CN106639045A - Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof - Google Patents
Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof Download PDFInfo
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- CN106639045A CN106639045A CN201611243579.XA CN201611243579A CN106639045A CN 106639045 A CN106639045 A CN 106639045A CN 201611243579 A CN201611243579 A CN 201611243579A CN 106639045 A CN106639045 A CN 106639045A
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- concrete
- prefabricated
- steel plate
- shear wall
- steel
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
Provided are a prefabricated assembly type steel plate-concrete composite shear wall structure system and a construction method thereof. The prefabricated assembly type steel plate-concrete composite shear wall structure system comprises prefabricated steel plate-concrete composite shear walls, prefabricated steel rib-concrete composite beams, composite floor slabs and composite floor slab installation supports; the vertically-arranged prefabricated steel plate-concrete composite shear walls are connected with the prefabricated steel rib-concrete composite beams and the composite floor slabs through the composite floor slab installation supports; and the prefabricated steel plate-concrete composite shear walls are connected through bolted steel plates. Longitudinal stress rebars in components are omitted, so that grouting sleeve connection of the longitudinal rebars in an assembly type concrete structure is avoided, the construction process is simplified, and the structure construction cost is reduced. The outer sides of the steel plates or the steel ribs in the composite structure are all protected by concrete, so that the rust prevention and fire prevention cost caused by exposure of steel in structural steel buildings is avoided, and durability of the structure is improved. The prefabricated assembly type steel plate-concrete composite shear wall structure system is suitable for assembly type high-rise residences, component connection nodes are constructed simply, stress is reasonable, installation is convenient and rapid, the assembly degree is high, and construction is rapid.
Description
Technical field
The present invention relates to construction engineering technical field, more particularly to a kind of prefabricated assembled steel plate-concrete combined shear
Wall construction system and its construction method.
Background technology
At present assembled-type house system mainly has assembling frame system and fabricated shear wall system, and frame structure is not
Preferably it is used for high residential building structure.On frame column, pillar section typically adopts square-section, circle to Load concentration in frame structure
Tee section or I-shaped cross-section, when pillar bears larger vertical uniform load q, sectional dimension is much larger than thickness of wall body, in room
Pillar corner angle occur, space utilization rate is reduced.And shear wall, so body of wall is relatively thin, solves dew force dispersion
Post problem, and because the presence of shear wall improves overall anti-side rigidity, it is good selection that shear wall is carried；On the other hand
Shear wall can function as building enclosure in addition to bearing function, and framework only has bearing function not have maintenance function, and increase is filled out
Fill wall quantities.So high residential building should first-selected shear wall system.
And have precast concrete shear wall system and steel plate shear force wall system in assembled-type house.Precast concrete is sheared
The longitudinal reinforcement of wall needs to splice using grout sleeve, constructional difficulties when live shear wall is docked, and in a large number using grouting set
Cylinder connection can improve cost.And conventional steel plates shear wall system is typically using double-layer plate or steel pipe bundle, it may appear that steel plate, steel pipe
Expose, there are problems that fire retardant anticorrosion, and during as skin, there are problems that cold-heat bridge；Simultaneously general steel plate shear wall exists
Flexing is susceptible under the reciprocal tension and compression load action of earthquake, its energy-dissipating property is affected.
In sum, existing assembling type steel structure system is suffered from the drawback that：
1st, assembling frame structural steel beam steel column sectional dimension is big, there is the pillar corner angle for exposing in room, affects building empty
Between use.
2nd, precast concrete shear wall system field joint is difficult, if up and down the longitudinal reinforcement in shear wall is docked loosely
Admittedly can there is very big potential safety hazard.
3rd, there is fire retardant anticorrosion, cold-heat bridge and steel using amount in general steel plate shear wall system, and make in earthquake
Reciprocal tension and compression are with lower easy generation flexing.
Therefore how to design a kind of stress clearly, simple design, easy construction, safe and reliable fabricated shear wall system
It is this area problem urgently to be resolved hurrily.
The content of the invention
To overcome problems of the prior art, the invention provides a kind of prefabricated assembled steel plate and concrete composite
Shear wall structure system and its construction method.
