CN203034796U - Reinforced device of shear wall end formwork - Google Patents

Reinforced device of shear wall end formwork Download PDF

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Publication number
CN203034796U
CN203034796U CN 201320060394 CN201320060394U CN203034796U CN 203034796 U CN203034796 U CN 203034796U CN 201320060394 CN201320060394 CN 201320060394 CN 201320060394 U CN201320060394 U CN 201320060394U CN 203034796 U CN203034796 U CN 203034796U
Authority
CN
China
Prior art keywords
shear wall
keel
end plate
steel pipe
flitch
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
CN 201320060394
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Chinese (zh)
Inventor
张灵传
李小玥
张敬黎
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.)
Zhongtian Construction Group Co Ltd
Original Assignee
Zhongtian Construction Group 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
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Priority to CN 201320060394 priority Critical patent/CN203034796U/en
Application granted granted Critical
Publication of CN203034796U publication Critical patent/CN203034796U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a reinforced device of a shear wall end formwork. The reinforced device of the shear wall end formwork comprises a shear wall board keel and an end board keel, wherein a wooden beam is arranged on one side of the shear wall board keel, the wooden beam is perpendicular to the shear wall board keel, the end board keel is perpendicular to the wooden beam, a steel tube is fixedly arranged on the shear wall board keel on the outer side of the wooden beam, and a locking mechanism used for the fixation of the end board keel is arranged between the end board keel and the steel tube. By using the technical scheme, the reinforced device of the shear wall end formwork is reasonable in structure arrangement, simple in structure, and convenient to operate due to the fact that the end board keel is fixed by the locking mechanism.

Description

A kind of shear wall termination formwork reinforcement device
Technical field
The utility model relates to the construction implement field, is specifically related to a kind of shear wall termination formwork reinforcement device.
Background technology
Development along with urban architecture, the building of shear wall, frame shear wall structure form is more and more, during shear wall concreting, particularly when L type shear wall, special-shaped shear wall concreting, shear wall termination template fixedly be the safeguard measure of concrete formation quality effectively.Often adopt steel wire lashing during existing shear wall construction, with modes such as steel tube fastener connections, not only construction trouble, and be difficult to guarantee construction quality.
Summary of the invention
At the deficiency that prior art exists, the purpose of this utility model be to provide a kind of simple in structure, mounting or dismounting are convenient, can effectively reinforce the shear wall termination formwork reinforcement device of shear wall termination template.
For achieving the above object, the utility model provides following technical scheme: a kind of shear wall termination formwork reinforcement device, comprise shear wall slab keel and end plate keel, described shear wall slab keel one side is provided with flitch, and described flitch is vertical with the shear wall slab keel, described end plate keel are vertical with flitch, are set with steel pipe on the shear wall slab keel in the described flitch outside, are provided with between described end plate keel and the steel pipe for the fixing retaining mechanism of end plate keel.
By adopting technique scheme, the utility model structure arranges rationally, and is simple in structure, by the fixing termination board keel of retaining mechanism, easy to operate.
The utility model further is set to: described retaining mechanism comprises mountain type card, screw rod and nut, described screw rod one end is threaded with mountain type card, and this screw rod end passes mountain type card and is connected with nut, the other end bending of described screw rod forms hook, hook and steel pipe clamping, described mountain type card and the clamping of end plate keel fix end plate keel clamping flitch by screwing nut.By this setting, locking mechanism structure arranges rationally, and is simple in structure, and mounting or dismounting are convenient, fixing reliable.
The utility model also further is set to: described end plate keel are near shear wall keel and corresponding steel pipe setting.By this setting, fixedly the termination board keel is convenient for retaining mechanism.
The utility model also further is set to: described steel pipe and shear wall slab keel constitute one by welding.By this setting, the utility model work is more reliable.
The utility model is described in further detail below in conjunction with specification drawings and specific embodiments.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the structural representation of the utility model retaining mechanism.
The specific embodiment
Referring to Fig. 1 and Fig. 2, the disclosed a kind of shear wall of present embodiment termination formwork reinforcement device, comprise shear wall slab keel 1 and end plate keel 2, described shear wall slab keel 1 one sides are provided with flitch 3, and described flitch 3 is vertical with shear wall slab keel 1, described end plate keel 2 are vertical with flitch 3, are set with steel pipe 4 on the shear wall slab keel 1 in described flitch 3 outsides, are provided with the retaining mechanism of fixing for end plate keel 2 between described end plate keel 2 and the steel pipe 4.
Described retaining mechanism comprises mountain type card 5, screw rod 6 and nut 7, described screw rod 6 one ends are threaded with mountain type card 5, and this screw rod end passes mountain type card 5 and is connected with nut 7, the other end bending of described screw rod 6 forms hook 61, hook 61 and steel pipe 4 clampings, described mountain type card 5 and 2 clampings of end plate keel make end plate keel 2 clamping flitches 3 fixing by screwing nut 7.
For making the utility model work more reliable, as preferably, the described end plate keel 2 of present embodiment arrange near shear wall keel 1 and corresponding steel pipe 4.End plate keel 2 and corresponding steel pipe 4 contour settings.Described steel pipe 4 constitutes one with shear wall slab keel 1 by welding.
During practical application, earlier steel pipe 4 is welded on the shear wall keel 1, flitch 3 then is installed, shear wall slab keel 1 and end plate keel 2 are installed again, described screw rod 6 buckles 61 ends catch on steel pipe 4, screw rod 6 other ends connect mountain type card 5, inside rotation mountain type card 5 exposes screw rod 6 and nut 7 is installed, when mountain type card 5 blocks end plate keel 2, fastening nut 7, it is fixing to make end plate keel 2 clamp flitch 3.Simple in structure, mounting or dismounting make things convenient for, can effectively reinforce shear wall head mould plate.
Above-described embodiment is to specific descriptions of the present utility model; only be used for the utility model is further specified; can not be interpreted as the restriction to the utility model protection domain, the technician of this area makes some nonessential improvement and adjusts the utility model according to the content of above-mentioned utility model and all falls within the protection domain of the present utility model.

