CN206309019U - One kind is used for heavy in section frame column gang form bracing means - Google Patents
One kind is used for heavy in section frame column gang form bracing means Download PDFInfo
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- CN206309019U CN206309019U CN201621383168.6U CN201621383168U CN206309019U CN 206309019 U CN206309019 U CN 206309019U CN 201621383168 U CN201621383168 U CN 201621383168U CN 206309019 U CN206309019 U CN 206309019U
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- column
- heavy
- template
- bracing means
- frame column
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 125000006850 spacer group Chemical group 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 7
- 230000007306 turnover Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
One kind is used for heavy in section frame column gang form bracing means, including enclosing four column templates being located on four facades of frame column, an inserted block is provided with wherein one end of each column template, a slot being engaged with inserted block is provided with the inside of the other end, elastic rubber layer is provided with the madial wall of slot；An angle steel is equipped with the exterior bottom of each column template, the column template outside spacers above angle steel are provided with the vertical stupefied of several square steel vertically, several clips are arranged with vertical stupefied outside horizontal interval.Using of the present utility model for heavy in section frame column gang form bracing means, operating process is simple, it is only necessary to which two workmans can be operated, and greatly reduce workload, improve efficiency of construction；No longer need to be fixed by bolt, the skilled operation degree requirement to workman is relatively low, has exempted to cause concrete column size to there is deviation due to operational issue.
Description
Technical field：
The utility model is related to a kind of for heavy in section frame column gang form bracing means.
Background technology：
At present, when being reinforced to heavy in section frame column, it is necessary to using template, stand stupefied and for fastening to drawing spiral shell
Bolt is fixed, and operating process is complicated, it is necessary to several workmans are while carry out constructing operation, workload is big, less efficient；Due to applying
Work complex procedures, if workman twists or owes to twist excessively to bolt will cause that concrete column size Control occurs partially in reinforcing process
Difference, surface smoothness is poor, the problems such as external corner is not upright, and finished product Forming Quality is poor occurs；In addition, split bolt hole easily leaks
Slurry so that template cannot be reused, and greatly reduce the number of turnover of template, increased construction cost.
Utility model content：
The utility model provide it is a kind of be used for heavy in section frame column gang form bracing means, its reasonable in design,
Operating process is simple, it is only necessary to which two workmans can be operated, and greatly reduce workload, improve efficiency of construction；No longer
Need to be fixed by bolt, the skilled operation degree requirement to workman is relatively low, has exempted to cause concrete due to operational issue
There is deviation in column dimension, it is ensured that the surfacing of concrete column, it is ensured that finished product Forming Quality.Due to not using to drawing spiral shell
Bolt, it is to avoid the spillage problem of bolt hole, template can be used for multiple times, and substantially increase the number of turnover of template, reduce and apply
Work cost, solves problems of the prior art.
The utility model is that the technical scheme that solution above-mentioned technical problem is used is：
One kind is used for heavy in section frame column gang form bracing means, including encloses four be located on four facades of frame column
Individual column template, an inserted block is provided with wherein one end of each column template, be provided with the inside of the other end one be engaged with inserted block insert
Groove, elastic rubber layer is provided with the madial wall of slot；An angle steel is equipped with the exterior bottom of each column template, on angle steel
The column template outside spacers of side are provided with the vertical stupefied of several square steel vertically, and several cards are arranged with vertical stupefied outside horizontal interval
Hoop.
Several skewed slots are interval with the outer upper of each column template.
The clip includes being sequentially connected by clamping mechanism four cross bars of square steel for enclosing and being located on the outside of column template, described
Clamping mechanism includes being arranged on the hook of crossbar end, and several fixing holes are interval with the other end of cross bar, and hook hangs
In the fixed nose end of adjacent crossbars, by the wedge-shaped steady pin and the adjacent crossbars tight clamping fit that are fastened in fixing hole.
The utility model uses said structure, and operating process is simple, it is only necessary to which two workmans can be operated, and be dropped significantly
Low workload, improves efficiency of construction；No longer need to be fixed by bolt, to the requirement of the skilled operation degree of workman compared with
It is low, exempt to cause concrete column size to there is deviation due to operational issue, it is ensured that the surfacing of concrete column, it is ensured that into
Product Forming Quality.Due to not using split bolt, it is to avoid the spillage problem of bolt hole, template can be used for multiple times, significantly
The number of turnover of template is improve, construction cost is reduced.
Brief description of the drawings：
Fig. 1 is structural representation of the present utility model.
Fig. 2 is angle steel broken section structural representation of the present utility model.
Fig. 3 is the A portions enlarged drawing of Fig. 1 of the present utility model.
In figure, 1, column template, 2, inserted block, 3, slot, 4, elastic rubber layer, 5, angle steel, 6, vertical stupefied, 7, skewed slot, 8, cross bar,
9th, link up with, 10, fixing hole, 11, wedge-shaped steady pin.
Specific embodiment：
For the technical characterstic for illustrating this programme can be understood, below by specific embodiment, and its accompanying drawing is combined, to this reality
It is described in detail with new.
