CN207210965U - A kind of continuous beam pin-connected panel end head formwork - Google Patents
A kind of continuous beam pin-connected panel end head formwork Download PDFInfo
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- CN207210965U CN207210965U CN201721098716.5U CN201721098716U CN207210965U CN 207210965 U CN207210965 U CN 207210965U CN 201721098716 U CN201721098716 U CN 201721098716U CN 207210965 U CN207210965 U CN 207210965U
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Abstract
A kind of continuous beam pin-connected panel end head formwork, it is characterised in that：Described continuous beam pin-connected panel end head formwork, including the first angle steel, shelves head steel plate, longitudinal prestressing pipeline, longitudinal reinforcement neck, the second angle steel, the third angle steel, reinforcing bar of putting more energy into；The cell cube of first angle steel and shelves head steel plate composition is assembled, first angle steel welds with steel plate and is reserved with longitudinal reinforcement neck, shelves head steel plate is welded to form by some steel plates, longitudinal prestressing pipeline is reserved with steel plate, steel plate outer surface is welded with uniform put more energy into reinforcing bar and the third angle steel, by being reserved with the second Bolted angle connection of bolt hole between cell cube.The advantages of the utility model：Solve because unreasonable structure easily causes section joint reinforcing bar to disconnect and the problems such as longitudinal prestressing Pipe installing malposition, greatly reduce difficulty of construction, it is low to reduce construction cost.Installation and form removal efficiency improve, and accelerate construction speed, bridge construction potential safety hazard effectively eliminates.
Description
Technical field
It the utility model is related to and belong to bridge construction device field, more particularly to a kind of continuous beam pin-connected panel termination mould
Plate.
Background technology
In bridge construction process of construction, each section needs to carry out holding mould installation during Construction of continuous beam, because of structure not
Section joint reinforcing bar is rationally easily caused to disconnect and the problems such as longitudinal prestressing Pipe installing malposition, in work progress
The drawbacks of existing by using traditional wooden model and steel plate, low construction efficiency, it is impossible to meet construction requirement well.
Utility model content
The purpose of this utility model is that spy provides one in order to reach quick, easily complete model sheetinstallat, Demolition Construction
Kind continuous beam pin-connected panel end head formwork.
The utility model provides a kind of continuous beam pin-connected panel end head formwork, it is characterised in that：Described continuous beam is assembled
Formula end head formwork, including the first angle steel 1, shelves head steel plate 2, longitudinal prestressing pipeline 3, longitudinal reinforcement neck 4, the second angle steel 5, the
Triangular steel 6, reinforcing bar 7 of putting more energy into；
The cell cube that first angle steel 1 and shelves head steel plate 2 form is assembled, and the first angle steel 1 welds with steel plate and is reserved with longitudinal direction
Reinforcing bar neck 4, shelves head steel plate 2 are welded to form by some steel plates, are reserved with longitudinal prestressing pipeline 3 on steel plate, table on the outside of steel plate
Face is welded with uniform put more energy into reinforcing bar 7 and the third angle steel 6, is connected between cell cube by being reserved with the second angle steel 5 of bolt hole.
The first described angle steel 1 welds with steel plate and is reserved with longitudinal reinforcement neck 4, meets that longitudinal reinforcement passes through.
The advantages of the utility model：
Continuous beam pin-connected panel end head formwork described in the utility model, solve because unreasonable structure easily causes section to connect
Head place reinforcing bar disconnection and the problems such as longitudinal prestressing Pipe installing malposition, greatly reduces difficulty of construction, improves and apply
Work efficiency rate.Template is made using live welded steel, convenient material drawing, and welding is simple, and construction cost is low.Assembled rigid unit passes through bolt
Connection, it is easy to operate, the shortcomings that each section will be adjusted, process is more, the time is long is avoided, substantially reduces construction week
Phase, cost of labor is saved, from duration, economic dispatch angle analysis, there is dissemination.Installation end is avoided by such a improvement
Mode ship is wasted caused by starching and concrete quality problem, and the drawbacks of causing a hidden trouble is produced to construction quality.Installation and form removal
Efficiency improves 1.5-3 times, accelerates construction speed, and bridge construction potential safety hazard effectively eliminates.
Brief description of the drawings
Below in conjunction with the accompanying drawings and embodiment is described in further detail to the utility model：
Fig. 1 is continuous beam pin-connected panel end head formwork structural representation；
Fig. 2 is longitudinal reinforcement neck schematic diagram.
