CN207794600U - A kind of oblique bracing means of building form - Google Patents
A kind of oblique bracing means of building form Download PDFInfo
- Publication number
- CN207794600U CN207794600U CN201820179866.7U CN201820179866U CN207794600U CN 207794600 U CN207794600 U CN 207794600U CN 201820179866 U CN201820179866 U CN 201820179866U CN 207794600 U CN207794600 U CN 207794600U
- Authority
- CN
- China
- Prior art keywords
- template
- holder
- oblique
- shear wall
- bracing means
- 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
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Abstract
The utility model discloses a kind of oblique bracing means of building form, include to shear wall telephone template in shear wall both sides is arranged, oblique bracing means further includes having the holder for being fixed on template side, holder is by being used to prevent the inclined vertical portion of template and being used for holder and the fixed horizontal part of horizontal plane, holder, it is mutually fixed by split bolt and the steel plate gasket and nut that are arranged in split bolt both sides between template and shear wall, the both ends of split bolt are respectively arranged with angled construction, angled construction includes the draw ring being fixedly connected with split bolt one end, the embedded fixing component and one end in first floor plate pre-buried in advance is connected with draw ring, the oblique drawbar that the other end is connected with embedded fixing component.The oblique bracing means of the building form of the utility model substantially increases the perpendicular rigid of two side template of shear wall, pours into a mould in Concrete, avoids that template offset shift occurs, the verticality for pouring rear shear wall is caused not meet the code requirement of construction.
Description
Technical field
The utility model is related to construction engineering technical field, the oblique reinforcing more particularly to a kind of building form fills
It sets.
Background technology
The rapid development for having driven with the continuous development of society while also building trade, with the development of urban architecture,
High-rise building emerges one after another, and better development space is also brought for building trade, in building construction process, shear wall, frame
The building of frame-shear wall structure form is more and more, in industrial building and utilities building, largely there is superelevation shear wall, superelevation
Template is widely used.Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Wind load or ground are primarily subjected in house or structures
Horizontal loading and vertical load caused by shake effect（Gravity）Wall, prevent structure shear（It is cut）It destroys.Also known as seismic structural wall, earthquake resistant wall,
Generally made with armored concrete.Generally, when shear wall concreting, effective fixation of shear wall end head formwork is concrete
The safeguard measure of Forming Quality.When existing shear wall construction often use steel wire lashing, with steel tube fastener connect etc. modes, no
Only construction trouble, and is difficult to ensure construction quality, especially template it is excessively high in the case of, be easy to cause in work progress vertical
It is larger to spend deviation.
Utility model content
In view of the deficiencies in the prior art or insufficient, the utility model innovatively proposes a kind of building form
Oblique bracing means, the use of the present apparatus has been greatly improved the perpendicular rigid of two side template of shear wall, poured into a mould concrete mistake
Cheng Zhong avoids that template offset shift occurs, the verticality for pouring rear shear wall is caused not meet the code requirement of construction.
What the technical solution of the utility model was realized in：
A kind of oblique bracing means of building form includes shear wall and is arranged template in shear wall both sides, institute
It further includes having the holder for being fixed on template side to state oblique bracing means, and the holder is by being used to prevent the inclined vertical portion of template
And for by holder and the fixed horizontal part of horizontal plane, passing through split bolt and setting between the holder, template and shear wall
Steel plate gasket in split bolt both sides is mutually fixed with nut, and the both ends of the split bolt are respectively arranged with angled construction, institute
State angled construction include the draw ring being fixedly connected with split bolt one end, in advance pre-buried embedded fixing component in first floor plate and
One end is connected with draw ring, the oblique drawbar that the other end is connected with embedded fixing component.
Preferably, the oblique drawbar include pull rod, with female connecting cylinder and carry externally threaded telescopic rod,
One end of the pull rod is provided with drag hook, and the other end is fixedly connected with connecting cylinder, one end and the connecting cylinder screw thread of the telescopic rod
Connection, and the use length of the length adjustment oblique drawbar rotated by telescopic rod to connecting cylinder, the telescopic rod it is another
End is connected with embedded fixing component.
It is provided with mounting hole on the preferred horizontal part, holder is connected with horizontal plane by the bolt across mounting hole
It connects.
Compared with prior art, the beneficial effects of the utility model are：
The utility model discloses a kind of oblique bracing means of building form, wherein holder and angled construction are set
It sets, dual reinforcing, substantially increases the perpendicular rigid of superelevation shear wall both sides super high form, pour into a mould in Concrete, avoid
Template offset shift occurs, the verticality for pouring rear shear wall is caused not meet the code requirement of construction；In oblique drawbar
One end of telescopic rod length adjustment oblique drawbar for being threadedly coupled, and being rotated by telescopic rod to connecting cylinder with connecting cylinder
It, can be according to different execution conditions, the use length and rate of tension of flexible modulation oblique drawbar using length.
