CN103993654B - Modular assembly formula structure of steel structure building system - Google Patents
Modular assembly formula structure of steel structure building system Download PDFInfo
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- CN103993654B CN103993654B CN201410141547.3A CN201410141547A CN103993654B CN 103993654 B CN103993654 B CN 103993654B CN 201410141547 A CN201410141547 A CN 201410141547A CN 103993654 B CN103993654 B CN 103993654B
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Abstract
A kind of modular assembly formula structure of steel structure building system, relate to technical field of structural engineering, its object is to carry out construction and the finishing of unified specification at factory's batch, it is easy to each of all assembling type steel structure inner room modules produced construction procedure can be carried out by same construction team, construction building construction degree of specialization is so made to be greatly improved, efficiency of construction and construction quality are greatly improved, and are greatly reduced with the probability of happening of seasonal sudden engineering accident or mistake；Described assembled inner room module except assembling type steel structure inner room module interconnected and fixing in addition to whole construction all complete in factory process；Described modular assembly formula structure of steel structure building system, comprises assembled inner room module and connection member；Described assembled inner room module includes beam, post, floor and the structure added wherein by project demand and equipment；At the construction field (site), can be attached by connector and fix between inner room unit.
Description
Technical field
The present invention relates to a kind of modular assembly formula structure of steel structure building system, belong to structure work
Journey technical field.
Background technology
Nearly 2,000,000,000 square metres of China's annual town and country newly constructed house construction area, and grow with each passing day.
At present, traditional construction is inefficient, construction periphery is caused serious sound pollution,
A series of environmental pollution such as light pollution, has a strong impact on construction surrounding enviroment and resident living.Construction
During step various, low degree of specialized division of labor, cause staff in work progress easily because of
The numerous and diverse various change of job category and the mistake that occurs usually can slow down and even block construction progress
Speed and then affect speed of application and construction quality.These problems make the assembling of intense industrialization
Formula Architectural innovation is imperative.
Modular assembly formula structure of steel structure building system is the assembled of a kind of intense industrialization
Building, because it carries out construction and the finishing of unified specification at factory's batch, it is simple to allows being produced
Each of all assembling type steel structure inner room modules construction procedure can be by same construction team
5 are carried out, and so make construction building construction degree of specialization be greatly improved, efficiency of construction and executing
Working medium amount is greatly improved, and significantly drops with the probability of happening of seasonal sudden engineering accident or mistake
Low；Because the manufacture of assembling type steel structure inner room module can complete except fixing water heating pipeline in factory
And the whole constructions outside the interconnected parts of assembling type steel structure inner room module, and factory is all
The usual house in limit is less, significantly reduces the construction impact on resident living environment, and in building
Water power heating coil line between regional installation and the module that only need to carry out intermodule connecting member of construction
It is connected with each other and just can complete to build, farthest decrease the construction in construction area
Time and the environmental pollution caused thereof；On-the-spot quick assembling, on the premise of ensureing construction quality,
Improve site operation speed, decrease site operation duration and total construction period, reduce
The probability that system engineering cost and engineering accident or mistake occur.
Summary of the invention
The present invention proposes a kind of modular assembly formula structure of steel structure building system.Its purpose exists
In carrying out construction and the finishing of unified specification at factory's batch, it is simple to allow all assemblings produced
Each of formula steel construction inner room module construction procedure can be carried out by same construction team, this
Sample makes construction building construction degree of specialization be greatly improved, and efficiency of construction and construction quality are significantly
Improve, be greatly reduced with the probability of happening of seasonal sudden engineering accident or mistake；Because of assembled
The manufacture of steel construction inner room module can complete except fixing water heating pipeline and assembled steel in factory
Whole constructions outside the interconnected parts of structure inner room module, are greatly decreased building of scaffold
Engineering, and the usual house of factory's periphery is less, significantly reduces construction to resident living environment
Impact, and only need to carry out in construction area the installation of intermodule connecting member and module it
Between water power heating coil line be connected with each other just can complete build, farthest decrease building
The engineering time in construction area and the environmental pollution that causes thereof；On-the-spot quick assembling, executes in guarantee
On the premise of working medium amount, improve site operation speed, decrease site operation duration and total
Construction period, reduce system engineering cost and engineering accident or the probability of mistake generation；In work
The execution conditions of factory are relative to conventional job site, and environment is more single, and accident is less,
The construction quality of the link of construction link such as weld seam and bolt installation etc. is higher.