Embodiment
Embodiment 1
Present embodiments provide a kind of continuous beam pin-connected panel end head formwork, it is characterised in that：Described continuous beam pin-connected panel
End head formwork, including the first angle steel 1, shelves head steel plate 2, longitudinal prestressing pipeline 3, longitudinal reinforcement neck 4, the second angle steel 5, the 3rd
Angle steel 6, reinforcing bar 7 of putting more energy into；
The cell cube that first angle steel 1 and shelves head steel plate 2 form is assembled, and the first angle steel 1 welds with steel plate and is reserved with longitudinal direction
Reinforcing bar neck 4, shelves head steel plate 2 are welded to form by some steel plates, are reserved with longitudinal prestressing pipeline 3 on steel plate, table on the outside of steel plate
Face is welded with uniform put more energy into reinforcing bar 7 and the third angle steel 6, is connected between cell cube by being reserved with the second angle steel 5 of bolt hole.
The first described angle steel 1 welds with steel plate and is reserved with longitudinal reinforcement neck 4, meets that longitudinal reinforcement passes through.
Embodiment 2
Present embodiments provide a kind of continuous beam pin-connected panel end head formwork, it is characterised in that：Described continuous beam pin-connected panel
End head formwork, including the first angle steel 1, shelves head steel plate 2, longitudinal prestressing pipeline 3, longitudinal reinforcement neck 4, the second angle steel 5, the 3rd
Angle steel 6, reinforcing bar 7 of putting more energy into；
The cell cube that first angle steel 1 and shelves head steel plate 2 form is assembled, and the first angle steel 1 welds with steel plate and is reserved with longitudinal direction
Reinforcing bar neck 4, shelves head steel plate 2 are welded to form by some steel plates, are reserved with longitudinal prestressing pipeline 3 on steel plate, table on the outside of steel plate
Face is welded with uniform put more energy into reinforcing bar 7 and the third angle steel 6, is connected between cell cube by being reserved with the second angle steel 5 of bolt hole.
Claims (2)
- A kind of 1. continuous beam pin-connected panel end head formwork, it is characterised in that：Described continuous beam pin-connected panel end head formwork, including first Angle steel (1), shelves head steel plate (2), longitudinal prestressing pipeline (3), longitudinal reinforcement neck (4), the second angle steel (5), the third angle steel (6), put more energy into reinforcing bar (7)；The cell cube of first angle steel (1) and shelves head steel plate (2) composition is assembled, and the first angle steel (1) is welded with steel plate and is reserved with vertical To reinforcing bar neck (4), shelves head steel plate (2) is welded to form by some steel plates, and longitudinal prestressing pipeline (3), steel are reserved with steel plate Plate outer surface is welded with uniform reinforcing bar of putting more energy into (7) and the third angle steel (6), by being reserved with the of bolt hole between cell cube Two angle steel (5) connect.
- 2. continuous beam pin-connected panel end head formwork according to claim 1, it is characterised in that：First angle steel (1) welds with steel plate Connect and be reserved with longitudinal reinforcement neck (4), meet that longitudinal reinforcement passes through.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721098716.5U CN207210965U (en) | 2017-08-30 | 2017-08-30 | A kind of continuous beam pin-connected panel end head formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721098716.5U CN207210965U (en) | 2017-08-30 | 2017-08-30 | A kind of continuous beam pin-connected panel end head formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207210965U true CN207210965U (en) | 2018-04-10 |
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ID=61825767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721098716.5U Active CN207210965U (en) | 2017-08-30 | 2017-08-30 | A kind of continuous beam pin-connected panel end head formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207210965U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755448A (en) * | 2018-08-16 | 2018-11-06 | 中铁四局集团有限公司 | The outstanding tooling and method for filling Side Template location and installation and dismounting of Long Span Continuous Rigid-Frame Structure |
| CN111906903A (en) * | 2020-07-16 | 2020-11-10 | 五冶集团上海有限公司 | End plugging template suitable for steel strand capable of being worn in production of pre-tensioning precast beam |
-
2017
- 2017-08-30 CN CN201721098716.5U patent/CN207210965U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755448A (en) * | 2018-08-16 | 2018-11-06 | 中铁四局集团有限公司 | The outstanding tooling and method for filling Side Template location and installation and dismounting of Long Span Continuous Rigid-Frame Structure |
| CN111906903A (en) * | 2020-07-16 | 2020-11-10 | 五冶集团上海有限公司 | End plugging template suitable for steel strand capable of being worn in production of pre-tensioning precast beam |
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