CN207277691U - A kind of concrete column position apparatus for form - Google Patents
A kind of concrete column position apparatus for form Download PDFInfo
- Publication number
- CN207277691U CN207277691U CN201720954620.8U CN201720954620U CN207277691U CN 207277691 U CN207277691 U CN 207277691U CN 201720954620 U CN201720954620 U CN 201720954620U CN 207277691 U CN207277691 U CN 207277691U
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- concrete column
- reinforcing bar
- bar
- spacer
- located lateral
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Abstract
The utility model discloses a kind of concrete column position apparatus for form, including some groups of spacer bars, spacer bar described in every group includes two located lateral reinforcing bars and two longitudinal register reinforcing bars, it is mutually perpendicular between the located lateral reinforcing bar and longitudinal register reinforcing bar, plane where the located lateral reinforcing bar and the longitudinal register reinforcing bar is mutually perpendicular to concrete column vertical reinforcement, the latticed plane vertical with concrete column vertical reinforcement is formed between the located lateral reinforcing bar and longitudinal register reinforcing bar, the spacer bar uses fixation with steel wire with concrete column vertical reinforcement, the length of the spacer bar is consistent with concrete column sectional dimension.
Description
Technical field
Construction engineering technical field is the utility model is related to, is specially a kind of concrete column position apparatus for form.
Background technology
In the cast-in-place building structure of architectural engineering, the cover to reinforcement of concrete column sets generally use concrete pad, pad
If block is installed loosely, often cause cushion block to come off in vibrating in casting concrete, cause reinforcing bar protection is installed when serious
Layer is uneven, or even structure stress is had an impact.
Utility model content
The technical problems to be solved in the utility model is to overcome the defects of existing, there is provided a kind of concrete column Template Location dress
Put, the present apparatus is not only efficiently solved in the cast-in-place building structure of architectural engineering, and the cover to reinforcement of concrete column is set usually
Using concrete pad, if cushion block installation is loosely, often cushion block is caused to come off in vibrating in casting concrete, when serious
Cause installation cover to reinforcement uneven, or even structure stress is had an impact.The utility model is safe and reliable, facilitates work
People operates, and overcomes concrete column reinforcing bar protecting layer and controls difficulty big, efficiently solves the above problem, can effectively solve to carry on the back
The problem of in scape technology.
To achieve the above object, the utility model provides following technical solution：A kind of concrete column position apparatus for form, bag
Some groups of spacer bars are included, spacer bar described in every group includes two located lateral reinforcing bars and two longitudinal register reinforcing bars, described
It is mutually perpendicular between located lateral reinforcing bar and longitudinal register reinforcing bar, where the located lateral reinforcing bar and the longitudinal register reinforcing bar
Plane is mutually perpendicular to concrete column vertical reinforcement, formation and concrete between the located lateral reinforcing bar and longitudinal register reinforcing bar
The vertical latticed plane of column vertical reinforcement, the spacer bar uses fixation with steel wire with concrete column vertical reinforcement, described fixed
The length of position reinforcing bar is consistent with concrete column sectional dimension.
As a kind of optimal technical scheme of the utility model, the spacer bar isScrew-thread steel.
As a kind of optimal technical scheme of the utility model, the spacer bar shares 2~8 groups.
As a kind of optimal technical scheme of the utility model, the spacer bar is every along concrete column vertical reinforcement direction
500mm is equipped with one group.
As a kind of optimal technical scheme of the utility model, connection template on the outside of the spacer bar.
As a kind of optimal technical scheme of the utility model, the concrete column vertical reinforcement is arranged on concrete base for post
On plinth.
Compared with prior art, the beneficial effects of the utility model are：The utility model efficiently solves architectural engineering
In cast-in-place building structure, the cover to reinforcement of concrete column sets generally use concrete pad, if cushion block installation is loosely,
Often cause cushion block to come off in vibrating during casting concrete, cause installation cover to reinforcement uneven when serious, or even to knot
The problem of structure stress has an impact, and the utility model is safe and reliable, facilitates operation, overcomes concrete column reinforcing bar
The problems such as protective layer control difficulty is big.
Brief description of the drawings
The structural front view during use of Fig. 1 the utility model.
In figure：1st, located lateral reinforcing bar, 2, longitudinal register reinforcing bar, 3, concrete column vertical reinforcement；4th, template, 5, concrete
Column foundation.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
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 embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
Embodiment one
Referring to Fig. 1, the utility model provides a kind of technical solution：A kind of concrete column position apparatus for form, including 2 groups
Spacer bar, the spacer bar areScrew-thread steel is made；Spacer bar described in every group includes two located lateral reinforcing bars 1
With two longitudinal register reinforcing bars 2, it is mutually perpendicular between the located lateral reinforcing bar 1 and longitudinal register reinforcing bar 2, the located lateral
Reinforcing bar 1 and 2 place plane of the longitudinal register reinforcing bar are mutually perpendicular to concrete column vertical reinforcement 3, and the concrete column is vertical
Reinforcing bar 3 is arranged on concrete column basis 5 formation and concrete column between the located lateral reinforcing bar 1 and longitudinal register reinforcing bar 2
The vertical latticed plane of vertical reinforcement 3, the spacer bar uses fixation with steel wire with concrete column vertical reinforcement 3, described fixed
The length of position reinforcing bar is consistent with concrete column sectional dimension；The spacer bar is along 3 direction of concrete column vertical reinforcement per 500mm
Equipped with one group；Connection template 4 on the outside of the spacer bar.