For achieving the above object, the technical solution used in the present invention is modular assembly formula steel construction
Building construction system, described modular assembly formula structure of steel structure building system, including assembled
Inner room module and connection member,
Described assembled inner room module completes shop is prefabricated；Described assembled inner room module
Including beam, post, floor and the structure added wherein by project demand and equipment；In construction
Scene, can be attached by connector between inner room unit；
Described connection member includes: high-strength bolt, at module connection hole and exterior wall junction peace
Dress fill up parts and decorative element or install the cast-in-place of operation hole fill up parts, intermodule
Play the water supply and sewerage pipeline of interconnection function and water supply and sewerage pipeline connection member, intermodule plays interconnection function
Hot duct and hot duct connection member, intermodule play the electric wire of interconnection function and electric wire even
Relay part and assembled transporting equipment or stair；
Described assembled inner room module removes fixing water heating pipeline and assembling type steel structure inner room module
As needed following steps all to complete in factory process: being welded of beam and column, the weldering of steel structure girder and post
Connect connected, the steel diagonal brace that is welded, the welding of module slabs reinforcing bar, body structure surface spray slim steel
Structure fire coating, the pouring of module slabs, the interpolation of steel construction protection layer, water power heating coil line
The interpolation of auxiliary part, indoor water electric heating pipeline are fixed in the interpolation of installing space, water power heating coil line
Installation, patch block, brush inner-outer wall finish paint, kitchen guarding's furred ceiling and furred ceiling reserve module connect special hole
Module connection hole, paving are reserved in hole, kitchen cabinet installation, erection of doors and windows, floor installation and floor
The installation of wallpaper, radiator, combined socket and switch installation, lamp installation, the installation of five metals sanitary equipment, window
Curtain rod is installed, is opened up virgin soil and keep a public place clean.
Described assembled inner room modules in horizontal closure number is divided into four kinds: unidirectional assembled
Inner room module, two-way assembled inner room module, three-dimensional assembled inner room module and four-way assembled
Inner room module；
Described each unidirectional assembled inner room module includes two H profile steel quoin post I, two C
Shaped steel unidirectional punching post II, 3, ground of 2, interior wall of 1, three exterior walls of a furred ceiling
4, three module top H profile steel beams of plate, 6, three modules of 5, module upper slot girder steel
7, module lower channel girder steel 8 of bottom H profile steel beam；Specifically, beam-ends welds with styletable
Connecing connected, the reinforcing bar of ceiling board 1 and floor plate 4 is first welded on beam, then casting concrete
Floor plate；All parts of described assembled inner room module are the most prefabricated and assemble.
Described each two-way assembled inner room module includes a H profile steel quoin post I, two C
Shaped steel unidirectional punching post II, the orthogonal two-way punching post III of C-type steel, a furred ceiling 1, two
2, two interior walls of individual exterior wall, 4, two module top H profile steel beams 5 of 3, floor plate,
Two module upper slot girder steels, 7, two module lower channel of 6, two module bottom H profile steel beams
Girder steel 8；Specifically, beam-ends is weldingly connected with styletable, ceiling board 1 and the steel of floor plate 4
Muscle is first welded on beam, then casting concrete floor plate；The institute of described assembled inner room module
There is part the most prefabricated and assemble.