As illustrated in fig. 1-3, it is a kind of to be used for heavy in section frame column gang form bracing means, including enclose and be located at frame column
Four column templates 1 on four facades, an inserted block 2 is provided with wherein one end of each column template 1, and one is provided with the inside of the other end
The slot 3 being engaged with inserted block 2, is provided with elastic rubber layer 4 on the madial wall of slot 3；In the exterior bottom of each column template 1
An angle steel 5 is equipped with, the outside spacers of column template 1 in the top of angle steel 5 are provided with vertical stupefied the 6 of several square steel vertically, vertical stupefied 6
Outside horizontal interval is arranged with several clips.
Several skewed slots 7 are interval with the outer upper of each column template 1.
The clip includes being sequentially connected four cross bars of square steel 8 for enclosing and being located at the outside of column template 1, institute by clamping mechanism
Stating clamping mechanism includes being arranged on the hook 9 of the end of cross bar 8, and several fixing holes 10 are interval with the other end of cross bar 8, hangs
Hook 9 is hung on the fixed nose end of adjacent crossbars 8, tight with adjacent crossbars 8 by the wedge-shaped steady pin 11 being fastened in fixing hole 10
Close clamping.
When being constructed, four column templates 1 are arranged on the outside of frame column, during the installation of column template 1, passed through
The inserted block 2 and slot 3 for being arranged on the end of column template 1 are fixed, it is no longer necessary to which the hand steered column template of workman carries out the peace of next step
Dress.The angle steel 5 for being arranged on the bottom setting of each column template 1 improves the stability of column template 1.When setting vertical stupefied 6, can be by
Vertical stupefied 6 are first arranged in the skewed slot 7 of column template 1, it is no longer necessary to which workman is hand steered.Finally fixed using clip, by the end of cross bar 8
Hook 9 is hung on the fixed nose end of adjacent crossbars 8, the position of the size adjusting wedge shape steady pin 11 according to frame column, most at last
Adjacent cross bar 8 is fixed.
Using of the present utility model for heavy in section frame column gang form bracing means, operating process is simple, it is only necessary to
Two workmans can be operated, and greatly reduce workload, improve efficiency of construction；No longer need to be consolidated by bolt
Fixed, the skilled operation degree requirement to workman is relatively low, has exempted to cause concrete column size to there is deviation due to operational issue, it is ensured that
The surfacing of concrete column, it is ensured that finished product Forming Quality.Due to not using split bolt, it is to avoid the leakage of bolt hole
Slurry problem, template can be used for multiple times, and substantially increase the number of turnover of template, reduce construction cost.
Above-mentioned specific embodiment cannot function as the limitation to the utility model protection domain, for the skill of the art
For art personnel, any alternate modification or conversion made to the utility model implementation method all fall within guarantor of the present utility model
In the range of shield.
The utility model does not describe part in detail, is the known technology of those skilled in the art of the present technique.
Claims (3)
- It is 1. a kind of to be used for heavy in section frame column gang form bracing means, it is characterised in that：Four of frame column are located at including enclosing Four column templates on facade, an inserted block is provided with wherein one end of each column template, and one and inserted block are provided with the inside of the other end The slot being engaged, elastic rubber layer is provided with the madial wall of slot；One jiao is equipped with the exterior bottom of each column template Steel, the column template outside spacers above angle steel are provided with the vertical stupefied of several square steel vertically, in vertical stupefied outside horizontal interval set It is provided with several clips.
- 2. according to claim 1 a kind of for heavy in section frame column gang form bracing means, it is characterised in that：Every The outer upper of individual column template is interval with several skewed slots.
- 3. according to claim 1 a kind of for heavy in section frame column gang form bracing means, it is characterised in that：It is described Clip includes being sequentially connected by clamping mechanism four cross bars of square steel for enclosing and being located on the outside of column template, and the clamping mechanism includes The hook of crossbar end is arranged on, several fixing holes are interval with the other end of cross bar, be hung on adjacent crossbars Fixed nose end, by the wedge-shaped steady pin and the adjacent crossbars tight clamping fit that are fastened in fixing hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621383168.6U CN206309019U (en) | 2016-12-15 | 2016-12-15 | One kind is used for heavy in section frame column gang form bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621383168.6U CN206309019U (en) | 2016-12-15 | 2016-12-15 | One kind is used for heavy in section frame column gang form bracing means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206309019U true CN206309019U (en) | 2017-07-07 |
Family
ID=59251866
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621383168.6U Expired - Fee Related CN206309019U (en) | 2016-12-15 | 2016-12-15 | One kind is used for heavy in section frame column gang form bracing means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206309019U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN110158942A (en) * | 2019-06-13 | 2019-08-23 | 广东潮通建筑总承包工程有限公司 | One kind repeating easy-to-use high-intensitive wall-connecting piece |
| CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
-
2016
- 2016-12-15 CN CN201621383168.6U patent/CN206309019U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN110158942A (en) * | 2019-06-13 | 2019-08-23 | 广东潮通建筑总承包工程有限公司 | One kind repeating easy-to-use high-intensitive wall-connecting piece |
| CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
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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 |
Granted publication date: 20170707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |