CN209114883U - Column reinforcing bar, position apparatus for form - Google Patents
Column reinforcing bar, position apparatus for form Download PDFInfo
- Publication number
- CN209114883U CN209114883U CN201821758600.4U CN201821758600U CN209114883U CN 209114883 U CN209114883 U CN 209114883U CN 201821758600 U CN201821758600 U CN 201821758600U CN 209114883 U CN209114883 U CN 209114883U
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- CN
- China
- Prior art keywords
- reinforcing bar
- template
- column
- bar
- supporting element
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 82
- 239000004567 concrete Substances 0.000 claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 230000000712 assembly Effects 0.000 claims abstract description 4
- 238000000429 assembly Methods 0.000 claims abstract description 4
- 230000005540 biological transmission Effects 0.000 claims description 14
- 238000007596 consolidation process Methods 0.000 claims description 6
- 239000011241 protective layer Substances 0.000 claims description 4
- 238000005266 casting Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Abstract
The utility model provides a kind of column reinforcing bar, position apparatus for form, it is related to building engineering field, including several reinforcing bar positioning components and several template limit assemblies, reinforcing bar positioning component is installed on the inside of template, template limit assembly is installed on the outside of template, and template limit assembly is used to limit column template to the direction movement far from reinforcing bar, reinforcing bar positioning component includes supporting element and reinforcing bar locating piece, the top of supporting element is arranged in reinforcing bar locating piece, reinforcing bar locating piece includes top plate, top plate offers multiple for controlling the limited bayonet of the relative position of reinforcing bar, the quantity of limited bayonet is that position is corresponding with column longitudinal reinforcement, supporting element is for fixing reinforcing bar positioning component with reinforcing bar.The device inside and outside reinforcing bar and template by being fixed; ensure that column reinforcing bar keeps vertical; guarantee that during casting concrete deviation does not occur for template, by the intensity, position and the stability requirement that meet thickness of concrete cover requirement and reinforced column.
Description
Technical field
The utility model relates generally to building engineering field, in particular to a kind of column reinforcing bar, position apparatus for form.
Background technique
In Building Construction, being located through for column reinforcing bar is all only bound together dependent on main reinforcement
Stirrup realize, but since specification can not be completely the same when production for stirrup, and bound when
Time also will appear some deviations, cause when column reinforcing bar is fixed, deviation can occur for column reinforcing bar, make to pour the steel built up
Reinforced concrete column bears eccentric force, influences the safety of structure, in addition, leading to for column template also not set special fixed structure
It is often to be fixed temporarily in the body structure surface turn hole pre-buried steel rib for pouring completion, fixed effect is bad, and is easy to
Make template that deviation occur, influences thickness of concrete cover, it is also possible to make whole reinforced column run-off the straight or deviation.
Utility model content
The purpose of this utility model is to provide a kind of column reinforcing bars, position apparatus for form, obtain above-mentioned problem effectively
Improve.
The utility model is realized in this way:
Based on above-mentioned purpose, the embodiments of the present invention provide a kind of column reinforcing bar, position apparatus for form, for installing
In the two sides of concrete column template, including several reinforcing bar positioning components and several template limit assemblies, the reinforcing bar positioning component
It is installed on the inside of the template, the template limit assembly is installed on the outside of the template, and the template limit assembly is used
Mobile to the direction far from reinforcing bar in limitation column template, the reinforcing bar positioning component includes supporting element and reinforcing bar locating piece, described
The top of supporting element is arranged in the reinforcing bar locating piece, and the reinforcing bar locating piece includes top plate, and the top plate offers multiple
For controlling the limited bayonet of the relative position of reinforcing bar, the quantity of the limited bayonet is that position is corresponding with column longitudinal reinforcement, institute
Supporting element is stated for fixing the reinforcing bar positioning component with reinforcing bar.
In the alternative embodiment of the utility model, the supporting element includes concrete column, connecting rod and locating rod, institute
The top for stating connecting rod is arranged in the top plate, and the other end of the connecting rod is fixedly connected with the top of the concrete column,
The locating rod is fixed on one end close to the concrete column of the connecting rod, and the width of institute's concrete column is greater than or waits
In the protective layer thickness of reinforcing bar.
In the alternative embodiment of the utility model, the reinforcing bar locating piece further includes connecting plate, the length of the connecting plate
The equal length of degree and the top plate, the edge of the connecting plate and the edge far from the limited bayonet of the top plate are fixed
Connection, and connecting plate connects l-shaped with the top plate, the side far from the top plate of the connecting plate is limited with the template
Component temporary consolidation.
In the alternative embodiment of the utility model, the template limit assembly includes vertical abutting bar, laterally abuts bar
And transmission rod, the top of the transmission rod and the connecting plate temporary consolidation, the top of the transmission rod are erected with close to described
It is fixedly connected to the position on the top for abutting bar, the vertical top for abutting bar is used to be embedded into the concrete of capital floor
Interior, the bar that laterally abuts is fixedly connected with the vertical position close to the transmission rod for abutting bar.