Described each three-dimensional assembled inner room module include two C-type steel unidirectional punching post II, two
The orthogonal two-way punching post III of individual C-type steel, a furred ceiling 2, three interior walls 3 of 1, exterior wall,
One floor plate, 5, three module upper slot girder steels 6 of 4, module top H profile steel beam,
7, three module lower channel girder steels 8 of one module bottom H profile steel beam；Specifically, beam-ends
Being weldingly connected with styletable, the reinforcing bar of ceiling board 1 and floor plate 4 is first welded on beam, then waters
Build concrete ground panel；All parts of described assembled inner room module the most prefabricated and
Assemble.
Described each four-way assembled inner room module includes four orthogonal two-way punching posts of C-type steel
III, 1, four interior walls of a furred ceiling, 4, four module upper slot girder steels 6 of 3, floor plate,
Four module lower channel girder steels 8；Specifically, beam-ends is weldingly connected with styletable, ceiling board 1
First it is welded on beam with the reinforcing bar of floor plate 4, then casting concrete floor plate；Described assembling
All parts of formula inner room module are the most prefabricated and assemble.
Bolt hole is all had on H profile steel beam 7 lower flange, bottom of described assembled inner room module,
So as another assembled inner room module with following a layer when carrying out module splicing at the construction field (site)
H profile steel flange of beam carry out high-strength bolt connection；Assembled inner room module bottom C-type steel beam 8
Bolt hole is had, in order to carry out when module is spliced at the construction field (site) and another assembled on lower flange
The C-type steel beam top flange, top of inner room module carries out high-strength bolt connection；Assembled inner room mould
Bolt hole is all had, in order to carry out at the construction field (site) on H profile steel beam 5 top flange, top of block
During module splicing, the H profile steel flange of beam with another assembled inner room module of above a layer is carried out
High-strength bolt connects；Assembled inner room module top has bolt on C-type steel beam 6 top flange
Hole, in order to join the bottom C of formula inner room module with another when carrying out module splicing at the construction field (site)
Shaped-steel-beam upper wing-edge carries out high-strength bolt connection.
Bolt hole is had, in order at the construction field (site) on the described C-type steel web joining formula inner room module
Carry out carrying out high-strength bolt with another C-type steel web joining formula inner room module during module splicing
Connect；Join and have bolt hole on the C-type steel lower flange of girder edge of formula inner room module bottom, in order to executing
The C-type steel beam top flange, top of formula inner room module is joined with another when work scene carries out module splicing
Carry out high-strength bolt connection；Join and have bolt on C-type steel beam top flange, formula inner room module top
Hole, in order to join the bottom C of formula inner room module with another when carrying out module splicing at the construction field (site)
Shaped-steel-beam upper wing-edge carries out high-strength bolt connection.
The connecting method that described single-beam is spliced into twin beams by bolt has good rigidity with steady
Qualitative, and at the web of beam, punching is easy to pipeline and is passed, and is effectively increased the clean of room
High.
Described joining formula inner room module, post therein has three kinds of forms, respectively H profile steel exterior angle
The orthogonal two-way punching post III of post I, C-type steel unidirectional punching post II, C-type steel；H profile steel exterior angle
Post I includes: end node structure under H profile steel I-2, quoin post upper end node component group I-1, quoin post
Part group I-3, is weldingly connected between main body shaped steel and its node component of quoin post；C-type steel list
Include to punching post II: C-type steel II-2, unidirectional punching post upper end node component group II-1, unidirectional
Punching post lower end node component group II-3, C-type steel II-2 of unidirectional punching post and its node component
Bolt hole is had on the outer side wing edge of wherein C-type steel III-2 of being weldingly connected between group, in order to
The outside of C-type steel II-2 of formula inner room module is joined with another when job site carries out module splicing
The edge of a wing carries out high-strength bolt connection；The orthogonal two-way punching post III of C-type steel includes: C-type steel
End segment under III-2, orthogonal two-way punching post upper end node component group III-1, orthogonal two-way punching post
Point component group III3, welds between C-type steel III-2 and its node component group of orthogonal two-way punching post
Connect connected, wherein all have bolt hole on C-type steel III-2 web and outer side wing edge, in order to
Job site carries out carrying out height with another C-type steel III-2 joining formula inner room module during module splicing
Strength bolt connects；The post of described three kinds of forms all completes in factory.
