CN206957213U - Adjustable column template reinforces mould - Google Patents
Adjustable column template reinforces mould Download PDFInfo
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- CN206957213U CN206957213U CN201720721862.2U CN201720721862U CN206957213U CN 206957213 U CN206957213 U CN 206957213U CN 201720721862 U CN201720721862 U CN 201720721862U CN 206957213 U CN206957213 U CN 206957213U
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Abstract
The utility model belongs to the realm of building construction, in order to solve the problems such as stability is poor, cost is high existing for existing model of the column reinforcement means, the utility model provides a kind of adjustable column template and reinforces mould, including four block structure size identical channel-section steels, four blocks of channel-section steels are opening up, are close to surround the rectangular connection of column template, the parallel opposite side channel-section steel of one of which is on upper strata, another group of parallel opposite side channel-section steel is in lower floor, the both ends of parallel opposite side channel-section steel are connected by Screw arbor with nut at both-ends lock respectively, and the levels channel-section steel at four angles of rectangular reinforcement mould is bolted；The Screw arbor with nut at both-ends is on the outside of column template.The utility model device replaces steel pipe using channel-section steel, and one can increase bending rigidity, avoids the construction error caused by the deformation for reinforcing mould；The back medial surface of channel-section steel is the forming surface of post simultaneously, and the locating effect of face contact is more preferably.
Description
Technical field
The utility model belongs to the realm of building construction, and in particular to a kind of adjustable column template reinforces mould.
Background technology
Building trade framed column template way at present：Fixed using steel pipe and screw rod through walls.The method is easily operated, teams and groups
Construct more convenient, easily set up, but this method does not ensure very well to formwork reinforcement system, the mould that easily occurs rising shows
As, and vibrate and exaggerate during construction, the stability of support body is not very reliable.Meanwhile because there is Screw arbor with nut at both-ends centre, surface is caused to put down
Whole degree is very poor.
The shortcomings that existing for conventional steel fixed form, also it is proposed that described in such as patent 201210076591.1
Detached column formwork reinforcement equipment, although the equipment has the characteristics of Reusability, easy for installation, need on the outside of its two connecting rod
Anti- sliding rib is set, while dop living need to be configured, because the function of anti-sliding rib and dop living can directly affect the reinforcing of opposition column template
Effect, especially vibrate exaggerate when, if the technological requirement of anti-sliding rib is up to standard or living dop in the failure such as spring part when, meeting
There is the serious consequence being stripped.Therefore, manufacture craft of anti-sliding rib of ruggedized construction requires high in this, dop restricted lifetime living,
It need to often change, add the making duration before model of the column is reinforced, while cost significantly improves, and lacks in practice of construction real
The property used.
The content of the invention
The utility model enters to solve the problems such as stability is poor, cost is high existing for existing model of the column reinforcement means
And provide a kind of adjustable column template and reinforce mould.
The utility model adopts the following technical scheme that：
A kind of adjustable column template reinforces mould, including four block structure size identical channel-section steels, four blocks of channel-section steels are opening up,
Be close to surround the rectangular connection of column template, the parallel opposite side channel-section steel of one of which on upper strata, another group of parallel opposite side channel-section steel in lower floor,
The both ends of parallel opposite side channel-section steel are connected by Screw arbor with nut at both-ends lock respectively, the levels at four angles of rectangular reinforcement mould
Channel-section steel is bolted；The Screw arbor with nut at both-ends is on the outside of column template.
The both sides back both ends of the channel-section steel be provided with regulation Screw arbor with nut at both-ends installation site to draw adjustment hole；The bottom plate of channel-section steel
Both ends are provided with bolt adjustment hole.
Described pair is drawn the width of rebate that the length of adjustment hole and bolt adjustment hole is not less than channel-section steel, to meet the mistake of column dimension
Difference regulation construction.
The utility model device replaces steel pipe using channel-section steel, and one can increase bending rigidity, avoids the deformation because reinforcing mould
Caused construction error；The back medial surface of channel-section steel is the forming surface of post simultaneously, and the locating effect of face contact is more preferably.
The Screw arbor with nut at both-ends reinforced between channel-section steel is not direct with post forming surface all the time as the position between the back of channel-section steel both sides
Contact, improve the beautiful appearance effect of post.
Be provided with channel-section steel to drawing adjustment hole and bolt adjustment hole, it is ensured that channel-section steel in the range of construction error to draw connection and
Levels connect, and form adjustable and firm reinforcing mould.
Channel-section steel, Screw arbor with nut at both-ends and connecting bolt can be drawn materials by building-site material cut, it is not necessary to prepare in advance, from
The complexity and cost of manufacture craft are superior to the tailored version detached column formwork reinforcement described in patent 201210076591.1
Equipment.
Brief description of the drawings
Fig. 1 is structure top view of the present utility model；
Fig. 2 is Fig. 1 A direction views；
In figure：1- Screw arbor with nut at both-ends, 2- upper stratas channel-section steel, 3- rinforcement bars, 4- lower floors channel-section steel, 5- bolts, 6- bolts adjustment hole, 7-
To drawing adjustment hole.
Embodiment
With reference to accompanying drawing, specific embodiment of the present utility model is described further：
Adjustable column template as shown in Figure 1, 2 reinforces mould, and traditional steel pipe, channel-section steel rigidity are replaced using four blocks of channel-section steels
Larger not allow pliable to be not in the mould that rises, the existing channel-section steel in building site may be selected in channel-section steel, as long as intensity is suitable.
