CN206337819U - A kind of bracing means of concrete structure templates for expansion joints - Google Patents
A kind of bracing means of concrete structure templates for expansion joints Download PDFInfo
- Publication number
- CN206337819U CN206337819U CN201621448324.2U CN201621448324U CN206337819U CN 206337819 U CN206337819 U CN 206337819U CN 201621448324 U CN201621448324 U CN 201621448324U CN 206337819 U CN206337819 U CN 206337819U
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- China
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- steel plate
- concrete structure
- expansion joints
- bracing means
- walls
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Abstract
The utility model discloses a kind of bracing means of concrete structure templates for expansion joints, including inside wall formwork, concrete walls, pre-buried supporting steel plate, axle center, support frame and slipmat, the inside wall formwork is connected by split bolt with outer wall template, the pre-buried supporting steel plate is connected through keyhole through walls with latch, the slipmat is connected with screens steel plate, and the fixed top board is connected by axle center with pre-buried supporting steel plate.The bracing means of the concrete structure templates for expansion joints, innovative design is carried out with reference to the bracing means of the concrete structure templates for expansion joints used now, the bracing means of whole concrete structure templates for expansion joints is formed by combined and spliced, and split bolt can directly be cut off after completion is poured, the additional reinforcement reinforcing bar that can serve as in wall is used, so that whole device dismounting and installation are all easily, and whole device is mostly that steel, plank and lumps of wood composition are not easy occur fire in reinforcement welding.
Description
Technical field
The utility model is related to the reinforcement technique field of templates for expansion joints, specially a kind of concrete structure templates for expansion joints
Bracing means.
Background technology
The bracing means of concrete structure templates for expansion joints is a kind of template progress being used for building when expansion joint is poured
The device of reinforcing, it is mainly by inside wall formwork, outer wall template, pre-buried supporting steel plate, axle center, butterfly spring, support frame and screens
This seven parts of steel plate are constituted, however as the scientific and technical bracing means for developing concrete structure templates for expansion joints increasingly
Many, for the bracing means demand more and more higher of concrete structure templates for expansion joints, the concrete structure used on the market stretches
The bracing means pattern of slit die plate is various, and the bracing means of the concrete structure templates for expansion joints nowadays used is also present the more
Few deficiency, is typically all while installation, is difficult to remove after installing, and has than templates for expansion joints as now used
In order to solve to remove troublesome the problem of just directly using cystosepiment filling, but so be easy to be burnt in reinforcement welding,
There is potential safety hazard, and so make it that the reinforced bar support on the wallboard of both sides does not have protective layer and easily rotted, due to concrete
Pour as concealed work, so can not be to carrying out the detection of quality herein after the completion of pouring, it is impossible to the need for meeting use, so
For the presence of such case, it is now desired to carry out the innovative design of relevant device.
Utility model content
The purpose of this utility model is to provide a kind of bracing means of concrete structure templates for expansion joints, above-mentioned to solve
The present templates for expansion joints used proposed in background technology is typically all to install simultaneously, is difficult to remove after installing, and
Have in order to solve to remove troublesome the problem of just directly using cystosepiment filling, but so be easy to be burnt in reinforcement welding
, there is potential safety hazard, and so make it that the reinforced bar support on the wallboard of both sides does not have protective layer and easily rotted, due to coagulation
Soil is poured as concealed work, thus can not be to carrying out quality herein after the completion of pouring detection the problem of.
To achieve the above object, the utility model provides following technical scheme：A kind of concrete structure templates for expansion joints
Bracing means, including inside wall formwork, concrete walls, pre-buried supporting steel plate, axle center, support frame and slipmat, the inside wall formwork
It is connected by split bolt with outer wall template, and it is connected by fixing nut with screens steel plate, the pre-buried supporting steel
Plate is connected through keyhole through walls with latch, and latch is connected with outer wall template, and wall bolt is provided with the concrete walls
Hole, and its top is provided with fixed top board, the fixed top board and is provided with neck, and it is inlayed by neck with outer wall template
Connection, the axle center is connected with pre-buried supporting steel plate, and it is connected by butterfly spring with tapered cup nut, support frame as described above
It is connected by bumping post with floor, and it is connected with split bolt, the slipmat is connected with screens steel plate, the fixation
Top board is connected by axle center with pre-buried supporting steel plate.
It is preferred that, the latch be a kind of steel plate, it welds together with pre-buried supporting steel plate, and itself and concrete walls it
Between distance be 2cm.
It is preferred that, gap in the middle of the concrete walls is expansion joint, and its all more than whole building ground builds
Building structure.
It is preferred that, the split bolt length range is 80-90cm, and it runs through whole concrete walls.
