CN205557331U - Alleviate steel bridge panel structure of mating formation of layer range of sliding of mating formation - Google Patents
Alleviate steel bridge panel structure of mating formation of layer range of sliding of mating formation Download PDFInfo
- Publication number
- CN205557331U CN205557331U CN201620282457.0U CN201620282457U CN205557331U CN 205557331 U CN205557331 U CN 205557331U CN 201620282457 U CN201620282457 U CN 201620282457U CN 205557331 U CN205557331 U CN 205557331U
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- China
- Prior art keywords
- layer
- mating formation
- steel bridge
- sliding
- triangle ripple
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 41
- 239000010959 steel Substances 0.000 title claims abstract description 41
- 230000015572 biosynthetic process Effects 0.000 title abstract 7
- 230000013011 mating Effects 0.000 title abstract 7
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000011384 asphalt concrete Substances 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 29
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model discloses an alleviate steel bridge panel structure of mating formation of layer range of sliding of mating formation. Wherein: the up end upper berth of steel bridge panel is equipped with the waterproof concrete layer, the up end upper berth on waterproof concrete layer is equipped with asphalt concrete pavement layer, be provided with triangle ripple shaped steel board between waterproof concrete layer, the asphalt concrete pavement layer, one side of triangle ripple shaped steel board links to each other with the up end of steel bridge panel. Common steel bridge deck pavement structure's surface course is because under the combined action of factors such as driving load, ambient temperature and bridge vibration, steel bridge deck pavement structure's atress with be out of shape very complicated, the paving material tensile, shear and compressive strength all less, the easy production in layer of mating formation is slided, the utility model has the advantage of simple structure, through set up the hindrance stress that receives triangle ripple shaped steel board when sliding in the feasible layer of mating formation of triangle ripple shaped steel board on the steel bridge panel for reach the mesh that reduces the layer range of sliding of mating formation, and obvious in effect.
Description
Technical field
This utility model relates to a kind of deck installation structure, particularly relates to a kind of steel bridge deck paving structure alleviating pave-load layer sliding amplitude.
Background technology
The surface layer of common bridge deck pavement structure is owing to, under the common effect of the factors such as traffic load, ambient temperature and bridge vibration, the stress of bridge deck pavement structure and deformation are extremely complex, and pavement material tension, shearing resistance and comprcssive strength are the least；Pave-load layer is easily generated sliding.
Summary of the invention
Task to be solved in the utility model is to provide a kind of steel bridge deck paving structure alleviating pave-load layer sliding amplitude so that reach to reduce the purpose of pave-load layer sliding amplitude.
In order to solve the problems referred to above, this utility model is achieved through the following technical solutions: alleviate the steel bridge deck paving structure of pave-load layer sliding amplitude, including triangle ripple shape steel plate, steel bridge deck, water-proof concrete layer, asphalt concrete pavement layer；Wherein: on the upper surface of steel bridge deck, be equipped with water-proof concrete layer；It is equipped with asphalt concrete pavement layer on the upper surface of water-proof concrete layer；Being provided with triangle ripple shape steel plate between water-proof concrete layer, asphalt concrete pavement layer, the side of triangle ripple shape steel plate is connected with the upper surface of steel bridge deck.
The utility model has the advantage of: make pave-load layer obstruction stress by triangle ripple shape steel plate sliding when by arranging triangle ripple shape steel plate on steel bridge deck so that reach to reduce the purpose of pave-load layer sliding amplitude；This utility model simple in construction, with low cost, effect is obvious.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is pave-load layer structural representation of the present utility model.
Reference: triangle ripple shape steel plate 1, steel bridge deck 2, water-proof concrete layer 3, asphalt concrete pavement layer 4.
Detailed description of the invention
Embodiment, alleviate the steel bridge deck paving structure of pave-load layer sliding amplitude, including: triangle ripple shape steel plate 1, steel bridge deck 2, water-proof concrete layer 3, asphalt concrete pavement layer 4；Wherein: on the upper surface of steel bridge deck 2, be equipped with water-proof concrete layer 3；Asphalt concrete pavement layer 4 it is equipped with on the upper surface of water-proof concrete layer 3；Being provided with triangle ripple shape steel plate 1 between water-proof concrete layer 3, asphalt concrete pavement layer 4, the side of triangle ripple shape steel plate 1 is connected with the upper surface of steel bridge deck 2.
