CN205975369U - A reinforcing bar pinion rack template that is used for case liang fuwanjuchu - Google Patents
A reinforcing bar pinion rack template that is used for case liang fuwanjuchu Download PDFInfo
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- CN205975369U CN205975369U CN201620864057.0U CN201620864057U CN205975369U CN 205975369 U CN205975369 U CN 205975369U CN 201620864057 U CN201620864057 U CN 201620864057U CN 205975369 U CN205975369 U CN 205975369U
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- rectangular
- reinforcing bar
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 268
- 239000010959 steel Substances 0.000 claims abstract description 268
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 230000002411 adverse Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
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Abstract
The utility model discloses a reinforcing bar pinion rack template that is used for case liang fuwanjuchu, include: the rectangle template framework is enclosed to close by first rectangle steel sheet, second rectangle steel sheet, third rectangle steel sheet and fourth rectangle steel sheet and is formed, first rectangle steel sheet and third rectangle steel sheet set up relatively, and offer first constant head tank and the third constant head tank that is used for fixing a position case liang fuwanjuchu's first horizontal reinforcement each other on first rectangle steel sheet and the third rectangle steel sheet correspondingly, still offer the positioning hole who is used for fixing a position case liangfuwanjuchu's prestress wire on the first rectangle steel sheet, second rectangle steel sheet and fourth rectangle steel sheet set up relatively, and offer second constant head tank and the fourth constant head tank that is used for fixing a position case liang fuwanjuchu's second horizontal reinforcement on second rectangle steel sheet and the fourth rectangle steel sheet each other correspondingly. Through constant head tank and positioning hole, prestress wire and reinforcing bar with case liang fuwanjuchu that can be fine advance line location. The plate support performance is good, and repeatedly usable.
Description
Technical field
This utility model is related to engineering construction technical field, refers in particular to the reinforcing bar tooth plate at a kind of hogging moment for box beam
Template.
Background technology
Generally, use plank sheathing at box beam hogging moment, but plank sheathing be used only once and locating effect not
Good, it is unfavorable for green construction.
Utility model content
In view of the problems referred to above, this utility model provides the reinforcing bar tooth plate template at a kind of hogging moment for box beam, bag
Include：
Rectangle template framework, by the first rectangular steel plates, the second rectangular steel plates, the 3rd rectangular steel plates and the 4th rectangular steel plates
Enclose and form；
Described first rectangular steel plates and described 3rd rectangular steel plates are oppositely arranged, and described first rectangular steel plates and described
Mutually accordingly offer in three rectangular steel plates the first locating slot for positioning the first level reinforcing bar at box beam hogging moment and
3rd locating slot, described first rectangular steel plates are further opened with the positioning for positioning the prestress wire at box beam hogging moment
Through hole；
Described second rectangular steel plates and described 4th rectangular steel plates are oppositely arranged, and described second rectangular steel plates and described
Mutually accordingly offer in four rectangular steel plates the second locating slot for positioning the second horizontal reinforcement at box beam hogging moment and
4th locating slot.
This utility model is used for the reinforcing bar tooth plate template at box beam hogging moment, and due to adopting steel plate, therefore support performance is good,
And can reuse, it is to avoid the drawbacks of conventionally employed plank sheathing is used only once and locating effect is good, most important
It is the adverse effect solving conventional template to hogging moment stretched zone reinforcing bar, thus being conducive to being smoothed out of box girder construction.Logical
Cross locating slot and positioning through hole, can be very good to be positioned the prestress wire at box beam hogging moment and reinforcing bar.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment, described positioning through hole
Bottom run through the bottom margin of described first rectangular steel plates.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment：
The bottom margin of described first rectangular steel plates is run through in the bottom of described first locating slot；
The bottom margin of described second rectangular steel plates is run through in the bottom of described second locating slot；
The bottom margin of described 3rd rectangular steel plates is run through in the bottom of described 3rd locating slot；
The bottom margin of described 4th rectangular steel plates is run through in the bottom of described 4th locating slot.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment：
It is connected with each other by the first angle steel between described first rectangular steel plates and described second rectangular steel plates, described first jiao
The first end face of steel is connected to described first rectangular steel plates, and the second end face of described first angle steel is connected to described second rectangle steel
Plate；
It is connected with each other by the second angle steel between described second rectangular steel plates and described 3rd rectangular steel plates, described second jiao
The first end face of steel is connected to described second rectangular steel plates, and the second end face of described second angle steel is connected to described 3rd rectangle steel
Plate；
It is connected with each other by the third angle steel between described 3rd rectangular steel plates and described 4th rectangular steel plates, described the third angle
The first end face of steel is connected to described 3rd rectangular steel plates, and the second end face of described the third angle steel is connected to described 4th rectangle steel
Plate；
It is connected with each other by fourth angle steel between described 4th rectangular steel plates and described first rectangular steel plates, described fourth angle
The first end face of steel is connected to described 4th rectangular steel plates, and the second end face of described fourth angle steel is connected to described first rectangle steel
Plate.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment：
The first end face of described first angle steel is welded in described first rectangular steel plates, the second end face of described first angle steel with
The first corresponding screw, the second end face of described first angle steel and described second rectangle are offered on described second rectangular steel plates
Detachably connected through described first screw by the first bolt between steel plate；
The first end face of described second angle steel is welded in described second rectangular steel plates, the second end face of described second angle steel with
The second corresponding screw, the second end face of described second angle steel and described 3rd rectangle are offered on described 3rd rectangular steel plates
Detachably connected through described second screw by the second bolt between steel plate；
The first end face of described the third angle steel is welded in described 3rd rectangular steel plates, the second end face of described the third angle steel with
The 3rd corresponding screw, the second end face of described the third angle steel and described 4th rectangle are offered on described 4th rectangular steel plates
Detachably connected through described 3rd screw by the 3rd bolt between steel plate；
The first end face of described fourth angle steel is welded in described 4th rectangular steel plates, the second end face of described fourth angle steel with
The 4th corresponding screw, the second end face of described fourth angle steel and described first rectangle are offered on described first rectangular steel plates
Detachably connected through described 4th screw by the 4th bolt between steel plate.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment, described first positioning
Groove, described second locating slot, described 3rd locating slot and described 4th locating slot are rectangular channel.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment, described first rectangle
Steel plate, the thickness of described second rectangular steel plates, described 3rd rectangular steel plates and described 4th rectangular steel plates are 10mm.
This utility model is used for further improvement is that of the reinforcing bar tooth plate template at box beam hogging moment：
Described first rectangular steel plates are respectively equipped with mutually corresponding pulling part with the top of described 3rd rectangular steel plates；Or
Described second rectangular steel plates are respectively equipped with mutually corresponding pulling part with the top of described 4th rectangular steel plates.
Brief description
Fig. 1 is the first embodiment schematic diagram that this utility model is used for the reinforcing bar tooth plate template at box beam hogging moment.
Fig. 2 is the use signal that this utility model is used for the first embodiment of reinforcing bar tooth plate template at box beam hogging moment
Figure.
Fig. 3 is the second embodiment schematic diagram that this utility model is used for the reinforcing bar tooth plate template at box beam hogging moment.
Specific embodiment
In order that the purpose of this utility model, technical scheme and advantage become more apparent, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.It should be appreciated that specific embodiment described herein is only in order to explain this
Utility model, is not used to limit this utility model.
Referring to described in Fig. 1 and Fig. 2, Fig. 1 is first that this utility model is used for the reinforcing bar tooth plate template at box beam hogging moment
Embodiment schematic diagram.Fig. 2 is the use that this utility model is used for the first embodiment of reinforcing bar tooth plate template at box beam hogging moment
Schematic diagram.In this first embodiment, this utility model is used for the reinforcing bar tooth plate template at box beam hogging moment, including：
Rectangle template framework 1, by the first rectangular steel plates 10, the second rectangular steel plates 20, the 3rd rectangular steel plates 30 and the 4th
Rectangular steel plates 40 enclose and form；
First rectangular steel plates 10 and the 3rd rectangular steel plates 30 are oppositely arranged, and the first rectangular steel plates 10 and the 3rd rectangular steel plates
The first locating slot 110 for positioning the first level reinforcing bar 510 at box beam hogging moment and the is mutually accordingly offered on 30
Three locating slots 310, the first rectangular steel plates 10 are further opened with the positioning for positioning the prestress wire at box beam hogging moment
Through hole 120, described prestress wire is arranged in corrugated tube 60, and wherein, shown edge is horizontal in fig. 2 for first level reinforcing bar 510
To setting；
Second rectangular steel plates 20 and the 4th rectangular steel plates 40 are oppositely arranged, and the second rectangular steel plates 20 and the 4th rectangular steel plates
The second locating slot 210 for positioning the second horizontal reinforcement 520 at box beam hogging moment and the is mutually accordingly offered on 40
Four locating slots 410, the second horizontal reinforcement 520, wherein, the second horizontal reinforcement 520 is shown longitudinally disposed in fig. 2.
Preferably, the first rectangular steel plates 10, the second rectangular steel plates 20, the 3rd rectangular steel plates 30 and the 4th rectangular steel plates 40
Thickness be 10mm, thus can be very good to enter first level reinforcing bar 510, the second horizontal reinforcement 520 and corrugated tube 60
Row positioning.It is highly preferred that the first locating slot 110, the second locating slot 210, the 3rd locating slot 310 and the 4th locating slot 410 are equal
For rectangular channel.
This utility model is used for the reinforcing bar tooth plate template at box beam hogging moment, and due to adopting steel plate, therefore support performance is good,
And can reuse, it is to avoid the drawbacks of conventionally employed plank sheathing is used only once and locating effect is good, most important
It is the adverse effect solving conventional template to hogging moment stretched zone reinforcing bar, thus being conducive to being smoothed out of box girder construction.Logical
Cross locating slot and positioning through hole, can be very good to be positioned the prestress wire at box beam hogging moment and reinforcing bar.
In a preferred embodiment of the present utility model, pass through between the first rectangular steel plates 10 and the second rectangular steel plates 20
First angle steel is connected with each other, and the first end face of described first angle steel is connected to the first rectangular steel plates 10, and the of described first angle steel
Biend is connected to the second rectangular steel plates 20；Pass through the second angle steel mutual between second rectangular steel plates 20 and the 3rd rectangular steel plates 30
Connect, the first end face of described second angle steel is connected to the second rectangular steel plates 20, and the second end face of described second angle steel is connected to
3rd rectangular steel plates 30；It is connected with each other by the third angle steel between 3rd rectangular steel plates 30 and the 4th rectangular steel plates 40, described
The first end face of triangular steel is connected to the 3rd rectangular steel plates 30, and the second end face of described the third angle steel is connected to the 4th rectangular steel plates
40；It is connected with each other by fourth angle steel between 4th rectangular steel plates 40 and the first rectangular steel plates 10, the first of described fourth angle steel
End face is connected to the 4th rectangular steel plates 40, and the second end face of described fourth angle steel is connected to the first rectangular steel plates 10.
Further, the first end face of described first angle steel is welded in the first rectangular steel plates 10, and the of described first angle steel
Biend with the first corresponding screw offered on the second rectangular steel plates 20, the second end face of described first angle steel and the second square
Detachably connected through described first screw by the first bolt between shape steel plate 20；The first end face of described second angle steel
Be welded in the second rectangular steel plates 20, the second end face of described second angle steel with corresponding is offered on the 3rd rectangular steel plates 30
Two screws, pass through described second screw by the second bolt between the second end face of described second angle steel and the 3rd rectangular steel plates 30
And it is detachably connected；The first end face of described the third angle steel is welded in the 3rd rectangular steel plates 30, and the second of described the third angle steel
End face with the 3rd corresponding screw offered on the 4th rectangular steel plates 40, the second end face of described the third angle steel and the 4th rectangle
Detachably connected through described 3rd screw by the 3rd bolt between steel plate 40；The first end face weldering of described fourth angle steel
It is connected to the 4th rectangular steel plates 40, the second end face of described fourth angle steel offers corresponding the 4th with the first rectangular steel plates 10
Screw, by the 4th bolt through described 4th screw between the second end face of described fourth angle steel and the first rectangular steel plates 10
Detachably connected.First rectangular steel plates 10, the second rectangular steel plates 20, the 3rd rectangular steel plates 30 and the 4th rectangular steel plates 40 can
To be dismantled, easily facilitate the reinforcing bar tooth plate template during demoulding, this utility model being used at box beam hogging moment and take out.
In another preferred embodiment of the present utility model, the top of the first rectangular steel plates 10 and the 3rd rectangular steel plates 30
It is respectively equipped with mutually corresponding pulling part 70；Or second the top of rectangular steel plates 20 and the 4th rectangular steel plates 40 be respectively equipped with mutually
Corresponding pulling part 70.In the embodiments illustrated in the figures, the top difference of the first rectangular steel plates 10 and the 3rd rectangular steel plates 30
It is provided with mutually corresponding pulling part 70.Pulling part 70 can directly be lifted in the demoulding, by this utility model be used for box beam bear curved
Reinforcing bar tooth plate template at square carries out the demoulding.
