CN207700064U - A kind of Precast T-Beam reinforcing steel bar-binding bench - Google Patents
A kind of Precast T-Beam reinforcing steel bar-binding bench Download PDFInfo
- Publication number
- CN207700064U CN207700064U CN201721769532.7U CN201721769532U CN207700064U CN 207700064 U CN207700064 U CN 207700064U CN 201721769532 U CN201721769532 U CN 201721769532U CN 207700064 U CN207700064 U CN 207700064U
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- Prior art keywords
- steel
- bar
- binding
- precast
- steel bar
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- 230000027455 binding Effects 0.000 title claims abstract description 53
- 238000009739 binding Methods 0.000 title claims abstract description 53
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 133
- 239000010959 steel Substances 0.000 claims abstract description 133
- 230000002787 reinforcement Effects 0.000 claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 210000003205 muscle Anatomy 0.000 claims description 5
- 238000012797 qualification Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to a kind of Precast T-Beam reinforcing steel bar-binding benchs to be made of joint bar steel pipe and column channel steel, and Precast T-Beam reinforcing steel bar-binding bench is made of T beam webs reinforcing steel bar-binding bench and T beam roof steel bars binding platform.The T beam webs reinforcing steel bar-binding bench is made of symmetrically arranged two web reinforcements binding platform, it is in laterally that spacing distance is equipped with card bottom steel bar groove that each web reinforcement binding platform, which is on bottom support channel steel, the outside lower end of several column channel steels supports the medial surface of channel steel to be linked together in spacing distance and bottom, the medial surface of side steel plate is linked together in the outer upper of spacing distance and column channel steel, is in laterally that spacing distance is equipped with joint bar steel pipe on each column channel steel.The utility model can solve the quality problems occurred in reinforcing bar process of binding, can guarantee that the spacing of web reinforcement, roof steel bar and horizontal bar is uniform, to improve cover to reinforcement qualification rate, have it is simple in structure, save labor and high-quality advantage.
Description
Technical field
The utility model belongs to a kind of Precast T-Beam reinforcing steel bar-binding bench.
Background technology
Currently, at the construction field (site) in Precast T-Beam reinforcing bar process of binding, the especially larger Precast T-Beam reinforcing bar of span is tied up
During bundle, web reinforcement and roof steel bar are easy to tilt, and cause bar spacing uneven.Meanwhile there is also tie up for horizontal reinforcement
Bundle is not horizontal to cause bar spacing qualification rate low, so that the problems such as cover to reinforcement qualification rate is low is also also resulted in, and bar spacing
Uneven, protective layer thickness is again not enough that concrete is caused the main reason for crack occur.How web reinforcement, top plate steel are solved
Muscle and horizontal bar spacing are uneven and other issues, are the pressing issues that building field need to solve as early as possible.
Invention content
The purpose of this utility model is a kind of Precast T-Beam reinforcing steel bar-binding bench of design, can solve to occur in reinforcing bar process of binding
Quality problems, can guarantee that the spacing of web reinforcement, roof steel bar and horizontal bar is uniform, to improve cover to reinforcement qualification
Rate, have it is simple in structure, save labor and high-quality advantage.
For this reason, the utility model is made of joint bar steel pipe and column channel steel, Precast T-Beam reinforcing steel bar-binding bench is by T soffit of girder slabs
Muscle binds platform and T beam roof steel bars binding platform is constituted：
The T beam webs reinforcing steel bar-binding bench is made of symmetrically arranged two web reinforcements binding platform, each web steel
It is that bottom supports laterally in spacing distance equipped with card bottom steel bar groove on channel steel that muscle, which binds platform, and the outside lower end of several column channel steels is in interval
Distance supports the medial surface of channel steel to be linked together the bottom of with, and the medial surface of side steel plate connects in the outer upper of spacing distance and column channel steel
It is integrated, is in laterally that spacing distance is equipped with joint bar steel pipe on each column channel steel.
The T beam roof steel bars binding platform is made of symmetrically arranged two roof steel bars binding platform, each top plate steel
It is to push up laterally to be equipped with card top steel bar groove in spacing distance on steel plate that muscle, which binds platform, and the outer upper end of several top support channel steels is in be spaced
Distance and the inside lower end of top steel plate are linked together, and the outer upper end of top support channel steel is equipped with top and reinforces steel plate, and steel plate is reinforced on top
It is welded into one with several top support channel steels end face in corresponding portion.
The position of the card bottom steel bar groove is identical as the position of lateral bottom bar dowel in Precast T-Beam.The joint bar steel
The position of the axis of pipe is identical as the position of transversal web reinforcing bar in Precast T-Beam.Joint bar steel pipe, card top steel bar groove and the card
The axis of bottom steel bar groove is parallel.The position of the card top steel bar groove is identical as the position for laterally pushing up bar dowel in Precast T-Beam.Institute
The length that steel plate is reinforced on the bottom support channel steel stated and top is identical as the length of Precast T-Beam, is set between two roof steel bar binding platforms
There is strut.
