CN100507163C - Method and equipment for protecting and greening side slope - Google Patents
Method and equipment for protecting and greening side slope Download PDFInfo
- Publication number
- CN100507163C CN100507163C CNB2003101113140A CN200310111314A CN100507163C CN 100507163 C CN100507163 C CN 100507163C CN B2003101113140 A CNB2003101113140 A CN B2003101113140A CN 200310111314 A CN200310111314 A CN 200310111314A CN 100507163 C CN100507163 C CN 100507163C
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- Prior art keywords
- greening
- pile
- hollow brick
- domatic
- side slope
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Abstract
A method for protecting slope includes smoothing surface of slope, laying a net, spreading the hollow bricks, driving antiskid piles into earth at the corners of hollow bricks, and planting the tree or grass in the hole of hollow brick.
Description
Technical field
The present invention relates to a kind of method and relevant apparatus thereof of slope treatment, particularly a kind of utilization has building block, geonet and the antislide pile of hole and reinforces domatic method.
Background technology
Riverbank, side slope protection, highway slope protection generally use building stones, concrete, building block etc. with whole domatic complete capping in the city, can prevent slope and land slide, unstability and soil erosion well though do like this.But cause visual pollution easily, be unfavorable for afforestation of city.In fact, for the riverbank, the domatic chance that is subjected to erodsion of stream seldom when the gradient during less than 50 °, under the prerequisite of taking certain safeguard procedures, can be planted green plants fully more than the normal water bit line; A lot of slope of highway also can be afforested in bank protection.
Summary of the invention
The purpose of this invention is to provide and a kind ofly can be used for side slope ground protection, the method for simultaneously again can the opposite side hillside fields afforesting.
The object of the present invention is achieved like this: the method for a kind of side slope protection and greening, and smooth domatic, on domatic, lay the greening hollow brick, squeeze into antislide pile in greening hollow brick Zhuan Jiao joint, serike in the perforate of greening hollow brick;
Above-mentioned greening hollow brick is a polygonized structure, which is provided with perforate, and the edge is provided with groove and flange, and drift angle is the circular arc that has deep gouge;
Above-mentioned antislide pile comprises pile cover and pile body, and the pile body bottom is a stake point, is provided with mesopore in the pile body, and mesopore is communicated with drain hole on being distributed in pile body, and mesopore is opened on pile cover top or pile body top.
Smooth domatic after, earlier on domatic, lay geonet.
Side slope protection greening method provided by the present invention, under the acting in conjunction by greening hollow brick, antislide pile or greening hollow brick, antislide pile, geonet, not only played the domatic effect of reinforcing, and in the building block perforate, can plant green plants, in reinforcing side slope, play the greening effect.Greening hollow brick used in the present invention because the groove that the edge setting of employing brick body cooperatively interacts and the structure of flange make a plurality of brick bodies can be connected to become a stable whole, can be fixed on the place that side slope, shore protection etc. need protection better.Antislide pile used in the present invention because pile cover is arranged, is provided with mesopore in the pile body, mesopore is communicated with drain hole, and when pile body was squeezed into the soil body, the press water in the soil can enter mesopore by drain hole and discharge, both can get rid of press water in the soil body, play the effect of shearing resistance, anchoring, fixation hollow brick again.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is an enforcement worker schematic diagram of the present invention.
Fig. 2 is the structural representation that the present invention afforests hollow brick.
Fig. 3 is an anti-slide pile structure schematic diagram of the present invention.
Fig. 4 is that the present invention afforests hollow brick splicing schematic diagram.
The specific embodiment
When the present invention constructs, earlier smooth domatic 10, on domatic 10, spread geonet 12 in advance, have the greening hollow brick 1 of hole then on geonet 12 upper berths, green plants can be planted by perforate 8 places of greening hollow brick brick body 1, fixes with antislide pile in brick body 1 lap-joint's circular hole 15.
Tetragonal brick body is a quadrant shape for 1, four jiao, and mid portion constituted a circular hole that has deep gouge when four brick bodies were combined, and can squeeze into antislide pile 11 in circular hole 15, and pile cover 5 is pressed on the deep gouge 13.Antislide pile 11 can play the effect of shearing resistance, anchoring, and the press water in the soil can enter mesopore 8 from drain hole 9 simultaneously, discharges from the opening part of mesopore 8.
For condition side slope preferably, can consider that hollow brick 1 and antislide pile 11 are united protection or hollow brick 1 unites protection with geonet 12 or geonet 12 is united protection with antislide pile 11.For the better side slope of condition, can use hollow brick 1, geonet 12, antislide pile protection 11 separately.
