CN203383188U - Ground sand pebble revetment - Google Patents
Ground sand pebble revetment Download PDFInfo
- Publication number
- CN203383188U CN203383188U CN201320476242.9U CN201320476242U CN203383188U CN 203383188 U CN203383188 U CN 203383188U CN 201320476242 U CN201320476242 U CN 201320476242U CN 203383188 U CN203383188 U CN 203383188U
- Authority
- CN
- China
- Prior art keywords
- sand pebble
- pebble layer
- ground sand
- bank
- revetment
- 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 - Fee Related
Links
- 239000004576 sand Substances 0.000 title claims abstract description 22
- 239000004575 stone Substances 0.000 claims abstract description 4
- 238000005096 rolling process Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a ground sand pebble revetment. The ground sand pebble revetment is characterized in that a ground sand pebble layer is laid on a bank slope between a riverway and a flood-preventing wall on a water side bank, an inverted filter covers the ground sand pebble layer, and dry stone paving is built on the inverted filter. The largest layering thickness of the ground sand pebble layer is not larger than 1m, and the relative density of the ground sand pebble layer should not be lower than 0.75. Thus, the bank slope of a city blood-preventing project can be kept stable, meanwhile, the occupied area and the investment of the project are reduced, and city flood-preventing requirements are also met.
Description
Technical field
The utility model relates to the urban flood defence shore protection, especially relates to a kind of sandy gravel shore protection that rolls.
Background technology
In flood control works, the stable of bank slope is the important component part of flood control works.The bank stability of flood control works, be related to the safety problem of whole flood control works.Flood control works is stable for construction work on the bank, generally bank slope is cut to slope or do barricade to guarantee the stable of bank slope.Bank slope is cut to slope and can take more land area, and city to increase as much as possible again land use area when exploitation, just there will be contradiction between the two; To bank slope, adopt the mode of doing barricade to guarantee that the stable of bank slope can make again the investment of flood control works greatly increase.
Summary of the invention
The purpose of this utility model be to provide a kind of bank slope that makes flood control works keep stable, not only reduce project occupation of land area and construction investment, but also meet that urban flood defence requires roll the sandy gravel shore protection.
The purpose of this utility model is achieved in that
A kind of sandy gravel shore protection that rolls, feature is: the bank slope upper berth between river course and waterside flood control body of wall on the bank is lined with one deck and rolls sand pebble layer, in the top of rolling sand pebble layer, is coated with loaded filter, in the top of loaded filter, builds dry stone pitching is arranged.
The maximum lift height that rolls sand pebble layer is not more than one meter, and roll the relative density of sand pebble layer should be lower than 0.75.
The utility model is that the sandy gravel that the bank slope upper berth between river course and waterside flood control body of wall on the bank is lined with the certain grating of one deck is reinforced bank slope, and the Cast-in-situ Piles in Sand-filling cobble is carried out to back-filling in layers, carry out grinding compacting, the maximum lift height that rolls sand pebble layer after rolling is not more than one meter, and the relative density that rolls sand pebble layer should be lower than 0.75, then be coated with loaded filter in the top of rolling sand pebble layer, build the placed rockfill bank protection is arranged in the top of loaded filter, can make like this bank slope of flood control works keep stable, project occupation of land area and construction investment have been reduced simultaneously, also meet the urban flood defence requirement.
The accompanying drawing explanation
Fig. 1 is sectional drawing of the present utility model.
The specific embodiment
Below in conjunction with example and contrast accompanying drawing the utility model is described in further detail.
A kind of sandy gravel shore protection that rolls, bank slope 2 upper berths between river course 3 and waterside flood control body of wall 1 on the bank are lined with one deck and roll sand pebble layer 4, be coated with the loaded filter 5 of being made by geotextiles in the top of rolling sand pebble layer 4, in the top of loaded filter 5, build dry stone pitching 6 is arranged.
The maximum lift height that rolls sand pebble layer 4 is not more than one meter, and roll the relative density of sand pebble layer 4 should be lower than 0.75.
Claims (2)
1. one kind is rolled the sandy gravel shore protection, it is characterized in that: the bank slope upper berth between river course and waterside flood control body of wall on the bank is lined with one deck and rolls sand pebble layer, in the top of rolling sand pebble layer, is coated with loaded filter, in the top of loaded filter, builds dry stone pitching is arranged.
2. the sandy gravel shore protection that rolls according to claim 1, it is characterized in that: the maximum lift height that rolls sand pebble layer is not more than one meter, and roll the relative density of sand pebble layer should be lower than 0.75.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320476242.9U CN203383188U (en) | 2013-08-06 | 2013-08-06 | Ground sand pebble revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320476242.9U CN203383188U (en) | 2013-08-06 | 2013-08-06 | Ground sand pebble revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203383188U true CN203383188U (en) | 2014-01-08 |
Family
ID=49871699
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320476242.9U Expired - Fee Related CN203383188U (en) | 2013-08-06 | 2013-08-06 | Ground sand pebble revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203383188U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297674A (en) * | 2015-10-10 | 2016-02-03 | 国家海洋局第三海洋研究所 | Shingle beach section design method under conditions of strong coastal dynamic |
| CN105544464A (en) * | 2016-01-05 | 2016-05-04 | 广东省水利水电科学研究院 | Method for embankment construction using removed river deposit from medium and small rivers in mountainous area |
-
2013
- 2013-08-06 CN CN201320476242.9U patent/CN203383188U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297674A (en) * | 2015-10-10 | 2016-02-03 | 国家海洋局第三海洋研究所 | Shingle beach section design method under conditions of strong coastal dynamic |
| CN105544464A (en) * | 2016-01-05 | 2016-05-04 | 广东省水利水电科学研究院 | Method for embankment construction using removed river deposit from medium and small rivers in mountainous area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 330200 Jiangxi province Nanchang County Jiangxi billion building science and Technology Industrial Park Dong Lian Road No. 88 Patentee after: Jiangxi water conservancy planning and Design Institute Address before: 330029 No. 1038, Beijing East Road, Jiangxi, Nanchang Patentee before: Jiangxi Provincial Water Conservancy Planning and Designing Institute |
|
| 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: 20140108 Termination date: 20190806 |