Said structure design has reached the purpose of this utility model.
The utility model can solve the quality problems occurred in reinforcing bar process of binding, can guarantee web reinforcement, roof steel bar
And the spacing of horizontal bar is uniform, to improve cover to reinforcement qualification rate, have it is simple in structure, save labor with it is high-quality
Advantage.
Beneficial effects of the present invention：
（1）The present invention is easy to operate understandable, and more people assembling reinforcement simultaneously, web reinforcement and roof steel bar position can be supported solid
It is fixed, will not run-off the straight, and can guarantee that assembling reinforcement spacing is consistent with spacing is designed.
（2）The production qualification rate of construction site Precast T-Beam is improved, project cost is reduced.Web reinforcement and roof steel bar point
Be not placed on card bottom steel bar groove and card top steel bar groove in will not run-off the straight phenomenon, horizontal bar（It is longitudinal）The bar dowel being placed on
（It is 1 meter long）On, it ensure that the level and spacing of horizontal bar, ensure that cover to reinforcement qualification rate, improve beam slab qualification rate.Section
About human and material resources, financial resources reduce the waste of material, reduce project cost.
Description of the drawings
Fig. 1 is that the web reinforcement of the utility model binds the structural schematic diagram of platform.
Fig. 2 is that the web reinforcement of the utility model binds the use state diagram of platform.
Fig. 3 is that the roof steel bar of the utility model binds the structural schematic diagram of platform.
Fig. 4 is that the roof steel bar of the utility model binds the use state diagram of platform.
Specific implementation mode
As shown in Figures 1 to 4, a kind of Precast T-Beam reinforcing steel bar-binding bench is made of joint bar steel pipe and column channel steel, Precast T-Beam
Reinforcing steel bar-binding bench is made of T beam webs reinforcing steel bar-binding bench and T beam roof steel bars binding platform：
As shown in Figure 1 to Figure 2, the T beam webs reinforcing steel bar-binding bench binds platform by symmetrically arranged two web reinforcements
Composition.Each web reinforcement binds platform：It is in laterally that spacing distance is equipped with card bottom steel bar groove 5 that bottom, which supports on channel steel 1,.The card
The position of bottom steel bar groove is identical as the position of lateral bottom bar dowel in Precast T-Beam.The outside lower end of several column channel steels 4 is in interval distance
The medial surface of channel steel is supported to be linked together from the bottom of with.The medial surface of side steel plate 3 connects in the outer upper of spacing distance and column channel steel
It is integrated.It is in laterally that spacing distance is equipped with joint bar steel pipe 2 on each column channel steel（Diameter 30mm）.The axis of the joint bar steel pipe
Position it is identical as the position of transversal web reinforcing bar in Precast T-Beam.
In use, two web reinforcement binding platform axis are placed in spacing distance Parallel Symmetric, two web reinforcement bindings
Distance is adapted to T beam web width between platform.The web reinforcement 8 that will be processed（T beam bottom plate transverse steels）Two ends place
Into card bottom steel bar groove 5, by bar dowel 7（T beam web transverse steels）It is inserted into each joint bar steel pipe, i.e. the both ends of bar dowel are located at
In joint bar steel pipe.By horizontal bar 6（T beam web longitudinal reinforcements）It is placed on bar dowel according to design drawing, with safeguard level reinforcing bar
Level and spacing.Can shape assembling reinforcement of guaranteeing the quality.After the completion of binding, two web reinforcement binding platforms are withdrawn outward, respectively
Bar dowel two ends are detached from each joint bar steel pipe, and each web reinforcement two ends are detached from each card bottom steel bar groove, you can take from two abdomens
Plate reinforcing steel bar-binding bench.
As shown in Figure 3 to Figure 4, T beam roof steel bars binding platform binds platform by symmetrically arranged two roof steel bars
Composition, each roof steel bar binding platform are：Push up on steel plate 9 is in laterally that spacing distance is equipped with card top steel bar groove 12.Several top supports
The outer upper end of channel steel 11 is linked together in spacing distance with the inside lower end for pushing up steel plate.The outer upper end of top support channel steel is equipped with
Steel plate 10 is reinforced on top, and top reinforces steel plate and is welded into one with several top support channel steels end face in corresponding portion.Two roof steel bar bindings
Strut 14 is equipped between platform, with fixed distance between the two.The described bottom support channel steel and top reinforce the length of steel plate in advance
The length of T beams processed is identical.The position of the card top steel bar groove is identical as the position for laterally pushing up bar dowel in Precast T-Beam.
