CN205242701U - Lattice formula shaped steel concrete shear force wall by batten plate connection - Google Patents
Lattice formula shaped steel concrete shear force wall by batten plate connection Download PDFInfo
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- CN205242701U CN205242701U CN201520845687.9U CN201520845687U CN205242701U CN 205242701 U CN205242701 U CN 205242701U CN 201520845687 U CN201520845687 U CN 201520845687U CN 205242701 U CN205242701 U CN 205242701U
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- batten plate
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Abstract
The utility model provides a lattice formula shaped steel concrete shear force wall by batten plate connection is provided with the lattice formula shaped steel of being connected by the batten plate in this shear force wall, 2 are no less than to the batten plate quantity that adjacent batten plate interval should satisfy every floor. The utility model discloses lattice formula shaped steel concrete shear force wall by batten plate connection simple structure, reasonable, compact, this shear force wall have effectively improved shear force wall structural element's ductility, make it satisfy the structural seismic performance ization designing requirement, and this shear force wall construction is simple, can effectively save construction period and reduce construction cost.
Description
Technical field
The utility model relates to shear wall technology, relates in particular to a kind of lattice shaped steel coagulation being connected by batten plateSoil shear wall.
Background technology
At present, in the middle of China's Architectural Structure Design, no matter be shear wall structure, or framework-shearingWall construction, framework core wall structure, tube-in-tube structure, all adopt reinforced concrete shear wall as structureMain anti-vertical force, side force member, it is enough strong that reinforced concrete shear wall member is that structure improvesDegree, rigidity and stability, apply in the middle of the buildings such as house, office building, market hotel widely.
Along with the raising of China's economic development and gross national product, high-rise building is rapid in China's development,Nearly ten years, China builds up or has reached hundreds of in the high-rise building quantity that exceedes 150m of building,In 10 editions earthquake resistant codes and 10 editions high-rise Concrete Design codes, structure Performance Design is all proposed,Be difficult to meet the performance of structural design at the clean steel reinforced Concrete Shear-wall Structure member of Super High structural baseChange requirement, must some steel members be set in pure reinforced concrete shear wall member and improve pure reinforced concreteSoil nature energy.
In the time that pure reinforced concrete shear wall member is difficult to meet the requirement of structural elements Performance Design, conventionallyWay has: one, independent shaped steel is set in shear wall; Two, arrange along shear wall in shear wall insideThe steel plate of length direction, and along the steel plate length direction certain distance setting floor of putting more energy into, form built-in steel plateShear wall; Three, steel plate wraps in the outside formation encased steel plate shear wall of concrete shear force wall outward, by thisA little methods are carried out ductility and the bearing capacity of reinforcing steel bar concrete shear force wall. But, list is set in shear wallOnly shaped steel, does not connect between each shaped steel, and globality is poor, is difficult to bring into play completely the effect of shaped steel, logicalBe everlasting in relatively short high-rise building and use; Although built-in steel plate shear force wall and encased steel plate shear wallArmored concrete is combined closely with shaped steel, steel plate, and common ability to work is strong, greatly improves concrete shearingThe ductility of wall, but construction too complex, shear wall steel content is high, is conventionally highly exceeding the super of 400mIn skyscraper, use.
Utility model content
The purpose of this utility model is, poor for above-mentioned traditional reinforced concrete shear wall component ductility,In shear wall, arrange separately shaped steel Integral Differential, built-in steel plate shear force wall and encased steel plate shear wall construction complexityEtc. problem, a kind of lattice steel reinforced concrete shear walls being connected by batten plate is proposed, this shear wall can be effectiveThe ductility that improves shear wall structure member, makes it meet structural seismic performance designing requirement; And this shearingWall construction is simple, can effectively save the construction period, reduces construction cost.
For achieving the above object, the technical solution adopted in the utility model is: a kind of lattice that connected by batten plateStructure formula steel reinforced concrete shear walls, is provided with the lattice shaped steel being connected by batten plate in this shear wall.
