CN206616862U - Formwork root bracing means - Google Patents

Formwork root bracing means Download PDF

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Publication number
CN206616862U
CN206616862U CN201720384938.7U CN201720384938U CN206616862U CN 206616862 U CN206616862 U CN 206616862U CN 201720384938 U CN201720384938 U CN 201720384938U CN 206616862 U CN206616862 U CN 206616862U
Authority
CN
China
Prior art keywords
template
angle steel
construction
flitch
bolt
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
CN201720384938.7U
Other languages
Chinese (zh)
Inventor
马树军
曹淑涛
赵宗艳
贺稀鹏
王�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.)
Qingdao No 1 Construction Group Co Ltd
Original Assignee
Qingdao No 1 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
Application filed by Qingdao No 1 Construction Group Co Ltd filed Critical Qingdao No 1 Construction Group Co Ltd
Priority to CN201720384938.7U priority Critical patent/CN206616862U/en
Application granted granted Critical
Publication of CN206616862U publication Critical patent/CN206616862U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to building engineering field, specifically related to a kind of formwork root bracing means, including template, flitch, angle steel and bolt, the template proximate is in the surface of construction wall, the flitch is close to the outside of the template, the bottom surface of the angle steel is used for template and flitch described in support, and the template and flitch are pressed abd fixed on construction wall by the vertical plane of the angle steel;The bottom of the angle steel is provided with becket, in the wall of construction wall nut fixed piece is embedded with reinforcing bar, the side of the bolt is tightened through the becket and by nut fixed piece, and the opposite side of the bolt is provided with clamp nut, and the angle steel is compressed by screwing the clamp nut.The utility model is simple in construction, easy construction, both ensure that the stability of template, and template bottom spillage phenomenon is reduced again, and can also realize the recycling of the parts such as template, flitch, angle steel and bolt, reduces building cost.

Description

Formwork root bracing means
Technical field
The utility model is related to construction engineering technical field, and in particular to a kind of formwork root bracing means.
Background technology
With the development of building trade, construction quality turns into emphasis of concern.And in traditional concrete walls and post In template construction, in order to prevent that base opening closure does not sternly produce the mass defects such as rotten spillage during formwork erection, generally in template Base opening pushes sponge strip or closure mortar, but both approaches construction is cumbersome, and construction speed is slower, and rotten is easily produced after form removal The common quality defects such as spillage, and concrete root molded appearance effect is general, expense is reprocessed in corresponding increase;Also, at present in high level In building construction process, higher than this layer ground of usual concreting finished surface at floor gap exterior wall, it is therefore desirable to largely use Plank sheathing aids in casting concrete, and reserved split bolt, when last layer construct, using reserving spiral shell at formwork edge joint Bolt is reinforced, still, and plank sheathing, often because of reasons such as suspension column injustice, deformation or loosenings, is led during casting concrete Cause plank sheathing to recline unstable, cause to produce the construction quality common faults such as spillage, also do not reach reason by processing, reinforcing even if the later stage Think effect, cause waste of material, or even schedule delays.
Utility model content
In view of the shortcomings of the prior art, the utility model provides a kind of formwork root bracing means, solves architecture storey Outer wall template fixation is unstable, easily the technical problem of template bottom spillage phenomenon occur.
Formwork root bracing means, including construction wall, template, flitch, angle steel and bolt, the template proximate is in construction wall Surface, the flitch is close to the outside of the template, and the bottom surface of the angle steel is used for template and flitch described in support, described The template and flitch are pressed abd fixed on construction wall by the vertical plane of angle steel;The bottom of the angle steel is provided with becket, construction Nut fixed piece is embedded with the wall of wall on reinforcing bar, the side of the bolt passes through the becket and passes through nut fixed piece It is tightened, the opposite side of the bolt is provided with clamp nut, the angle steel is compressed by screwing the clamp nut.
Further, the nut fixed piece and the becket are several, and the nut fixed piece is horizontally mounted Interval is corresponded with the becket on the angle steel.
It is preferred that, the becket is fixed by welding in the bottom of the angle steel.
It is preferred that, the nut fixed piece is embedded in the wall of construction wall on reinforcing bar by welding.
It is preferred that, the clamp nut is mountain type card nut.
The beneficial effects of the utility model:
1)The utility model employs a kind of new-type shuttering supporting bracing means, is different from prior art often directly in mould The surface of plate screws in bolt, the utility model sets bolt in template bottom, it is to avoid the damage of template.
2)For the installation of reinforcing template, template is placed in the groove that the utility model is formed by angle steel with construction wall, And flitch is placed between the vertical plane and template of angle steel, and tightened by clamp nut, to ensure that the bottom of angle steel is firmly solid Construction wall surface is close in the bottom of solid plate, the side of template by the tight plug of flitch and the compression of angle steel, both ensure that mould The stability of plate, reduces template bottom spillage phenomenon again.
3)The setting of reinforcing bar top nut fixture and becket on angle steel is welded with consolidating beneficial to angle steel in construction wall Fixed and dismounting, realizes the recycling of the parts such as template, flitch, angle steel and bolt.
4)Due to the horizontal location of multiple nut fixed pieces and its one-to-one relationship with becket on angle steel, to mould The overall installation of plate serves good positioning action, and is conducive to strengthening the load-bearing of angle steel, so as to be conducive to the steady of template It is qualitative.
Summary, the utility model is simple in construction, easy construction, both ensure that the stability of template, mould is reduced again Plate bottom spillage phenomenon, and the recycling of the parts such as template, flitch, angle steel and bolt can also be realized, reduce building Cost.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Reference:1st, template;2nd, flitch;3rd, angle steel;4th, bolt;5th, becket;6th, reinforcing bar;7th, nut fixed piece;8、 Clamp nut;9th, construction wall.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
As shown in figure 1, formwork root bracing means, including construction wall 9, template 1, flitch 2, angle steel 3 and bolt 4, it is described Template 1 is close to the surface of construction wall 9, and the flitch 2 is close to the outside of the template 1, and the bottom surface of the angle steel 3 is used to hold The template 1 and flitch 2 are held in the palm, the template 1 and flitch 2 are pressed abd fixed on construction wall 9 by the vertical plane of the angle steel 3, with Ensure the stability of template 1.The bottom of the angle steel 3 is provided with becket 5, and the becket 5 is fixed by welding in the angle Nut fixed piece 7 is embedded with reinforcing bar 6 in the bottom of steel 3, the wall of wall 9 of constructing, the nut fixed piece 7 is pre-buried by welding In the wall of construction wall 9 on reinforcing bar 6, the nut fixed piece 7 and the becket 5 are several, and the nut is fixed The interval that is horizontally mounted of part 7 is corresponded with the becket 5 on the angle steel, and the side of the bolt 4 passes through the becket 5 And be tightened by nut fixed piece 7, the opposite side of the bolt 4 is provided with clamp nut 8, and the clamp nut 8 is mountain type Card nut, the angle steel 3 is compressed by screwing the clamp nut 8.
Application method of the present utility model:In lower floor's casting concrete, multiple nut fixed pieces 7 pre-buried in advance make spiral shell Female fixture 7 and the firm welding of reinforcing bar 6 in wall, the installation site of each layer of nut fixed piece 7 are located at same horizontal line, And its becket 5 for being horizontally mounted interval and the bottom of angle steel 3 is corresponded, and is inserted bolt 4 in each nut fixed piece 7, is poured Build concrete;When carrying out upper strata construction, angle steel 3 is set to be disposed across on bolt 4 through bolt 4 becket 5 on angle steel 3, Angle steel 3 by wall in the groove of the construction formation of wall 9 with being sequentially placed template 1 and flitch 2, by screwing fastening spiral shell one by one after sequencing Mother 8 with ensure angle steel 3 by template 1 tightly fix;After concrete strength is up to standard, form removal 1, therewith by the bolt 4 of bottom Screw out one by one, realize the recycling of the parts such as template 1, flitch 2, angle steel 3 and bolt 4.
Although above having made detailed description to the utility model with generality explanation and specific embodiment, On the basis of the utility model, it can be made some modifications or improvements, this is apparent to those skilled in the art 's.Therefore, the these modifications or improvements on the basis of without departing from the utility model spirit, belonging to the utility model will Seek the scope of protection.