Embodiment two
Referring to Fig. 1, the utility model provides a kind of technical solution：Concrete column position apparatus for form is planted, including 4 groups are determined
Position reinforcing bar, the spacer bar areScrew-thread steel is made；Spacer bar described in every group includes two 1 Hes of located lateral reinforcing bar
Two longitudinal register reinforcing bars 2, are mutually perpendicular to, the located lateral steel between the located lateral reinforcing bar 1 and longitudinal register reinforcing bar 2
Muscle 1 and 2 place plane of the longitudinal register reinforcing bar are mutually perpendicular to concrete column vertical reinforcement 3, the concrete column vertical steel
Muscle 3 is arranged on to be formed between the located lateral reinforcing bar 1 and longitudinal register reinforcing bar 2 on concrete column basis 5 and is erected with concrete column
The latticed plane vertical to reinforcing bar 3, the spacer bar use fixation with steel wire, the positioning with concrete column vertical reinforcement 3
The length of reinforcing bar is consistent with concrete column sectional dimension；The spacer bar is set along 3 direction of concrete column vertical reinforcement per 500mm
There is one group；Connection template 4 on the outside of the spacer bar.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from the principle of the utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (7)
- A kind of 1. concrete column position apparatus for form, it is characterised in that：Including some groups of spacer bars, spacer bar described in every group Including two located lateral reinforcing bars (1) and two longitudinal register reinforcing bars (2), the located lateral reinforcing bar (1) and longitudinal register steel Muscle is mutually perpendicular between (2), plane and concrete column where the located lateral reinforcing bar (1) and the longitudinal register reinforcing bar (2) Vertical reinforcement (3) is mutually perpendicular to, and is formed between the located lateral reinforcing bar (1) and longitudinal register reinforcing bar (2) and is erected with concrete column The latticed plane vertical to reinforcing bar (3), the spacer bar uses fixation with steel wire with concrete column vertical reinforcement (3), described The length of spacer bar is consistent with concrete column sectional dimension.
- A kind of 2. concrete column position apparatus for form according to claim 1, it is characterised in that：The end of the spacer bar Portion scribbles antirust paint.
- A kind of 3. concrete column position apparatus for form according to claim 2, it is characterised in that：The spacer bar is ￠ 16mm screw-thread steels are made.
- A kind of 4. concrete column position apparatus for form according to claim 3, it is characterised in that：The spacer bar shares 2~8 groups.
- 5. according to a kind of concrete column position apparatus for form of claims 1 to 3 any one of them, it is characterised in that：It is described fixed Position reinforcing bar is equipped with one group per 500mm along concrete column vertical reinforcement (3) direction.
- 6. a kind of concrete column position apparatus for form according to claim 5, is characterized in that：Connect on the outside of the spacer bar Connect template (4).
- 7. a kind of concrete column position apparatus for form according to claim 6, is characterized in that：The concrete column vertical steel Muscle (3) is arranged on concrete column basic (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720954620.8U CN207277691U (en) | 2017-08-02 | 2017-08-02 | A kind of concrete column position apparatus for form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720954620.8U CN207277691U (en) | 2017-08-02 | 2017-08-02 | A kind of concrete column position apparatus for form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277691U true CN207277691U (en) | 2018-04-27 |
Family
ID=61986712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720954620.8U Active CN207277691U (en) | 2017-08-02 | 2017-08-02 | A kind of concrete column position apparatus for form |
Country Status (1)
| Country | Link |
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| CN (1) | CN207277691U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206305A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form |
| CN110725539A (en) * | 2019-10-12 | 2020-01-24 | 江苏省华建建设股份有限公司 | Template positioning system for pouring and tamping concrete and installation method thereof |
| CN112343336A (en) * | 2020-11-20 | 2021-02-09 | 中国建筑第七工程局有限公司 | Concrete wall column template positioning device and construction method thereof |
| CN113027125A (en) * | 2021-03-04 | 2021-06-25 | 中国十七冶集团有限公司 | Construction method for polygonal concrete frame column formwork support |
-
2017
- 2017-08-02 CN CN201720954620.8U patent/CN207277691U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206305A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of steel reinforcement cage and the whole straight anchoring bit architecture of steel form |
| CN110725539A (en) * | 2019-10-12 | 2020-01-24 | 江苏省华建建设股份有限公司 | Template positioning system for pouring and tamping concrete and installation method thereof |
| CN112343336A (en) * | 2020-11-20 | 2021-02-09 | 中国建筑第七工程局有限公司 | Concrete wall column template positioning device and construction method thereof |
| CN113027125A (en) * | 2021-03-04 | 2021-06-25 | 中国十七冶集团有限公司 | Construction method for polygonal concrete frame column formwork support |
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