CN203701434U - Reinforcement horizontal locating ladder for shear wall - Google Patents

Reinforcement horizontal locating ladder for shear wall Download PDF

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Publication number
CN203701434U
CN203701434U CN201320858522.6U CN201320858522U CN203701434U CN 203701434 U CN203701434 U CN 203701434U CN 201320858522 U CN201320858522 U CN 201320858522U CN 203701434 U CN203701434 U CN 203701434U
Authority
CN
China
Prior art keywords
reinforcement
reinforcements
horizontal
shear wall
ladder
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
CN201320858522.6U
Other languages
Chinese (zh)
Inventor
张鑫宇
张�林
于国帅
王磊
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.)
SHANDONG WANXIN CONSTRUCTION CO Ltd
Original Assignee
SHANDONG WANXIN CONSTRUCTION CO 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 SHANDONG WANXIN CONSTRUCTION CO Ltd filed Critical SHANDONG WANXIN CONSTRUCTION CO Ltd
Priority to CN201320858522.6U priority Critical patent/CN203701434U/en
Application granted granted Critical
Publication of CN203701434U publication Critical patent/CN203701434U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model belongs to the field of building tools and in particular relates to a reinforcement horizontal locating ladder for a shear wall. The reinforcement horizontal locating ladder comprises two horizontal reinforcements with the diameter of 14-16mm and the length of 3-5m, wherein a plurality of connecting reinforcements are welded between the two horizontal reinforcements, the length of each connecting reinforcement is equal to the thickness of a wall body, a distance between two adjacent connecting reinforcements is equal to a distance between two adjacent vertical reinforcements of the shear wall, and the distances of the two ends of each connecting reinforcement protruding each horizontal reinforcement are equal. By virtue of adopting the reinforcement horizontal locating ladder, the distance and array pitch between the two adjacent vertical reinforcements of the shear wall are controllable; the reinforcement horizontal locating ladder can be manufactured by utilizing waste reinforcements, can be revolved and reused, is in energy saving, is environmental friendly and has remarkable economic benefit.

Description

Shear force wall reinforcing steel bar horizontal location ladder
Technical field
The utility model relates to a kind of shear force wall reinforcing steel bar horizontal location ladder, belongs to building implement field.
Background technology
When shear wall concreting, because concrete impact force is larger, easily cause shear force wall reinforcing steel bar to be subjected to displacement, when serious, directly affect the stress performance of shear wall, and then affect the construction quality of shear wall.
Utility model content
The technical problems to be solved in the utility model is: a kind of shear force wall reinforcing steel bar horizontal location ladder is provided, and simple in structure, can control spacing, the array pitch of shear wall body vertical reinforcement, can adopt the discarded reinforcing bar in building site to make, energy-conserving and environment-protective.
Shear force wall reinforcing steel bar horizontal location ladder described in the utility model, comprise that two diameters are the horizontal reinforcement that 14mm~16mm, length are 3~5m, between two horizontal reinforcements, be welded with several connecting reinforcements, the length of connecting reinforcement is thickness of wall body, the spacing of adjacent connecting reinforcement is consistent with shear wall vertical reinforcement spacing, and the distance that horizontal reinforcement is exposed at connecting reinforcement two ends equates.
When use, at the bottom of top board, the above 100mm of absolute altitude position arranges this horizontal location ladder, by the support to the main muscle of cage of reinforcement and constraint, cage of reinforcement is positioned shear force wall reinforcing steel bar skeleton upper end is not swung, ensure can retrain the displacement of shear wall vertical reinforcement in concreting process, reach spacing, the array pitch object of controlling shear wall body vertical reinforcement, ensure construction quality, and the quality of shear wall.
The beneficial effects of the utility model are:
1. can control spacing, the array pitch of shear wall body vertical reinforcement;
2. can utilize discarded reinforcement fabrication, can have enough to meet the need recycling, energy-conserving and environment-protective, remarkable in economical benefits.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure: 1, horizontal reinforcement 2, connecting reinforcement 3, vertical reinforcement.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further:
As shown in Figure 1, shear force wall reinforcing steel bar horizontal location ladder described in the utility model, comprise that two diameters are the horizontal reinforcement 1 that 14mm~16mm, length are 3~5m, between two horizontal reinforcements 1, be welded with several connecting reinforcements 2, the length of connecting reinforcement 2 is thickness of wall body, the spacing of adjacent connecting reinforcement 2 is consistent with shear wall vertical reinforcement spacing, and the distance that horizontal reinforcement 1 is exposed at connecting reinforcement 2 two ends equates.
When use, at the bottom of top board, the above 100mm of absolute altitude position arranges this horizontal location ladder, by the support to the main muscle of cage of reinforcement and constraint, cage of reinforcement is positioned shear force wall reinforcing steel bar skeleton upper end is not swung, ensure can retrain 3 displacements of shear wall vertical reinforcement in concreting process, reach spacing, the array pitch object of controlling shear wall body vertical reinforcement 3, ensure construction quality, and the quality of shear wall.

Claims (1)

1. a shear force wall reinforcing steel bar horizontal location ladder, it is characterized in that: comprise that two diameters are the horizontal reinforcement (1) that 14mm~16mm, length are 3~5m, between two horizontal reinforcements (1), be welded with several connecting reinforcements (2), the length of connecting reinforcement (2) is thickness of wall body, the spacing of adjacent connecting reinforcement (2) is consistent with shear wall vertical reinforcement spacing, and the distance that horizontal reinforcement (1) is exposed at connecting reinforcement (2) two ends equates.
CN201320858522.6U 2013-12-24 2013-12-24 Reinforcement horizontal locating ladder for shear wall Expired - Fee Related CN203701434U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320858522.6U CN203701434U (en) 2013-12-24 2013-12-24 Reinforcement horizontal locating ladder for shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320858522.6U CN203701434U (en) 2013-12-24 2013-12-24 Reinforcement horizontal locating ladder for shear wall

Publications (1)

Publication Number Publication Date
CN203701434U true CN203701434U (en) 2014-07-09

Family

ID=51051890

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320858522.6U Expired - Fee Related CN203701434U (en) 2013-12-24 2013-12-24 Reinforcement horizontal locating ladder for shear wall

Country Status (1)

Country Link
CN (1) CN203701434U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155853A (en) * 2015-08-20 2015-12-16 中铁建大桥工程局集团第五工程有限公司 Process for positioning and constructing reinforced concrete for high-rise residential buildings
CN111119468A (en) * 2020-01-17 2020-05-08 浙江省三建建设集团有限公司 Reinforcing steel bar protection device and method in slip film construction
CN111827686A (en) * 2020-07-13 2020-10-27 浙江省三建建设集团有限公司 Horizontal steel bar positioning device in slip film construction and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155853A (en) * 2015-08-20 2015-12-16 中铁建大桥工程局集团第五工程有限公司 Process for positioning and constructing reinforced concrete for high-rise residential buildings
CN111119468A (en) * 2020-01-17 2020-05-08 浙江省三建建设集团有限公司 Reinforcing steel bar protection device and method in slip film construction
CN111827686A (en) * 2020-07-13 2020-10-27 浙江省三建建设集团有限公司 Horizontal steel bar positioning device in slip film construction and construction 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

Granted publication date: 20140709

Termination date: 20151224

EXPY Termination of patent right or utility model