The present invention solves its technical problem and is adopted the technical scheme that：This kind of prefabricated assembled steel plate and concrete composite
Shear wall structure system, including：Prefabricated steel-combined concrete shear wall, prefabricated reinforcing bar-concrete combination beam, laminated floor slab,
Laminated floor slab mounting bracket, vertically prefabricated steel-the combined concrete shear wall of arrangement by laminated floor slab mounting bracket with it is pre-
Reinforcing bar-concrete combination beam processed and laminated floor slab connect, and each prefabricated steel-combined concrete shear wall is connected by the steel plate of bolt
Connect.
Further, the prefabricated steel-combined concrete shear wall is the concrete layer by middle steel plate and both sides
Prefabricated to form, the height of every piece of shear wall is a standard floor height, and middle steel plate edge stretches out from the concrete layer of both sides, in
Between steel plate extension be provided with stiffener.
Further, vertical continuous bending reinforcing steel bar is welded with the steel plate of the centre.
Further, it is arranged on flooring absolute altitude where the prefabricated steel-combined concrete shear wall level splicing
Side.
Further, the position that the prefabricated steel-combined concrete shear wall is connected with laminated floor slab is reserved with notch.
Further, the ground that the prefabricated steel-combined concrete shear wall is connected with prefabricated reinforcing bar-concrete combination beam
Side is reserved with the bracket of connection, and bracket is connected by connecting plate and bolt with prefabricated reinforcing bar-concrete combination beam.
Further, it is provided with reinforcing bar inside the prefabricated reinforcing bar-concrete combination beam, the reinforcing bar left and right sides and is welded with below
Stirrup, outside is concrete layer, and reinforcing bar two ends are stretched out from concrete layer, and reinforcing bar top flange is welded with peg.
Further, the laminated floor slab length is less than standard width of a room in an old-style house spacing between shear wall.
Further, the laminated floor slab mounting bracket is made using shaped steel with steel plate, laminated floor slab mounting bracket
Top surface absolute altitude can adjust, and can be used for multiple times, and the steel plate in laminated floor slab mounting bracket may act as the template of rear pouring concrete layer.
A kind of construction method of prefabricated assembled steel plate-concrete combined shear wall structural system, prefabricated steel-concrete
Bracket between compound shear wall and prefabricated reinforcing bar-concrete combination beam by reserving carries out bolt connection with reinforcing bar, connects it
It is filled with slightly expanded concrete layer afterwards；Prefabricated steel-combined concrete shear wall is connected with laminated floor slab mounting bracket
After fixing, laminated floor slab is re-layed, finally carry out laminated floor slab in-situ layer and pour；Prefabricated steel-combined concrete shear wall
The bolt hole that the steel plate end connected through in the middle of prefabricated steel-combined concrete shear wall between itself is reserved connection steel
Plate carries out bolt connection, is filled with slightly expanded concrete layer after connection.
To sum up, of the invention above-mentioned technical proposal has the beneficial effect that：
1st, prefabricated steel-each component of combined concrete shear wall structural system is spliced using prefabrication production scene, structure
With bolts or welding between part, quick and easy for installation, raising assembling rate and speed of application.
2nd, the steel plate and concrete in the middle of prefabricated steel-combined concrete shear wall can be fine by continuous bending reinforcing steel bar
Combine, steel plate can effectively strengthen the rigidity of body of wall, and concrete can well protect steel plate.
3rd, prefabricated steel-combined concrete shear wall link position in-between is arranged on away from up one meter of floor absolute altitude
At the height of left and right, it is easy to site operation.
4th, it is many with bolt connection or welding, easy construction, convenient disassembly between each component, be conducive to being repaired after structure shake.
5th, this structural system is assessment of steel-concrete hybrid structure, the Reinforcement in component is eliminated, so as to keep away
The grout sleeve connection of longitudinal reinforcement in prefabricated concrete structure is exempted from, construction technology has been simplified, while reduce structure making
Valency.
6th, there is concrete protective in combining structure light plate or reinforcing bar outside, so as to avoid steel building in outside steel
Antirust and fire prevention cost that dew brings, improve the durability of structure.
7th, it is suitable for assembled high residential building, component connecting node simple structure, reasonable stress, install convenient, assembling
Degree is high, and speed of application is fast.
Description of the drawings
Fig. 1 is prefabricated steel-combined concrete shear wall structure system overall schematic in the present invention；
Fig. 2 is the schematic diagram of prefabricated steel-combined concrete shear wall in the present invention；
Fig. 3 is prefabricated reinforcing bar-concrete combination beam schematic diagram in the present invention；
Fig. 4-1 is laminated floor slab mounting bracket left view in the present invention；
Fig. 4-2 is laminated floor slab mounting bracket front view in the present invention；
Fig. 5 is prefabricated steel-combined concrete shear wall and prefabricated reinforcing bar-concrete combination beam connection signal in the present invention
Figure；
Fig. 6 is prefabricated steel-combined concrete shear wall in the present invention and laminated floor slab connection diagram；
Fig. 7 splices each other schematic diagram for prefabricated steel-combined concrete shear wall itself in the present invention；
In figure：
1 prefabricated steel-combined concrete shear wall, 2 prefabricated reinforcing bar-concrete combination beams, 3 laminated floor slabs, 4 laminated floor slabs
Mounting bracket, the steel plate in the middle of 5 prefabricated steels-combined concrete shear wall, 6 concrete layers, 7 stiffeners, 8 vertical continuous bendings
Reinforcing bar, 9 reinforcing bars, 11 stirrups, 12 pegs, 13 laminated floor slab mounting bracket bottom steel plates, the oblique type of 14 laminated floor slab mounting brackets
Bracing members, 15 laminated floor slab mounting bracket top shaped steel, 16 bolts hole, 17 laminated floor slab mounting bracket top steel pipes are put more energy into
Plate, the template of 18 laminated floor slab mounting brackets, 19 bolts, 20 brackets, 21 connecting plates, 22 seat shoulder bar holes, 23 laminated floor slabs
Seat shoulder bar, the steel plate of 24 bolts.
Specific embodiment
The feature and principle of the present invention are described in detail below in conjunction with accompanying drawing 1- Fig. 7, illustrated embodiment is only used for solution
The present invention is released, not protection scope of the present invention is limited with this.
As shown in Fig. 1-Fig. 7, the invention includes：Prefabricated steel-combined concrete shear wall 1, prefabricated reinforcing bar-coagulation local soil type
Beam 2, laminated floor slab 3, laminated floor slab mounting bracket 4 are closed, vertically prefabricated steel-the combined concrete shear wall of arrangement is by overlapping
Floor mounting bracket is connected with prefabricated reinforcing bar-concrete combination beam and laminated floor slab, each prefabricated steel-combined concrete shear wall
By the steel plate connection for bolting.
Prefabricated steel-combined concrete shear wall is formed by middle steel plate 5 is prefabricated with the concrete layer 6 of both sides, often
The height of block shear wall is a standard floor height, and width can be determined according to transport and on-site hoisting ability.Middle steel
Edges of boards edge stretches out from the concrete layer of both sides, and outreach need not be long, as long as annexation needs can be met, with convenient
With bolts or welding, middle steel plate extension is provided with stiffener 7.It is welded with middle steel plate vertical continuous
Bending reinforcing steel bar 8, replace general steel plate shear wall bar-mat reinforcement and peg 12, so as to reduce steel plate in bracing reinforcement.
Be arranged on where the splicing of prefabricated steel-combined concrete shear wall level away from flooring absolute altitude upwards it is certain away from
From, it is easy to site operation, concrete height can be adjusted according to custom is installed.
The position that prefabricated steel-combined concrete shear wall is connected with laminated floor slab is reserved with notch, for scene with it is folded
Close floor to be attached.Prefabricated steel-combined concrete shear wall connects with prefabricated reinforcing bar horizontally or vertically-concrete combination beam
The bracket 20 of connection is reserved with where connecing, bracket 20 is by connecting plate 21 and bolt and prefabricated reinforcing bar-concrete combination beam
Connection.There is the reserved seat shoulder bar hole 22 of connection laminated floor slab on prefabricated steel-combined concrete shear wall steel plate,
The negative muscle hole of seat is fixedly connected with the cooperation of laminated floor slab seat shoulder bar 23.
Reinforcing bar 9 is provided with inside prefabricated reinforcing bar-concrete combination beam, inside replaces reinforcing steel bar bear with reinforcing bar, and eliminates vertical
To reinforcing bar.The reinforcing bar left and right sides and stirrup 11 is welded with below, outside is concrete, concrete certain length is stretched out at reinforcing bar two ends,
It is convenient to be attached with shear wall using bolt or welding manner, while reinforcing bar top flange is welded with peg, strengthen and concrete
Cooperation ability.
