CN116876533B - Mountain reinforcement and restoration method - Google Patents
Mountain reinforcement and restoration method Download PDFInfo
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- CN116876533B CN116876533B CN202310788549.0A CN202310788549A CN116876533B CN 116876533 B CN116876533 B CN 116876533B CN 202310788549 A CN202310788549 A CN 202310788549A CN 116876533 B CN116876533 B CN 116876533B
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims abstract description 20
- 238000004873 anchoring Methods 0.000 claims abstract description 51
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000005553 drilling Methods 0.000 claims abstract description 5
- 238000009499 grossing Methods 0.000 claims abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 23
- 239000003292 glue Substances 0.000 claims description 10
- 239000004927 clay Substances 0.000 claims description 8
- 241001464837 Viridiplantae Species 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 8
- 230000008635 plant growth Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Classifications
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- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- 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
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- 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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to the technical field of mountain reinforcement and repair, in particular to a mountain reinforcement and repair method, which comprises the following steps: s1, preparing anchoring steel bars, surface steel bars and connectors; s2, finishing and smoothing the surface of the mountain to be repaired; s3, uniformly selecting a plurality of anchor points on the surface of the mountain to be repaired and drilling anchor holes; s4, inserting anchoring steel bars into the anchoring holes and pouring concrete, wherein the top ends of the anchoring steel bars are exposed out of the anchoring holes; s5, connecting surface steel bars and anchoring steel bars by using a connector, wherein the surface steel bars are connected into a net structure, and the surface of the mountain to be repaired is covered; s6, pouring a concrete layer on the surface of the mountain to be repaired; the invention does not use a prefabricated reinforcing mesh, can splice in a construction site by combining the shape of the cambered surface of the mountain body to be repaired, has wider application range, and solves the problem that the cambered surface of the mountain body cannot be repaired.
Description
Technical Field
The invention relates to the technical field of mountain reinforcement and repair, in particular to a mountain reinforcement and repair method.
Background
In road bridge construction, can excavate the mountain sometimes, cause partial mountain to exist situation such as damage, if not restore, not only be unfavorable for the environment pleasing to the eye, take place danger such as falling stone easily moreover.
The patent with the application publication number of CN 112359849A discloses a mine slope ecological restoration method, which comprises the following steps: s1: clearing mine slope dangerous rock and leveling slope; s2, fixedly arranging a reinforcing layer for stabilizing the slope on the mine slope; s3, a plant growing groove for cultivating green plants is fixedly formed in the reinforcing layer; s4, filling biomass nutrient soil in the plant growth groove; s5, planting green plants in the plant growing grooves and arranging drip irrigation systems. According to the invention, the prefabricated reinforcement mesh is anchored on the mountain of the flattened mine slope through the anchor rod, and then the concrete is sprayed to the reinforcement mesh to form a stable integrated reinforcing layer, so that the slope structure of the mine slope is reinforced, and natural disasters such as falling rocks, landslide and debris flow are effectively avoided; according to the invention, a plurality of plant growth grooves which are longitudinally arranged in a step shape are fixedly arranged on a reinforcement layer of a mine slope, green plants are planted in the plant growth grooves, and the ecological landscape of the mine slope is recovered, so that the mine slope is consistent with the surrounding environment. The disadvantage of this patent solution is that: the reinforcing steel bar net is a prefabricated reinforcing steel bar net, and the prefabricated reinforcing steel bar net is a plane reinforcing steel bar net, so that only the plane of the mountain body can be repaired, and the cambered surface of the mountain body cannot be repaired.
The patent with the publication number of CN 111705795B discloses a prefabricated anchor pier for slope reinforcement and a post-pouring lattice beam assembly integral construction method, which adopts the steps of inserting anchor cables into the prefabricated anchor pier and fixing the anchor cables by concrete. The disadvantage of this approach is that: firstly, an anchor cable is not easy to be inserted into a hole of a prefabricated anchor pier, and the construction is inconvenient; secondly, the curing strength is small.
Disclosure of Invention
The invention mainly aims to provide a mountain reinforcement and restoration method, which aims to solve the problems that in the prior art, prefabricated steel bar meshes are plane steel bar meshes, only the plane of a mountain can be restored, and the cambered surface of the mountain cannot be restored; and the problems of inconvenient construction and small curing strength.
In order to achieve the above purpose, the invention provides a mountain reinforcement and restoration method, which comprises the following steps:
s1, preparing anchoring steel bars, surface steel bars and connecting bodies, and cutting the anchoring steel bars and the surface steel bars according to the size; the connecting body comprises a main ring, a plurality of sub-rings are sleeved on the main ring, the sub-rings are fixedly connected with connecting caps, one ends of the connecting caps are provided with containing holes for containing reinforcing steel bars, and the connecting caps are divided into anchoring reinforcing steel bar connecting caps and surface reinforcing steel bar connecting caps;
s2, finishing and smoothing the surface of the mountain to be repaired;
s3, uniformly selecting a plurality of anchor points on the surface of the mountain to be repaired, and drilling at least one anchor hole into the mountain by each anchor point;
s4, inserting anchoring steel bars into the anchoring holes and pouring concrete, wherein the top ends of the anchoring steel bars are exposed out of the anchoring holes;
s5, placing a connector at each anchoring point, filling bar planting glue into the accommodating hole of the connecting cap, sleeving the anchoring bar connecting cap into the top end of the anchoring bar, sleeving the surface bar connecting cap into the end of the connecting surface bar, connecting the surface bar into a net structure through the surface bar connecting cap, and covering the surface of the mountain to be repaired;
and S6, pouring a concrete layer on the surface of the mountain to be repaired after the bar planting glue is solidified, and covering the surface steel bars and the connecting body.
