CN201972271U - Novel precast reinforced concrete shear wall - Google Patents

Novel precast reinforced concrete shear wall Download PDF

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Publication number
CN201972271U
CN201972271U CN201120021029XU CN201120021029U CN201972271U CN 201972271 U CN201972271 U CN 201972271U CN 201120021029X U CN201120021029X U CN 201120021029XU CN 201120021029 U CN201120021029 U CN 201120021029U CN 201972271 U CN201972271 U CN 201972271U
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CN
China
Prior art keywords
box
reinforced concrete
shaped steel
shear
wing
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201120021029XU
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Chinese (zh)
Inventor
陈云
陈生明
折翠英
陈渊
陈杨
陈云霞
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陈云
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Publication date
Application filed by 陈云 filed Critical 陈云
Priority to CN201120021029XU priority Critical patent/CN201972271U/en
Application granted granted Critical
Publication of CN201972271U publication Critical patent/CN201972271U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a novel precast reinforced concrete shear wall, which belongs to the technical field of civil engineering architectural structures. The novel precast reinforced concrete shear wall comprises a plurality of spliced prefabricated panels, double-layer two-way-reinforcement reinforced concrete is arranged inside the prefabricated panels, and a rectangular frame formed by four case-shaped section shape steels in end-to-end connection is arranged on the periphery of the prefabricated panels. Reinforced concrete is poured into the case-shaped section shape steels, an inner side wing edge of each case-shaped section shape steel is used for fixing horizontal steel bars and vertical steel bars of the prefabricated panels, the outer side wing edge of each case-shaped section shape steel is provided with bolt holes, and each two prefabricated panels are spliced through high-strength bolts on construction site. The novel precast reinforced concrete shear wall is clear in concept, fine in overall performance, convenient in splicing, reliable in performance and beneficial to large-scale application and popularization.

Description

Novel prefabricated reinforced concrete shear wall
Technical field
The utility model relates to the civil engineering work technical field of structures, particularly a kind of novel prefabricated reinforced concrete shear wall.
Background technology
Shear wall structure is a kind of topmost lateral resisting system that high building structure adopts, but most of shear wall structure is the cast-in-place shear wall structure, and prefabricated shear wall structure system does not also reach widely to be used.Compare cast-in-place structural, the advantage of precast construction is to help building the industrialization of production, reduce on-the-spot wet trade, accelerate construction speed, reduction of erection time, but that its shortcoming is a globality is relatively poor with respect to cast-in-place structural, and Here it is, and prefabricated shear wall structure does not reach one of major reason of large-scale application, the scene splicing that to also have a factor that causes precast construction not popularize be precast construction is complicated, and performance is difficult for guaranteeing.
Therefore, it is good to develop a kind of overall performance, and splicing is convenient, and the novel prefabricated reinforced concrete shear wall of splicing dependable performance just seems both urgent and meaningful especially.
Summary of the invention
In order to overcome the weak point that present existing prefabricated reinforced concrete shear wall overall performance is relatively poor and splicing is complicated, the utility model provides a kind of overall performance good, and splicing is convenient, the novel prefabricated reinforced concrete shear wall of splicing dependable performance.
The technical scheme that the utility model adopted is a kind of novel prefabricated reinforced concrete shear wall, it is formed by the polylith splicing prefabricated wallboard, the inside of prefabricated panel is the steel concrete of double-layer double-direction arrangement of reinforcement, it around it rectangular shaped rim that four box section shaped steel link together from beginning to end and form, the inside fluid concrete of box section shaped steel, the inboard edge of a wing of box section shaped steel is used for fixing the horizontal distribution reinforcing bar and the vertical distribution reinforcement of prefabricated panel, the outer side wing edge of box section shaped steel has bolt hole, is stitched together by high-strength bolt between any two at the building-site prefabricated panel.
The inboard edge of a wing of described box section shaped steel with face that concrete contacts on should weld shear connector.
The web outside of described box section shaped steel is provided with stiffening rib.
The horizontal distribution reinforcing bar of described prefabricated panel and vertical distribution reinforcement can be fixed on the inboard edge of a wing of box section shaped steel by the mode of perforation plug welding, also can be at the end machining screw thread of horizontal distribution reinforcing bar and vertical distribution reinforcement, by the inboard edge of a wing of fixed by nut at box section shaped steel.
Described shear connector is peg or steel plate.
The utlity model has following remarkable advantage:
(1) overall performance is good.Compare present existing prefabricated reinforced concrete shear wall, advantage of the present utility model is exactly to connect by high-strength bolt between the prefabricated panel, so overall performance is good.
(2) splicing is convenient.Prefabricated panel is in advance good in factory process, transports to on-the-spot back directly with high-strength bolt splicing prefabricated wallboard together, so splicing easily, construction easily.
(3) splicing dependable performance.Because connecting method adopts the high-strength bolt connected mode of widespread usage in the steel work, so the splicing performance between the prefabricated panel is very reliable.
(4) anti-seismic performance is good.Be box section shaped steel around the prefabricated panel, the distortion that the rectangular shaped rim that box section shaped steel is formed can well confined concrete has strengthened the deformability of prefabricated panel, so ductility is good, anti-seismic performance is strong.
The utility model can be used in the various building structure, such as shear wall structure, frame shear wall structure in the tubular construction, not only helps the industrialization of building industry, and overall performance is good, splicing is convenient, connects reliably, and anti-seismic performance is good, significant, will be widely used in the civil engineering work technical field of structures.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the A-A profile of the structural representation of the utility model embodiment.
Digital implication is as follows in the accompanying drawing:
1-box section shaped steel; 2-horizontal distribution reinforcing bar; The vertical distribution reinforcement of 3-; The 4-stiffening rib; The 5-high-strength bolt; The 6-shear connector; The 7-nut.
The specific embodiment
Below in conjunction with the accompanying drawing illustrated embodiment the utility model is described in further detail.
Shown in accompanying drawing 1~2, the utility model is a kind of novel prefabricated reinforced concrete shear wall, it is formed by the polylith splicing prefabricated wallboard, the inside of prefabricated panel is the steel concrete of double-layer double-direction arrangement of reinforcement, it around it rectangular shaped rim that four box section shaped steel, 1 head and the tail link together and form, the inside fluid concrete of box section shaped steel 1, the inboard edge of a wing of box section shaped steel 1 is used for fixing the horizontal distribution reinforcing bar 2 and the vertical distribution reinforcement 3 of prefabricated panel, the outer side wing edge of box section shaped steel 1 has bolt hole, is stitched together by high-strength bolt 5 between any two at the building-site prefabricated panel.
The inboard edge of a wing of described box section shaped steel 1 with face that concrete contacts on should weld shear connector 6.
The web outside of described box section shaped steel 1 is provided with stiffening rib 4.
The horizontal distribution reinforcing bar 2 of described prefabricated panel and vertical distribution reinforcement 3 can be fixed on the inboard edge of a wing of box section shaped steel 1 by the mode of perforation plug welding, also can be fixed on the inboard edge of a wing of box section shaped steel 1 by nut 7 at the end machining screw thread of horizontal distribution reinforcing bar 2 and vertical distribution reinforcement 3.
Described shear connector 6 is peg or steel plate.
In the embodiment shown in the accompanying drawing 1~2, novel prefabricated reinforced concrete shear wall is formed by 6 splicing prefabricated wallboards, prefabricated panel is good in factory process in advance, after transporting to the job site, the lifting wallboard, have good positioning to be connected and fixed by high-strength bolt 5 between the rear wall plate, the inboard edge of a wing of box section shaped steel 1 with face that concrete contacts on welding shear connector 6, shear connector 6 is a peg, be used for strengthening being connected between box section shaped steel 1 and the concrete, the web outside of box section shaped steel 1 is provided with stiffening rib 4, the end machining screw thread of the horizontal distribution reinforcing bar 2 of prefabricated panel and vertical distribution reinforcement 3 is fixed on the inboard edge of a wing of box section shaped steel 1 by nut 7.
The utility model can be widely used in various shear wall structures, frame shear wall structure and the tubular construction, not only help the industrialization of building industry, and overall performance is good, and splicing is convenient, connects reliable, anti-seismic performance is good, the utility model clear concept, respond well, simple structure, easy construction helps realizing applying on a large scale.