It is preferred that, the drawing bolt is equidistantly provided with four on outer wall template and inside wall formwork.
Compared with prior art, the beneficial effects of the utility model are：The reinforcing dress of the concrete structure templates for expansion joints
Put, carry out innovative design with reference to the bracing means of the concrete structure templates for expansion joints used now, whole concrete structure is stretched
The bracing means of contracting slit die plate is formed by combined and spliced, and split bolt can directly be cut off after completion is poured, wall
The internal additional reinforcement reinforcing bar that can serve as is used so that whole device is dismantled and installed all easily, and whole device is big
Mostly steel, plank and lumps of wood composition are not easy that fire occurs in reinforcement welding, and cause what is poured because template is removable
The protective layer that concrete can be good at serving as reinforced bar support prevents rotting for reinforcing bar, has keyhole through walls due to every layer so that
Quality testing herein can be carried out after pouring by keyhole through walls.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
In figure：1st, inside wall formwork, 2, latch, 3, keyhole through walls, 4, concrete walls, 5, pre-buried supporting steel plate, 6, axle center, 7,
Tapered cup nut, 8, butterfly spring, 9, floor, 10, bumping post, 11, support frame, 12, split bolt, 13, fixing nut, 14, screens
Steel plate, 15, slipmat, 16, neck, 17, fixed top board, 18, outer wall template.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Referring to Fig. 1, the utility model provides a kind of technical scheme：A kind of reinforcing dress of concrete structure templates for expansion joints
Put, including inside wall formwork 1, latch 2, keyhole through walls 3, concrete walls 4, pre-buried supporting steel plate 5, axle center 6, tapered cup nut 7, butterfly
Spring 8, floor 9, bumping post 10, support frame 11, split bolt 12, fixing nut 13, screens steel plate 14, slipmat 15, neck 16,
Fixed top board 17 and outer wall template 18, inside wall formwork 1 is connected by split bolt 12 with outer wall template 18, and it passes through fixation
Nut 13 is connected with screens steel plate 14, and pre-buried supporting steel plate 5 is connected through keyhole 3 through walls with latch 2, and latch 2 with it is outer
Wall form 18 is connected, latch 2 be a kind of steel plate, it welds together with pre-buried supporting steel plate 5, and itself and concrete walls 4 it
Between distance be 2cm, be provided with keyhole 3 through walls on concrete walls 4, and its top is provided with fixed top board 17, concrete walls 4
Between gap be expansion joint, its all building structure more than the whole building ground prevents building due to heat well
Swollen shrinkage and overall structure is produced on crack, fixed top board 17 and is provided with neck 16, and it passes through neck 16 and exterior wall
Template 18 inlays connection, and axle center 6 is connected with pre-buried supporting steel plate 5, and it is connected by butterfly spring 8 with tapered cup nut 7,
Support frame 11 is connected by bumping post 10 with floor 9, and it is connected with split bolt 12, and the length range of split bolt 12 is
80-90cm, and it runs through whole concrete walls 4, draws bolt 12 to be equidistantly provided with four on outer wall template 18 and inside wall formwork 1
Individual, slipmat 15 is connected with screens steel plate 14, and fixed top board 17 is connected by axle center 6 with pre-buried supporting steel plate 5.
Operation principle：, it is necessary to whole concrete structure before the device using the concrete structure templates for expansion joints
The bracing means of templates for expansion joints carries out simple structure understanding, sets keyhole 3 through walls in the lower end of floor 9 of lower floor first, so
Pre-buried supporting steel plate 5 is set through keyhole 3 through walls afterwards, then latch 2 is connected with pre-buried supporting steel plate 5 by welding, so
Axle center 6 is installed afterwards and is connected by butterfly spring 8 with tapered cup nut 7, then passes through split bolt 12, the and of screens steel plate 14
Tapered cup nut 7 fixes inside wall formwork 1 and outer wall template 18, then by support frame 11 and bumping post 10 by whole plate device
It is connected with floor 9, outer wall template 18 is fixed together finally by fixed top board 17 and neck 16, so that whole dress
It is set to as an entirety so that whole device is more consolidated, here it is the reinforcing dress of whole concrete structure templates for expansion joints
The use process put.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of bracing means of concrete structure templates for expansion joints, including inside wall formwork（1）, concrete walls（4）, pre-buried support
Steel plate（5）, axle center（6）, support frame（11）And slipmat（15）, it is characterised in that：The inside wall formwork（1）Pass through split bolt
（12）With outer wall template（18）It is connected, and it passes through fixing nut（13）With screens steel plate（14）It is connected, the pre-buried branch
Support steel plate（5）Through keyhole through walls（3）With latch（2）It is connected, and latch（2）With outer wall template（18）It is connected, it is described mixed
Solidifying cob wall（4）On be provided with keyhole through walls（3）, and its top is provided with fixed top board（17）, the fixed top board（17）On set
It is equipped with neck（16）, and it passes through neck（16）With outer wall template（18）Inlay connection, the axle center（6）With pre-buried supporting steel plate
（5）It is connected, and it passes through butterfly spring（8）With tapered cup nut（7）It is connected, support frame as described above（11）Pass through bumping post（10）With
Floor（9）It is connected, and itself and split bolt（12）It is connected, the slipmat（15）With screens steel plate（14）It is connected, institute
State fixed top board（17）Pass through axle center（6）With pre-buried supporting steel plate（5）It is connected.