Laminated floor slab length is less than standard width of a room in an old-style house spacing between shear wall, it is impossible to directly ride on shear wall, need to use folded during installation
Close floor mounting bracket and do temporary support.Laminated floor slab mounting bracket includes laminated floor slab mounting bracket bottom steel plate 13, overlapping
The oblique type steel support 14 of floor mounting bracket, laminated floor slab mounting bracket top shaped steel 15, in laminated floor slab mounting bracket bottom
Steel plate 13 is provided with some bolts hole 16, and bolt hole 16 is fixedly connected by bolt 19 and miscellaneous part.In laminated floor slab
The stiffener 17 of laminated floor slab mounting bracket top steel pipe is fixed with, in overlapping the inclined downward of mounting bracket top shaped steel 15
The top of floor mounting bracket top shaped steel 15 is fixed with the template 18 of laminated floor slab mounting bracket.
Laminated floor slab mounting bracket is made using shaped steel with steel plate, Prefabricated composite steel plate can be fixed on during construction and be cut
On power wall, laminated floor slab mounting bracket top surface absolute altitude can adjust, and can be used for multiple times, and the steel plate on support may act as rear pouring concrete
Template.
The construction method of the prefabricated assembled steel plate-concrete combined shear wall structural system is specially：Prefabricated steel-mixed
Solidifying local soil type's combination shearing wall system, including prefabricated steel-combined concrete shear wall 1, prefabricated reinforcing bar-concrete combination beam 2, overlapping
Floor 3, laminated floor slab mounting bracket 4 etc..Prefabricated steel-the combined concrete shear wall 1 and prefabricated reinforcing bar-Combined concrete
Bolt connection is carried out by reserved bracket 20 and reinforcing bar 9 between beam 2, is filled with slightly expanded concrete after connection；Institute
State prefabricated steel-combined concrete shear wall 1 and connect through mounting bracket 4 with laminated floor slab 3, re-lay laminated floor slab 3, finally
Carry out laminated floor slab in-situ layer to pour；Pre-manufactured steel is connected through between the prefabricated steel-combined concrete shear wall 1 itself
The bolt hole that the end of steel plate 5 in the middle of plate-combined concrete shear wall is reserved carries out bolt connection with the steel plate 24 of bolt, connects
It is filled with slightly expanded concrete afterwards.
The invention has effect following prominent：Prefabricated steel-each component of combined concrete shear wall structural system adopts factory
The splicing of Prefabrication scene, with bolts between component or welding, quick and easy for installation, raising assembling rate and construction speed
Degree.Steel plate in the middle of prefabricated steel-combined concrete shear wall can be good at combining with concrete by continuous bending reinforcing steel bar
Get up, steel plate can effectively strengthen the rigidity of body of wall, and concrete can well protect steel plate.Prefabricated steel-Combined concrete
Shear wall link position in-between is arranged at floor absolute altitude up one meter or so height, is easy to site operation.Each structure
It is many with bolt connection or welding, easy construction, convenient disassembly between part, be conducive to being repaired after structure shake.This structural system be steel-
Concrete combined structure system, eliminates the Reinforcement in component, so as to avoid prefabricated concrete structure in indulge
Connect to the grout sleeve of reinforcing bar, construction technology is simplified, while reducing structural cost.Outside combining structure light plate or reinforcing bar
There is concrete protective side, so as to avoid steel building in steel expose the antirust brought and fire prevention cost, raising finishes
The durability of structure.It is suitable for assembled high residential building, component connecting node simple structure, reasonable stress, install convenient, assembling
Degree is high, and speed of application is fast.
Above-described embodiment is only the description carried out to the preferred embodiment of the present invention, and not the scope of the present invention is entered
Row limit, on the premise of without departing from design spirit of the present invention, relevant technical staff in the field to the present invention various modifications and
Improve, all should expand in protection domain determined by claims of the present invention.