Compared with prior art, the utility model has the beneficial effects that
Column reinforcing bar, the position apparatus for form of the embodiments of the present invention offer, inside and outside to reinforcing bar and template
It is fixed, it is ensured that column reinforcing bar keeps vertical, guarantees that during casting concrete deviation does not occur for template, mixed by meeting
Intensity, position and the stability requirement of solidifying protective soil layer thickness requirement and reinforced column.
Detailed description of the invention
It, below will be to required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
The attached drawing used is briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore not
It should be considered as the restriction to range, for those of ordinary skill in the art, without creative efforts,
It can also be obtained according to these attached drawings other relevant attached drawings.
Fig. 1 is that the structure at one of visual angle of column reinforcing bar provided by the embodiment of the utility model, position apparatus for form is shown
It is intended to；
Fig. 2 is the structural schematic diagram at another visual angle of the column reinforcing bar of Fig. 1, position apparatus for form；
Fig. 3 is the schematic view of the mounting position of the reinforcing bar of Fig. 1, position apparatus for form.
Icon: 10- reinforcing bar positioning component；11- supporting element；110- concrete column；111- connecting rod；112- locating rod；12-
Reinforcing bar locating piece；120- top plate；121- limited bayonet；122- connecting plate；20- template limit assembly；21- vertically abuts bar；22-
Laterally abut bar；23- transmission rod；30- column template.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here in attached drawing description and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.Therefore, below to attached
The detailed description of the embodiments of the present invention provided in figure is not intended to limit the range of claimed invention,
But it is merely representative of the selected embodiment of the utility model.
Embodiment
It please refers to shown in Fig. 1-Fig. 3, the embodiments of the present invention provide a kind of column reinforcing bar, position apparatus for form, use
In the two sides for being installed on 110 template of concrete column, including several reinforcing bar positioning components 10 and several template limit assemblies 20, reinforcing bar
Positioning component 10 is installed on the inside of template, and template limit assembly 20 is installed on the outside of template, in general, most of reinforcing bar
The cross section of concrete column 110 is all square or rectangle, for these reinforced columns 110, reinforcing bar positioning
The quantity of component 10 and template limit assembly 20, which is all provided with, is set to four, and a steel is arranged in the every side of reinforced column 110
Muscle positioning component 10 and a template limit assembly 20, make column reinforcing bar and column template 30 that can be fixed than stronger, when
So, when column section is more than one fixed width, 10 He of reinforcing bar positioning component in each face of 110 body of reinforced column can suitably be increased
The quantity of template limit assembly 20.And when reinforced column 110 is abnormity, then it needs to set in each side correspondence
Set at least one reinforcing bar positioning component 10 and at least one template limit assembly 20.
It is mobile to the direction far from reinforcing bar that template limit assembly 20 is used to limit column template 30, primarily to resisting coagulation
When soil is to the lateral pressure and casting concrete of template, concrete enters in mold process to the side impacting force of column template 30.Such as
Shown in Fig. 1, reinforcing bar positioning component 10 includes supporting element 11 and reinforcing bar locating piece 12, and the top of supporting element 11 is arranged in reinforcing bar positioning
In part 12, reinforcing bar locating piece 12 includes top plate 120, and top plate 120 offers multiple for controlling the positioning of the relative position of reinforcing bar
Bayonet 121, the quantity of limited bayonet 121 are that position is corresponding with column longitudinal reinforcement, the corresponding column steel of each limited bayonet 121
When installation, column reinforcing bar is caught in corresponding limited bayonet 121 for muscle, so that column reinforcing bar is kept vertical, while can also protect
Spacing between card adjacent pillars reinforcing bar meets code requirement.Supporting element 11 is for fixing reinforcing bar positioning component 10 with reinforcing bar.
Specifically, supporting element 11 includes concrete column 110, connecting rod 111 and locating rod 112, the top of connecting rod 111
It is arranged in top plate 120, the other end of connecting rod 111 is fixedly connected with the top of concrete column 110, and locating rod 112 is fixed on company
One end of the close concrete column 110 of extension bar 111, the width of concrete column 110 are more than or equal to the protective layer thickness of reinforcing bar,
The spacing (i.e. protective layer thickness) between reinforcing bar and template can be controlled by concrete column 110, the size of concrete column 110 can
To be arranged to: 20mm × 20mm × 150mm(length × width × height), connecting rod 111 and locating rod 112 are made of 10 reinforcing bar of Φ,
Wherein 112 length of locating rod is not less than 50mm, and 111 length of connecting rod is not less than 200mm, when production, using C20 concrete concrete
Earth pillar 110, while pre-buried connecting rod 111 enters 30mm in concrete column 110, it is ensured that the exposed 170mm of connecting rod 111, connecting rod
111, the vertical spacing on 112 vertical welding of locating rod, positioning and 110 top of concrete column is 20mm, it is ensured that 112 or more locating rod
111 length of connecting rod is 150mm.It is that supporting element 11 is seated on column cap reinforcing bar when use, is prevented by locating rod 112
Sub-assembly falls.
In the present embodiment, reinforcing bar locating piece 12 further includes connecting plate 122, the length of connecting plate 122 and the length of top plate 120
Spend equal, the edge of the remotely located bayonet 121 at the edge and top plate 120 of connecting plate 122 is fixedly connected, and 122 He of connecting plate
Top plate 120 connects l-shaped, structural strength can be enhanced, certainly, angle can be directly used in top plate 120 and connecting plate 122 here
Steel substitutes, and can make its globality more preferable.The side of the separate top plate 120 of connecting plate 122 and template limit assembly 20 are interim
Consolidation, again by connecting plate 122 and template limit assembly after the board concrete connecting with capital pours and reaches some strength
20 dismantle, and upper layer column template 30 are then installed between connecting plate 122 and template limit assembly 20, due to template limit assembly 20
It is embedded in board concrete, position is accurate, stable structure, and template can be made to fix very secured.
In the present embodiment, as shown in Fig. 2, template limit assembly 20 include it is vertical abut bar 21, laterally abut bar 22 with
And transmission rod 23, the top of transmission rod 23 and 122 temporary consolidation of connecting plate, the top of transmission rod 23 abut bar 21 with close to vertical
The position on top be fixedly connected, the vertical top for abutting bar 21 is laterally abutted for being embedded into the concrete of capital floor
Bar 22 is fixedly connected with the position for the close transmission rod 23 for vertically abutting bar 21.
It should be noted that vertically abutting bar 21 is embedded bar Template Location muscle, and fixed by transmission rod 23 and reinforcing bar
Position part 12 connect it is integral, laterally abut bar 22 with vertically abuts bar 21 welding, and laterally abutting bar 22 be arranged to and plate top
Planes align, the thickness that concrete floor can be controlled by laterally abutting bar 22, while laterally abutting bar 22 and being embedded into coagulation
It can also be improved the effect that template limit assembly 20 resists template lateral thrust in soil.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (4)
1. a kind of column reinforcing bar, position apparatus for form, for being installed on the two sides of concrete column template, which is characterized in that if including
Dry reinforcing bar positioning component and several template limit assemblies, the reinforcing bar positioning component are installed on the inside of the template, the template
Limit assembly is installed on the outside of the template, and the template limit assembly is used to limit column template to the direction far from reinforcing bar
Mobile, the reinforcing bar positioning component includes supporting element and reinforcing bar locating piece, and it is fixed that the top of the supporting element is arranged in the reinforcing bar
In the part of position, the reinforcing bar locating piece includes top plate, and the top plate offers multiple for controlling the positioning of the relative position of reinforcing bar
Bayonet, the quantity of the limited bayonet are that position is corresponding with column longitudinal reinforcement, and the supporting element is used for the reinforcing bar positioning group
Part is fixed with reinforcing bar.
2. column reinforcing bar according to claim 1, position apparatus for form, which is characterized in that the supporting element includes concrete
Column, connecting rod and locating rod, the top of the connecting rod are arranged in the top plate, and the other end of the connecting rod is mixed with described
The top of solidifying earth pillar is fixedly connected, and the locating rod is fixed on one end close to the concrete column of the connecting rod, is mixed
The width of solidifying earth pillar is more than or equal to the protective layer thickness of reinforcing bar.
3. column reinforcing bar according to claim 1, position apparatus for form, which is characterized in that the reinforcing bar locating piece further includes
Connecting plate, the equal length of the length of the connecting plate and the top plate, the edge of the connecting plate are separate with the top plate
The edge of the limited bayonet is fixedly connected, and connecting plate connects l-shaped, the separate top of the connecting plate with the top plate
The side of plate and the template limit assembly temporary consolidation.
4. column reinforcing bar according to claim 3, position apparatus for form, which is characterized in that the template limit assembly includes
It is vertical to abut bar, laterally abut bar and transmission rod, the top of the transmission rod and the connecting plate temporary consolidation, the power transmission
The top of bar is fixedly connected with the position close to the vertical top for abutting bar, and the vertical top for abutting bar is for pre-buried
In the concrete for entering capital floor, the bar that laterally abuts is fixed with the vertical position close to the transmission rod for abutting bar
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821758600.4U CN209114883U (en) | 2018-10-29 | 2018-10-29 | Column reinforcing bar, position apparatus for form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821758600.4U CN209114883U (en) | 2018-10-29 | 2018-10-29 | Column reinforcing bar, position apparatus for form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209114883U true CN209114883U (en) | 2019-07-16 |
Family
ID=67202722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821758600.4U Expired - Fee Related CN209114883U (en) | 2018-10-29 | 2018-10-29 | Column reinforcing bar, position apparatus for form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209114883U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778112A (en) * | 2019-07-30 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Connecting seat for fixing stand column template |
-
2018
- 2018-10-29 CN CN201821758600.4U patent/CN209114883U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778112A (en) * | 2019-07-30 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Connecting seat for fixing stand column template |
| CN110778112B (en) * | 2019-07-30 | 2021-12-31 | 绍兴市城投建筑工业化制造有限公司 | Connecting seat for fixing stand column template |
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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: 20190716 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |