CN206245744U - A kind of shear wall end head formwork reinforces combined threaded rod - Google Patents

A kind of shear wall end head formwork reinforces combined threaded rod Download PDF

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Publication number
CN206245744U
CN206245744U CN201621333877.3U CN201621333877U CN206245744U CN 206245744 U CN206245744 U CN 206245744U CN 201621333877 U CN201621333877 U CN 201621333877U CN 206245744 U CN206245744 U CN 206245744U
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CN
China
Prior art keywords
shear wall
screw rod
threaded rod
end head
fixture
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
CN201621333877.3U
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Chinese (zh)
Inventor
林章凯
曾庆友
陈勤耕
梁晓劼
陈美华
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.)
Fujian construction engineering Refco Group Ltd
Fujian seven Construction Group Co., Ltd.
Original Assignee
Fujian Construction Engineering Refco Group Ltd
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Priority to CN201621333877.3U priority Critical patent/CN206245744U/en
Application granted granted Critical
Publication of CN206245744U publication Critical patent/CN206245744U/en
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Abstract

The utility model provides a kind of shear wall end head formwork reinforces combined threaded rod includes a screw rod, fixture, fastener and locking piece, the screw rod one end is fixed on the fixture, the fixture is provided with through hole, the screw rod passes through the fastener, the locking piece to be connected to the screw rod;The fastener is mountain type card, user-friendly, saves entreprise cost.

Description

A kind of shear wall end head formwork reinforces combined threaded rod
Technical field
The utility model is related to a kind of shear wall end head formwork to reinforce combined threaded rod.
Background technology
With the raising of urban architecture shockproof requirements, the application of shear wall structure pattern is increasing.Shear wall pours mixed During solidifying soil, especially effective fixation of the end head formwork such as a type, L-type, T-shaped, is the safeguard measure of concrete formation impression quality. The reinforcing of traditional shear wall end head formwork often the mode such as shores using iron wire colligation, screw rod welding, steel pipe, troublesome poeration and into Effect is poor.2013 " a kind of shear wall end head formwork bracing means (CN103122692A, CN203034796U) " of application, bag Shear wall slab keel and termination board keel are included, shear wall slab keel side is provided with flitch, and flitch is vertical with shear wall slab keel, Termination board keel is vertical with flitch, and steel pipe, termination board keel and steel pipe are fixedly installed on the shear wall slab keel on the outside of flitch Between be provided with the retaining mechanism fixed for termination board keel, structure is relatively easy, operates more convenient;Its screw rod it is another End needs bending to form hook and catches on steel pipe, therefore screw rod needs factory to customize, and screw rod is screw-thread steel rather than round steel, is not appropriate for doing For the drag hook of frequent tension is used, easily being magnified using hook opening after certain hour causes to break off relations.In addition steel pipe and shear wall Keel increased a component again by being formed by welding one equivalent on shear wall keel, cause live handling inconvenience, and hold Fallibility is used.
The content of the invention
The technical problems to be solved in the utility model, is to provide a kind of shear wall end head formwork to reinforce combined threaded rod, just Used in user, save entreprise cost.
What the utility model was realized in:A kind of shear wall end head formwork reinforces combined threaded rod, including a screw rod, fixation Part, fastener and locking piece, the screw rod one end are fixed on the fixture, and the fixture is provided with through hole, described Screw rod passes through the fastener, the locking piece to be connected to the screw rod;The fastener is mountain type card.
The utility model has the advantage of:A kind of shear wall end head formwork of the utility model reinforces combined threaded rod so that end The vertical symmetrical two row fastening screw of head plate main joist, reasonable stress, simple structure is convenient to assemble and disassemble, high recycling rate, section About cost, concrete formation impression quality is good.
Brief description of the drawings
The utility model is further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is the structural representation that a kind of shear wall end head formwork of the utility model reinforces combined threaded rod.
Specific embodiment
Refer to shown in Fig. 1, the utility model shear wall end head formwork reinforces combined threaded rod, including a screw rod 1, fixture 2nd, fastener 3 and locking piece 4, the one end of the screw rod 1 are fixed on the fixture 2, and the fixture 2 is provided with through hole 21, the screw rod 1 passes through the fastener 3, the locking piece 4 to be connected to the screw rod 1;The fastener 3 is mountain type card.
Specific embodiment:
The fixture 2 is a fixation iron plate, and the locking piece 4 is a nut;Screw rod 1 and the fixed iron plate 2 with circular hole Three face weld all arounds form one;
After shear wall slab main joist Screw arbor with nut at both-ends installation, nut is screwed out near the shear wall slab keel of end;
After the Screw arbor with nut at both-ends of shear wall slab main joist passes through the circular hole 21 on fixed iron plate 2, tightening nut;
End plate main joist is installed, if main joist is round steel pipe, should be using the arc surface of mountain type card 3 against round steel pipe, afterwards Locking nut 4;If main joist is square steel tube, mountain type card plane against square steel tube should be used, afterwards locking nut 4;
End plate main joist close proximity to shear wall slab main joist, to reduce the level angle of combined threaded rod, at the same need control The length of combined threaded rod processed, it is unsuitable long.
Although the foregoing describing specific embodiment of the present utility model, those familiar with the art should Work as understanding, the specific embodiment described by us is merely exemplary, rather than for the limit to scope of the present utility model Fixed, those of ordinary skill in the art should in the equivalent modification and change made according to spirit of the present utility model Cover in scope of the claimed protection of the present utility model.

Claims (1)

1. a kind of shear wall end head formwork reinforces combined threaded rod, it is characterised in that:Including a screw rod, fixture, fastener and lock Determine part, the screw rod one end is fixed on the fixture, the fixture is provided with through hole, the screw rod passes through the card Part, the locking piece is connected to the screw rod;The fastener is mountain type card.
CN201621333877.3U 2016-12-07 2016-12-07 A kind of shear wall end head formwork reinforces combined threaded rod Active CN206245744U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621333877.3U CN206245744U (en) 2016-12-07 2016-12-07 A kind of shear wall end head formwork reinforces combined threaded rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621333877.3U CN206245744U (en) 2016-12-07 2016-12-07 A kind of shear wall end head formwork reinforces combined threaded rod

Publications (1)

Publication Number Publication Date
CN206245744U true CN206245744U (en) 2017-06-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621333877.3U Active CN206245744U (en) 2016-12-07 2016-12-07 A kind of shear wall end head formwork reinforces combined threaded rod

Country Status (1)

Country Link
CN (1) CN206245744U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700836A (en) * 2017-09-26 2018-02-16 福建建工集团有限责任公司 A kind of reinforcement system and construction method of L-shaped filling wall construction column template
CN110984561A (en) * 2019-10-24 2020-04-10 中国水利水电第十四工程局有限公司 Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700836A (en) * 2017-09-26 2018-02-16 福建建工集团有限责任公司 A kind of reinforcement system and construction method of L-shaped filling wall construction column template
CN110984561A (en) * 2019-10-24 2020-04-10 中国水利水电第十四工程局有限公司 Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus

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GR01 Patent grant
GR01 Patent grant
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TR01 Transfer of patent right

Effective date of registration: 20180725

Address after: 350000 floor 36, 89 road 54, Gulou District, Fuzhou, Fujian.

Co-patentee after: Fujian seven Construction Group Co., Ltd.

Patentee after: Fujian construction engineering Refco Group Ltd

Address before: 350000 floor 36, 89 road 54, Gulou District, Fuzhou, Fujian.

Patentee before: Fujian construction engineering Refco Group Ltd