Further, the bottom margin of the first rectangular steel plates 10 is run through in the bottom of the first locating slot 110；Second locating slot
The bottom margin of the second rectangular steel plates 20 is run through in 210 bottom；The 3rd rectangular steel plates 30 are run through in the bottom of the 3rd locating slot 310
Bottom margin；The bottom margin of the 4th rectangular steel plates 40 is run through in the bottom of the 4th locating slot 410.It is easy to, in the demoulding, make this reality
It is easier with first level reinforcing bar 510 and the second horizontal reinforcement 520 with the reinforcing bar tooth plate template at the new hogging moment for box beam
Separately.
Shown in Figure 3, Fig. 3 is the second embodiment that this utility model is used for the reinforcing bar tooth plate template at box beam hogging moment
Schematic diagram.In this second embodiment, the bottom margin of the first rectangular steel plates 10 is run through in the bottom of positioning through hole 120.It is easy to
During the demoulding, the reinforcing bar tooth plate template that this utility model is used at box beam hogging moment is made to be more readily separated with corrugated tube 60.
The reinforcing bar tooth plate template that this utility model is used at box beam hogging moment can shift to an earlier date processing and fabricating first rectangular steel plates
10th, the second rectangular steel plates 20, the 3rd rectangular steel plates 30 and the 4th rectangular steel plates 40, then pass through the first angle steel, the second angle steel,
The third angle steel and fourth angle steel are by the first rectangular steel plates 10, the second rectangular steel plates 20, the 3rd rectangular steel plates 30 and the 4th square
Shape steel plate 40 assembles.
In practice of construction, first utility model is used for the reinforcing bar tooth plate template-setup at box beam hogging moment bear in box beam curved
Then first level reinforcing bar 510 is passed through the first locating slot 110 and the 3rd locating slot 310 to carry out determining by position to be poured at square
Position, the second horizontal reinforcement 520 is passed through the second locating slot 210 and the 4th locating slot 410 to be positioned, then will be set in prestressing force
Corrugated tube 60 outside steel strand wires is positioned through positioning through hole 120；First level reinforcing bar 510, the second horizontal reinforcement 520 with
And after the completion of corrugated tube 60 all positions, carry out concreting；After concreting completes and reaches design strength, directly lift
Pulling part 70, this utility model is used for the reinforcing bar tooth plate template at box beam hogging moment and carries out the demoulding, thus complete box beam bear curved
Concrete construction at square.
The above is only preferred embodiment of the present utility model, not this utility model is done any pro forma
Limit although this utility model is disclosed above with preferred embodiment, but be not limited to this utility model, any familiar
Professional and technical personnel, in the range of without departing from technical solutions of the utility model, when in the technology of available the disclosure above
Hold and make a little Equivalent embodiments changing or be modified to equivalent variations, as long as without departing from technical solutions of the utility model
Hold, any simple modification, equivalent variations and modification above example made according to technical spirit of the present utility model, all still
Belong in the range of technical solutions of the utility model.
Claims (8)
1. the reinforcing bar tooth plate template at a kind of hogging moment for box beam is it is characterised in that include：
Rectangle template framework, is enclosed by the first rectangular steel plates, the second rectangular steel plates, the 3rd rectangular steel plates and the 4th rectangular steel plates
Form；
Described first rectangular steel plates and described 3rd rectangular steel plates are oppositely arranged, and described first rectangular steel plates and described 3rd square
The first locating slot and the 3rd for positioning the first level reinforcing bar at box beam hogging moment is mutually accordingly offered on shape steel plate
Locating slot, described first rectangular steel plates is further opened with lead to for the positioning positioning the prestress wire at box beam hogging moment
Hole；
Described second rectangular steel plates and described 4th rectangular steel plates are oppositely arranged, and described second rectangular steel plates and described 4th square
The second locating slot and the 4th for positioning the second horizontal reinforcement at box beam hogging moment is mutually accordingly offered on shape steel plate
Locating slot.
2. it is used for as claimed in claim 1 reinforcing bar tooth plate template at box beam hogging moment it is characterised in that described positioning through hole
Bottom run through the bottom margin of described first rectangular steel plates.
3. be used for as claimed in claim 1 reinforcing bar tooth plate template at box beam hogging moment it is characterised in that：
The bottom margin of described first rectangular steel plates is run through in the bottom of described first locating slot；
The bottom margin of described second rectangular steel plates is run through in the bottom of described second locating slot；
The bottom margin of described 3rd rectangular steel plates is run through in the bottom of described 3rd locating slot；
The bottom margin of described 4th rectangular steel plates is run through in the bottom of described 4th locating slot.
