CN204703545U - A kind of reinforcing mixing board wall for brick is taken root structure - Google Patents

A kind of reinforcing mixing board wall for brick is taken root structure Download PDF

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Publication number
CN204703545U
CN204703545U CN201520283152.7U CN201520283152U CN204703545U CN 204703545 U CN204703545 U CN 204703545U CN 201520283152 U CN201520283152 U CN 201520283152U CN 204703545 U CN204703545 U CN 204703545U
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CN
China
Prior art keywords
wall
brick
reinforcing
shear
board
Prior art date
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
CN201520283152.7U
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Chinese (zh)
Inventor
杨晓慧
黄宁
崔朔阳
王学东
崔曼曼
刘金亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinohit gorun (Beijing) Low Carbon Technology Co. Ltd.
China Construction First Group Corp Ltd
Beijing Architectural Design Institute of China Construction Corp Ltd
Original Assignee
China Construction First Group Corp Ltd
Beijing Architectural Design Institute of China Construction Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction First Group Corp Ltd, Beijing Architectural Design Institute of China Construction Corp Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN201520283152.7U priority Critical patent/CN204703545U/en
Application granted granted Critical
Publication of CN204703545U publication Critical patent/CN204703545U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of reinforcing mixing board wall for brick to take root structure, comprise brick wall and be arranged at the floor on described brick wall top, shear wall is had additional on described floor top, board wall is had additional in described brick wall both sides, described shear wall is connected with described floor by board wall reinforcing bar by shear force wall reinforcing steel bar, described board wall, and with the grade embedded in described brick wall for muscle anchoring.The utility model had both met building function to be needed and greatly reduces reinforcing amount, not only shortens the duration, also a saving cost.

Description

A kind of reinforcing mixing board wall for brick is taken root structure
Technical field
The utility model relates to building reinforce design field, particularly relates to a kind of reinforcing mixing board wall for brick and to take root structure.
Background technology
At present, in the reinforcing process of brick mix structure board wall, often can run into top layer because of large space needs to cause the problem of spacious few wall, and this is unfavorable for the transmission of horizontal earthquake shear, causes poor seismic behavior.Common way is on structure board wall underpinning, sets up land shear wall, to meet top wall pitch requirements at certain position.But this way is because newly-increased shear wall needs to arrange layer by layer, and to take root needs for meeting shear wall, must set up basis under wall, thus cause reinforcing amount large, claim for eot, cost increases, and have impact on the using function of lower floor.
Summary of the invention
The utility model mainly solves board wall stabilization works lower floor not to be needed, and only has top layer because increasing the problem of taking root of wall when the few wall of spaciousness needs to set up shear wall newly.
The technical solution adopted in the utility model is: a kind of reinforcing mixing board wall for brick is taken root structure, comprise brick wall and be arranged at the floor on described brick wall top, shear wall is had additional on described floor top, board wall is had additional in described brick wall both sides, described shear wall is connected with described floor by board wall reinforcing bar by shear force wall reinforcing steel bar, described board wall, and with the grade embedded in described brick wall for muscle anchoring.
Preferably, the longitudinal reinforcement of described board wall upwards penetrates described floor bending lap receipts head and welds together.
Preferably, described grade upwards anchors in described shear wall for muscle, adopts bar planting mode to implant in described brick wall downwards.
Preferably, described shear wall and described board wall are formed by the mode of carrying out concreting on described shear force wall reinforcing steel bar and described board wall reinforcing bar.
The beneficial effects of the utility model are: owing to have employed technique scheme, and the utility model had both met building function to be needed and greatly reduce reinforcing amount, shortens the duration, has saved cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
In brick mix structure board wall reinforcing process, often can run into top layer needs to cause spacious few wall because of large space, is unfavorable for the transmission of horizontal earthquake shear, poor seismic behavior.Usual way is on structure board wall underpinning, sets up land shear wall, to meet top wall pitch requirements at certain position.But this way is because newly-increased shear wall needs to arrange layer by layer, and to take root needs for meeting shear wall, must set up basis under wall, thus cause reinforcing amount large, claim for eot, cost increases, and have impact on lower floor using function.This patent efficiently solves this difficult problem.
In order to solve the problems of the technologies described above, technical essential of the present utility model is as follows: as shown in Figure 1, and new shear wall 2 is set up at correct position place, upper strata in brick wall 3 position that corresponding lower floor will carry out board wall reinforcing.The longitudinal reinforcement 6 of bottom board wall 4 penetrates floor 1 and bends and overlap and weld mutually, top is covered when building new shear wall concrete simultaneously.Newly-increased body of wall longitudinal reinforcement receives head at floor absolute altitude bending lap.Newly-increased wall erects muscle and implants in former brick wall 3 according to bar planting mode, greater loss will be caused to former brick wall, for reducing bar planting boring amount, adopt the diameter erecting muscle homalographic with wall thicker, the dowel that spacing is larger replaces, and waits and upwards anchors in newly-increased shear wall for muscle 7, be connected with shear force wall reinforcing steel bar 5, downward employing bar planting mode is implanted in brick wall 3, and the bar planting degree of depth meets code requirement.Can convert by As y ∕ S value equivalence principle Deng for dowel.Finally carry out board wall 4, shear wall 2 concreting.
This patent current has been applied in exchange of technology center service room, Beijing and has added layer, rebuilds and transform fitting-out work.Exchange of technology center service room, Beijing adds layer, rebuilds and transforms fitting-out work, for two-layer brick mix structure, be built in the fifties in last century, the first floor is office and device rooms, two layers is open type office, because of original structure Seismic Bearing Capacity wretched insufficiency, therefore have employed the scheme of board wall reinforcing, with change structure system.Because two layers of cross wall spacing reach 36 meters, very spacious, be unfavorable for the transmission of horizontal earthquake shear.According to the method that this patent is introduced, one shear wall is set up at two layers in the position that the corresponding first floor carries out board wall reinforcing.And take root on the brick wall that board wall reinforcing is carried out in bottom.This engineering has been constructed more than 2 years, respond well, and after this engineering adopts this patent, both having met building function needs and greatly reduce reinforcing amount, the reduction of erection time, saving construction cost.
Obviously, above-described embodiment of the present utility model is only for the utility model example is clearly described, and is not the restriction to embodiment of the present utility model.For those of ordinary skill in the field, other multi-form change and variations can also be made on the basis of the above description.Here cannot give exhaustive to all embodiments.Every belong to the technical solution of the utility model the apparent change of amplifying out or variation be still in the row of protection domain of the present utility model.

Claims (4)

1. the reinforcing mixing board wall for brick is taken root structure, comprise brick wall and be arranged at the floor on described brick wall top, it is characterized in that, shear wall is had additional on described floor top, board wall is had additional in described brick wall both sides, described shear wall is connected with described floor by board wall reinforcing bar by shear force wall reinforcing steel bar, described board wall, and with the grade embedded in described brick wall for muscle anchoring.
2. reinforcing according to claim 1 is taken root structure, it is characterized in that, the longitudinal reinforcement of described board wall upwards penetrates described floor bending lap and receives head and weld together.
3. reinforcing according to claim 1 and 2 is taken root structure, and it is characterized in that, described grade upwards anchors in described shear wall for muscle, adopts bar planting mode to implant in described brick wall downwards.
4. reinforcing according to claim 1 and 2 is taken root structure, and it is characterized in that, described shear wall and described board wall are formed by the mode of carrying out concreting on described shear force wall reinforcing steel bar and described board wall reinforcing bar.
CN201520283152.7U 2015-05-05 2015-05-05 A kind of reinforcing mixing board wall for brick is taken root structure Expired - Fee Related CN204703545U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520283152.7U CN204703545U (en) 2015-05-05 2015-05-05 A kind of reinforcing mixing board wall for brick is taken root structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520283152.7U CN204703545U (en) 2015-05-05 2015-05-05 A kind of reinforcing mixing board wall for brick is taken root structure

Publications (1)

Publication Number Publication Date
CN204703545U true CN204703545U (en) 2015-10-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520283152.7U Expired - Fee Related CN204703545U (en) 2015-05-05 2015-05-05 A kind of reinforcing mixing board wall for brick is taken root structure

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107386676A (en) * 2016-02-17 2017-11-24 朱奎 Brick wall reinforced construction method
CN109113368A (en) * 2018-10-18 2019-01-01 中天建设集团有限公司 A kind of double net pulling type shear walls and its reinforced construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107386676A (en) * 2016-02-17 2017-11-24 朱奎 Brick wall reinforced construction method
CN109113368A (en) * 2018-10-18 2019-01-01 中天建设集团有限公司 A kind of double net pulling type shear walls and its reinforced construction method

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20160329

Address after: 100073, China Fengtai District Beijing No. 52 South Fourth Ring Road, China built a bureau building 9916

Patentee after: Beijing Architectural Design Institute of China Construction

Patentee after: China Construction Bureau (Group) Co., Ltd.

Patentee after: Sinohit gorun (Beijing) Low Carbon Technology Co. Ltd.

Address before: 100073, China Fengtai District Beijing No. 52 South Fourth Ring Road, China built a bureau building 9916

Patentee before: Beijing Architectural Design Institute of China Construction

Patentee before: China Construction Bureau (Group) Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151014

Termination date: 20170505

CF01 Termination of patent right due to non-payment of annual fee