Upper end node component group I-1 of described H profile steel quoin post I and lower end node component group I-3,
I-1 includes two small size connecting plate I-1-b, 1 large scale connecting plate with holes I-1-a, I-3 bag
Include two small size connecting plate I-3-b, 1 large scale connecting plate with holes I-3-a；In Fig. 7 respectively
All it is weldingly connected between component and the I-2 of node component group；
Upper end node component group II-1 of described C-type steel unidirectional punching post II and lower end node structure
Part group II-3, II-1 includes small size connecting plate with holes II-1-a, a small size connecting plate
II-1-b, II-3 include small size connecting plate with holes II-3-a, a small size connecting plate
II-3-b；Fig. 8 is weldingly connected between component and the II-2 of each node component group.
Upper end node component group III-1 of the orthogonal two-way punching post III of described C-type steel and lower end segment
Point component group III-3, III-1 includes 1 small size connecting plate with holes III-1-a, 1 small size
Connecting plate III-1-b, III-3 include 1 small size connecting plate with holes III-3-a, 1 small size
Connecting plate III-3-b；Fig. 8 is to weld phase between component and the III-2 of each node component group
Even；
Body of wall in described assembled inner room module is shear wall, be wherein pipeline reserving hole and
Space.
Described floor uses beam and slab floor, in the installation operation that edge is mounting and connection parts
Space requirement reserving hole, when this ensure that carrying out module at the construction field (site) splices, level side
To the splicing of splicing and vertical direction can be alternately；
Described reserving hole, including structure fixing hole and installation hole, working place.
Arrange in described floorboard installs between the reinforcing bar that behaviour's functional hole is arranged on floorboard
At space, and punch position is set every certain constant spacing.From amechanical angle analysis, these
The bearing capacity of plate is affected less by the defect of position, arranges rationally.
Compared with prior art, there is advantages that
In factory, batch carries out construction and the finishing of unified specification, it is simple to allow all dresses produced
Join each of formula steel construction inner room module construction procedure to be carried out by same construction team,
So making construction building construction degree of specialization be greatly improved, efficiency of construction and construction quality are big
Width improves, and is greatly reduced with the probability of happening of the raw engineering accident of burst in season or mistake；Because of assembling
The manufacture of formula steel construction inner room module can complete except fixing water heating pipeline and assembled in factory
Whole constructions outside the interconnected parts of steel construction inner room module, are greatly decreased taking of scaffold
Build engineering, and the usual house of factory's periphery is less, significantly reduce construction to resident living ring
The impact in border, and installation and the module of intermodule connecting member only need to be carried out in construction area
Between water power heating coil line be connected with each other just can complete build, farthest decrease and building
The engineering time building construction area and the environmental pollution caused thereof；On-the-spot quick assembling, is ensureing
On the premise of construction quality, improve site operation speed, decrease the site operation duration with total
Construction period, reduce system engineering cost and engineering accident or mistake occur probability；?
The execution conditions of factory are relative to conventional job site, and environment is more single, and accident is less,
The construction quality of the link of construction link such as weld seam and bolt installation etc. is higher.
Accompanying drawing explanation
Fig. 1 is that assembled inner room module splices schematic diagram.
Fig. 2 is assembled inner room module diagram.
Fig. 3 is the H profile steel beam schematic diagram of assembled inner room module.
Fig. 4 is the C-type steel beam schematic diagram of assembled inner room module.
Fig. 5 is the assembled inner room module steel construction schematic diagram of the present invention.
Fig. 6 is three kinds of posts decomposing schematic representation with node type of attachment of assembled inner room module.
Fig. 7 is the node schematic diagram of the H profile steel quoin post I of assembled inner room module.
Fig. 8 is the node schematic diagram of the C-type steel unidirectional punching post II of assembled inner room module.
Fig. 9 is the node signal of the orthogonal two-way punching post III of C-type steel of assembled inner room module
Figure.