4. be used for as claimed in claim 1 reinforcing bar tooth plate template at box beam hogging moment it is characterised in that：
It is connected with each other by the first angle steel between described first rectangular steel plates and described second rectangular steel plates, described first angle steel
First end face is connected to described first rectangular steel plates, and the second end face of described first angle steel is connected to described second rectangular steel plates；
It is connected with each other by the second angle steel between described second rectangular steel plates and described 3rd rectangular steel plates, described second angle steel
First end face is connected to described second rectangular steel plates, and the second end face of described second angle steel is connected to described 3rd rectangular steel plates；
It is connected with each other by the third angle steel between described 3rd rectangular steel plates and described 4th rectangular steel plates, described the third angle steel
First end face is connected to described 3rd rectangular steel plates, and the second end face of described the third angle steel is connected to described 4th rectangular steel plates；
It is connected with each other by fourth angle steel between described 4th rectangular steel plates and described first rectangular steel plates, described fourth angle steel
First end face is connected to described 4th rectangular steel plates, and the second end face of described fourth angle steel is connected to described first rectangular steel plates.
5. be used for as claimed in claim 4 reinforcing bar tooth plate template at box beam hogging moment it is characterised in that：
The first end face of described first angle steel is welded in described first rectangular steel plates, the second end face of described first angle steel with described
The first corresponding screw, the second end face of described first angle steel and described second rectangular steel plates are offered on the second rectangular steel plates
Between by the first bolt pass through described first screw and detachably connected；
The first end face of described second angle steel is welded in described second rectangular steel plates, the second end face of described second angle steel with described
The second corresponding screw, the second end face of described second angle steel and described 3rd rectangular steel plates are offered on the 3rd rectangular steel plates
Between by the second bolt pass through described second screw and detachably connected；
The first end face of described the third angle steel is welded in described 3rd rectangular steel plates, the second end face of described the third angle steel with described
The 3rd corresponding screw, the second end face of described the third angle steel and described 4th rectangular steel plates are offered on the 4th rectangular steel plates
Between by the 3rd bolt pass through described 3rd screw and detachably connected；
The first end face of described fourth angle steel is welded in described 4th rectangular steel plates, the second end face of described fourth angle steel with described
The 4th corresponding screw, the second end face of described fourth angle steel and described first rectangular steel plates are offered on the first rectangular steel plates
Between by the 4th bolt pass through described 4th screw and detachably connected.
6. it is used for the reinforcing bar tooth plate template at box beam hogging moment as claimed in claim 1 it is characterised in that described first positions
Groove, described second locating slot, described 3rd locating slot and described 4th locating slot are rectangular channel.
7. it is used for as claimed in claim 1 reinforcing bar tooth plate template at box beam hogging moment it is characterised in that described first rectangle
Steel plate, the thickness of described second rectangular steel plates, described 3rd rectangular steel plates and described 4th rectangular steel plates are 10mm.
8. be used for as claimed in claim 1 reinforcing bar tooth plate template at box beam hogging moment it is characterised in that：
Described first rectangular steel plates are respectively equipped with mutually corresponding pulling part with the top of described 3rd rectangular steel plates；Or
Described second rectangular steel plates are respectively equipped with mutually corresponding pulling part with the top of described 4th rectangular steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620864057.0U CN205975369U (en) | 2016-08-11 | 2016-08-11 | A reinforcing bar pinion rack template that is used for case liang fuwanjuchu |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620864057.0U CN205975369U (en) | 2016-08-11 | 2016-08-11 | A reinforcing bar pinion rack template that is used for case liang fuwanjuchu |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975369U true CN205975369U (en) | 2017-02-22 |
Family
ID=59977157
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620864057.0U Expired - Fee Related CN205975369U (en) | 2016-08-11 | 2016-08-11 | A reinforcing bar pinion rack template that is used for case liang fuwanjuchu |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975369U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114571581A (en) * | 2022-01-26 | 2022-06-03 | 广西航务建设工程有限公司 | Box girder hogging moment tensioning notch construction method |
-
2016
- 2016-08-11 CN CN201620864057.0U patent/CN205975369U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114571581A (en) * | 2022-01-26 | 2022-06-03 | 广西航务建设工程有限公司 | Box girder hogging moment tensioning notch construction method |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |
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| CF01 | Termination of patent right due to non-payment of annual fee |