Claims (5)

1. novel prefabricated reinforced concrete shear wall, it is formed by the polylith splicing prefabricated wallboard, it is characterized in that: the inside of described prefabricated panel is the steel concrete of double-layer double-direction arrangement of reinforcement, it around it rectangular shaped rim that four box section shaped steel link together from beginning to end and form, the inside fluid concrete of box section shaped steel, the inboard edge of a wing of box section shaped steel is used for fixing the horizontal distribution reinforcing bar and the vertical distribution reinforcement of prefabricated panel, the outer side wing edge of box section shaped steel has bolt hole, is stitched together by high-strength bolt between any two at the building-site prefabricated panel.
2. novel prefabricated reinforced concrete shear wall according to claim 1 is characterized in that: the inboard edge of a wing of described box section shaped steel with face that concrete contacts on should weld shear connector.
3. novel prefabricated reinforced concrete shear wall according to claim 1, it is characterized in that: the web outside of described box section shaped steel is provided with stiffening rib.
4. novel prefabricated reinforced concrete shear wall according to claim 1, it is characterized in that: the horizontal distribution reinforcing bar of described prefabricated panel and vertical distribution reinforcement can be fixed on the inboard edge of a wing of box section shaped steel by the mode of perforation plug welding, also can be at the end machining screw thread of horizontal distribution reinforcing bar and vertical distribution reinforcement, by the inboard edge of a wing of fixed by nut at box section shaped steel.
5. novel prefabricated reinforced concrete shear wall according to claim 2 is characterized in that: described shear connector is peg or steel plate.
CN201120021029XU 2011-01-24 2011-01-24 Novel precast reinforced concrete shear wall Expired - Fee Related CN201972271U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120021029XU CN201972271U (en) 2011-01-24 2011-01-24 Novel precast reinforced concrete shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120021029XU CN201972271U (en) 2011-01-24 2011-01-24 Novel precast reinforced concrete shear wall

Publications (1)

Publication Number Publication Date
CN201972271U true CN201972271U (en) 2011-09-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120021029XU Expired - Fee Related CN201972271U (en) 2011-01-24 2011-01-24 Novel precast reinforced concrete shear wall

Country Status (1)

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CN (1) CN201972271U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561554A (en) * 2012-02-16 2012-07-11 同济大学 Joint for wallboard components of precast concrete shear wall structure
CN106013516A (en) * 2016-07-12 2016-10-12 中国建筑第七工程局有限公司 Prefabricated reinforced concrete shear wall
CN106013514A (en) * 2016-07-05 2016-10-12 风范绿色建筑(常熟)有限公司 Steel tube combined wall component

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561554A (en) * 2012-02-16 2012-07-11 同济大学 Joint for wallboard components of precast concrete shear wall structure
CN102561554B (en) * 2012-02-16 2014-04-02 同济大学 Joint for wallboard components of precast concrete shear wall structure
CN106013514A (en) * 2016-07-05 2016-10-12 风范绿色建筑(常熟)有限公司 Steel tube combined wall component
CN106013516A (en) * 2016-07-12 2016-10-12 中国建筑第七工程局有限公司 Prefabricated reinforced concrete shear wall

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110914

Termination date: 20120124