2. a kind of bracing means of concrete structure templates for expansion joints according to claim 1, it is characterised in that：It is described to insert
Pin（2）For a kind of steel plate, itself and pre-buried supporting steel plate（5）Weld together, and itself and concrete walls（4）The distance between be
2cm。
3. a kind of bracing means of concrete structure templates for expansion joints according to claim 1, it is characterised in that：It is described mixed
Solidifying cob wall（4）Middle gap is expansion joint, its all building structure run through more than whole building ground.
4. a kind of bracing means of concrete structure templates for expansion joints according to claim 1, it is characterised in that：It is described right
Draw bolt（12）Length range is 80-90cm, and it runs through whole concrete walls（4）.
5. a kind of bracing means of concrete structure templates for expansion joints according to claim 1, it is characterised in that：It is described to draw
Bolt（12）In outer wall template（18）And inside wall formwork（1）On be equidistantly provided with four.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621448324.2U CN206337819U (en) | 2016-12-28 | 2016-12-28 | A kind of bracing means of concrete structure templates for expansion joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621448324.2U CN206337819U (en) | 2016-12-28 | 2016-12-28 | A kind of bracing means of concrete structure templates for expansion joints |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206337819U true CN206337819U (en) | 2017-07-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621448324.2U Expired - Fee Related CN206337819U (en) | 2016-12-28 | 2016-12-28 | A kind of bracing means of concrete structure templates for expansion joints |
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| CN (1) | CN206337819U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356382A (en) * | 2018-10-24 | 2019-02-19 | 福建卓越建设工程开发有限公司 | Drawing and pulling type deformation joint formwork system and construction method |
| CN109763642A (en) * | 2019-03-15 | 2019-05-17 | 中国五冶集团有限公司 | Skyscraper expansion joint wall construction structure and construction method |
| CN110258808A (en) * | 2019-05-31 | 2019-09-20 | 郑州航空工业管理学院 | A kind of assembled architecture reinforcement assembly and assembled architecture |
| CN110439265A (en) * | 2019-08-23 | 2019-11-12 | 重庆建工第三建设有限责任公司 | Bilateral column or wall method for synchronously constructing at a kind of narrow expansion joint |
| CN111042011A (en) * | 2019-12-30 | 2020-04-21 | 中铁六局集团天津铁路建设有限公司 | Side wall reinforcing method for construction of close-distance adjacent frame structure bridge |
-
2016
- 2016-12-28 CN CN201621448324.2U patent/CN206337819U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356382A (en) * | 2018-10-24 | 2019-02-19 | 福建卓越建设工程开发有限公司 | Drawing and pulling type deformation joint formwork system and construction method |
| CN109356382B (en) * | 2018-10-24 | 2024-02-13 | 福建卓越建设工程开发有限公司 | Drawing type deformation joint formwork supporting system and construction method |
| CN109763642A (en) * | 2019-03-15 | 2019-05-17 | 中国五冶集团有限公司 | Skyscraper expansion joint wall construction structure and construction method |
| CN109763642B (en) * | 2019-03-15 | 2023-10-13 | 中国五冶集团有限公司 | Construction structure and construction method for expansion joint wall of high-rise building |
| CN110258808A (en) * | 2019-05-31 | 2019-09-20 | 郑州航空工业管理学院 | A kind of assembled architecture reinforcement assembly and assembled architecture |
| CN110258808B (en) * | 2019-05-31 | 2024-05-14 | 郑州航空工业管理学院 | Assembly type building reinforcing component and assembly type building |
| CN110439265A (en) * | 2019-08-23 | 2019-11-12 | 重庆建工第三建设有限责任公司 | Bilateral column or wall method for synchronously constructing at a kind of narrow expansion joint |
| CN111042011A (en) * | 2019-12-30 | 2020-04-21 | 中铁六局集团天津铁路建设有限公司 | Side wall reinforcing method for construction of close-distance adjacent frame structure bridge |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170718 Termination date: 20171228 |
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| CF01 | Termination of patent right due to non-payment of annual fee |