The used greening hollow brick of the present invention can be used the concrete for making of being made up of sand, stone, cement, water, also can be by sand, cement and Concrete admixtures mixing manufacture.Usually this brick length of side is taken as 25-50 centimetres, and thickness is about 5-20 centimetres, is convenient to transportation and construction.Antislide pile 11 can be with stainless steel or plastic production.
The work progress of antislide pile 11 is: when being used for weak soil, earlier in permeable, the anticorrosion geotextiles of stake outer wrapping one deck (as asbestos cloth), squeeze into the soil body with weight from Zhuan Ta circle circular hole 15 again; When being used for pan soil, can go out the cavity with the slightly little solid-iron bastinade of diameter earlier, will be enclosed with again that one deck is permeable, the antislide pile of anticorrosion geotextiles is squeezed in the soil.Also can form slightly little cavity earlier, squeeze into antislide pile 11 with rig.
Claims (2)
1, the method for a kind of side slope protection and greening, it is characterized in that: smooth domatic (10), go up laying greening hollow brick (1) in domatic (10), squeeze into antislide pile (11), serike in greening hollow brick perforate (2) in greening hollow brick (1) Zhuan Jiao joint;
Above-mentioned greening hollow brick (1) is a polygonized structure, which is provided with perforate (2), and the edge is provided with groove (3) and flange (4), and drift angle is for having the circular arc (14) of deep gouge (13);
Above-mentioned antislide pile (11) comprises pile cover (5) and pile body (6), pile body (6) bottom is a stake point (7), be provided with mesopore (8) in the pile body (6), mesopore (8) is communicated with drain hole (9) on being distributed in pile body (6), and mesopore (8) is opened on pile cover (5) top or pile body (6) top.
2, side slope protection according to claim 1 and greening method is characterized in that: after smooth domatic (10), go up in domatic (10) earlier and lay geonet (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101113140A CN100507163C (en) | 2003-10-31 | 2003-10-31 | Method and equipment for protecting and greening side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101113140A CN100507163C (en) | 2003-10-31 | 2003-10-31 | Method and equipment for protecting and greening side slope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1540108A CN1540108A (en) | 2004-10-27 |
| CN100507163C true CN100507163C (en) | 2009-07-01 |
Family
ID=34336021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101113140A Expired - Fee Related CN100507163C (en) | 2003-10-31 | 2003-10-31 | Method and equipment for protecting and greening side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100507163C (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298934C (en) * | 2004-12-27 | 2007-02-07 | 河海大学 | Landscape type multi-stage stepwise artificial wetland protection slope forming method |
| CN101103696B (en) * | 2007-08-14 | 2011-06-08 | 北京师范大学 | Technology for recovering vegetation on slope of rock and application thereof |
| CN102668761B (en) * | 2012-05-18 | 2015-07-29 | 中国科学院水利部成都山地灾害与环境研究所 | Prefabricated card slot type hollow brick and a kind of ecological field bund |
| CN103774618B (en) * | 2013-12-06 | 2016-05-18 | 浙江水利水电学院 | A kind of ecological slope protection building block and bank protecting method thereof |
| CN105756073B (en) * | 2016-04-18 | 2018-02-16 | 江西理工大学 | A kind of ion type rareearth mine ecological slope protection building block and its ecological revetment system |
| CN106120649B (en) * | 2016-08-24 | 2018-08-07 | 湖北三和管桩有限公司 | A kind of sill may roadbed bank protection fast reinforcing |
| CN106284383B (en) * | 2016-09-19 | 2017-08-04 | 刘立刚 | Prevent and treat completely weathered granite side slope damage by water waterproof and water drainage system and its construction method |
| CN107339107A (en) * | 2017-06-27 | 2017-11-10 | 华能伊敏煤电有限责任公司 | Open-pit mine blast afforests the processing method of bench face |
| CN107724403A (en) * | 2017-11-30 | 2018-02-23 | 扬州大学 | A kind of two-way ecological revetment brick and ecological revetment and its construction method |
| CN111764386A (en) * | 2020-05-18 | 2020-10-13 | 四川省公路规划勘察设计研究院有限公司 | Ecological anchor rod, side slope protection system and construction method |
| CN111779005A (en) * | 2020-07-23 | 2020-10-16 | 马鞍山斯博尔机械技术服务有限公司 | Slope supports reinforcement equipment for geotechnical engineering |
| CN115162378B (en) * | 2022-08-18 | 2024-03-08 | 云南地质工程勘察设计研究院有限公司 | Environment-friendly ecological slope protection structure and construction method thereof |
-
2003
- 2003-10-31 CN CNB2003101113140A patent/CN100507163C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1540108A (en) | 2004-10-27 |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090701 Termination date: 20151031 |
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| EXPY | Termination of patent right or utility model |