CN205421616U - Assemble integral shear force wall with steel pipe concrete edge member - Google Patents
Assemble integral shear force wall with steel pipe concrete edge member Download PDFInfo
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- CN205421616U CN205421616U CN201521071640.8U CN201521071640U CN205421616U CN 205421616 U CN205421616 U CN 205421616U CN 201521071640 U CN201521071640 U CN 201521071640U CN 205421616 U CN205421616 U CN 205421616U
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Abstract
The utility model provides an assemble integral shear force wall with steel pipe concrete edge member, the shear force wall includes prefabricated wallboard and connects in the steel pipe concrete edge member of prefabricated wallboard side, the steel pipe concrete component includes node post and the connection limb that outwards extends from the node post, it is connected with prefabricated wallboard to connect the outside tip that extends of limb, node post and prefabricated wallboard and to be connected the limb aequilate, connect the limb including two block at least limb boards that are located the surface, limb board rigid coupling is between node post and prefabricated wallboard and then form and wait to pour the space. The utility model discloses the various problems that the integral shear wall structure of current assembly exists have been avoided to further improve the atress performance and the anti -seismic performance of shear force wall.
Description
Technical field
This utility model relates to a kind of shear wall, is specifically related to a kind of shear wall with steel pipe concrete edge member.
Background technology
At present, country is just carrying forward vigorously architectural industrialization, by overall assembled architectural structure system, it is achieved save construction material, the material consumption energy consumption of reduction building industry, and reducing the building industry pollution to environment, these are all the inevitable requirements with friendly environment society of building a resource-conserving society.
But, there is an a lot of difficult problem in existing precast shear wall structure design and construction system.Such as: a. wall column vertical reinforcement use sleeve grouting connected mode, grouting quality is not had so far detection method so that grouting quality it is difficult to ensure that, even have influence on the safety of structure；B. node connects and the complexity of construction is higher, need to point out should not be used in the region of basement and shear wall structure by specification in practice of construction；C. when prefabricated panel is installed, the reserved steel bar of cast-in-place wall section internal memory is fought with sleeper stirrup joint bar, interior template is stayed the Screw arbor with nut at both-ends hole set to be often difficult to mate with the embedded part on prefabricated panel, spillage when in turn resulting in cast concrete；D. when prefabricated panel lifting is installed, need to be with bearing diagonal as interim stabilization rod member, and need perpendicularity inside and outside absolute altitude, level and plane is repeatedly regulated, bearing diagonal rod member is staggered, the supporting embedded part of floor face protrudes, need to set up outer builder's jack when installing, make installation more complicated, and construction quality and site operation safety should not be ensured.
Utility model content
For overcoming the defect existing for prior art, now provide a kind of assembled integral shear wall with steel pipe concrete edge member, to avoid the various problems existing for existing shear wall structure, and improve stress performance and the anti-seismic performance of shear wall further.
For achieving the above object, a kind of assembled integral shear wall with steel pipe concrete edge member is provided, shear wall includes prefabricated panel and is connected to the steel pipe concrete component at prefabricated panel side edge, steel pipe concrete component includes node post and from node post outward extending connection limb, connect the outward extending end of limb to be connected with prefabricated panel, node post and prefabricated panel and to be connected limb wide, connecting at least two blocks of limb plates that limb includes being positioned at outer surface, limb plate is fixed between node post and prefabricated panel and then is formed treats casting space.
Having the beneficial effects that of this utility model shear wall,
Replace masonry panel by setting up steel pipe concrete component in the side edge of prefabricated panel, promote stress performance and the anti-seismic performance of shear wall, simplify work progress.
Preferably, prefabricated panel is precast concrete wall panel or precast rib combined wall board.
Preferably, between the adjacent two blocks of limb plates in each connection limb, septal branch is provided with dividing plate, and then isolation forms multiple rooms to be poured in treating casting space.
Preferably, divider upright is in limb plate.
Preferably, connect between the outward extending end of limb and prefabricated panel and be connected with each other by a connecting wall.