Claims (5)

1. formwork root bracing means, it is characterised in that:Including construction wall, template, flitch, angle steel and bolt, the template is tight The surface of construction wall is affixed on, the flitch is close to the outside of the template, and the bottom surface of the angle steel is used for template described in support And flitch, the template and flitch are pressed abd fixed on by the vertical plane of the angle steel constructs on wall;The bottom of the angle steel is provided with Nut fixed piece is embedded with becket, the wall of wall of constructing on reinforcing bar, the side of the bolt passes through the becket and led to Cross nut fixed piece to be tightened, the opposite side of the bolt is provided with clamp nut, institute is compressed by screwing the clamp nut State angle steel.
2. formwork root bracing means according to claim 1, it is characterised in that:The nut fixed piece and the metal Ring is several, and the interval that is horizontally mounted of the nut fixed piece is corresponded with the becket on the angle steel.
3. formwork root bracing means according to claim 2, it is characterised in that:The becket is fixed by welding in The bottom of the angle steel.
4. formwork root bracing means according to claim 2, it is characterised in that:The nut fixed piece is pre- by welding It is embedded in the wall of construction wall on reinforcing bar.
5. formwork root bracing means according to claim 2, it is characterised in that:The clamp nut is mountain type card spiral shell It is female.
CN201720384938.7U 2017-04-13 2017-04-13 Formwork root bracing means Expired - Fee Related CN206616862U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720384938.7U CN206616862U (en) 2017-04-13 2017-04-13 Formwork root bracing means

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720384938.7U CN206616862U (en) 2017-04-13 2017-04-13 Formwork root bracing means

Publications (1)

Publication Number Publication Date
CN206616862U true CN206616862U (en) 2017-11-07

Family

ID=60236398

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720384938.7U Expired - Fee Related CN206616862U (en) 2017-04-13 2017-04-13 Formwork root bracing means

Country Status (1)

Country Link
CN (1) CN206616862U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109236327A (en) * 2018-10-25 2019-01-18 中国建筑第八工程局有限公司 Attached wall deck with slideway
CN109537877A (en) * 2018-10-26 2019-03-29 中国建筑第八工程局有限公司 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template
CN109610338A (en) * 2018-12-29 2019-04-12 中铁大桥局集团第四工程有限公司 A kind of suspension bridge king-post base opening mortar leakage prevention construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109236327A (en) * 2018-10-25 2019-01-18 中国建筑第八工程局有限公司 Attached wall deck with slideway
CN109537877A (en) * 2018-10-26 2019-03-29 中国建筑第八工程局有限公司 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template
CN109610338A (en) * 2018-12-29 2019-04-12 中铁大桥局集团第四工程有限公司 A kind of suspension bridge king-post base opening mortar leakage prevention construction method
CN109610338B (en) * 2018-12-29 2020-09-08 中铁大桥局集团第四工程有限公司 Construction method for preventing slurry leakage at bottom opening of tower column of suspension bridge

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171107

Termination date: 20190413