Figure 10 is that installation behaviour's functional hole of assembled inner room module arranges schematic diagram.
Figure 11 is installation behaviour's functional hole installation diagram of assembled inner room module.
In figure: 1, furred ceiling, 2, exterior wall, 3, interior wall, 4, floor plate, 5, module top
H profile steel beam, 6, module upper slot girder steel, 7, module bottom H profile steel beam, 8, under module
Portion's steel channel beam.
Detailed description of the invention
The present invention is described in detail below in conjunction with the accompanying drawings.
Described modular assembly formula structure of steel structure building system, comprise assembled inner room module and
Connection member, it is characterised in that: described assembled inner room module completes shop is prefabricated；
Described assembled inner room module includes beam, post, floor and adds wherein by project demand
Structure and equipment；At the construction field (site), can be attached by connector between inner room unit；
Described connection member includes: high-strength bolt, at module connection hole and exterior wall connect
Place install fill up parts and decorative element or install the cast-in-place of operation hole fill up parts, mould
Play the water supply and sewerage pipeline of interconnection function and water supply and sewerage pipeline connection member between block, intermodule plays connection
The hot duct of effect and hot duct connection member, intermodule play electric wire and the electricity of interconnection function
Line connection member and assembled transporting equipment or stair；
In this modular assembly formula structure of steel structure building system, as shown in accompanying drawing 1, Fig. 2,
Each assembled inner room module is except fixing water heating pipeline and assembling type steel structure inner room module such as
Following steps are needed all to complete in factory process: being welded of beam and column, steel structure girder welds with post
Be connected, the steel diagonal brace that is welded, the welding of module slabs reinforcing bar, body structure surface spray slim steel knot
Structure fireproof coating, the pouring of module slabs, the interpolation of steel construction protection layer, water power heating coil line peace
The dress interpolation in space, water power heating coil line fix the interpolation of auxiliary part, indoor water electric heating pipeline
Installation, patch block, brush inner-outer wall finish paint, kitchen guarding's furred ceiling and furred ceiling reserve module connect special hole,
Module connection hole, paving wall are reserved in kitchen cabinet installation, erection of doors and windows, floor installation and floor
The installation of paper, radiator, combined socket and switch installation, lamp installation, the installation of five metals sanitary equipment, curtain rod
Install；
In this modular assembly formula structure of steel structure building system, as shown in accompanying drawing 2, Fig. 5,
Each two-way assembled inner room module includes that a H profile steel quoin post I, two C-type steel are unidirectional
Punching post II, an orthogonal two-way punching post III of C-type steel, 1, two exterior walls 2 of a furred ceiling,
In 3, floor plate of two interior walls, 5, two modules of 4, two module top H profile steel beams
Portion's steel channel beam 7, two module lower channel girder steels 8 of 6, two module bottom H profile steel beams；Tool
For body, beam-ends is weldingly connected with styletable, and the reinforcing bar of ceiling board 1 and floor plate 4 is first welded to
Liang Shang, then pours into a mould concrete slab；All parts of described assembled inner room module are all in factory
In prefabricated and assemble.
As shown in accompanying drawing 3,4, on H profile steel beam 7 lower flange, bottom of assembled inner room module
All have bolt hole, in order to carry out another dress with following layer when module is spliced at the construction field (site)
The H profile steel flange of beam joining formula inner room module carries out high-strength bolt connection；Assembled inner room module
Bottom has bolt hole on C-type steel beam 8 lower flange, in order to carry out module spliced at the construction field (site)
When connecing, the C-type steel beam top flange, top with another assembled inner room module carries out high-strength bolt even
Connect；Bolt hole is all had on H profile steel beam 5 top flange, top of assembled inner room module, with
Another assembled inner room module with one layer above when carrying out module splicing the most at the construction field (site)
H profile steel flange of beam carries out high-strength bolt connection；Assembled inner room module top C-type steel beam 6
Bolt hole is had, in order to carry out at the construction field (site) joining formula set with another during module splicing on top flange
Between the bottom C-type steel lower flange of girder edge of module carry out high-strength bolt connection.