Preferably, connecting wall includes connecting template, anchor connection muscle and anchoring plate body, connect template on the surface of connecting wall and to be fixed between connection limb and prefabricated panel, anchor connection muscle and anchoring plate body are fixed in the connection outward extending end of limb and extend to prefabricated panel, by connecting template casting concrete in connecting wall.
Preferably, anchoring plate body includes the riser being fixedly connected with each other and transverse slat and then forms the platy structure of T-shaped, offering connecting hole on riser, the affixed wallboard connecting plate that extends in the side edge of prefabricated panel, wallboard connecting plate correspondence connecting hole perforate and then bolt are connected to riser.
Preferably, many anchor bars and polylith anchoring plate body lay respectively at differing heights and are vertically fixed in the connection outward extending end of limb, and wallboard connecting plate has polylith and is connected respectively in every piece of riser.
Accompanying drawing explanation
Fig. 1 is the integral planar cross-sectional schematic of this utility model shear wall；
Fig. 2 is the structure for amplifying schematic diagram of a-quadrant in Fig. 1；
Fig. 3 is the quadrate steel pipe column side schematic view in corresponding diagram 2.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model being described, those skilled in the art can be understood other advantages of the present utility model and effect easily by the content disclosed by this specification.This utility model can also be carried out by the most different detailed description of the invention or apply, and the every details in this specification can also carry out various modification or change based on different viewpoints and application under without departing from spirit of the present utility model.
Shown in Fig. 1 and Fig. 2, this utility model provides a kind of shear wall with steel pipe concrete edge member, shear wall includes prefabricated panel 1 and is connected to the steel pipe concrete edge member 2 of prefabricated panel 1 side, steel pipe concrete edge member 2 includes node post 20 and from node post 20 outward extending connection limb 30, connect the outward extending end of limb 30 to be connected with prefabricated panel 1, node post 20 and prefabricated panel 1 and to be connected limb 30 wide, connect at least two blocks of limb plates 32 that limb 30 includes being positioned at outer surface, limb plate 32 is fixed between node post 20 and prefabricated panel 1 and then is formed treats casting space 34, this treats casting concrete in casting space 34.
The most preferably, prefabricated panel 1 is (PC) precast concrete wall panel or precast rib combined wall board.
As in figure 2 it is shown, specifically, between the adjacent two blocks of limb plates 32 in each connection limb 30, septal branch is provided with dividing plate 36, and then isolation forms multiple rooms to be poured in treating casting space.The most preferably, dividing plate 36 is perpendicular to limb plate 32.With this, form the steel pipe column compound wall structure of steel flanged beam in prefabricated panel 1 lateral edge, and then promote stress performance and the anti-seismic performance of shear wall.
Further, connect between the outward extending end of limb 30 and prefabricated panel 1 and be connected with each other by a connecting wall 4.This connecting wall 4 includes connecting template 40, anchor connection muscle 42 and anchoring plate body 44, connect template 40 at the outer surface of connecting wall 4 and to be fixed between connection limb 30 and prefabricated panel 1, anchor connection muscle 42 and anchoring plate body 44 are fixed in the connection outward extending end of limb 30 and extend to prefabricated panel 1, it is welded on dividing plate 36 at connecting wall 4 casting concrete, anchor connection muscle 42 by the connection template 40 being positioned at inside and outside two sides.
Shown in Fig. 2 and Fig. 3, in more detail, above-mentioned anchoring plate body 44 includes the riser 440 being fixedly connected with each other and transverse slat 442 and then forms the platy structure of T-shaped, connecting hole 444 is offered on riser 440, and the affixed wallboard connecting plate 10 that extends in side edge of prefabricated panel 1, corresponding connecting hole 444 perforate of wallboard connecting plate 10 and then bolt are connected to riser 440.Certainly, the side edge of prefabricated panel 1 has the reinforcing bar stretched out, and the reinforcing bar stretched out being positioned at diverse location height can overlap and freeze solidly on connecting wall 4 with transverse slat 442.
Such as Fig. 3, the most preferably, many anchor connection reinforcing bars 42 and polylith anchoring plate body 44 lay respectively at differing heights and are vertically fixed in the connection outward extending end of limb 30, and wallboard connecting plate 10 has polylith and is connected respectively in every piece of riser 440.