Claims (10)
1. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system, it is characterised in that include：Prefabricated steel-mixed
Solidifying local soil type's combination shearing wall, prefabricated reinforcing bar-concrete combination beam, laminated floor slab, laminated floor slab mounting bracket, vertically arrangement is prefabricated
Steel plate-concrete combined shear wall is connected by laminated floor slab mounting bracket with prefabricated reinforcing bar-concrete combination beam and laminated floor slab
Connect, the steel plate connection that each prefabricated steel-combined concrete shear wall passes through bolt.
2. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In, the prefabricated steel-combined concrete shear wall formed by middle steel plate is prefabricated with the concrete layer of both sides, cut per block
The height of power wall is a standard floor height, and middle steel plate edge stretches out from the concrete layer of both sides, middle steel plate extension
Divide and be provided with stiffener.
3. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 2, its feature exists
In being welded with vertical continuous bending reinforcing steel bar on the steel plate of the centre.
4. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In the prefabricated steel-combined concrete shear wall level is arranged on flooring absolute altitude top where splicing.
5. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In the position that the prefabricated steel-combined concrete shear wall is connected with laminated floor slab is reserved with notch.
6. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In the prefabricated steel-combined concrete shear wall is reserved with connection and uses where being connected with prefabricated reinforcing bar-concrete combination beam
Bracket, bracket is connected by connecting plate and bolt with prefabricated reinforcing bar-concrete combination beam.
7. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In, it is provided with reinforcing bar inside the prefabricated reinforcing bar-concrete combination beam, the reinforcing bar left and right sides and stirrup is welded with below, outside is mixed
Solidifying soil layer, reinforcing bar two ends are stretched out from concrete layer, and reinforcing bar top flange is welded with peg.
8. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In the laminated floor slab length is less than standard width of a room in an old-style house spacing between shear wall.
9. a kind of prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1, its feature exists
In, the laminated floor slab mounting bracket is made using shaped steel with steel plate, and laminated floor slab mounting bracket top surface absolute altitude can adjust,
Can be used for multiple times, the steel plate in laminated floor slab mounting bracket may act as the template of rear pouring concrete layer.
10. the construction of the arbitrary prefabricated assembled steel plate-concrete combined shear wall structural system according to claim 1-9
Method, it is characterised in that by reserved between prefabricated steel-combined concrete shear wall and prefabricated reinforcing bar-concrete combination beam
Bracket and reinforcing bar carry out bolt connection, be filled with slightly expanded concrete layer after connection；By prefabricated steel-coagulation local soil type
After combination shearing wall is connected with laminated floor slab mounting bracket, laminated floor slab is re-layed, finally carry out laminated floor slab in-situ layer
Pour；Connecting through in the middle of prefabricated steel-combined concrete shear wall between prefabricated steel-combined concrete shear wall itself
The reserved bolt hole in steel plate end carry out bolt connection with junction steel plate, filled out with slightly expanded concrete layer after connection
Fill.
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| CN201611243579.XA CN106639045B (en) | 2016-12-29 | 2016-12-29 | A kind of prefabricated assembled steel plate-concrete combined shear wall structural system and its construction method |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401217A (en) * | 2017-09-22 | 2017-11-28 | 中国石油大学(华东) | A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method |
| CN107905406A (en) * | 2017-12-21 | 2018-04-13 | 沈阳建筑大学 | There are height difference junction support system and installation method in fabricated shear wall plate bottom |
| CN107989228A (en) * | 2017-12-20 | 2018-05-04 | 中冶建筑研究总院有限公司 | A kind of prefabricated steel reinforced concrete shear wall structure and its preparation and installation method |
| CN108005410A (en) * | 2017-12-20 | 2018-05-08 | 中冶建筑研究总院有限公司 | A kind of assembled Residential System of Steel-concrete Composite Structure and its construction method |