As shown in Figure 4, join and have bolt hole on the C-type steel web of formula inner room module,
To join the C-type steel soffit of girder of formula inner room module with another when carrying out module splicing at the construction field (site)
Plate carries out high-strength bolt connection；Join and have spiral shell on the C-type steel lower flange of girder edge of formula inner room module bottom
Keyhole, in order to join the top C of formula inner room module with another when carrying out module splicing at the construction field (site)
Section steel beam top flange carries out high-strength bolt connection；Join formula inner room module top C-type steel beam upper limb
Bolt hole is had, in order to carry out at the construction field (site) joining formula inner room mould with another during module splicing on edge
The bottom C-type steel lower flange of girder edge of block carries out high-strength bolt connection.
C-type steel beam as shown in Figure 4, single-beam is spliced into the connecting method of twin beams by bolt
There is good rigidity and stability, and punching is easy to pipeline and is passed at the web of beam, has
The clear height adding room of effect.
In this modular assembly formula structure of steel structure building system, as shown in Figure 6, therein
Post has three kinds of forms, respectively H profile steel quoin post I, C-type steel unidirectional punching post II, c-type
The orthogonal two-way punching post III of steel；H profile steel quoin post I includes: H profile steel I2, quoin post upper end
Node component group I1, quoin post lower end node component group I3, the main body shaped steel of quoin post saves with it
It is weldingly connected between some component；C-type steel unidirectional punching post II includes: C-type steel II2, unidirectional beat
Post upper end, hole node component group II1, unidirectional punching post lower end node component group II3, unidirectional punching post
C-type steel II2 and its node component group between be weldingly connected the ala lateralis of wherein C-type steel III2
Bolt hole is had, in order to carry out at the construction field (site) joining formula inner room mould with another during module splicing on edge
The outer side wing edge of C-type steel II2 of block carries out high-strength bolt connection；The orthogonal two-way punching of C-type steel
Post III includes: C-type steel III2, orthogonal two-way punching post upper end node component group III1, orthogonal
Two-way punching post lower end node component group III3, C-type steel III2 of orthogonal two-way punching post saves with it
It is weldingly connected between some component group, wherein all has spiral shell on C-type steel III2 web and outer side wing edge
Keyhole, in order to join the c-type of formula inner room module with another when carrying out module splicing at the construction field (site)
Steel III2 carries out high-strength bolt connection；The post of described three kinds of forms all completes in factory.
Upper end node component group I1 of described H profile steel quoin post I and lower end node component group I3, I1
Including two small size connecting plate Ib, 1 large scale connecting plate with holes Ic, I3 include two little
Size connecting plate Ie, 1 large scale connecting plate with holes If；The structure of each node component group in Fig. 7
All it is weldingly connected between part and I2.
Upper end node component group II1 of described C-type steel unidirectional punching post II and lower end node component
Group II3, II1 include 1 small size connecting plate with holes IIb, 1 small size connecting plate IIc, II3
Including 1 small size connecting plate with holes IIe, 1 small size connecting plate IIf；Fig. 8 respectively saves
All it is weldingly connected between component and the II2 of some component group.
Upper end node component group III1 of the orthogonal two-way punching post III of described C-type steel and lower end segment
Point component group III3, III1 includes that 1 small size connecting plate with holes IIIb, 1 small size connect
Plate IIIc, III3 include 1 small size connecting plate with holes IIIe, 1 small size connecting plate IIIf；
Fig. 8 is weldingly connected between component and the III2 of each node component group.
Body of wall in described assembled inner room module is shear wall, be wherein pipeline reserving hole and
Space.
Described floor uses beam and slab floor, in the installation operation that edge is mounting and connection parts
Space requirement reserving hole, when this ensure that carrying out module at the construction field (site) splices, level side
To the splicing of splicing and vertical direction can be alternately.
Described reserving hole, including structure fixing hole and installation hole, working place.
As shown in accompanying drawing 10, accompanying drawing 11, the installation behaviour's functional hole arranged in floorboard is arranged on
At space between the main reinforcing bar of floorboard, and punching position is set every certain constant spacing
Put.From amechanical angle analysis, the bearing capacity of plate is affected less, arranges by the defect of these positions
Rationally.
Claims (5)
1. modular assembly formula structure of steel structure building system, it is characterised in that: described module
Change assembled structure of steel structure building system, including assembled inner room module and connection member；
Described assembled inner room module completes shop is prefabricated；Described assembled inner room module
Including beam, post, floor and the structure added wherein by project demand and equipment；In construction
Scene, can be attached by connector between inner room unit；
Described connection member includes high-strength bolt, at module connection hole and exterior wall junction
Install fill up parts and decorative element or install the cast-in-place of operation hole fill up parts, module
Between play the water supply and sewerage pipeline of interconnection function and water supply and sewerage pipeline connection member, intermodule plays connection and makees
Hot duct and hot duct connection member, intermodule play electric wire and the electric wire of interconnection function
Connection member and assembled transporting equipment or stair；
Described assembled inner room modules in horizontal closure number is divided into four kinds: unidirectional assembled
Inner room module, two-way assembled inner room module, three-dimensional assembled inner room module and four-way assembled
Inner room module；Each unidirectional assembled inner room module include two H profile steel quoin post I, two
C-type steel unidirectional punching post II, furred ceiling (1), three exterior walls (2), interior wall (3),
One floor plate (4), three module tops H profile steel beam (5), module top channel-section steels
Beam (6), three module bottoms H profile steel beam (7), modules lower channel girder steel (8)；
Each two-way assembled inner room module includes a H profile steel quoin post I, two C-type steel
Unidirectional punching post II, orthogonal two-way punching post III of C-type steel, furred ceiling (1), two
Individual exterior wall (2), two interior walls (3), floor plate (4), two module top H
Section steel beam (5), two modules upper slot girder steel (6), two module bottom H profile steel beams
(7), two modules lower channel girder steel (8)；
Each three-dimensional assembled inner room module includes two C-type steel unidirectional punching post II, two C
The orthogonal two-way punching post III of shaped steel, furred ceiling (1), exterior wall (2), in three
Wall (3), floor plate (4), module top H profile steel beam (5), three moulds
Block upper slot girder steel (6), module bottom H profile steel beam (7), three module bottoms
Steel channel beam (8)；
Each four-way assembled inner room module include four orthogonal two-way punching post III of C-type steel,
One furred ceiling (1), four interior walls (3), floor plate (4), four module tops
Steel channel beam (6), four modules lower channel girder steel (8).
Modular assembly formula structure of steel structure building system the most according to claim 1,
It is characterized in that: on H profile steel beam (7) lower flange, bottom of described assembled inner room module all
Have bolt hole, in order to carry out another assembling with following layer when module is spliced at the construction field (site)
The H profile steel flange of beam of formula inner room module carries out high-strength bolt connection；Under assembled inner room module
Portion has bolt hole on C-type steel beam (8) lower flange, in order to carry out module spliced at the construction field (site)
When connecing, the C-type steel beam top flange, top with another assembled inner room module carries out high-strength bolt even
Connect；Bolt hole is all had on H profile steel beam (5) top flange, top of assembled inner room module,
So as another assembled inner room module with a layer above when carrying out module splicing at the construction field (site)
H profile steel flange of beam carry out high-strength bolt connection；Assembled inner room module top C-type steel beam
(6) have bolt hole on top flange, in order to carry out at the construction field (site) module splicing time and another
The bottom C-type steel lower flange of girder edge joining formula inner room module carries out high-strength bolt connection；
Bolt hole is had, in order in construction on the described C-type steel web joining formula inner room module
Scene carries out carrying out high-strength with another C-type steel web joining formula inner room module during module splicing
Bolt connects；Join and have bolt hole on the C-type steel lower flange of girder edge of formula inner room module bottom, in order to
Carry out at the construction field (site) joining on the top C-type steel beam of formula inner room module with another during module splicing
The edge of a wing carries out high-strength bolt connection；Join and have on C-type steel beam top flange, formula inner room module top
Bolt hole, in order to join the bottom of formula inner room module with another when carrying out module splicing at the construction field (site)
C-type steel lower flange of girder edge carries out high-strength bolt connection；
Single-beam is spliced into the connecting method of twin beams by bolt, and punches just at the web of beam
Pass in pipeline；
Described joining formula inner room module, post therein has three kinds of forms, respectively H profile steel exterior angle
The orthogonal two-way punching post III of post I, C-type steel unidirectional punching post II, C-type steel.
