension hook (5) and bending plate connection member (7)；
The basic module A is single by plain concrete cushion layer (1), sole plate (2), steel mesh, reinforced column (3), basis
Short column (4) and inverted V type suspension hook (5) are constituted；The steel mesh of basic module A, single short column (4) and inverted V type suspension hook (5) component in basis are equal
It completes in factory process, then inverted V type suspension hook (5) is installed on basic single short column (4) by welding；Construction site into
The production and fixation of the single short column (4) of row plain concrete cushion layer (1) and reinforced column (3) and basis；First carry out plain concrete
The construction of bed course (1) carries out pouring for sole plate (2) and reinforced column (3), steel mesh is parallel to after its initial set
Plain concrete cushion layer (1), and arrange that vertical reinforcement, basis list short column (4) are perpendicular on steel mesh top according to the requirement of design size
It is put in the center of reinforced column (3), adjacent plane is overlapped；Vertical steel around basic single short column (4) later
According to the horizontally disposed stirrup of required distance on muscle；It is finally poured, immobilizing foundation list short column (4)；
The basic module B is also by plain concrete cushion layer (1), sole plate (2), steel mesh, reinforced column (3), basis
Double short columns (6) and inverted V type suspension hook (5) are constituted；The steel mesh of basic module B, the double short columns (6) in basis and inverted V type suspension hook (5) component
It completes in factory process, the double short columns (6) in basis are that two adjacent sides of the single short column (4) in two bases are welded on one
It rises, facilitates and realize large-scale assembly project；Then inverted V type suspension hook (5) is installed on basic double short columns by welding
(6) on；Construction site carry out the production of the double short columns (6) of plain concrete cushion layer (1) and reinforced column (3) and basis with admittedly
It is fixed；The construction for first carrying out plain concrete cushion layer (1) carries out sole plate (2) and reinforced column (3) after its initial set
It pours, steel mesh is parallel to plain concrete cushion layer (1), and arranges vertical steel on the top of steel mesh according to the requirement of design size
Muscle, the double short columns (6) in basis are placed vertically in the center of reinforced column (3), and adjacent plane is overlapped；Later in basic double short columns
(6) according to the horizontally disposed stirrup of required distance on the vertical reinforcement around；It is finally poured, the double short columns (6) of immobilizing foundation；
It include square tube column (8), inverted V type suspension hook (5), bending plate connection member (7), upper beam (10) and underbeam (9), square tube in node connection
Column (8) includes double-layer structure, and respectively upper layer square tube column and lower layer's square tube column, upper layer square tube column are mutually perpendicular to weld with upper beam (10)
It connects, lower layer's square tube column and underbeam (9) are mutually perpendicular to weld；The beam bottom of upper beam (10) is concordant with the bottom of upper layer square tube column, underbeam (9)
Back is concordant with the top of lower layer's square tube column, two inverted V type suspension hook (5) diagonal cross of lower layer's square tube column top welding, upper layer side
Four side centre bottoms of tubing string are respectively welded with a bending plate connection member (7), the inverted V type suspension hook (5) of lower layer's square tube column top with it is upper
The bending plate connection member (7) of four side centre bottoms of layer square tube column, which is connected, forms the connecting node of upper layer and lower layer structure；Bent plate connects
Fitting (7) lower end dog-ear is inside, and guiding role is played in hoisting process, and inverted V type suspension hook (5) is inserted into four pieces of bending plate connection members
(7) intermediate, grafting after-pouring concrete or welding, inverted V type suspension hook (5) and bending plate connection member (7) play anchorage effect；
Box type house module includes the steel frame, floor and wallboard of house module；The steel of box type house module
Frame as follows factory process complete: the welding of beam, the welding of column, Liang Yuzhu be weldingly connected and house mould
The steel frame surface sprayed fire proofing 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 to be completed in factory after completing box type house module steel frame.
2. a kind of more high-rise overall assembled steel house structural systems of modularization according to claim 1, feature
It is: completes all or part of interior decoration and exterior decoration, realizes fitting-up integrated construction.
3. a kind of more high-rise overall assembled steel house structural systems of modularization according to claim 1, feature
Be: the more high-rise overall assembled steel house structural systems of the modularization, 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 pass through node between module and connect
The mode of connecing connects.
4. a kind of more high-rise overall assembled steel house structural systems of modularization according to claim 1, feature
Be: box type house modules A is divided into room I, corridor and room II；Room I includes four contour square tube columns (8), four
A equilateral section square tube beam, that is, underbeam (9), four rectangular cross-sectional square tube beam, that is, upper beams (10) and precast floor slab (11)；Room II
Including four contour square tube columns (8), four equilateral section square tube beam, that is, underbeams (9), four rectangular cross-sectional square tube beam, that is, upper beams
(10), precast floor slab (11) and prefabricated panel；Two equilateral section square tube beam, that is, upper beams (10) and two rectangular cross-sectional square tubes
Beam, that is, underbeam (9) connects room I and room II；Whole components of box type house modules A complete in factory process,
Then by welding each component assembly into the box type house modules A；Equilateral section square tube beam is upper beam (10), long
Square-section square tube beam is underbeam (9), and square tube column and beam pass through welding and be assembled into cubic type steel frame, and each side's tubing string is contour flat
Together, upper beam back is concordant with capital, and underbeam beam bottom is concordant with column bottom；Precast floor slab (11) is equipped with column in the corresponding site of pillar
Precast floor slab is placed in the plane of column bottom and underbeam formation by hole after the completion of pillar is connect with beam.
