CN111042159A - Mounting method of slope vegetation attachment device - Google Patents
Mounting method of slope vegetation attachment device Download PDFInfo
- Publication number
- CN111042159A CN111042159A CN201911330944.4A CN201911330944A CN111042159A CN 111042159 A CN111042159 A CN 111042159A CN 201911330944 A CN201911330944 A CN 201911330944A CN 111042159 A CN111042159 A CN 111042159A
- Authority
- CN
- China
- Prior art keywords
- groove
- attachment
- vertical
- installing
- acquiring
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses an installation method of a slope vegetation attachment device, which is characterized in that an attachment is installed in a slope of a mountain land through the processes of acquiring an attachment pit, acquiring a transverse groove installation belt, acquiring a vertical groove installation belt, acquiring a top edge groove, acquiring an attachment, acquiring a drainage groove installation belt, installing an attachment, installing a transverse groove and a vertical groove, fixing the transverse groove and the vertical groove, installing the drainage groove and connecting the drainage groove and the vertical groove, so that the purposes of stabilizing soil and providing moisture for peripheral plants are achieved.
Description
Technical Field
The invention relates to the technical field of protection construction of protecting vegetation for improving soil in agriculture, in particular to an installation method of a slope vegetation attachment device.
Background
The landslide refers to the action and phenomenon that a certain part of rock and soil on a mountain slope generates shearing displacement along a certain weak structural plane (belt) under the action of gravity (including the gravity of the rock and soil and the dynamic and static pressure of underground water) and integrally moves to the lower part of the slope. Commonly known as 'mountain walking', 'mountain collapse', 'ground slip', 'earth slip', etc., are one of the common geological disasters.
The main inducing factors for the occurrence of mountain landslide are: the slope toe is continuously washed by surface water bodies such as earthquakes, rainfall and snow melting, surface water washing, soaking and river flow. The occurrence of landslide is closely related to the action of water, which is often the main factor causing landslide, so that the elimination and alleviation of the damage of water to the side slope are particularly important, and the purpose is as follows: reduce pore water pressure and hydrodynamic pressure, prevent the softening and corrosion decomposition of rock-soil mass, eliminate or reduce the scouring and wave beating action of water. The specific method comprises the following steps: 1. the peripheral surface water is prevented from entering the landslide area, and a water intercepting ditch can be built at the boundary of the landslide; 2. in the landslide area, drainage ditches can be built on the slope surface; 3. the cover layer can be paved by using mortar rubble or artificial vegetation to prevent the surface water from seeping.
To prevent landslide, it is necessary to install the attachment on the slope.
Disclosure of Invention
In view of the above problems, an object of the present invention is to provide a method for installing a slope vegetation attachment device, which fixes soil under slope vegetation.
The technical scheme of the invention is realized by the following modes:
a method for installing a slope vegetation attachment device,
and acquiring an attachment pit, excavating a plurality of U-shaped grooves along the slope trend, and acquiring a plurality of attachment pits.
And acquiring a transverse groove mounting belt, and transversely arranging a concave groove between adjacent attachment pits along the slope trend to acquire the transverse groove mounting belt.
And acquiring vertical groove mounting belts, wherein concave grooves are vertically formed between adjacent attachment pits along the slope trend to acquire the vertical groove mounting belts.
And acquiring a top edge groove, and opening an edge groove at the edge of the first attachment pit to acquire the top edge groove.
And acquiring an attachment, and respectively connecting the first branch pipe and the second branch pipe with the outer wall of the main pipe to obtain the attachment.
And acquiring a water drainage groove mounting belt, and arranging the water drainage groove mounting belt at the tail end of each vertical groove mounting belt.
And (3) mounting the attachment, putting the attachment into the attachment pit, and paving the space around the attachment by using loose soil.
Installing a transverse groove and a vertical groove, installing a belt in the transverse groove installation belt to lay the transverse groove, and respectively contacting two ends of the transverse groove with adjacent attachments. And (3) installing vertical grooves, laying vertical grooves in the vertical groove installation belts, and respectively contacting two ends of each vertical groove with adjacent attachments. The junction of the transverse groove and the vertical groove is an attachment pit.
Fixing the transverse groove and the vertical groove, and respectively paving the transverse groove and the vertical groove on two sides of the transverse groove by using loose soil to fix the transverse groove. Loose soil is respectively paved on two sides of the vertical groove to fix the vertical groove.
Installing a water drainage tank, installing the water drainage tank in the water drainage tank installation belt, and paving the water drainage tank installation belt on two sides by using loose soil.
And connecting the drainage grooves and the vertical grooves, and butting the tail ends of all the vertical grooves with the drainage grooves respectively and fixing the tail ends. .
Compared with the prior art, the invention has the beneficial effects that: through acquireing the attachment hole, acquireing the cross slot installation area, acquireing perpendicular groove installation area, acquireing the top limit groove, acquireing the attachment, acquireing water drainage tank installation area, installation attachment, installation cross slot and perpendicular groove, fixed cross slot and perpendicular groove, installation water drainage tank and connection water drainage tank and perpendicular groove process, install the attachment in the mountain slope to reach stable soil, provide the purpose of moisture to peripheral plant simultaneously.
The method is further optimized as follows: the size of the attachment pit is larger than the size of the attachment body.
By adopting the technical scheme, the attachment is completely arranged in the attachment pit.
The method is further optimized as follows: the depth of the transverse groove mounting belt is equal to that of the transverse groove.
Adopt above-mentioned technical scheme, the cross slot can be installed in the cross slot installation area completely.
The method is further optimized as follows: the depth of the vertical groove mounting strip is equal to the depth of the vertical groove.
By adopting the technical scheme, the vertical groove can be completely installed in the vertical groove installation belt.
The method is further optimized as follows: the transverse groove, the vertical groove, the baffle plate and the drainage groove form a grid-shaped attachment together.
By adopting the technical scheme, the effects of fixing the attachment together and stabilizing the mountain soil are achieved.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment;
in the figure: 1-a baffle plate; 2-an attachment; 20-a first manifold; 21-a leak hole; 22-a second branch; 23 penetration holes; 24 a main tube; 3-transverse groove; 4-vertical grooves; 5-a drainage groove.
Detailed Description
The technical scheme of the invention is further explained by combining the attached figure 1.
As shown in fig. 1, it comprises a baffle 1, an attachment body 2, a transverse groove 3, a vertical groove 4 and a drainage groove 5. Horizontal groove 3 with erect 4 cross connection in groove, horizontal groove 3 with erect 4 constitution graticule meshes in groove, the last border of baffle 1 is connected with the last border of graticule mesh, the lower border of baffle 1 is connected with soil, baffle 1 is the net type, reaches baffle 1 and deepens the purpose of fixing the graticule mesh in soil. The lower border of graticule mesh is connected with water drainage tank 5, and the graticule mesh is connected with attachment 2, and attachment 2 collects the rainwater in horizontal groove 3 and perpendicular groove 4. The attachment 2 is detachably linked with the mesh, which is convenient for installing or replacing the attachment 2. Attachment 2 is located the below of graticule mesh, and a plurality of perpendicular grooves 3 can alternately form a plurality of graticule meshes of densely covered with a plurality of horizontal grooves 4, and horizontal groove 3, perpendicular groove 4 and water drainage tank 5 are detachable connecting piece, and when the construction, only need with each connecting piece, interconnect can install into graticule mesh, has easy operation and convenient characteristics of being under construction.
The transverse grooves 3 are used for collecting transverse rainwater and flowing the rainwater into the attachment body 2 or the vertical grooves 4. The vertical grooves 4 are used for collecting rainwater in the vertical direction and the horizontal grooves 3 and flowing the rainwater into the attachment 2 or the drainage grooves 5. Horizontal groove 3, perpendicular groove 4 and water drainage tank 5 are the recess, realize collecting the purpose of more rainwater.
The attachment 2 comprises a main pipe 24, a first branch pipe 20 and a second branch pipe 22, the number of the first branch pipe 20 and the number of the second branch pipe 22 are both multiple, and the purpose of supplying water to vegetation by fast water inflow during rainfall is achieved. The side wall of the main pipe 1 is provided with the leak 21, the leak 21 is connected with one end of the first branch pipe 20, the first branch pipe 20 extends into the soil, the first branch pipe 20 is made of high water absorption resin materials, the high water absorption resin has good water absorption and water retention capacity, a large amount of water can be absorbed and stored when rainfall occurs, when drought occurs, water can be provided for vegetation in arid or soil-poor areas, and the vegetation can be guaranteed to continue to survive under the condition that the vegetation does not have rainfall. The bottom surface of the main pipe 24 is connected with one end of the second branch pipe 22, the upper part of the side surface of the main pipe 22 is connected with the other end of the second branch pipe 22, the second branch pipe 22 is provided with a penetration hole, and rainwater enters soil from the penetration hole. The attachment 2 is integrally deep into the soil, and the main pipe 2 collects rainwater from the lateral grooves 3 and the vertical grooves 4 and branches the rainwater to the first branch pipe 20 and the second branch pipe 22. The diameter of the first branch pipe 20 is larger than that of the second branch pipe 22, so that when the rainfall is caused after drought, a large amount of rainwater is supplied to the nearest soil around the main pipe 2 from the first branch pipe 20, and the rainwater is supplied to the farther soil around the main pipe 2 from the second branch pipe 22 through the penetration holes 23. The diameter of the first branch pipe 20 is larger than that of the second branch pipe 22, so that when the rainfall is caused after drought, a large amount of rainwater is supplied to the nearest soil around the main pipe 2 from the first branch pipe 20, and the rainwater is supplied to the farther soil of the main pipe 2 from the second branch pipe 22 through the penetration holes 23.