| CN108252420A (en) * | 2017-12-19 | 2018-07-06 | 浙江绿筑集成科技有限公司 | A kind of connection method of no support type laminated floor slab and PEC shear walls |
| CN108775098A (en) * | 2018-06-15 | 2018-11-09 | 浙江绿筑集成科技有限公司 | The production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node |
| CN110242049A (en) * | 2019-04-30 | 2019-09-17 | 上海欧本钢结构有限公司 | The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall |
| CN111155680A (en) * | 2019-12-30 | 2020-05-15 | 中冶建筑研究总院有限公司 | All-bolt connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof |
| CN112681564A (en) * | 2020-12-28 | 2021-04-20 | 同济大学 | Installation method of corrugated steel plate composite wall structure system |
| CN115949157A (en) * | 2023-03-14 | 2023-04-11 | 北京工业大学 | Fabricated shear wall system and construction method |
| CN115977275A (en) * | 2023-03-14 | 2023-04-18 | 北京工业大学 | Prefabricated shear wall system and construction method thereof |
| CN117027498A (en) * | 2023-10-10 | 2023-11-10 | 福建建工装配式建筑研究院有限公司 | Residential building structure with floor system free of supporting and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090272063A1 (en) * | 2005-04-25 | 2009-11-05 | Wilfred Wing-Chow Siu | Composite steel joist/composite beam floor system and steel stud wall systems |
| CN103397700A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Connection structure of building composite floor slab and steel tube shear wall |
| CN103981981A (en) * | 2014-03-31 | 2014-08-13 | 浙江杭萧钢构股份有限公司 | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars |
| CN205077617U (en) * | 2015-07-24 | 2016-03-09 | 陕西昊兴房屋工程有限公司 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
| CN106168057A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | A kind of assembled steel lath band combined concrete shear wall and making construction method thereof |
-
2016
- 2016-12-29 CN CN201611243579.XA patent/CN106639045B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090272063A1 (en) * | 2005-04-25 | 2009-11-05 | Wilfred Wing-Chow Siu | Composite steel joist/composite beam floor system and steel stud wall systems |
| CN103397700A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Connection structure of building composite floor slab and steel tube shear wall |
| CN103981981A (en) * | 2014-03-31 | 2014-08-13 | 浙江杭萧钢构股份有限公司 | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars |
| CN205077617U (en) * | 2015-07-24 | 2016-03-09 | 陕西昊兴房屋工程有限公司 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
| CN106168057A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | A kind of assembled steel lath band combined concrete shear wall and making construction method thereof |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401217A (en) * | 2017-09-22 | 2017-11-28 | 中国石油大学(华东) | A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method |
| CN108252420A (en) * | 2017-12-19 | 2018-07-06 | 浙江绿筑集成科技有限公司 | A kind of connection method of no support type laminated floor slab and PEC shear walls |
| CN107989228A (en) * | 2017-12-20 | 2018-05-04 | 中冶建筑研究总院有限公司 | A kind of prefabricated steel reinforced concrete shear wall structure and its preparation and installation method |
| CN108005410A (en) * | 2017-12-20 | 2018-05-08 | 中冶建筑研究总院有限公司 | A kind of assembled Residential System of Steel-concrete Composite Structure and its construction method |
| CN107905406A (en) * | 2017-12-21 | 2018-04-13 | 沈阳建筑大学 | There are height difference junction support system and installation method in fabricated shear wall plate bottom |
| CN108775098B (en) * | 2018-06-15 | 2023-12-05 | 浙江绿筑集成科技有限公司 | Manufacturing method of cross-floor PEC shear wall-steel connecting beam connecting limb wall connecting node |
| CN108775098A (en) * | 2018-06-15 | 2018-11-09 | 浙江绿筑集成科技有限公司 | The production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node |
| CN110242049A (en) * | 2019-04-30 | 2019-09-17 | 上海欧本钢结构有限公司 | The interim bracket assembly and interim rest method that superimposed sheet is connect with beam or wall |
| CN111155680A (en) * | 2019-12-30 | 2020-05-15 | 中冶建筑研究总院有限公司 | All-bolt connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof |
| CN112681564A (en) * | 2020-12-28 | 2021-04-20 | 同济大学 | Installation method of corrugated steel plate composite wall structure system |
| CN115949157A (en) * | 2023-03-14 | 2023-04-11 | 北京工业大学 | Fabricated shear wall system and construction method |
| CN115977275A (en) * | 2023-03-14 | 2023-04-18 | 北京工业大学 | Prefabricated shear wall system and construction method thereof |
| CN117027498A (en) * | 2023-10-10 | 2023-11-10 | 福建建工装配式建筑研究院有限公司 | Residential building structure with floor system free of supporting and construction method thereof |
| CN117027498B (en) * | 2023-10-10 | 2023-12-08 | 福建建工装配式建筑研究院有限公司 | Residential building structure with floor system free of supporting and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN106639045B (en) | 2019-01-25 |
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