Modular assembly formula structure of steel structure building system the most according to claim 2,
It is characterized in that: three kinds of rod structures are as follows, H profile steel quoin post I includes: H profile steel I-2, outer
Corner post upper end node component group I-1, quoin post lower end node component group I-3, the main body of quoin post
It is weldingly connected between shaped steel and its node component；C-type steel unidirectional punching post II includes: C-type steel
II-2, unidirectional punching post upper end node component group II-1, unidirectional punching post lower end node component group
II-3, be weldingly connected between C-type steel II-2 and its node component group of unidirectional punching post wherein C
Bolt hole is had, in order to carry out module splicing at the construction field (site) on the outer side wing edge of shaped steel III-2
Time join formula inner room module with another the outer side wing edge of C-type steel II-2 carry out high-strength bolt and be connected；
The orthogonal two-way punching post III of C-type steel includes end segment on C-type steel III-2, orthogonal two-way punching post
Point component group III-1, orthogonal two-way punching post lower end node component group III3, orthogonal two-way punching post
C-type steel III-2 and its node component group between be weldingly connected, wherein C-type steel III-2 web
And all have bolt hole on outer side wing edge, in order to carry out at the construction field (site) module splicing time and another
C-type steel III-2 joining formula inner room module carries out high-strength bolt connection；The post of described three kinds of forms
All complete in factory.
Modular assembly formula structure of steel structure building system the most according to claim 3,
It is characterized in that: upper end node component group I-1 of H profile steel quoin post I and lower end node component
Group I-3, I-1 include two small size connecting plate I-1-b, 1 large scale connecting plate with holes I-1-a,
I-3 includes two small size connecting plate I-3-b, 1 large scale connecting plate with holes I-3-a；
Upper end node component group II-1 of C-type steel unidirectional punching post II and lower end node component group
II-3, II-1 include a small size connecting plate with holes II-1-a, a small size connecting plate II-1-b,
II-3 includes a small size connecting plate with holes II-3-a, a small size connecting plate II-3-b；
Upper end node component group III-1 of the orthogonal two-way punching post III of C-type steel and lower end node structure
Part group III-3, III-1 includes that 1 small size connecting plate with holes III-1-a, 1 small size connect
Plate III-1-b, III-3 include that 1 small size connecting plate with holes III-3-a, 1 small size connect
Plate III-3-b.
Modular assembly formula structure of steel structure building system the most according to claim 1,
It is characterized in that: the body of wall in described assembled inner room module is shear wall, is wherein that pipeline is pre-
Box out hole and space；
Described floor uses beam and slab floor, in the installation operation that edge is mounting and connection parts
Space requirement reserving hole, when this ensure that carrying out module at the construction field (site) splices, level side
To splicing and vertical direction splicing alternately；
Described reserving hole, including structure fixing hole and installation hole, working place；
The installation behaviour's functional hole arranged in described floor is arranged on the space between the reinforcing bar of floor
Place, and punch position is set every certain constant spacing.
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| CN104631623B (en) * | 2014-11-28 | 2017-02-01 | 同济大学 | Heavy box type building module, heavy box type modular building and construction method of heavy box type modular building |
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| CN106337500A (en) * | 2016-08-29 | 2017-01-18 | 北京工业大学 | Modularized assembly type steel structure house building system |
| CN106368437A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Assembly method for constructing building by utilizing simplified houses |
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