In the rainfall process, when the rainfall is less, all the rainwater flows through the main pipe 2 and respectively enters the first branch pipe 20 and the second branch pipe 22 from top to bottom, one part of the rainwater enters the soil from the first branch pipe 20, and the other part of the rainwater enters the soil from the permeation holes 23 to provide moisture for the vegetation. When the amount of rainwater is large or excessive, the excessive rainwater flows to the drain tank 5 along the horizontal and vertical tanks 3 and 4. The drainage channel 5 is connected with a rainwater discharge pipe network to discharge redundant rainwater to the rainwater pipe network, so that the rainwater is uniformly discharged, and landslide or debris flow caused by overlarge rainwater amount is avoided. The inner diameter values of the drainage grooves 5 are slightly larger than the inner diameter values of the transverse grooves 3 and the vertical grooves 4, so that rainwater in the transverse grooves 3 and the vertical grooves 4 is collected.
An installation method of a slope vegetation attachment device is used for fixing soil under slope vegetation.
And acquiring an attachment pit, excavating a plurality of U-shaped grooves along the slope trend, and acquiring a plurality of attachment pits. The size of the attachment pit is larger than the size of the attachment body so that the attachment body 2 is completely received in the attachment pit.
And acquiring a transverse groove mounting belt, and transversely arranging a concave groove between adjacent attachment pits along the slope trend to acquire the transverse groove mounting belt.
And acquiring vertical groove mounting belts, wherein concave grooves are vertically formed between adjacent attachment pits along the slope trend to acquire the vertical groove mounting belts.
And acquiring a top edge groove, and opening an edge groove at the edge of the first attachment pit to acquire the top edge groove.
And (3) obtaining an attachment, and connecting the first branch pipe 20 and the second branch pipe 22 with the outer wall of the main pipe respectively to obtain the attachment.
And acquiring a water drainage groove mounting belt, and arranging the water drainage groove mounting belt at the tail end of each vertical groove 4 mounting belt.
And (3) mounting the attachment, putting the attachment into the attachment pit, and paving the space around the attachment by using loose soil.
Installing a transverse groove and a vertical groove, installing a belt laying transverse groove in an installation belt of the transverse groove 3, and respectively contacting two ends of the transverse groove 3 with adjacent attachments. The depth of the transverse groove mounting strip is equal to the depth of the transverse groove, and the transverse groove 3 can be completely mounted in the transverse groove mounting strip. And (3) installing a vertical groove 4, laying a vertical groove in a vertical groove installation belt, and respectively contacting two ends of the vertical groove 4 with adjacent attachments. The junction of the transverse groove 3 and the vertical groove 4 is an attachment pit. The depth of the vertical slot mounting strip is equal to the depth of the vertical slot 4 so that the vertical slot can be fully installed in the vertical slot 4 mounting strip.
The fixed transverse grooves 3 and the vertical grooves 4 are respectively paved on two sides of the transverse grooves 3 by loose soil to fix the transverse grooves 3. Loose soil is respectively paved on two sides of the vertical groove 4 to fix the vertical groove 4.
And a water drainage groove 5 is installed, the water drainage groove 5 is installed in the water drainage groove installation belt, and the water drainage groove is paved on two sides of the water drainage groove installation belt by soil loosening.
And connecting the drainage grooves 5 and the vertical grooves 4, and butting the tail ends of all the vertical grooves 4 with the drainage grooves 5 respectively and fixing the tail ends. Horizontal 3 grooves, vertical groove 3, baffle are with 1 and drainage tank 5 component latticed attachment 2 jointly, reach jointly fixed attachment 2, stabilize the effect of mountain soil.
Through acquireing the attachment hole, acquireing the cross slot installation area, acquireing perpendicular groove installation area, acquireing the top limit groove, acquireing the attachment, acquireing water drainage tank installation area, installation attachment 2, installation cross slot and perpendicular groove 4, fixed cross slot 3 and perpendicular groove 4, installation water drainage tank 5 and connection water drainage tank 5 and perpendicular 4 processes of groove, adorn attachment installation 2 in the mountain slope to reach stable soil, provide the purpose of moisture to peripheral plant simultaneously.
The present embodiment is only for explaining the invention, and it is not limited to the invention, and those skilled in the art can make modifications to the embodiment as necessary without inventive contribution after reading the present specification, but all of them are protected by the patent law within the scope of the present invention.
Claims (5)
1. The mounting method of the slope vegetation attachment device is characterized in that:
acquiring attachment pits, excavating a plurality of U-shaped grooves on a slope along the slope trend, and acquiring a plurality of attachment pits;
acquiring a transverse groove mounting belt, walking along a slope, transversely forming a concave groove between adjacent attachment pits, and acquiring the transverse groove mounting belt;
acquiring a vertical groove mounting belt, wherein a concave groove is vertically formed between adjacent attachment pits along the slope trend to acquire the vertical groove mounting belt;
acquiring a top edge groove, and forming an edge groove at the edge of the first attachment pit to acquire the top edge groove;
acquiring an attachment, and respectively connecting the first branch pipe and the second branch pipe with the outer wall of the main pipe to obtain the attachment;
acquiring drainage channel mounting belts, and arranging the drainage channel mounting belts at the tail ends of all the vertical channel mounting belts;
installing an attachment, placing the attachment into the attachment pit, and paving a space around the attachment by using loose soil;
installing a transverse groove and a vertical groove, installing a belt laying transverse groove in the transverse groove installation belt, and respectively contacting two ends of the transverse groove with the adjacent attachment; installing a vertical groove, wherein a vertical groove is laid in the vertical groove installation belt, and two ends of the vertical groove are respectively contacted with the adjacent attachment; the intersection of the transverse groove and the vertical groove is the attachment pit;
fixing a transverse groove and a vertical groove, and respectively paving loose soil on two sides of the transverse groove to fix the transverse groove; loose soil is respectively paved on two sides of the vertical groove to fix the vertical groove;
installing drainage channels, installing drainage channels in the drainage channel installation belt, and paving the drainage channels on two sides of the drainage channel installation belt by using loose soil;
and connecting a drainage groove and a vertical groove, and butting the tail ends of all the vertical grooves with the drainage groove respectively and fixing the tail ends.
2. The method of installing a slope vegetation attachment apparatus according to claim 1, wherein: the size of the attachment pit is larger than the size of the attachment body.
3. The method of installing a slope vegetation attachment apparatus according to claim 1, wherein: the depth of the transverse groove mounting belt is equal to that of the transverse groove.
4. The method of installing a slope vegetation attachment apparatus according to claim 1, wherein: the depth of the vertical groove mounting strip is equal to that of the vertical groove.
5. The method of installing a slope vegetation attachment apparatus according to claim 1, wherein: the transverse grooves, the vertical grooves, the baffle plates and the drainage grooves form a grid-shaped attachment together.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201911330944.4A CN111042159A (en) | 2019-12-20 | 2019-12-20 | Mounting method of slope vegetation attachment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201911330944.4A CN111042159A (en) | 2019-12-20 | 2019-12-20 | Mounting method of slope vegetation attachment device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111042159A true CN111042159A (en) | 2020-04-21 |
Family
ID=70237244
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201911330944.4A Pending CN111042159A (en) | 2019-12-20 | 2019-12-20 | Mounting method of slope vegetation attachment device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111042159A (en) |
Citations (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100566664B1 (en) * | 2005-11-02 | 2006-03-31 | 주식회사 대한콘설탄트 | A ladder vegetational block for protecting an inclineof road |
CN201674837U (en) * | 2010-05-14 | 2010-12-22 | 惠州强雳日常用品制造有限公司 | Novel household planting basin |
CN202672175U (en) * | 2012-04-11 | 2013-01-16 | 中国电力工程顾问集团西北电力设计院 | Square-stone windproof and sand-stabilization tower footing structure |
CN103437354A (en) * | 2013-08-29 | 2013-12-11 | 湖南城市学院 | Water drainage anchor rod and construction method |
CN104032758A (en) * | 2014-05-26 | 2014-09-10 | 中国建筑第八工程局有限公司 | Reinforcement construction method for ultrahigh slope in abandoned pit |
CN204000904U (en) * | 2014-09-01 | 2014-12-10 | 中恒建设集团有限公司 | A kind of mesh duct for solid slope water storage |
CN204305674U (en) * | 2014-11-25 | 2015-05-06 | 陈洪凯 | Anchor pole grid is utilized to carry out shale side slope plantation greening structure |
CN104727319A (en) * | 2015-04-07 | 2015-06-24 | 兰州理工大学 | Slope self-drainage anchor rod and construction method |
CN205284475U (en) * | 2016-01-20 | 2016-06-08 | 肖友成 | Agricultural irrigation oozes pipe with dripping |
CN105862885A (en) * | 2016-04-12 | 2016-08-17 | 化学工业岩土工程有限公司 | Soil slope reinforcing method |
CN106930302A (en) * | 2017-04-25 | 2017-07-07 | 安徽宝翔建设集团有限责任公司 | The drainage system of lattice girder side slope |
CN206667264U (en) * | 2017-02-28 | 2017-11-24 | 中交天津港湾工程研究院有限公司 | It is a kind of from draining string data enlarging anchor rod supporting construction |
CN108301422A (en) * | 2017-12-22 | 2018-07-20 | 浙江普天园林建筑发展有限公司 | A kind of ecological restoration method for rocky slope |
CN108293844A (en) * | 2018-01-30 | 2018-07-20 | 陈文华 | A kind of agricultural irrigation irrigation system based on deep soil layer irrigation technology |
CN108487263A (en) * | 2018-03-16 | 2018-09-04 | 三峡大学 | A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion |
CN207878479U (en) * | 2017-11-22 | 2018-09-18 | 南京瀚浦园林股份有限公司 | A kind of bio-matrix concrete revetment |
CN208211052U (en) * | 2018-05-09 | 2018-12-11 | 沈阳协达建筑工程有限公司 | A kind of ornamental plant water-keeping device |
CN109258184A (en) * | 2018-08-31 | 2019-01-25 | 三峡大学 | A kind of high steep rock afforestation equipment and method |
CN109629566A (en) * | 2019-01-16 | 2019-04-16 | 宁夏大学 | A kind of vacuum drainage anchor pole and its construction method |
CN208777320U (en) * | 2018-06-26 | 2019-04-23 | 湖北宸远建设有限公司 | A kind of slope protection structure |
CN208815543U (en) * | 2018-08-15 | 2019-05-03 | 中铁第四勘察设计院集团有限公司 | Side slope surface ruggedized construction |
CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | Broken rock soil body cutting slope flexible supporting and retaining reinforcing structure and reinforcing method |
KR101962135B1 (en) * | 2018-12-18 | 2019-07-17 | 정영길 | Pile construction method |
CN110130367A (en) * | 2019-04-10 | 2019-08-16 | 北京铁科特种工程技术有限公司 | It is a kind of for the precast lattice beam of slope reinforcement and its production and construction method |
-
2019
- 2019-12-20 CN CN201911330944.4A patent/CN111042159A/en active Pending
Patent Citations (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100566664B1 (en) * | 2005-11-02 | 2006-03-31 | 주식회사 대한콘설탄트 | A ladder vegetational block for protecting an inclineof road |
CN201674837U (en) * | 2010-05-14 | 2010-12-22 | 惠州强雳日常用品制造有限公司 | Novel household planting basin |
CN202672175U (en) * | 2012-04-11 | 2013-01-16 | 中国电力工程顾问集团西北电力设计院 | Square-stone windproof and sand-stabilization tower footing structure |
CN103437354A (en) * | 2013-08-29 | 2013-12-11 | 湖南城市学院 | Water drainage anchor rod and construction method |
CN104032758A (en) * | 2014-05-26 | 2014-09-10 | 中国建筑第八工程局有限公司 | Reinforcement construction method for ultrahigh slope in abandoned pit |
CN204000904U (en) * | 2014-09-01 | 2014-12-10 | 中恒建设集团有限公司 | A kind of mesh duct for solid slope water storage |
CN204305674U (en) * | 2014-11-25 | 2015-05-06 | 陈洪凯 | Anchor pole grid is utilized to carry out shale side slope plantation greening structure |
