CN206174118U - Bracing reinforcing structural steel frame big space housing system of shear force wall assembled - Google Patents
Bracing reinforcing structural steel frame big space housing system of shear force wall assembled Download PDFInfo
- Publication number
- CN206174118U CN206174118U CN201621103905.2U CN201621103905U CN206174118U CN 206174118 U CN206174118 U CN 206174118U CN 201621103905 U CN201621103905 U CN 201621103905U CN 206174118 U CN206174118 U CN 206174118U
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- steel
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- steel frame
- big space
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Abstract
The utility model provides a bracing reinforcing structural steel frame big space housing system of shear force wall assembled is become by vertical stress system and horizontal beaer series, the vertical stress system comprises the integrated form outer wall that sets up at the cast -in -place shear force wall of stairwell, escalator and party wall position and contain the steel frame structure that takes the bracing, horizontal atress system is the SPD floor. The utility model discloses housing system has broken through that the internal loadbearing wall of traditional shear wall structure is more, restricted shortcoming is arranged to the space function, only remains the shear force wall and the part branch family shear force wall at stairwell, escalator position, the inside big space that forms variable house type, the prefabricated component quantity that has significantly reduced simultaneously, the prefabricated component's of being convenient for standardized design, production and construction. The component preparation cost is reduced, realize engineering application, promote the development of china's constructional building.
Description
Technical field
This utility model is related to a kind of assembled-type house system, more particularly to a kind of big sky of Steel frame-shear wall assembled
Between dwelling house system.
Background technology
Currently, although country promotes the dynamics of industrialized house unprecedentedly, effect is little, as a result exists with target huge
Contrast：Target is to play industrialized production high efficiency, low-cost advantage, improves efficiency of construction, reduces material consumption and is built into
This；As a result it is that link substantially increases, structure manufacture mechanization degree is not high, anti-increasing does not drop in material consumption for construction, construction cost shows
Writing increases.From the point of view of with regard to current assembled residential architecture current situation, also there are problems that it is following some：1) design also fails to form mark
Standardization, modularization, only design standard, modularization development, could drive component standardization and production industrialized development；2) fill
It is relatively more with formula building system, have not yet been formed and more improve unified standards system；3) component does not form industrialized production, component
High-volume, streamline, mechanization production are made and be not implemented, the manual work at scene is simply converted into people's work of factory
Industry, labor-intensive production feature is not significantly improved, and on the contrary because increased making, transport, fixing link, is dramatically increased
Construction cost, generates unsurmountable contradiction；4) the not enough especially instantaneous production capacity of prefabricated components production capacity is not enough, the room of China
Real estate market does not have standardized product, belongs to private customization, and the instantaneous production capacity of component is not enough；5) construction mechanization level is inadequate,
Current fabricated construction is most of is part assembled, it is to avoid the not prefabricated technique in combination with cast-in-place, still to be improved
Construction mechanization level, reduces site construction technology complexity and construction quality problem that dry and wet cross-operation causes；6) cost is high,
Current assembled architecture cost is higher than cast-in-place structural.
Shear wall structure system being adopted the existing house of China, although this system does not have cantilever, protruded stigma etc. and affects to build more
The problem of usable floor area is built, meets current China's resident living needs.But such structural system (especially high residential building) is often
The building standard width of a room in an old-style house is little, is unfavorable for building the sustainable uses such as Late reformation, it is impossible to meet the individual demand of residential usage.Additionally,
It is frequently run onto that prefabricated components standardization level is low (to build when designing using industrialized mode and building Tall Shear Wall Structures house
Build flat, facade type many), big (sleeve connection quantity is much larger than frame for component production cost height (mould utilization factor is low), installation difficulty
Frame structure) the problems such as.Therefore, it is necessary to develop a kind of novel fabricated dwelling house system, solve to improve industrialization rate and livable property
Between contradiction.
Utility model content
This utility model provides a kind of diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system, to overcome
The drawbacks described above that prior art is present.
This utility model diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system, by vertical applied force system
Constitute with horizontal force system, the vertical applied force system is cut by staircase, escalator and the cast-in-place of party wall position is arranged on
Power wall and the integrated form exterior wall comprising the steel-frame structure with diagonal brace are constituted, and the horizontal force system is SPD floors (with cast-in-place
The precast prestressed cored slab of layer).