Operation principle: the when that water-proof concrete layer 3, asphalt concrete pavement layer 4 occurring sliding, triangle ripple shape steel plate 1 can produce a resistance to reduce the sliding amplitude of each pave-load layer.
Claims (1)
1. alleviate the steel bridge deck paving structure of pave-load layer sliding amplitude, including triangle ripple shape steel plate (1), steel bridge deck (2), water-proof concrete layer (3), asphalt concrete pavement layer (4)；It is characterized in that: on the upper surface of steel bridge deck (2), be equipped with water-proof concrete layer (3)；Asphalt concrete pavement layer (4) it is equipped with on the upper surface of water-proof concrete layer (3)；Being provided with triangle ripple shape steel plate (1) between water-proof concrete layer (3), asphalt concrete pavement layer (4), the side of triangle ripple shape steel plate (1) is connected with the upper surface of steel bridge deck (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620282457.0U CN205557331U (en) | 2016-04-07 | 2016-04-07 | Alleviate steel bridge panel structure of mating formation of layer range of sliding of mating formation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620282457.0U CN205557331U (en) | 2016-04-07 | 2016-04-07 | Alleviate steel bridge panel structure of mating formation of layer range of sliding of mating formation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557331U true CN205557331U (en) | 2016-09-07 |
Family
ID=56811104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620282457.0U Expired - Fee Related CN205557331U (en) | 2016-04-07 | 2016-04-07 | Alleviate steel bridge panel structure of mating formation of layer range of sliding of mating formation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557331U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059614A (en) * | 2017-06-10 | 2017-08-18 | 内蒙古工业大学 | A kind of combined bridge deck structure and its construction method |
| CN108166372A (en) * | 2017-12-28 | 2018-06-15 | 警通建设（集团）有限公司 | A kind of Precast T-Beam and its construction method |
| CN108457182A (en) * | 2018-05-18 | 2018-08-28 | 中山职业技术学院 | A kind of cross bridge floor board and its construction technology |
| CN109338840A (en) * | 2018-10-13 | 2019-02-15 | 湖北安达泰建设工程有限公司 | A kind of high-strength pavement and its construction technology |
| CN110593027A (en) * | 2018-06-13 | 2019-12-20 | 比亚迪股份有限公司 | Straddle monorail and its track beam |
| CN112962453A (en) * | 2021-02-03 | 2021-06-15 | 江西龙正科技发展有限公司 | Novel ultra-high strength concrete UHPC light combined bridge deck |
-
2016
- 2016-04-07 CN CN201620282457.0U patent/CN205557331U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059614A (en) * | 2017-06-10 | 2017-08-18 | 内蒙古工业大学 | A kind of combined bridge deck structure and its construction method |
| CN108166372A (en) * | 2017-12-28 | 2018-06-15 | 警通建设（集团）有限公司 | A kind of Precast T-Beam and its construction method |
| CN108166372B (en) * | 2017-12-28 | 2020-05-19 | 警通建设（集团）有限公司 | Prefabricated T-shaped beam and construction method thereof |
| CN108457182A (en) * | 2018-05-18 | 2018-08-28 | 中山职业技术学院 | A kind of cross bridge floor board and its construction technology |
| CN108457182B (en) * | 2018-05-18 | 2024-04-30 | 中山职业技术学院 | Orthotropic bridge deck and construction process thereof |
| CN110593027A (en) * | 2018-06-13 | 2019-12-20 | 比亚迪股份有限公司 | Straddle monorail and its track beam |
| CN110593027B (en) * | 2018-06-13 | 2022-01-07 | 比亚迪股份有限公司 | Straddle type single rail and rail beam thereof |
| CN109338840A (en) * | 2018-10-13 | 2019-02-15 | 湖北安达泰建设工程有限公司 | A kind of high-strength pavement and its construction technology |
| CN109338840B (en) * | 2018-10-13 | 2020-11-20 | 湖北安达泰建设工程有限公司 | A kind of construction method of high-strength pavement |
| CN112962453A (en) * | 2021-02-03 | 2021-06-15 | 江西龙正科技发展有限公司 | Novel ultra-high strength concrete UHPC light combined bridge deck |
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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: 20160907 Termination date: 20210407 |