CN104727319A (en) * | 2015-04-07 | 2015-06-24 | 兰州理工大学 | Slope self-drainage anchor rod and construction method |
CN205284475U (en) * | 2016-01-20 | 2016-06-08 | 肖友成 | Agricultural irrigation oozes pipe with dripping |
CN105862885A (en) * | 2016-04-12 | 2016-08-17 | 化学工业岩土工程有限公司 | Soil slope reinforcing method |
CN206667264U (en) * | 2017-02-28 | 2017-11-24 | 中交天津港湾工程研究院有限公司 | It is a kind of from draining string data enlarging anchor rod supporting construction |
CN106930302A (en) * | 2017-04-25 | 2017-07-07 | 安徽宝翔建设集团有限责任公司 | The drainage system of lattice girder side slope |
CN207878479U (en) * | 2017-11-22 | 2018-09-18 | 南京瀚浦园林股份有限公司 | A kind of bio-matrix concrete revetment |
CN108301422A (en) * | 2017-12-22 | 2018-07-20 | 浙江普天园林建筑发展有限公司 | A kind of ecological restoration method for rocky slope |
CN108293844A (en) * | 2018-01-30 | 2018-07-20 | 陈文华 | A kind of agricultural irrigation irrigation system based on deep soil layer irrigation technology |
CN108487263A (en) * | 2018-03-16 | 2018-09-04 | 三峡大学 | A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion |
CN208211052U (en) * | 2018-05-09 | 2018-12-11 | 沈阳协达建筑工程有限公司 | A kind of ornamental plant water-keeping device |
CN208777320U (en) * | 2018-06-26 | 2019-04-23 | 湖北宸远建设有限公司 | A kind of slope protection structure |
CN208815543U (en) * | 2018-08-15 | 2019-05-03 | 中铁第四勘察设计院集团有限公司 | Side slope surface ruggedized construction |
CN109258184A (en) * | 2018-08-31 | 2019-01-25 | 三峡大学 | A kind of high steep rock afforestation equipment and method |
KR101962135B1 (en) * | 2018-12-18 | 2019-07-17 | 정영길 | Pile construction method |
CN109629566A (en) * | 2019-01-16 | 2019-04-16 | 宁夏大学 | A kind of vacuum drainage anchor pole and its construction method |
CN110130367A (en) * | 2019-04-10 | 2019-08-16 | 北京铁科特种工程技术有限公司 | It is a kind of for the precast lattice beam of slope reinforcement and its production and construction method |
CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | Broken rock soil body cutting slope flexible supporting and retaining reinforcing structure and reinforcing method |
Non-Patent Citations (1)
Title |
---|
薛丽梅,白云起,赵玉华: "《耐盐型高分子材料》", 30 June 2006 * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108193758B (en) | Sponge urban road storing and draining structure | |
CN105862665B (en) | The method in comprehensive treatment of small watersheds-reconstruction good farmland | |
CN106717413B (en) | Sponge urban greening irrigation system and construction method thereof | |
CN102031768B (en) | Novel farmland waterlogging prevention and treatment device and applied technology thereof | |
RU2563146C1 (en) | Method of anti-erosion protection of relief on polders for growing herbs | |
CN209824682U (en) | Slope greening structure | |
CN113718711B (en) | Anti-scouring water and soil conservation slope protection structure and construction method thereof | |
CN113356133B (en) | Bank protection structure suitable for rocky bank slope of hydro-fluctuation belt and construction method | |
CN110984191A (en) | Slope vegetation attachment device | |
CN111042159A (en) | Mounting method of slope vegetation attachment device | |
RU2518452C2 (en) | Horizontal underground water intake of combined design | |
CN215057564U (en) | Visual and maintainable type anti-clogging drainage system for highway tunnel | |
CN214423033U (en) | High stability road bed protective structure | |
CN212153625U (en) | Urban construction rainwater garden | |
CN109440723B (en) | Hydraulic engineering retaining wall and construction method thereof | |
KR101056744B1 (en) | Drainage assembly of a retaining wall | |
RU2616376C1 (en) | Method for drainage of territories adjacent to water intake with floodland area | |
CN216586592U (en) | Side slope drainage structures who prevents collapsing | |
CN220434826U (en) | Tunnel waterproof and drainage structure | |
CN213926308U (en) | Greening ecological slope protection | |
CN216739920U (en) | Drainage system for debris flow | |
CN220099800U (en) | River bank protection slope protection water and soil protection structure | |
CN212865821U (en) | Drainage structure of irrigation and water conservancy project | |
JP3002436B2 (en) | Rainwater outflow prevention facility | |
CN220644311U (en) | Collecting and draining system for solving water gushing of side slope |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200421 |
|
RJ01 | Rejection of invention patent application after publication |