CN209412710U - The wet seam construction template of bridge - Google Patents
The wet seam construction template of bridge Download PDFInfo
- Publication number
- CN209412710U CN209412710U CN201821666654.8U CN201821666654U CN209412710U CN 209412710 U CN209412710 U CN 209412710U CN 201821666654 U CN201821666654 U CN 201821666654U CN 209412710 U CN209412710 U CN 209412710U
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- template
- longitudinal direction
- channel steel
- wet seam
- bridge
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- 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.)
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Abstract
The wet seam construction template of bridge is related to the template used when a kind of wet seam construction of bridge.Support frame support mainly is set to solve the working template of the wet seam of existing highway bridge in lower part, the operating space for setting up support frame is small, is unfavorable for operation；Support frame material is more, turnaround time long problem and design.It includes end template, the channel steel of twice longitudinal direction is set above end template, the channel steel of twice longitudinal direction is located at the two sides at the top of wet seam, several transverse connecting rods are set on the channel steel of twice longitudinal direction, channel steel of the both ends of transverse connecting rod respectively with twice longitudinal direction is bolted, each transverse connecting rod is connect with end template below by screw rod, and the lower end of screw rod is stretched out from end template, extension has lower nut, the upper end of screw rod is stretched out from connecting rod, and extension has top nut.Advantage, which is that installation is fixed, to be easy, good with box girder body tightness, guarantees presentation quality.
Description
Technical field:
The template used when seam construction wet the utility model relates to a kind of bridge.
Background technique:
The working template of the wet seam of existing highway bridge is all to set support frame support in lower part, sets up the operating space of support frame
It is small, it is unfavorable for operation.It sets up support frame and belongs to high altitude operation, risk is high.Support frame material is more, and the turnaround time is long.In addition
Also the tightness of template and box girder body can be caused inadequate because of ground injustice, influence presentation quality.
Summary of the invention:
It is fixed easy that the technical problem to be solved by the utility model is to provide a kind of installations of template, template and box girder body
The wet seam construction template of the good bridge of tightness.
Above-mentioned purpose is achieved in that it includes end template, and the channel steel of twice longitudinal direction, twice are set above end template
Longitudinal channel steel is located at the two sides at the top of wet seam, several transverse connecting rods are set on the channel steel of twice longitudinal direction, laterally
Channel steel of the both ends of connecting rod respectively with twice longitudinal direction is bolted, each transverse connecting rod and end template below
It is connected by screw rod, and the lower end of screw rod is stretched out from end template, extension has a lower nut, and the upper end of screw rod is from connecting rod
Middle stretching, extension have top nut.
The utility model has the advantages that: when construction, end template is mounted on to the lower section of the wet seam of bridge, and end template
The channel steel of twice longitudinal direction is mounted on the two sides at the top of wet seam, installs lateral connection by both ends and bridge beam body following table face contact
Bar tightens top nut, fits closely end template with bridge beam body lower surface, then can install reinforcing bar and concreting
?.The installation of this template is fixed to be easy, good with box girder body tightness, guarantees presentation quality.
Detailed description of the invention:
Fig. 1 is the schematic view of the front view of the utility model, and 8 be box girder body in figure；
Fig. 2 is the overlooking structure diagram of the utility model, and 8 be box girder body in figure.
Specific embodiment:
Referring to Figures 1 and 2, it includes end template 1, and the channel steel 2 of twice longitudinal direction is set above end template, twice longitudinal direction
Channel steel is located at the two sides at the top of wet seam, several transverse connecting rods 3, transverse connecting rod are set on the channel steel of twice longitudinal direction
Both ends connect respectively with the channel steel of twice longitudinal direction by bolt 4, each transverse connecting rod passes through with end template below
Screw rod 5 connects, and the lower end of screw rod is stretched out from end template, and extension has lower nut 6, and the upper end of screw rod is from connecting rod
It stretches out, extension has top nut 7.
Claims (1)
1. the wet seam construction template of bridge sets twice longitudinal direction it is characterized in that: including end template (1) above end template
Channel steel (2), the channel steel of twice longitudinal direction are located at the two sides at the top of wet seam, several transverse directions are set on the channel steel of twice longitudinal direction
Connecting rod (3), the both ends of transverse connecting rod are connect with the channel steel of twice longitudinal direction by bolt (4) respectively, each transverse connecting rod
It is all connect with end template below by screw rod (5), and the lower end of screw rod is stretched out from end template, extension has lower spiral shell
Female (6), the upper end of screw rod are stretched out from connecting rod, and extension has top nut (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821666654.8U CN209412710U (en) | 2018-10-15 | 2018-10-15 | The wet seam construction template of bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821666654.8U CN209412710U (en) | 2018-10-15 | 2018-10-15 | The wet seam construction template of bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209412710U true CN209412710U (en) | 2019-09-20 |
Family
ID=67932633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821666654.8U Active CN209412710U (en) | 2018-10-15 | 2018-10-15 | The wet seam construction template of bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209412710U (en) |
-
2018
- 2018-10-15 CN CN201821666654.8U patent/CN209412710U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211214 Address after: Room 901, building 2, Zhongsu century building, 425 Xinjian North Road, Yuyao City, Ningbo City, Zhejiang Province, 315400 Patentee after: China Railway 19th Bureau Group East China Engineering Co.,Ltd. Patentee after: China Railway 19th Bureau Group No.2 Engineering Co., Ltd Address before: 111000 No. 17 Heping Road, Baita District, Liaoning, Liaoyang Patentee before: CHINA RAILWAY 19TH BUREAU GROUP 2ND Co.,Ltd. |