Four blocks of channel-section steels are opening up, are close to surround the rectangular connection of column template, and the parallel opposite side channel-section steel of one of which is upper（Figure
Show component 2）, another group of parallel opposite side channel-section steel is under（Illustrate component 4）, the both ends of parallel opposite side channel-section steel are respectively by drawing
The connection of screw rod 1 is locked, and the channel-section steel up and down at four angles is bolted；The Screw arbor with nut at both-ends is on the outside of column template, then right
Screw rod is drawn not interfere with the face that pours of post, post is molded later perception and improved a lot, and is not in flute mark.
In order to meet construction error technological requirement, regulation Screw arbor with nut at both-ends installation site is provided with the both sides back both ends of channel-section steel
To draw adjustment hole；The bottom plate both ends of channel-section steel are provided with bolt adjustment hole, the device is used for the post for reinforcing different dimensions
Template.To meet to adjust installation requirement, the width of rebate of channel-section steel is not less than to the length for drawing adjustment hole and bolt adjustment hole.
During installation, four workmens are respectively at the corner of column template, first with split bolt by the two of lower floor
Parallel opposite side channel-section steel is tight to zip, then again that the two of upper strata parallel opposite side channel-section steels are tight to zip, finally using bolt by upper strata
Channel-section steel and lower floor's channel-section steel connect as one, and the back medial surface of four blocks of channel-section steels is post forming surface, and split bolt is all the time as groove
Position between the back of steel two, without interference with the forming surface of damage post.Similarly, only need to be by connecting bolt and Screw arbor with nut at both-ends during dismounting
Dismounting.
Claims (3)
1. a kind of adjustable column template reinforces mould, including four block structure size identical channel-section steels, it is characterised in that：Four blocks of channel-section steels
It is opening up, be close to surround the rectangular connection of column template, the parallel opposite side channel-section steel of one of which is in upper strata, another group of parallel opposite side groove
Steel connects locking, four angles of rectangular reinforcement mould by Screw arbor with nut at both-ends respectively at lower floor, the both ends of parallel opposite side channel-section steel
The levels channel-section steel at place is bolted；The Screw arbor with nut at both-ends is on the outside of column template.
2. adjustable column template according to claim 1 reinforces mould, it is characterised in that：The both sides back two of the channel-section steel
End be provided with regulation Screw arbor with nut at both-ends installation site to draw adjustment hole；The bottom plate both ends of channel-section steel are provided with bolt adjustment hole.
3. adjustable column template according to claim 2 reinforces mould, it is characterised in that：Described pair is drawn adjustment hole and bolt
The length of adjustment hole is not less than the width of rebate of channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720721862.2U CN206957213U (en) | 2017-06-21 | 2017-06-21 | Adjustable column template reinforces mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720721862.2U CN206957213U (en) | 2017-06-21 | 2017-06-21 | Adjustable column template reinforces mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206957213U true CN206957213U (en) | 2018-02-02 |
Family
ID=61384774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720721862.2U Active CN206957213U (en) | 2017-06-21 | 2017-06-21 | Adjustable column template reinforces mould |
Country Status (1)
| Country | Link |
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| CN (1) | CN206957213U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487633A (en) * | 2018-05-18 | 2018-09-04 | 武汉建工集团股份有限公司 | A kind of big section rectangle primary and secondary column combination formula template reinforcing device |
| CN108590199A (en) * | 2018-07-16 | 2018-09-28 | 浙江中南建设集团钢结构有限公司 | A kind of bottom bolt single layer steel column installation interim stabilization structure and its antihunt means |
| CN110792258A (en) * | 2019-11-12 | 2020-02-14 | 金陵科技学院 | A solid mould equipment for concrete square column is pour |
| CN111255233A (en) * | 2020-02-18 | 2020-06-09 | 佛山新籁工程科技有限公司 | Be applied to reinforcing apparatus of bridge support post template |
| TWI827413B (en) * | 2022-12-21 | 2023-12-21 | 永濬營造工程有限公司 | Adjustable metal mold |
-
2017
- 2017-06-21 CN CN201720721862.2U patent/CN206957213U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487633A (en) * | 2018-05-18 | 2018-09-04 | 武汉建工集团股份有限公司 | A kind of big section rectangle primary and secondary column combination formula template reinforcing device |
| CN108487633B (en) * | 2018-05-18 | 2023-10-03 | 武汉建工集团股份有限公司 | Large-section rectangular primary-secondary column combined type template reinforcing device |
| CN108590199A (en) * | 2018-07-16 | 2018-09-28 | 浙江中南建设集团钢结构有限公司 | A kind of bottom bolt single layer steel column installation interim stabilization structure and its antihunt means |
| CN110792258A (en) * | 2019-11-12 | 2020-02-14 | 金陵科技学院 | A solid mould equipment for concrete square column is pour |
| CN110792258B (en) * | 2019-11-12 | 2021-05-25 | 金陵科技学院 | A solid mould equipment for concrete square column is pour |
| CN111255233A (en) * | 2020-02-18 | 2020-06-09 | 佛山新籁工程科技有限公司 | Be applied to reinforcing apparatus of bridge support post template |
| TWI827413B (en) * | 2022-12-21 | 2023-12-21 | 永濬營造工程有限公司 | Adjustable metal mold |
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Legal Events
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200427 Address after: 030006 1st floor, No.8, xierxiang, South Bingzhou Road, Xiaodian District, Taiyuan City, Shanxi Province Patentee after: SHANXI KEYUAN BUILDING RESEARCH AND TESTING Co.,Ltd. Address before: 030012 No. 7 sports North Street, Shanxi, Taiyuan Patentee before: CHINA SHANXI SIJIAN GROUP Co.,Ltd. |