In use, two roof steel bar binding platform axis are placed in spacing distance Parallel Symmetric, two roof steel bar bindings
Distance is adapted to T back plate width between platform.And fixed with strut between two roof steel bar binding platforms, two roof steel bars are tied up
The lower end of Zha Tai is that symmetrically arranged two web reinforcements bind platform（As described above, therefore being not repeated）.The top plate that will be processed
Reinforcing bar 13（T back plate transverse steels）Two ends be placed into card top steel bar groove in, by horizontal bar 6（T beam longitudinal reinforcements）According to setting
Meter drawing is placed in roof steel bar, with the level and spacing of safeguard level reinforcing bar.Can shape assembling reinforcement of guaranteeing the quality.It has bound
Cheng Hou, withdraws two roof steel bar binding platforms outward, and each roof steel bar two ends are detached from each card and push up steel bar groove, you can take from two
A roof steel bar binds platform.
The joint bar steel pipe, card top steel bar groove are parallel with the axis of card bottom steel bar groove.
In short, the utility model can solve the quality problems occurred in reinforcing bar process of binding, web reinforcement, top plate can guarantee
The spacing of reinforcing bar and horizontal bar is uniform, to improve cover to reinforcement qualification rate, has simple in structure, saves labor and quality
Good advantage.
Claims (6)
1. a kind of Precast T-Beam reinforcing steel bar-binding bench, is made of joint bar steel pipe and column channel steel, it is characterised in that：Precast T-Beam reinforcing bar is tied up
Zha Tai is made of T beam webs reinforcing steel bar-binding bench and T beam roof steel bars binding platform；
The T beam webs reinforcing steel bar-binding bench is made of symmetrically arranged two web reinforcements binding platform, and each web reinforcement is tied up
Zha Tai is that bottom supports laterally in spacing distance equipped with card bottom steel bar groove on channel steel, and the outside lower end of several column channel steels is in spacing distance
The medial surface of channel steel is supported to be linked together the bottom of with, the medial surface of side steel plate is linked as in the outer upper of spacing distance and column channel steel
Integrally, it is in laterally that spacing distance is equipped with joint bar steel pipe on each column channel steel；
The T beam roof steel bars binding platform is made of symmetrically arranged two roof steel bars binding platform, and each roof steel bar is tied up
It is in laterally that spacing distance is equipped with card top steel bar groove that Zha Tai, which is on the steel plate of top, and the outer upper end of several top support channel steels is in spacing distance
Be linked together with the inside lower end of top steel plate, the outer upper end of top support channel steel is equipped with top and reinforces steel plate, top reinforce steel plate with it is right
It answers several top support channel steels end face in portion to be welded into one, strut is equipped between two roof steel bar binding platforms.
2. a kind of Precast T-Beam reinforcing steel bar-binding bench as described in claim 1, it is characterised in that：The position of the card bottom steel bar groove
It sets identical as the position of lateral bottom bar dowel in Precast T-Beam.
3. a kind of Precast T-Beam reinforcing steel bar-binding bench as described in claim 1, it is characterised in that：The axis of the joint bar steel pipe
Position it is identical as the position of transversal web reinforcing bar in Precast T-Beam.
4. a kind of Precast T-Beam reinforcing steel bar-binding bench as described in claim 1, it is characterised in that：The joint bar steel pipe, card top steel
Muscle slot is parallel with the axis of card bottom steel bar groove.
5. a kind of Precast T-Beam reinforcing steel bar-binding bench as described in claim 1, it is characterised in that：The position of the card top steel bar groove
It sets identical as the position for laterally pushing up bar dowel in Precast T-Beam.
6. a kind of Precast T-Beam reinforcing steel bar-binding bench as described in claim 1, it is characterised in that：The bottom support channel steel and top
The length for reinforcing steel plate is identical as the length of Precast T-Beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721769532.7U CN207700064U (en) | 2017-12-18 | 2017-12-18 | A kind of Precast T-Beam reinforcing steel bar-binding bench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721769532.7U CN207700064U (en) | 2017-12-18 | 2017-12-18 | A kind of Precast T-Beam reinforcing steel bar-binding bench |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207700064U true CN207700064U (en) | 2018-08-07 |
Family
ID=63026776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721769532.7U Expired - Fee Related CN207700064U (en) | 2017-12-18 | 2017-12-18 | A kind of Precast T-Beam reinforcing steel bar-binding bench |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207700064U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114147290A (en) * | 2021-11-12 | 2022-03-08 | 上海江南长兴造船有限责任公司 | Marine T-row end difference repairing and cutting method |
-
2017
- 2017-12-18 CN CN201721769532.7U patent/CN207700064U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114147290A (en) * | 2021-11-12 | 2022-03-08 | 上海江南长兴造船有限责任公司 | Marine T-row end difference repairing and cutting method |
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| 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: 20180807 |
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| CF01 | Termination of patent right due to non-payment of annual fee |