After completing above-mentioned implementation process, following characteristics of the present utility model should be able to be embodied:
1) use concrete filled square steel tube as shear wall edge member, improve the resistance to compression of shear wall, tension and shear-carrying capacity, improve the anti-seismic performance of structure；Steel plate hold concurrently node area and with precast wall body linkage section cast-in-situ concrete formwork, reduce formwork erection field operation, be suitable for the type building such as house, apartment, hotel.
2) precast wall body is installed and is used pre-buried steel plate, bolt to be connected with quadrate steel pipe column, during installation, absolute altitude and the plan-position of PC prefabricated panel settle at one go, replace the temporary supporting system of existing PC prefabricated panel, and external scaffolding can be cancelled, thus it is greatly improved installation quality, efficiency and safety.
3) building in the range of maxi-mum height, by use precast rib combined wall board as shear wall, can control structure global stiffness better, and reduce on-the-spot secondary structure and the workload of building construction, the beneficially economy of structure design.
It should be noted that, structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only in order to coordinate the content disclosed in description, understand for those skilled in the art and read, it is not limited to the enforceable qualifications of this utility model, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, under not affecting effect that this utility model can be generated by and the purpose that can reach, all should still fall in the range of the technology contents disclosed in this utility model obtains and can contain.Simultaneously, in this specification cited as " on ", D score, "left", "right", the term of " middle " and " " etc., it is merely convenient to understanding of narration, and it is not used to limit the enforceable scope of this utility model, being altered or modified of its relativeness, changing under technology contents without essence, when being also considered as the enforceable category of this utility model.
Being described in detail this utility model above in association with accompanying drawing embodiment, this utility model can be made many variations example by those skilled in the art according to the above description.Thus, some details in embodiment should not constitute restriction of the present utility model, this utility model by the scope that defines using appended claims as protection domain.
Claims (8)
1. an assembled integral shear wall with steel pipe concrete edge member, it is characterized in that, described shear wall includes prefabricated panel and is connected to the steel pipe concrete edge member of described prefabricated panel side, described steel pipe concrete edge member includes node post and from described node post outward extending connection limb, the described outward extending end of connection limb is connected with described prefabricated panel, described node post and described prefabricated panel and described to be connected limb wide, described connection limb includes at least two blocks of limb plates being positioned at outer surface, described limb plate is fixed between described node post and described prefabricated panel and then is formed treats casting space.
Assembled integral shear wall the most according to claim 1, it is characterised in that
Between adjacent two blocks of described limb plates in each described connection limb, septal branch is provided with dividing plate, so in described treat casting space in isolation form multiple rooms to be poured.
Assembled integral shear wall the most according to claim 2, it is characterised in that
Described divider upright is in described limb plate.
Assembled integral shear wall the most according to claim 1, it is characterised in that
It is connected with each other by a connecting wall between the described outward extending end of connection limb and described prefabricated panel.
Assembled integral shear wall the most according to claim 4, it is characterised in that
Described connecting wall includes connecting template, anchor connection muscle and anchoring plate body, described connection template is on the surface of described connecting wall and is fixed between described connection limb and described prefabricated panel, described anchor connection muscle and described anchoring plate body are fixed in the described outward extending end of connection limb and extend to described prefabricated panel, by described connection template casting concrete in described connecting wall.
Assembled integral shear wall the most according to claim 5, it is characterised in that
Described anchoring plate body includes the riser being fixedly connected with each other and transverse slat and then forms the platy structure of T-shaped, connecting hole is offered on described riser, the affixed wallboard connecting plate that extends in the side edge of described prefabricated panel, the corresponding described connecting hole perforate of described wallboard connecting plate and then bolt are connected to described riser.
Assembled integral shear wall the most according to claim 6, it is characterised in that
Anchoring plate body described in many described anchor bars and polylith lay respectively at differing heights and be vertically fixed in the described outward extending end of connection limb, described wallboard connecting plate has polylith and is connected respectively in riser every piece described.
Assembled integral shear wall the most according to claim 1, it is characterised in that
Described prefabricated panel is precast concrete wall panel or precast rib combined wall board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521071640.8U CN205421616U (en) | 2015-12-21 | 2015-12-21 | Assemble integral shear force wall with steel pipe concrete edge member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521071640.8U CN205421616U (en) | 2015-12-21 | 2015-12-21 | Assemble integral shear force wall with steel pipe concrete edge member |
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| Publication Number | Publication Date |
|---|---|
| CN205421616U true CN205421616U (en) | 2016-08-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201521071640.8U Expired - Fee Related CN205421616U (en) | 2015-12-21 | 2015-12-21 | Assemble integral shear force wall with steel pipe concrete edge member |
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| CN (1) | CN205421616U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222322A (en) * | 2017-12-19 | 2018-06-29 | 浙江绿筑集成科技有限公司 | A kind of rod-pulling type faced wall construction method |
| CN108412085A (en) * | 2018-03-16 | 2018-08-17 | 吉林建筑大学 | Steel reinforced concrete shear walls edge member and method of construction |
| CN109680835A (en) * | 2019-02-15 | 2019-04-26 | 姚攀峰 | A kind of self-bearing type precast concrete wall panel, concrete walls, structural system and engineering method |
| CN109944361A (en) * | 2019-04-09 | 2019-06-28 | 河南绿建建筑科技有限公司 | The high steel concrete compound tube T-type node of shearing strength |
| CN110005092A (en) * | 2019-04-12 | 2019-07-12 | 中国建筑设计研究院有限公司 | A kind of dry wall and house body |
| CN111231075A (en) * | 2020-01-20 | 2020-06-05 | 江苏博森建筑设计有限公司 | Forming die of anti-seismic prefabricated wall beam structure and construction method thereof |
| CN111636562A (en) * | 2020-05-27 | 2020-09-08 | 安徽富煌钢构股份有限公司 | Assembled high-rise steel structure house double steel plate concrete combined shear wall frame structure |
| CN113718753A (en) * | 2021-06-15 | 2021-11-30 | 中交二航局第三工程有限公司 | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method |
-
2015
- 2015-12-21 CN CN201521071640.8U patent/CN205421616U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222322A (en) * | 2017-12-19 | 2018-06-29 | 浙江绿筑集成科技有限公司 | A kind of rod-pulling type faced wall construction method |
| CN108412085A (en) * | 2018-03-16 | 2018-08-17 | 吉林建筑大学 | Steel reinforced concrete shear walls edge member and method of construction |
| CN108412085B (en) * | 2018-03-16 | 2019-10-08 | 吉林建筑大学 | Steel reinforced concrete shear walls edge member and method of construction |
| CN109680835A (en) * | 2019-02-15 | 2019-04-26 | 姚攀峰 | A kind of self-bearing type precast concrete wall panel, concrete walls, structural system and engineering method |
| CN109680835B (en) * | 2019-02-15 | 2024-03-22 | 姚攀峰 | Self-supporting precast concrete wallboard, concrete wall, structural system and construction method |
| CN109944361A (en) * | 2019-04-09 | 2019-06-28 | 河南绿建建筑科技有限公司 | The high steel concrete compound tube T-type node of shearing strength |
| CN109944361B (en) * | 2019-04-09 | 2024-05-03 | 河南绿建建筑科技有限公司 | T-shaped node of steel concrete combined pipe with high shear strength |
| CN110005092A (en) * | 2019-04-12 | 2019-07-12 | 中国建筑设计研究院有限公司 | A kind of dry wall and house body |
| CN111231075A (en) * | 2020-01-20 | 2020-06-05 | 江苏博森建筑设计有限公司 | Forming die of anti-seismic prefabricated wall beam structure and construction method thereof |
| CN111636562A (en) * | 2020-05-27 | 2020-09-08 | 安徽富煌钢构股份有限公司 | Assembled high-rise steel structure house double steel plate concrete combined shear wall frame structure |
| CN113718753A (en) * | 2021-06-15 | 2021-11-30 | 中交二航局第三工程有限公司 | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20160803 Termination date: 20201221 |