The integrated form exterior wall by some integrated form exterior wall units by gusset plate connect, blending bolt be fastenedly connected and
Into, the integrated form exterior wall unit by steel-frame structure unit, be separately positioned on inside and outside the steel-frame structure unit
Interior impeller and outer impeller, and the composition of the sandwich heat preservation layer between the internal lobe wallboard and siphonal lobe wallboard is arranged on, wherein in institute
Four drift angles of integrated form exterior wall are stated, and the steel-frame structure unit near the centre on four sides has inclined support structure.
The steel-frame structure unit includes two vertical Steel Frame Columns, and by being welded to connect the Steel Frame Column
Horizontal steel-frame beam.
Preferably, the horizontal steel-frame beam be H profile steel beam, be respectively provided with the Steel Frame Column horizontal upper head plate and
Bottom plate, riser, the upper head plate and bottom plate are provided with the both sides of Steel Frame Column and between upper head plate and bottom plate
Spacing match with the horizontal steel-frame beam；The horizontal steel-frame beam is positioned between the upper head plate and bottom plate,
Laterally lower flange, the web of steel-frame beam is fastened respectively with bottom plate and riser with bolt, and the top flange of horizontal steel-frame beam is then
With upper head plate Site Welding.
Used as a preferred version, the inclined support structure without window opening body of wall adopts X-type, and its four summits are respectively welded at described
On four drift angles of steel-frame structure unit.
Used as another preferred version, the inclined support structure for having window opening body of wall is positioned close to the steel-frame structure unit
Drift angle and it is respectively welded in adjacent Steel Frame Column and steel-frame beam.
The SPD floors advantageous embodiment type SPD plate, it is the onboard surface print making in the precoated plate course of processing
Can be with the groove of pipeline installation.So as to solve the problems, such as that cross pipe-line arranged superposed exceeds overlapping layers.
This utility model is except in addition to building building, escalator and party wall location arrangements cast-in-place shear wall, remaining position is equal
Shear wall is not set.Building external revetment is made up of the steel frame with diagonal brace, so that whole building is internally formed more being available for
The large space for utilizing.Meanwhile, peripheral protective adopts Steel Structural Design, compared to the safety that xoncrete structure further increases system
Performance.And the setting for passing through diagonal brace further improves the anti-seismic performance of structure and the utilization rate of material, while also simplify section
Point connecting structure.
This utility model floor adopts SPD floors, can not only provide large span floor, improves the standardization level of floor,
And the use of prestressing technique reduces the Laminate construction thickness of traditional cast-in-situ floor (wherein precast floor slab thickness is in SPD plates
150-180mm, overlapping layers thickness be 60-80mm), alleviate dead load, while in turn ensure that the integral rigidity of flooring.
The structural system and interior siphonal lobe wallboard, sandwich heat preservation layer being made up of Steel Frame Column, steel-frame beam, steel bearing diagonal is constituted
Retaining design together form structure-insulation-decoration integrated integrated form periphery protecting system.The system can be formed collection insulation,
The modular unit that the factors such as waterproof, sound insulation, fire prevention, decoration, line equipment are integrated, makes in factory process, transports to applying
Work scene carries out integral assembling.
This utility model realizes high-volume, streamline, standardized production and mechanization by innovating fabricated construction system
Install, reduce structure manufacture cost, realize engineer applied, promote China's assembled-type house process.This novel residence system is dashed forward
Broken the shortcoming that the house type of traditional fabricated shear wall structure is fixed, only retain staircase, escalator Core Walls Structure shear wall with
And part point family shear wall, the large space of variable house type is internally formed, greatly reduce concrete component (shear wall and beam)
Quantity, is easy to standardized designs, production and the construction of prefabricated components.
Description of the drawings
Fig. 1 is this utility model diagonal brace enhanced type steel Frame-Shear Wall assembled-type house system schematic three dimensional views；
Fig. 2 is this utility model diagonal brace enhanced type steel Frame-Shear Wall assembled-type house system floor map；
Fig. 3 is the connection diagram of integrated form exterior wall unit, and wherein Fig. 3 b are the partial enlarged drawings of structure in Fig. 3 a dashed boxes,
Fig. 3 c are that structure passes through the profile after gusset plate 5 is connected with each other in Fig. 3 a dashed boxes；
Fig. 4 is the structural representation of integrated form exterior wall；
Fig. 5 is the structural representation of several integrated form exterior walls；
Fig. 6 is the schematic diagram of Steel Frame Column and steel-frame beam connecting node；
Fig. 7 is the structural representation of SPD floors.
Specific embodiment
This utility model preferred embodiment is given below in conjunction with the accompanying drawings, to describe the technical solution of the utility model in detail.
As illustrated in fig. 1 and 2, this utility model diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system, by
Vertical applied force system and horizontal force system are constituted, and the vertical applied force system is by being arranged on staircase, escalator and party wall
The cast-in-place shear wall 1 of position and the integrated form exterior wall comprising the steel-frame structure with diagonal brace are constituted, and the horizontal force system is
SPD floors 2.
The cast-in-place shear wall is distributed only over the position of building, escalator and party wall, and remaining position does not set shear wall, interior
Portion can form the large space of variable house type.
The integrated form exterior wall is connected by some integrated form exterior wall units 3 by gusset plate 5, blending bolt be fastenedly connected and
Into (as shown in Figure 3), the integrated form exterior wall unit 3 by steel-frame structure unit 31, be separately positioned on the steel-frame structure
Interior impeller 32 and outer impeller 33 inside and outside unit, and the sandwich guarantor being arranged between the internal lobe wallboard and siphonal lobe wallboard
Warm layer 34 is constituted, as shown in Figure 4.Fig. 5 lists the structure of several integrated form exterior wall units 3 of this utility model, from left to right according to
It is secondary to be：Door, window, post, wall.
Wherein in four drift angles of the integrated form exterior wall, and the steel-frame structure unit near the centre on four sides
With inclined support structure 4.As shown in Figure 1.
The steel-frame structure unit 31 includes two vertical Steel Frame Columns 311, and by being welded to connect the steel
The horizontal steel-frame beam 312 of frame column.
As shown in fig. 6, the horizontal steel-frame beam 312 is H profile steel beam, it is respectively provided with the Steel Frame Column 311 laterally
Upper head plate 313 and bottom plate 314, arrange in the both sides of Steel Frame Column 311 and between upper head plate 313 and bottom plate 314
The spacing and the horizontal steel-frame beam 312 for having riser 317, the upper head plate 313 and bottom plate 314 matches；It is described horizontal
Steel-frame beam 312 is positioned between the upper head plate 313 and bottom plate 314, the lower flange 315, web of horizontal steel-frame beam 312
316 are fastened respectively with bottom plate 314 and riser 317 with bolt, the top flange 318 of horizontal steel-frame beam 312 then with upper head plate 313
Site Welding (6 is pad).So both facilitated lifting component in place, (welding job can be waited until to accelerate subsequent construction speed
Carry out when weather is good), and standing welding can ensure that welding quality, therefore many disadvantages of traditional type of attachment can be avoided
End.
Inclined support structure 4 without window opening body of wall adopts X-type, and its four summits are respectively welded at the steel-frame structure unit
On four drift angles.
The inclined support structure 4 for having window opening body of wall is positioned close to the drift angle of the steel-frame structure unit and is respectively welded at
In adjacent Steel Frame Column 311 and steel-frame beam 312.
The Steel Frame Column, steel-frame beam, inclined support structure composition diagonal brace enhanced type steel framework, substitute traditional shear wall structure
The reinforced concrete shear wall of middle periphery.
The integrated form exterior wall being made up of Steel Frame Column, steel-frame beam, steel bearing diagonal adopts steel structure modularization system,
Steel column, girder steel, bracing members and peripheral protective system are integrated, formed collection insulation, waterproof, sound insulation, fire prevention, decoration, line equipment etc. because
The modular unit that element is integrated, transporting after factory process completes to job site carries out integral assembling.
As shown in fig. 7, the advantageous embodiment type SPD floor of the SPD floors 2, it is in the precoated plate course of processing, onboard
Surface print making can be with the groove 21 of pipeline installation.So as to solve the problems, such as that cross pipe-line arranged superposed exceeds overlapping layers.In advance
Slab thickness processed is 150~180mm, and overlapping layers thickness is 60~80mm.
This utility model diagonal brace enhanced type steel Frame-Shear Wall assembled-type house system, including cast-in-place shear wall, by steel framework
Trestle, steel-frame beam, the integrated form exterior wall of steel bearing diagonal composition, prefabricated big across modified model SPD floors etc., prefabricated components are in factory
Production is standardized, lifting assembly work is only carried out at the construction field (site), speed of application is fast.
Claims (7)
1. a kind of diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system, is received by vertical applied force system and level
Power system is constituted, it is characterised in that the vertical applied force system is by being arranged on the cast-in-place of staircase, escalator and party wall position
Shear wall (1) and the integrated form exterior wall comprising the steel-frame structure with diagonal brace are constituted, and the horizontal force system is SPD floors
(2)。
2. diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system as claimed in claim 1, its feature exists
Connected by gusset plate (5) by some integrated form exterior wall units (3) in, the integrated form exterior wall, blending bolt be fastenedly connected and
Into, the integrated form exterior wall unit (3) by steel-frame structure unit (31), be separately positioned on the steel-frame structure unit (31)
Inside and outside interior impeller (32) and outer impeller (33), and the sandwich guarantor being arranged between the internal lobe wallboard and siphonal lobe wallboard
Warm layer (34) composition, wherein in four drift angles of the integrated form exterior wall, and the steel frame knot near the centre on four sides
Structure unit (31) is with inclined support structure (4).
3. diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system as claimed in claim 2, its feature exists
In, the steel-frame structure unit (31) includes two vertical Steel Frame Columns (311), and by being welded to connect the steel framework
The horizontal steel-frame beam (312) of trestle.
4. diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system as claimed in claim 3, its feature exists
In the horizontal steel-frame beam (312) is H profile steel beam, and on the Steel Frame Column (311) horizontal upper head plate is respectively provided with
(313) and bottom plate (314), set in the both sides of Steel Frame Column (311) and between upper head plate (313) and bottom plate (314)
It is equipped with the spacing and horizontal steel-frame beam (312) phase of riser (317), the upper head plate (313) and bottom plate (314)
Match somebody with somebody；The horizontal steel-frame beam (312) is positioned between the upper head plate (313) and bottom plate (314), horizontal steel-frame beam
(312) lower flange (315), web (316) is fastened respectively with bottom plate (314) and riser (317) with bolt, horizontal steel frame
The top flange (318) of beam (312) then with upper head plate (313) Site Welding.
5. diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system as claimed in claim 1, its feature exists
In the inclined support structure (4) without window opening body of wall adopts X-type, and its four summits are respectively welded at the four of the steel-frame structure unit
On individual drift angle.
6. diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system as claimed in claim 1, its feature exists
In the inclined support structure (4) for having window opening body of wall is positioned close to the drift angle of the steel-frame structure unit and is respectively welded at phase
In adjacent Steel Frame Column (311) and steel-frame beam (312).
7. diagonal brace enhanced type steel Frame-Shear Wall assembled Big Space Residence system as claimed in claim 1, its feature exists
In, SPD floors (2) the advantageous embodiment type SPD plate, it is that in the precoated plate course of processing, onboard surface print making can
With the groove (21) of pipeline installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621103905.2U CN206174118U (en) | 2016-09-30 | 2016-09-30 | Bracing reinforcing structural steel frame big space housing system of shear force wall assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621103905.2U CN206174118U (en) | 2016-09-30 | 2016-09-30 | Bracing reinforcing structural steel frame big space housing system of shear force wall assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174118U true CN206174118U (en) | 2017-05-17 |
Family
ID=58677274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621103905.2U Withdrawn - After Issue CN206174118U (en) | 2016-09-30 | 2016-09-30 | Bracing reinforcing structural steel frame big space housing system of shear force wall assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174118U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245755A (en) * | 2016-09-30 | 2016-12-21 | 华东建筑设计研究院有限公司 | Diagonal brace enhanced type steel frame-shear wall assembled Big Space Residence system |
| CN108005266A (en) * | 2017-12-20 | 2018-05-08 | 中冶建筑研究总院有限公司 | A kind of strip frame precast reinforced concrete shear wall structure and preparation and installation method |
-
2016
- 2016-09-30 CN CN201621103905.2U patent/CN206174118U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245755A (en) * | 2016-09-30 | 2016-12-21 | 华东建筑设计研究院有限公司 | Diagonal brace enhanced type steel frame-shear wall assembled Big Space Residence system |
| CN106245755B (en) * | 2016-09-30 | 2021-07-09 | 华东建筑设计研究院有限公司 | Diagonal bracing enhanced steel frame-shear wall assembly type large-space residential system |
| CN108005266A (en) * | 2017-12-20 | 2018-05-08 | 中冶建筑研究总院有限公司 | A kind of strip frame precast reinforced concrete shear wall structure and preparation and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170517 Effective date of abandoning: 20210709 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20170517 Effective date of abandoning: 20210709 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |