CN205063193U - Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar - Google Patents

Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar Download PDF

Info

Publication number
CN205063193U
CN205063193U CN201520785071.7U CN201520785071U CN205063193U CN 205063193 U CN205063193 U CN 205063193U CN 201520785071 U CN201520785071 U CN 201520785071U CN 205063193 U CN205063193 U CN 205063193U
Authority
CN
China
Prior art keywords
concrete frame
reinforcing bar
triangle
notch
shear wall
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.)
Active
Application number
CN201520785071.7U
Other languages
Chinese (zh)
Inventor
牟伟军
杨洪彩
杨勇
袁煜岚
王磊邦
陈俐桦
应军
王文斌
吴志鑫
陆斌
杨钦
杨成
周麟
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.)
Yunnan construction investment Fifth Construction Co., Ltd.
Yunnan Construction and Investment Holding Group Co Ltd
Original Assignee
YUNNAN CONSTRUCTION ENGINEERING GROUP Co Ltd
5TH CONSTRUCTION Co Ltd OF YUNNAN CONSTRUCTION ENGINEERING GROUP
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 YUNNAN CONSTRUCTION ENGINEERING GROUP Co Ltd, 5TH CONSTRUCTION Co Ltd OF YUNNAN CONSTRUCTION ENGINEERING GROUP filed Critical YUNNAN CONSTRUCTION ENGINEERING GROUP Co Ltd
Priority to CN201520785071.7U priority Critical patent/CN205063193U/en
Application granted granted Critical
Publication of CN205063193U publication Critical patent/CN205063193U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar is provided with concrete frame (1) of hand -drawn wire (2) including inside, and reserve in end (4), the symmetry at concrete frame (1) both ends and offer in the concrete frame bottom surface and lie in both ends inboard notch (3) of head, notch (3) are the right angled triangle notch, right angled triangle's inclined plane (3a) extends to concrete frame with the flaring form inside, shear force wall horizontal reinforcement (4) blocks in the notch. The utility model discloses can be fixed with the steel bars of the shear wall trip at both ends, steel bars of the shear wall can not slide in the notch, to controlling easily the position of steel bars of the shear wall position, thus no longer need with the utility model discloses carry out the ligature with steel bars of the shear wall, improve the construction progress greatly, improved labor efficiency, reduced construction cost. The unsafe quality common fault in reinforcing bar position has been avoided simultaneously.

Description

The triangle of falling mouth bayonet socket reinforcing bar limiting card
Technical field
The utility model belongs to building operations technical field of tools, in particular for the instrument positioned reinforcing bar during concrete shear wall structure concreting and shear wall cross section size is fixing.
Background technology
When carrying out concrete shear force wall construction, need the distance keeping regulation between wall steel bar and wall form, the distance between body of wall shear force wall reinforcing steel bar also must meet the requirement of design and specification.At present, building field generally adopts the groove B shown in rectangular channel A and Fig. 2 as shown in Figure 1 to fix shear force wall reinforcing steel bar C, at the scene in the work progress of reinforcing bar location, easily slide and cause the position of reinforcing bar inaccurate in the position of shear force wall reinforcing steel bar, and the colligation of limiting card and reinforcing bar will be carried out, speed of application is slow, causes certain difficulty to progress monitoring and cost management.
Summary of the invention
The purpose of this utility model solves prior art Problems existing, and provide a kind of when carrying out shear wall construction, shear force wall reinforcing steel bar position stability, does not need the triangle of the falling mouth bayonet socket reinforcing bar limiting card carrying out limiting card and reinforcing bar binding.
The purpose of this utility model is achieved through the following technical solutions:
The triangle of falling mouth bayonet socket reinforcing bar limiting card, comprise the concrete frame that inside is provided with hand-drawn wire, reserve in the termination at concrete frame two ends, symmetry is opened in concrete frame bottom surface and is positioned at the recess inside two ends, described recess is right-angled triangle recess, the inclined-plane of described right-angled triangle extends to concrete frame inside with enlarging shape, and shear wall horizontal reinforcement is stuck in recess.
Concrete frame described in the utility model is C20 pea gravel concreten framework.
The utility model two ends bottom surface adopts right-angled triangle recess, form the bayonet socket deep to concrete frame both sides, the shear force wall reinforcing steel bar snap fit at two ends can be fixed, shear force wall reinforcing steel bar can not slide in recess, the position of shear force wall reinforcing steel bar position is easily controlled, thus no longer needs the utility model and shear force wall reinforcing steel bar to carry out colligation, greatly improve construction speed, improve efficiency, reduce construction cost.Avoid the inaccurate common quality defect of reinforcement location simultaneously.
The utility model adopts leg-of-mutton principle dexterously, both ensure that the integral rigidity of whole reinforcing bar limiting card, also makes reinforcing bar block completely in acute angle, reaches the object of the reinforcing bar not movement because of External Force Acting.
Accompanying drawing explanation
Fig. 1 is that prior art adopts rectangular channel to fix the schematic diagram of shear force wall reinforcing steel bar;
Fig. 2 prior art adopts groove to fix the schematic diagram of shear force wall reinforcing steel bar;
Fig. 3 is structural representation of the present utility model.
Detailed description of the invention
Content of the present utility model is set forth further below in conjunction with Figure of description.
As shown in Figure 3, the triangle of falling mouth bayonet socket reinforcing bar limiting card described in the utility model, comprise the concrete frame 1 that inside is provided with hand-drawn wire 2, reserve in the termination 4 at concrete frame 1 two ends, symmetry is opened in concrete frame bottom surface and is positioned at the recess 3 inside two ends, this recess is right-angled triangle recess, the inclined-plane 3a of described right-angled triangle extends to concrete frame inside with enlarging shape, the short right-angle side of right-angled triangle is positioned at side, termination 4, long right-angle side is positioned at bottom surface, and shear wall horizontal reinforcement 4 is stuck in recess 3.Described concrete frame 1 is generally C20 pea gravel concreten framework.
When making the utility model, make the triangle of falling mouth bayonet socket form as shown in Figure 3, according to the requirement for shear wall topping and bar diameter in design drawing, sizing making is carried out to the utility model.During shear force wall reinforcing steel bar construction, vertical and the horizontal reinforcement of first colligation shear wall, the drag hook of the good shear wall of colligation, then the horizontal reinforcement of shear wall is fastened with employing the utility model, the layout of limiting card is the same with the distance of shear wall drag hook, finally carries out the construction of shear wall formwork installation.
Determine entire length of the present utility model according to the sectional dimension of shear wall in design drawing, effectively can control the sectional dimension of shear wall.The utility model can carry out the accurate location of shear force wall reinforcing steel bar according to the actual needs of engineering, ensure that reinforcing bar is in concreting process, can not move and slide.
The utility model makes simple, easy construction, reduces cost of production, decreases the operation of operator to limiting card and the colligation of reinforcing bar tied silk, substantially increases speed of application.

Claims (2)

1. the triangle of falling mouth bayonet socket reinforcing bar limiting card, comprise the concrete frame (1) that inside is provided with hand-drawn wire (2), reserve in the termination (4) at concrete frame (1) two ends, symmetry is opened in concrete frame bottom surface and is positioned at the recess (3) inside two ends, it is characterized in that, described recess (3) is right-angled triangle recess, the inclined-plane (3a) of described right-angled triangle extends to concrete frame inside with enlarging shape, and shear wall horizontal reinforcement (4) is stuck in recess.
2. the triangle of falling mouth bayonet socket reinforcing bar limiting card according to claim 1, is characterized in that, described concrete frame (1) is C20 pea gravel concreten framework.
CN201520785071.7U 2015-09-23 2015-10-10 Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar Active CN205063193U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520785071.7U CN205063193U (en) 2015-09-23 2015-10-10 Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CN2015207409279 2015-09-23
CN201520740927 2015-09-23
CN201520785071.7U CN205063193U (en) 2015-09-23 2015-10-10 Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar

Publications (1)

Publication Number Publication Date
CN205063193U true CN205063193U (en) 2016-03-02

Family

ID=55389768

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520785071.7U Active CN205063193U (en) 2015-09-23 2015-10-10 Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar

Country Status (1)

Country Link
CN (1) CN205063193U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165342A (en) * 2017-07-18 2017-09-15 云南建投第五建设有限公司 Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165342A (en) * 2017-07-18 2017-09-15 云南建投第五建设有限公司 Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other

Similar Documents

Publication Publication Date Title
CN203081466U (en) Integrated moving framework for inverted arch of tunnel
CN205382390U (en) A template device for continuous reinforced concrete pavement
CN214996081U (en) A interception instrument for different grade concrete placement
CN201679231U (en) Template clamp for construction
CN205000230U (en) Prefabricated festival section group of case roof beam with general cross -section and standard module
CN205063193U (en) Fall mouthful spacing card of triangle -shaped bayonet socket reinforcing bar
CN204877484U (en) A steel reinforcement cage structure for reducing shield structure discrepancy station degree of difficulty
CN203558702U (en) Lifting appliance for steel reinforcement cages
CN204676608U (en) A kind of template-setup structure reserving ater-casting for basement wall
CN205530340U (en) Precast concrete retaining wall block
CN205637578U (en) Roof beam increase cross -section combination steel form
CN202946193U (en) Tunnel center gutterway formwork
CN207314860U (en) A kind of adjustable concrete casting device
CN206941968U (en) Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other
CN203004045U (en) Hopper for concrete falling
CN206538759U (en) It is a kind of to prevent the device of rising of steel cage
CN202298565U (en) Template
CN220080817U (en) Barrier for concrete pouring
CN204715752U (en) Side form block
CN203961278U (en) Building operations roof beam structure
CN209653376U (en) It is a kind of can be with the concreting mold of slidable adjustment
CN211499481U (en) Main steel bar structure for windowsill coping
CN204935853U (en) City rail U-shaped beam end-blocking plate device
CN213477658U (en) Bar concrete form reinforcing apparatus
CN211114874U (en) Combined type concrete plate thickness controller

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 650106 Kunming, Yunnan Province, Wuhua District, Burma Road, No. 2720, No.

Patentee after: Yunnan construction investment Fifth Construction Co., Ltd.

Patentee after: Yunnan Construction Engineering Group Co., Ltd.

Address before: 650106 Kunming, Yunnan Province, Wuhua District, Burma Road, No. 2720, No.

Patentee before: The 5th Construction Co., Ltd. of Yunnan Construction Engineering Group

Patentee before: Yunnan Construction Engineering Group Co., Ltd.

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20170222

Address after: 650106 Kunming, Yunnan Province, Wuhua District, Burma Road, No. 2720, No.

Patentee after: Yunnan construction investment Fifth Construction Co., Ltd.

Patentee after: Yunnan Construction Investment Holding Group Co., Ltd.

Address before: 650106 Kunming, Yunnan Province, Wuhua District, Burma Road, No. 2720, No.

Patentee before: Yunnan construction investment Fifth Construction Co., Ltd.

Patentee before: Yunnan Construction Engineering Group Co., Ltd.