Further, the cross section of described batten plate is I shape.
Further, described adjacent batten plate spacing is 1～2m.
Further, the batten plate quantity that described adjacent batten plate spacing should meet each floor is no less than 2.
The preparation method of the described lattice steel reinforced concrete shear walls being connected by batten plate: first according to shearingThe planar dimension size of wall member and the shaped steel area of design, the size of design shaped steel, the position of layoutPut; At the construction field (site) the vertical reinforcement of shaped steel periphery, stirrup, shaped steel are constructed together; To by batten plateEach independent shaped steel is joined together to form lattice Steel section member; The horizontal distribution steel of construction shear wallMuscle and vertical distribution bar; Last casting concrete, forms the lattice steel reinforced concrete being connected by batten plateShear wall.
Another object of the present utility model, also discloses a kind of building, comprises above-mentionedly being connected by batten plateLattice steel reinforced concrete shear walls.
Another object of the present utility model, also discloses a kind of structure thing, comprises above-mentioned by batten plate companyThe lattice steel reinforced concrete shear walls connecing.
The lattice steel reinforced concrete shear walls that the utility model is connected by batten plate, simple and reasonable for structure,Compactness, has the following advantages compared with prior art:
1. the utility model arranges the lattice shaped steel being connected by batten plate in shear wall, has improved shear wallThe ductility of structural elements, makes it meet structural seismic performance designing requirement.
2. by Site Welding batten plate, each independent shaped steel is joined together to form to lattice shaped steel structurePart, can work each shaped steel jointly, and entirety is good, more can bring into play the performance of shaped steel, but also canWith the bonding between enhancement mode Steel concrete, strengthen cooperative performance between concrete and shaped steel.
3. the utility model shear wall construction is simple, can effectively save the construction period, reduces construction cost.
In the lattice steel reinforced concrete shear walls that the utility model is connected by batten plate about concrete, vertical muscle,The requirement that is welded to connect, processes and construct between stirrup, shaped steel, steel construction all can be by " concrete knotStructure design specification " (GB50010-2010), " Code for design of steel structures (GB50017-2003), " buildBuild earthquake resistant design code " (GB50011-2010), " skyscraper steel-concrete combined structure designCode " (CECS230:2008) etc. specification, code are carried out.
Brief description of the drawings
Fig. 1 is the lateral cross section of a kind of lattice steel reinforced concrete shear walls being connected by batten plate of the utility modelFigure;
Fig. 2 is the longitudinal cross-section of a kind of lattice steel reinforced concrete shear walls being connected by batten plate of the utility modelFigure;
Fig. 3 is the axial cross section schematic diagram of batten plate in Fig. 2.
Detailed description of the invention
Below in conjunction with embodiment, the utility model is further illustrated:
Embodiment 1
The present embodiment discloses a kind of lattice steel reinforced concrete shear walls being connected by batten plate, in this shear wallBe provided with the lattice shaped steel being connected by batten plate, independently shaped steel links into an integrated entity by batten plate. DescribedThe cross section of batten plate is I shape. Described adjacent batten plate spacing equates to be 1.5m.
The preparation method of the described lattice steel reinforced concrete shear walls being connected by batten plate: first according to shearingThe planar dimension size of wall member and the shaped steel area of design, the size of design shaped steel, the position of layoutPut; At the construction field (site) the vertical reinforcement of shaped steel periphery, stirrup, shaped steel are constructed together; To by batten plateEach independent shaped steel is joined together to form lattice Steel section member; The horizontal distribution steel of construction shear wallMuscle and vertical distribution bar; Last casting concrete, forms the lattice steel reinforced concrete being connected by batten plateShear wall.
Embodiment 2
The present embodiment discloses a kind of lattice steel reinforced concrete shear walls being connected by batten plate, belongs to architectural engineeringField. By the shaped steel arranging separately in shear wall by batten plate Site Welding together, composition is connected by batten plateLattice shaped steel, and be placed in reinforced concrete shear wall, form a kind of new shape steel reinforced concrete and cutPower wall.
The concrete structure of the lattice steel reinforced concrete shear walls being connected by batten plate is as Figure 1-3: comprise shaped steel1, batten plate 2, floor stiff girder 3, the vertical distribution bar 4 of shear wall, shear wall horizontal distribution reinforcing bar 5, cutPower wall edge member sleeper stirrup 6, shear wall edge member sleeper vertical reinforcement 7, the signal of architecture storey positionLine is 8.
When application, shaped steel 1, batten plate 2, floor stiff girder 3 machine in advance in steel construction factory; Shaped steel1 is welded to connect at the construction field (site) with batten plate 2, floor stiff girder 3, and the spacing between batten plate is 1～2m, andExcept floor stiff girder 3, the batten plate quantity of each floor is not less than 2; Shaped steel 1 and shear wall edge structurePart sleeper stirrup 6, shear wall edge member sleeper vertical reinforcement 7 are constructed together, then carry out shaped steel 1 and batten plate2, being welded to connect between floor stiff girder 3, the vertical distribution bar 4 of the shear wall of then constructing and shear wall waterFlat distribution bar 5, finally pours into a mould shear wall concrete
Finally it should be noted that: above each embodiment is only in order to the technical solution of the utility model to be described, but notTo its restriction; Although the utility model is had been described in detail with reference to aforementioned each embodiment, this areaThose of ordinary skill is to be understood that: its technical scheme that still can record aforementioned each embodiment is repaiiedChange, or some or all of technical characterictic is wherein equal to replacement; And these amendments or replacement,Do not make the essence of appropriate technical solution depart from the scope of the each embodiment technical scheme of the utility model.
Claims (3)
1. the lattice steel reinforced concrete shear walls being connected by batten plate, is characterized in that, is provided with the lattice shaped steel being connected by batten plate in this shear wall, and described adjacent batten plate spacing is 1～2m.
2. the lattice steel reinforced concrete shear walls being connected by batten plate according to claim 1, is characterized in that, the cross section of described batten plate is I shape.
3. the lattice steel reinforced concrete shear walls being connected by batten plate according to claim 1, is characterized in that, the batten plate quantity that described adjacent batten plate spacing should meet each floor is no less than 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520845687.9U CN205242701U (en) | 2015-10-28 | 2015-10-28 | Lattice formula shaped steel concrete shear force wall by batten plate connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520845687.9U CN205242701U (en) | 2015-10-28 | 2015-10-28 | Lattice formula shaped steel concrete shear force wall by batten plate connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205242701U true CN205242701U (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520845687.9U Expired - Fee Related CN205242701U (en) | 2015-10-28 | 2015-10-28 | Lattice formula shaped steel concrete shear force wall by batten plate connection |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN108035483A (en) * | 2017-12-19 | 2018-05-15 | 浙江绿筑集成科技有限公司 | H-type edge posts are put more energy into arc floor steel reinforced concrete compound shear wall and production method |
| CN110820996A (en) * | 2019-10-29 | 2020-02-21 | 北京工业大学 | Deformation-controllable combined shear wall and manufacturing method thereof |
| CN110820997A (en) * | 2019-10-29 | 2020-02-21 | 北京工业大学 | Deformation-controllable combined shear wall and manufacturing method thereof |
-
2015
- 2015-10-28 CN CN201520845687.9U patent/CN205242701U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN108035483A (en) * | 2017-12-19 | 2018-05-15 | 浙江绿筑集成科技有限公司 | H-type edge posts are put more energy into arc floor steel reinforced concrete compound shear wall and production method |
| CN110820996A (en) * | 2019-10-29 | 2020-02-21 | 北京工业大学 | Deformation-controllable combined shear wall and manufacturing method thereof |
| CN110820997A (en) * | 2019-10-29 | 2020-02-21 | 北京工业大学 | Deformation-controllable combined shear wall and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160518 Termination date: 20191028 |