CN202658532U - Bridge wet joint construction template - Google Patents
Bridge wet joint construction template Download PDFInfo
- Publication number
- CN202658532U CN202658532U CN 201220340599 CN201220340599U CN202658532U CN 202658532 U CN202658532 U CN 202658532U CN 201220340599 CN201220340599 CN 201220340599 CN 201220340599 U CN201220340599 U CN 201220340599U CN 202658532 U CN202658532 U CN 202658532U
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- bridge
- steel plate
- wet joint
- template
- construction
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Abstract
The utility model discloses a bridge wet joint construction template, which is characterized in that bearing steel plates which extend outside bridge wing edges in a cantilever type are arranged on the bottom portions of the bridge wing edges by embedding, wherein the bearing steel plates which are arranged on the bridge wing edges on the two sides are commonly lapped and connected with steel plates to form a wet joint template. The bridge wet joint construction template guarantees construction quality and safety, and reduces construction influence to traffic under a bridge at the same time.
Description
Technical field
The utility model relates to the construction formwork of the wet seam of a kind of Bridge Construction device, the particularly overpass bridge such as high-flying highway or railway.
Background technology
After bridge erection, need build wet joint concrete between the adjacent beams body.Since concreting need to be at the bottom of flange of beam branching standing template, the operating personnel does not have the operating space, traditional Support Method formwork erection and suspension method formwork erection are larger to the traffic impact under the bridge, particularly impact is larger when acrossing highway or railway.
Summary of the invention
The utility model is for avoiding the existing weak point of above-mentioned prior art, and a kind of bridge seam construction formwork that wets is provided, and has both satisfied the construction requirement of wet joint concrete between beam, does not also affect traffic under the bridge.
The utility model is that the technical solution problem adopts following technical scheme:
The design feature of the wet seam construction formwork of the utility model bridge is: the bottom on the bridge edge of a wing, be the supporting steel plate that cantilevered extends in the outside on the bridge edge of a wing by pre-buried setting, on the supporting steel plate on the bridge edge of a wing, both sides, jointly set up junction steel plate, form wet joint template.
The design feature of the wet seam construction formwork of the utility model bridge also is: be that side full weld at junction steel plate is connected between described junction steel plate and supporting steel plate.
Compared with the prior art, the utility model beneficial effect is embodied in:
The utility model reduces construction to the impact of traffic under the bridge when guaranteeing construction quality and safety.
Description of drawings
Fig. 1 is the utility model structural representation.
Number in the figure: Bridge 1 flange of beam; 2 wet seams; 3 supporting steel plates; 4 weld seams; 5 junction steel plates.
The specific embodiment
Referring to Fig. 1, the form of structure of the wet seam construction formwork of present embodiment Bridge is: the bottom on the prefabricated bridge edge of a wing 1, utilize drag hook and be the supporting steel plate 3 that cantilevered extends in the outside on the bridge edge of a wing 1 by pre-buried setting, on the supporting steel plate 3 on the bridge edge of a wing, both sides 1, jointly set up junction steel plate 5, form wet joint template with this, continue to finish the construction operation of wet seam 2 at wet joint template, after the construction operation of finishing wet seam 2, junction steel plate 5 is not removed as a kind of permanent structure with supporting steel plate 3; In order to guarantee firm connection, be that the side full weld at junction steel plate 5 is connected between junction steel plate 5 and supporting steel plate 3, form weld seam 4.
Form of structure of the present utility model especially is fit to the wet seam construction of bridge of acrossing highway or railway.
Claims (2)
1. the wet seam construction formwork of a bridge, it is characterized in that the bottom in the bridge edge of a wing (1), be the supporting steel plate (3) that cantilevered extends in the outside on the bridge edge of a wing (1) by pre-buried setting, on the supporting steel plate (3) on the bridge edge of a wing, both sides (1), jointly set up junction steel plate (5), form wet joint template.
2. the wet seam construction formwork of bridge according to claim 1 is characterized in that between described junction steel plate (5) and supporting steel plate (3) it being that side full weld at junction steel plate (5) is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220340599 CN202658532U (en) | 2012-07-13 | 2012-07-13 | Bridge wet joint construction template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220340599 CN202658532U (en) | 2012-07-13 | 2012-07-13 | Bridge wet joint construction template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202658532U true CN202658532U (en) | 2013-01-09 |
Family
ID=47453449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220340599 Expired - Fee Related CN202658532U (en) | 2012-07-13 | 2012-07-13 | Bridge wet joint construction template |
Country Status (1)
| Country | Link |
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| CN (1) | CN202658532U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510466A (en) * | 2013-10-11 | 2014-01-15 | 中铁十九局集团有限公司 | Wet joint construction method of T-shaped beam bridge floor system |
| CN105507156A (en) * | 2015-12-13 | 2016-04-20 | 中铁十九局集团第二工程有限公司 | Mounting method of T-beam bridge decking wet joint formwork |
| CN108643036A (en) * | 2018-05-21 | 2018-10-12 | 江苏省交通工程集团有限公司 | A kind of wet seam construction of prefabricated case beam |
| CN108755459A (en) * | 2018-08-10 | 2018-11-06 | 山东交通学院 | A kind of compound anti-bend reinforced construction of old Hollow Slab Beam Bridge steel wire rope MPC and construction method |
| CN110747742A (en) * | 2019-09-17 | 2020-02-04 | 广东工业大学 | Sectional type bridge wet joint construction template and construction method |
| CN110747741A (en) * | 2019-09-17 | 2020-02-04 | 广东工业大学 | Wet joint construction template and construction method |
| CN112376400A (en) * | 2020-11-07 | 2021-02-19 | 厦门中亚联合建设工程有限公司 | Wet joint structure of precast concrete beam and construction process thereof |
-
2012
- 2012-07-13 CN CN 201220340599 patent/CN202658532U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510466A (en) * | 2013-10-11 | 2014-01-15 | 中铁十九局集团有限公司 | Wet joint construction method of T-shaped beam bridge floor system |
| CN103510466B (en) * | 2013-10-11 | 2015-07-01 | 中铁十九局集团有限公司 | Wet joint construction method of T-shaped beam bridge floor system |
| CN105507156A (en) * | 2015-12-13 | 2016-04-20 | 中铁十九局集团第二工程有限公司 | Mounting method of T-beam bridge decking wet joint formwork |
| CN108643036A (en) * | 2018-05-21 | 2018-10-12 | 江苏省交通工程集团有限公司 | A kind of wet seam construction of prefabricated case beam |
| CN108755459A (en) * | 2018-08-10 | 2018-11-06 | 山东交通学院 | A kind of compound anti-bend reinforced construction of old Hollow Slab Beam Bridge steel wire rope MPC and construction method |
| CN110747742A (en) * | 2019-09-17 | 2020-02-04 | 广东工业大学 | Sectional type bridge wet joint construction template and construction method |
| CN110747741A (en) * | 2019-09-17 | 2020-02-04 | 广东工业大学 | Wet joint construction template and construction method |
| CN112376400A (en) * | 2020-11-07 | 2021-02-19 | 厦门中亚联合建设工程有限公司 | Wet joint structure of precast concrete beam and construction process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130109 Termination date: 20200713 |