5. a kind of more high-rise overall assembled steel house structural systems of modularization according to claim 1, feature
Be: the box type house module B points are room I, corridor and room II；Room I includes four contour square tube columns (8), four
A equilateral section square tube beam, that is, underbeam (9), four rectangular cross-sectional square tube beam, that is, upper beams (10) and two precast floor slabs (11)；Room
Between II include that four contour square tube columns (8), four equilateral section square tube beam, that is, underbeams (9), four rectangular cross-sectional square tube beams are
Upper beam (10), precast floor slab (11) and prefabricated panel；Two equilateral section square tube beam, that is, underbeams (9) and two rectangular cross-sectional sides
Pipe beam, that is, upper beam (10) connects room I and room II；Whole components of the box type house module B have made in factory process
At then by welding each component assembly into the box type house module B；Rectangular cross-sectional square tube beam is upper beam
(10), equilateral section square tube beam is underbeam (9), and square tube column and beam pass through welding and be assembled into cubic type steel frame, each side's tubing string
Contour concordant, upper beam back is separated by a certain distance with capital, and underbeam beam bottom is concordant with column bottom；The reinforced concrete floor
(11) post holes being equipped in the corresponding site of pillar, prefabricated concrete floor is placed in column bottom after the completion of pillar is connect with beam
In the plane that the plane and upper beam formed with underbeam is formed.
6. a kind of more high-rise overall assembled steel house structural systems of modularization according to claim 1, feature
Be: the box type house module C points are room I, corridor and room II；Room I includes four contour square tube columns (8), eight
A equilateral section square tube beam, four rectangular cross-sectional square tube beams and two precast floor slabs (11)；Room II includes four contour sides
Tubing string (8), eight equilateral section square tube beams, four rectangular cross-sectional square tube beams, precast floor slab (11) and prefabricated panel；Four etc.
Side section square tube beam and two rectangular cross-sectional square tube beams connect room I and room II；The whole of the box type house module C
Component completes in factory process, then by welding each component assembly into the box type house module C；It is rectangular
Tee section square tube beam is upper beam, and equilateral section square tube beam is respectively top beam and underbeam, and square tube column and beam are set up by the way that welding is assembled
Cube structural steel frame, each side's tubing string is contour concordant, and top beam back is concordant with capital, and upper beam back is separated by a certain distance with capital,
Underbeam beam bottom is concordant with column bottom；The reinforced concrete floor (11) pillar corresponding site be equipped with post holes, to pillar with
After the completion of beam connection, prefabricated concrete floor is placed in the plane that underbeam and upper beam are formed.
7. a kind of more high-rise overall assembled steel house structural systems of modularization according to claim 1, feature
Be: the beam and column in the more high-rise overall assembled steel house structural systems of modularization is using square tube beam and square column.
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| CN113700306A (en) * | 2021-08-27 | 2021-11-26 | 北京天邦巨成科技有限公司 | Hydraulic lifting method for steel structure building |
| CN114016616A (en) * | 2021-11-25 | 2022-02-08 | 华南理工大学 | Box type integral prefabricated building module connecting structure and building system |
| 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 |
| CN115045390B (en) * | 2022-05-11 | 2023-01-24 | 中国建筑技术集团有限公司 | Construction method of fully-assembled light steel and light concrete structural system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003227199A (en) * | 2002-02-04 | 2003-08-15 | Sekisui Chem Co Ltd | Floor structure, building unit, and structure for supporting floor |
| CN103993654A (en) * | 2014-04-09 | 2014-08-20 | 北京工业大学 | Modularized assembly type steel structure house building system |
| CN105113629A (en) * | 2015-09-15 | 2015-12-02 | 河北省建筑科学研究院 | Low-rise concrete special-shaped column prefabricated type structure |
| CN105421818A (en) * | 2015-12-08 | 2016-03-23 | 徐州中煤百甲重钢科技股份有限公司 | Embedded steel structure assembling residence |
| CN105863067A (en) * | 2016-03-29 | 2016-08-17 | 北京工业大学 | Modular low-layer assembling type house system of special-shaped column steel structure |
-
2017
- 2017-01-17 CN CN201710035884.8A patent/CN106592755B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003227199A (en) * | 2002-02-04 | 2003-08-15 | Sekisui Chem Co Ltd | Floor structure, building unit, and structure for supporting floor |
| CN103993654A (en) * | 2014-04-09 | 2014-08-20 | 北京工业大学 | Modularized assembly type steel structure house building system |
| CN105113629A (en) * | 2015-09-15 | 2015-12-02 | 河北省建筑科学研究院 | Low-rise concrete special-shaped column prefabricated type structure |
| CN105421818A (en) * | 2015-12-08 | 2016-03-23 | 徐州中煤百甲重钢科技股份有限公司 | Embedded steel structure assembling residence |
| CN105863067A (en) * | 2016-03-29 | 2016-08-17 | 北京工业大学 | Modular low-layer assembling type house system of special-shaped column steel structure |
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