Claims (4)

1. shear wall termination formwork reinforcement device, comprise shear wall slab keel (1) and end plate keel (2), it is characterized in that: described shear wall slab keel (1) one side is provided with flitch (3), and described flitch (3) is vertical with shear wall slab keel (1), described end plate keel (2) are vertical with flitch (3), be set with steel pipe (4) on the shear wall slab keel (1) in described flitch (3) outside, be provided with between described end plate keel (2) and the steel pipe (4) for the fixing retaining mechanism of end plate keel (2).
2. a kind of shear wall according to claim 1 termination formwork reinforcement device, it is characterized in that: described retaining mechanism comprises mountain type card (5), screw rod (6) and nut (7), described screw rod (6) one ends are threaded with mountain type card (5), and this screw rod end passes mountain type card (5) and is connected with nut (7), the other end bending of described screw rod (6) forms hook (61), hook (61) and steel pipe (4) clamping, described mountain type card (5) and end plate keel (2) clamping make end plate keel (2) clamping flitches (3) fixing by screwing nut (7).
3. a kind of shear wall according to claim 2 termination formwork reinforcement device, it is characterized in that: described end plate keel (2) arrange near shear wall keel (1) and corresponding steel pipe (4).
4. according to claim 1 or 2 or 3 described a kind of shear wall termination formwork reinforcement devices, it is characterized in that: described steel pipe (4) constitutes one with shear wall slab keel (1) by welding.
CN 201320060394 2013-02-04 2013-02-04 Reinforced device of shear wall end formwork Expired - Fee Related CN203034796U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320060394 CN203034796U (en) 2013-02-04 2013-02-04 Reinforced device of shear wall end formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320060394 CN203034796U (en) 2013-02-04 2013-02-04 Reinforced device of shear wall end formwork

Publications (1)

Publication Number Publication Date
CN203034796U true CN203034796U (en) 2013-07-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320060394 Expired - Fee Related CN203034796U (en) 2013-02-04 2013-02-04 Reinforced device of shear wall end formwork

Country Status (1)

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CN (1) CN203034796U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103122692A (en) * 2013-02-04 2013-05-29 中天建设集团有限公司 Reinforcing device of shear wall end socket formwork
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
CN103122692A (en) * 2013-02-04 2013-05-29 中天建设集团有限公司 Reinforcing device of shear wall end socket formwork
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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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: 20130703

Termination date: 20140204