The oblique bracing means of the building form of the utility model substantially increases the vertical rigid of two side template of shear wall
Property, during ensure that casting concrete, sidesway does not occur for template, is related to rationally, low manufacture cost, suitable in industry pushing away
It is wide to use, there is good application value.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Reference numeral：
1, shear wall；2, template；3, holder；4, vertical portion；5, horizontal part；6, mounting hole；7, bolt；8, split bolt；
9, steel plate gasket；10, nut；11, draw ring；12, embedded fixing component；13, pull rod；14, connecting cylinder；15, telescopic rod；16, one layer
Floor.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Fig. 1, the utility model provides a kind of oblique bracing means of building form, includes shear wall
1 and template 2 in 1 both sides of shear wall is set, the oblique bracing means further includes having the holder 3 for being fixed on 2 side of template, institute
Holder 3 is stated by being used to prevent 2 inclined vertical portion 4 of template and being used for holder 3 and the fixed horizontal part 5 of horizontal plane, the water
It is provided with mounting hole 6 in flat portion 5, holder 3 is connected with horizontal plane by the bolt 7 across mounting hole 6, the holder 3, mould
It is fixed by split bolt 8 and the steel plate gasket 9 and 10 phase of nut that are arranged in 8 both sides of split bolt between plate 2 and shear wall 1,
The both ends of the split bolt 8 are respectively arranged with angled construction, and the angled construction includes being fixedly connected with 8 one end of split bolt
Draw ring 11, in advance pre-buried embedded fixing component 12 and one end in first floor plate 16 be connected with draw ring 13, the other end in advance
Bury the oblique drawbar that fixing piece 12 is connected.
Wherein, the oblique drawbar includes pull rod 13, with female connecting cylinder 14 and with externally threaded flexible
One end of bar 15, the pull rod 13 is provided with drag hook, and the other end is fixedly connected with connecting cylinder 14, one end of the telescopic rod 15 with
Connecting cylinder 14 is threadedly coupled, and is rotated to the use length of the length adjustment oblique drawbar in connecting cylinder 14 by telescopic rod 15,
The other end of the telescopic rod 15 is connected with embedded fixing component 12.
The oblique bracing means of the utility model can be applied to the fixation of the super high form of superelevation shear wall both sides, using holder 3
With the dual reinforcing of angled construction, the perpendicular rigid of 1 liang of side template 2 of shear wall is substantially increased, is added respectively in 2 both sides of template
Holder 3 adds square plate gasket 9 in 3 side of holder, and central bore customizes a kind of split bolt 8 of the both ends with draw ring,
By split bolt 8 and steel plate gasket 9 and nut 10 in 8 both sides of split bolt are set between holder 3, template 2 and shear wall 1
Fixed, template 2, holder 3, steel plate gasket 9 are clamped with nut 10, oblique drawbar and draw ring 11 and pre-buried to first floor plate 16
Interior embedded fixing component 12 is connected, and oblique drawbar adjusts it by connecting cylinder 14 and uses length and rate of tension.Pass through the device
Rigid structure construction keep super high form 2 vertical stiffness, meet the code requirement of construction.
The preferred embodiment of the upper only utility model, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (3)
1. a kind of oblique bracing means of building form, includes shear wall and template in shear wall both sides is set, it is special
Sign is that the oblique bracing means further includes having the holder for being fixed on template side, and the holder is by being used to prevent template from inclining
Oblique vertical portion and for by holder and the fixed horizontal part of horizontal plane, by drawing between the holder, template and shear wall
Bolt and the steel plate gasket being arranged in split bolt both sides are mutually fixed with nut, and the both ends of the split bolt are respectively arranged with tiltedly
To construction, the angled construction include the draw ring being fixedly connected with split bolt one end, in advance it is pre-buried to pre- in first floor plate
It buries fixing piece and one end is connected with draw ring, the oblique drawbar that the other end is connected with embedded fixing component.
2. the oblique bracing means of building form according to claim 1, it is characterised in that：The oblique drawbar includes
There is pull rod, with female connecting cylinder and with externally threaded telescopic rod, one end of the pull rod is provided with drag hook, the other end
It is fixedly connected with connecting cylinder, one end of the telescopic rod is threadedly coupled with connecting cylinder, and is rotated to connecting cylinder by telescopic rod
Length adjustment oblique drawbar use length, the other end of the telescopic rod is connected with embedded fixing component.
3. the oblique bracing means of building form according to claim 1, it is characterised in that：It is arranged on the horizontal part
There is mounting hole, holder is connected with horizontal plane by the bolt across mounting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820179866.7U CN207794600U (en) | 2018-02-02 | 2018-02-02 | A kind of oblique bracing means of building form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820179866.7U CN207794600U (en) | 2018-02-02 | 2018-02-02 | A kind of oblique bracing means of building form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794600U true CN207794600U (en) | 2018-08-31 |
Family
ID=63267697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820179866.7U Expired - Fee Related CN207794600U (en) | 2018-02-02 | 2018-02-02 | A kind of oblique bracing means of building form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794600U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111219056A (en) * | 2020-03-09 | 2020-06-02 | 中国十七冶集团有限公司 | Aluminum alloy template draws reinforcing apparatus to one side |
| CN111236626A (en) * | 2020-03-11 | 2020-06-05 | 中铁二局第一工程有限公司 | Side wall unilateral template support system combining composite fiber template and steel truss |
-
2018
- 2018-02-02 CN CN201820179866.7U patent/CN207794600U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111219056A (en) * | 2020-03-09 | 2020-06-02 | 中国十七冶集团有限公司 | Aluminum alloy template draws reinforcing apparatus to one side |
| CN111236626A (en) * | 2020-03-11 | 2020-06-05 | 中铁二局第一工程有限公司 | Side wall unilateral template support system combining composite fiber template and steel truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20180831 Termination date: 20190202 |