CN203795373U - River channel bank protection structure - Google Patents
River channel bank protection structure Download PDFInfo
- Publication number
- CN203795373U CN203795373U CN201420152995.9U CN201420152995U CN203795373U CN 203795373 U CN203795373 U CN 203795373U CN 201420152995 U CN201420152995 U CN 201420152995U CN 203795373 U CN203795373 U CN 203795373U
- Authority
- CN
- China
- Prior art keywords
- cavity
- base plate
- municipal
- cushion cap
- river channel
- Prior art date
- 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.)
- Expired - Lifetime
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 6
- 238000004891 communication Methods 0.000 claims description 4
- 239000008399 tap water Substances 0.000 claims description 4
- 235000020679 tap water Nutrition 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 3
- 238000001556 precipitation Methods 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Abstract
The utility model relates to the technical field of municipal drainage, in particular to a river channel bank protection structure. The river channel bank protection structure comprises a road surface, a municipal draining pipe and a river channel, wherein the municipal draining pipe is buried below the road surface, the water inlet of the municipal draining pipe is connected with the draining outlet of the road surface, and the water outlet of the municipal draining pipe is communicated into the river channel. The river channel bank protection structure is characterized in that a pile foundation bearing platform is further disposed below the road surface, the pile foundation bearing platform comprises a plurality of pile foundations, a bearing platform base plate and retaining walls, the upper surfaces of the pile foundations jointly support the bearing platform base plate, the four retaining walls are vertically disposed at four edges of the upper surface of the bearing platform base plate, the four retaining walls and the bearing platform base plate form a cavity, the municipal draining pipe is laid in the cavity, and a movable cover plate is fixed at the top of the cavity. The river channel bank protection structure has the advantages that underground pipeline arrangement is integrated, municipal construction investment is saved, and maintenance can be performed conveniently by opening the movable cover plate.
Description
[technical field]
The utility model relates to municipal drainage technical field, specifically a kind of channel revetment structure.
[background technology]
Highway, municipal drain, river course three often combine, and typical case is Suzhou Creek in Shanghai flood-control wall improvement project, See Fig. 1.Specifically, municipal drain is embedded in highway pavement below, and the water inlet of municipal drain is connected with the outfall of highway pavement, and the delivery port of municipal drain passes into river course.
Above-mentioned gutter is arranged not science, and pipeline is easily aging, and standard of drainage is lower, when running into precipitation or continuous precipitation, surpasses urban sewerage and drainage ability, very easily causes city waterlogging ponding disaster; Also can, due to leaf and household garbage etc., cause drainage pipe to stop up.When gutter is overhauled or dredged, Yao Dui highway belly breaking recovers again, has not only bothered but also has affected vehicle and pedestrian traffic; Some municipal drain are embedded in the greenbelt below between highway and river course now, while overhauling municipal drain, though do not affect traffic, move greening and recover, also non-easy thing.Cause municipal drainage facility unsound, imperfection, builds and lags behind.
[summary of the invention]
The purpose of this utility model is to overcome problems of the prior art, and a kind of novel channel revetment structure is provided.
For achieving the above object, design a kind of channel revetment structure, comprise highway pavement, municipal drain and river course, municipal drain is embedded in highway pavement below, the water inlet of described municipal drain is connected with the outfall of highway pavement, the delivery port of described municipal drain passes into river course, it is characterized in that: highway pavement below is also provided with pile foundation support table, described pile foundation support table is by some pile foundations, cushion cap base plate and retaining wall form, the upper surface of some pile foundations is supported with cushion cap base plate jointly, four limits of described cushion cap plate upper surface are vertically provided with four retaining walls, four retaining walls and cushion cap base plate form a cavity, municipal drain is layed in described cavity, described cavity top is fixed with removable cover, convenient for maintaining maintenance.
The pile foundation of described pile foundation support table adopts some columns, described some columns are parallel to each other and are vertically to highway pavement and set up, described cushion cap base plate adopts crossbeam, the soffit of cushion cap base plate is fixed by some upright supports, four retaining walls and cushion cap base plate form half square shape cavity, the opening upwards of described cavity.
Described removable cover is directly located at highway pavement, and one end of described removable cover and one end, cavity top are rotated fixing, and the other end of described removable cover is free end, convenient for maintaining maintenance.
On relative two retaining walls of described cavity, be respectively equipped with pipeline through hole, municipal drain is layed in described cavity by described pipeline through hole.
In described cavity, be also equipped with tap water, electric power, communication pipeline, make cavity become public piping lane, saved urban construction investment.
Innovation channel revetment structure pattern of the present utility model, above pile foundation support table, construct one with the cavity of removable cover, Shop establishes the pipelines such as municipal drain and tap water, electric power, communication in cavity, make cavity become public piping lane, having integrated underground line arranges, saving urban construction investment, convenient for maintaining maintenance, only need open removable cover can overhaul.
[accompanying drawing explanation]
Fig. 1 is the channel revetment structure figure of Suzhou Creek in Shanghai flood-control wall improvement project;
Fig. 2 is channel revetment structure figure of the present utility model;
1 highway pavement 2 municipal drain 3 pile foundation 4 cushion cap base plate 5 retaining wall 6 removable covers in figure
[specific embodiment]
Now by reference to the accompanying drawings and embodiment the technical solution of the utility model is further elaborated, believe it is clearly for a person skilled in the art.
The channel revetment structure of the present embodiment, as shown in Figure 2, comprises highway pavement 1, municipal drain 2 and river course, municipal drain 2 is embedded in highway pavement 1 below, the water inlet of described municipal drain 2 is connected with the outfall of highway pavement 1, and the delivery port of described municipal drain 2 passes into river course
Below highway pavement, be also provided with pile foundation support table, described pile foundation support table consists of some pile foundations 3, cushion cap base plate 4 and retaining wall 5,
The pile foundation 3 of described pile foundation support table adopts some columns, described some columns are parallel to each other and are vertically to highway pavement 1 and set up, described cushion cap base plate adopts crossbeam, the soffit of cushion cap base plate 4 is fixed by some upright supports, four limits of described cushion cap base plate 4 upper surfaces are vertically provided with four retaining walls 5, four retaining walls 5 form half square shape cavity, the opening upwards of described cavity with cushion cap base plate 4.
Municipal drain 2 is layed in described cavity, on two retaining walls 5 that described cavity is relative specifically, is respectively equipped with pipeline through hole, municipal drain is layed in described cavity by described pipeline through hole.Described cavity top is fixed with removable cover.In described cavity, be also equipped with tap water, electric power, communication pipeline, make cavity become public piping lane.
Described removable cover is directly located at highway pavement, and one end of described removable cover and one end, cavity top are rotated fixing, and the other end of described removable cover is free end, convenient for maintaining maintenance.
Claims (5)
1. a channel revetment structure, comprise highway pavement, municipal drain and river course, municipal drain is embedded in highway pavement below, the water inlet of described municipal drain is connected with the outfall of highway pavement, the delivery port of described municipal drain passes into river course, it is characterized in that: highway pavement below is also provided with pile foundation support table, described pile foundation support table is by some pile foundations, cushion cap base plate and retaining wall form, the upper surface of some pile foundations is supported with cushion cap base plate jointly, four limits of described cushion cap plate upper surface are vertically provided with four retaining walls, four retaining walls and cushion cap base plate form a cavity, municipal drain is layed in described cavity, described cavity top is fixed with removable cover.
2. a kind of channel revetment structure as claimed in claim 1, the pile foundation that it is characterized in that described pile foundation support table adopts some columns, described some columns are parallel to each other and are vertically to highway pavement and set up, described cushion cap base plate adopts crossbeam, the soffit of cushion cap base plate is fixed by some upright supports, four retaining walls and cushion cap base plate form half square shape cavity, the opening upwards of described cavity.
3. a kind of channel revetment structure as claimed in claim 1, is characterized in that described removable cover is directly located at highway pavement, and one end of described removable cover and one end, cavity top are rotated fixing, and the other end of described removable cover is free end.
4. a kind of channel revetment structure as claimed in claim 1, is characterized in that being respectively equipped with pipeline through hole on two retaining walls that described cavity is relative, and municipal drain is layed in described cavity by described pipeline through hole.
5. a kind of channel revetment structure as described in claim 1 or 4, is characterized in that being also equipped with tap water, electric power, communication pipeline in described cavity, makes cavity become public piping lane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420152995.9U CN203795373U (en) | 2014-03-31 | 2014-03-31 | River channel bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420152995.9U CN203795373U (en) | 2014-03-31 | 2014-03-31 | River channel bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203795373U true CN203795373U (en) | 2014-08-27 |
Family
ID=51377602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420152995.9U Expired - Lifetime CN203795373U (en) | 2014-03-31 | 2014-03-31 | River channel bank protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203795373U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149625A (en) * | 2016-08-23 | 2016-11-23 | 上海市水利工程设计研究院有限公司 | A kind of ecological self-purification type landscape revetment reconstruction structure and construction method thereof |
| CN108533960A (en) * | 2018-04-27 | 2018-09-14 | 上海燃气浦东销售有限公司 | The repair method of the total water inlet tube of Low Pressure Gas Network |
| CN108677869A (en) * | 2018-05-24 | 2018-10-19 | 上海勘测设计研究院有限公司 | Bank protection structure suitable for flood passage, flood control and navigable river |
| CN112609741A (en) * | 2020-12-07 | 2021-04-06 | 郑州地铁集团有限公司 | In-situ protection structure and method for large-diameter pipeline of open cut station of rail transit |
| CN115075228A (en) * | 2022-05-11 | 2022-09-20 | 中铁时代建筑设计院有限公司 | Connecting device of cast-in-place pipe pile water storage system, water storage system and construction method |
-
2014
- 2014-03-31 CN CN201420152995.9U patent/CN203795373U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149625A (en) * | 2016-08-23 | 2016-11-23 | 上海市水利工程设计研究院有限公司 | A kind of ecological self-purification type landscape revetment reconstruction structure and construction method thereof |
| CN108533960A (en) * | 2018-04-27 | 2018-09-14 | 上海燃气浦东销售有限公司 | The repair method of the total water inlet tube of Low Pressure Gas Network |
| CN108677869A (en) * | 2018-05-24 | 2018-10-19 | 上海勘测设计研究院有限公司 | Bank protection structure suitable for flood passage, flood control and navigable river |
| CN112609741A (en) * | 2020-12-07 | 2021-04-06 | 郑州地铁集团有限公司 | In-situ protection structure and method for large-diameter pipeline of open cut station of rail transit |
| CN115075228A (en) * | 2022-05-11 | 2022-09-20 | 中铁时代建筑设计院有限公司 | Connecting device of cast-in-place pipe pile water storage system, water storage system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201306, C, building 1758, 319 Hong Kong Road, reed tide Town, Shanghai, Pudong New Area Patentee after: Shanghai Wanlang Water Technology Co.,Ltd. Address before: 201306, C, building 1758, 319 Hong Kong Road, reed tide Town, Shanghai, Pudong New Area Patentee before: SHANGHAI VERYLONG PIPE CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201306, C, building 1758, 319 Hong Kong Road, reed tide Town, Shanghai, Pudong New Area Patentee after: Shanghai wanlang Water Technology Group Co.,Ltd. Address before: 201306, C, building 1758, 319 Hong Kong Road, reed tide Town, Shanghai, Pudong New Area Patentee before: Shanghai wanlang Water Group Co.,Ltd. Address after: 201306, C, building 1758, 319 Hong Kong Road, reed tide Town, Shanghai, Pudong New Area Patentee after: Shanghai wanlang Water Group Co.,Ltd. Address before: 201306, C, building 1758, 319 Hong Kong Road, reed tide Town, Shanghai, Pudong New Area Patentee before: Shanghai Wanlang Water Technology Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140827 |