Further, each anchoring point is provided with 2-5 anchoring holes, and at least one anchoring hole at each adjacent anchoring point is distributed in a crossing way; the anchoring holes are distributed in a crossed manner, so that after the reinforcing steel bars are inserted into the anchoring holes and concrete is filled into the anchoring holes, the concrete in the two anchoring holes is communicated and coagulated at the crossing part, and the anchoring strength is enhanced.
Further, the method also comprises the following steps:
s7, after the concrete layer is coagulated, filling a clay layer on the surface of the concrete layer, and covering the concrete layer;
s8, planting green plants on the clay layer.
Further, the length of the inner accommodating hole of the connecting cap is 30mm-100mm, and the inner diameter of the connecting cap is 2-10mm larger than the diameter of the steel bar into which the connecting cap is sleeved.
Further, the distance between adjacent anchor points is 300-1000mm.
Further, each anchoring point drills two anchoring holes into the mountain, wherein one anchoring hole is horizontally arranged, and the other anchoring hole is vertically arranged; the two anchor holes are arranged, so that the strength of the anchor is increased, and the anchor holes are respectively positioned in the horizontal direction and the vertical direction, thereby facilitating construction.
According to the invention, the criss-cross anchoring holes are punched in the side surfaces of the mountain, concrete and anchoring steel bars are poured in the anchoring holes, and the surface steel bars on the surface of the mountain are added, so that an integral body can be formed on the surface of the mountain and the inside of the mountain, and the risks of damage to the mountain and falling of stones are prevented.
The beneficial effects of the invention are as follows:
the invention does not use a prefabricated reinforcing mesh, can splice in a construction site by combining the shape of the cambered surface of the mountain body to be repaired, has wider application range, and solves the problem that the cambered surface of the mountain body cannot be repaired.
The invention adopts the connector and the bar planting glue to connect the steel bars, and is similar to the bar planting process, the steel bars are connected into a whole, the anchoring steel bar connecting cap and the surface steel bar connecting cap can move, the connection is convenient, and the site construction is convenient; the bar planting glue has high connection and solidification strength and good effect.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention.
Fig. 1 is a schematic view of the structure of the anchoring bar in example 1;
fig. 2 is a schematic view of the structure of the surface bar in example 1;
in the figure: 1. mountain bodies to be repaired; 2. an anchor hole; 3. anchoring the steel bars; 4. a main ring; 5. separating rings; 6. the anchoring steel bar is connected with the cap; 7. the surface steel bar is connected with the cap; 8. surface steel bars.
Detailed Description
It should be noted that, in the case of no conflict, the embodiments and features in the embodiments may be combined with each other. The invention will be described in detail below with reference to the drawings in connection with embodiments.
Example 1
As shown in fig. 1 to 2, a mountain reinforcement and restoration method is adopted to restore a mountain near a highway in Jinan, and the surface of the mountain to be restored is an arc-shaped surface.
The mountain reinforcement and restoration method comprises the following steps:
s1, preparing an anchor steel bar 3 with the diameter of 10mm, a surface steel bar 8 with the diameter of 10mm and a connector, and cutting the anchor steel bar 3 and the surface steel bar 8 according to the size; the connecting body comprises a main ring 4, 6 sub-rings 5 are sleeved on the main ring 4, each sub-ring 5 is fixedly connected with 6 connecting caps, one end of each connecting cap is provided with a containing hole for containing reinforcing steel bars, the diameter of each containing hole is 13mm, the length of each containing hole is 30mm, and each connecting cap is divided into 2 anchoring reinforcing steel bar connecting caps 6 and 4 surface reinforcing steel bar connecting caps 7;
s2, finishing and smoothing the surface of the mountain 1 to be repaired;
s3, uniformly selecting a plurality of anchor points on the surface of the mountain 1 to be repaired, dividing the surface of the mountain 1 to be repaired into a plurality of squares with side lengths of 300mm when the anchor points are selected, drilling 2 anchor holes 2 with diameters of 14mm into the mountain by each anchor point, wherein one of the two anchor holes 2 is horizontally arranged, the other anchor hole 2 is vertically arranged, the anchor hole 2 vertically arranged is crossed with the anchor hole 2 vertically arranged in the other anchor point, and the anchor hole 2 horizontally arranged is crossed with the anchor hole horizontally arranged in the other anchor point;
s4, inserting an anchor reinforcing steel bar 3 into the anchor hole 2 and pouring concrete, wherein the top end of the anchor reinforcing steel bar 3 is exposed out of the anchor hole 2;
s5, placing a connector at each anchoring point, filling bar planting glue in a containing hole of the connecting cap, sleeving the top end of the anchoring bar 3 by the anchoring bar connecting cap 6, sleeving the end of the connecting surface bar 8 by the surface bar connecting cap 7, and connecting the surface bar 8 into a net structure through the surface bar connecting cap 7 to cover the surface of the mountain 1 to be repaired;
s6, after the bar planting glue is solidified, a concrete layer is poured on the surface of the mountain body 1 to be repaired, and the surface steel bars 8 and the connecting body are covered;
s7, after the concrete layer is coagulated, filling a clay layer on the surface of the concrete layer, and covering the concrete layer;
s8, planting green plants on the clay layer.
In the embodiment 1, the arc-shaped surface of the mountain is repaired, the original mountain radian can be maintained after the mountain is repaired, and the strength after the mountain is repaired can meet the requirement after the mountain is inspected; after two years of repair, the mountain strength is checked again, and the conditions of cracks, layering and the like are not generated, so that the mountain strength is not reduced.
Example 2
The mountain reinforcement and restoration method is adopted to restore the mountain of the bridge edge of a viaduct in Jinan, and the surface of the mountain to be restored is an arc surface.
The mountain reinforcement and restoration method comprises the following steps:
s1, preparing an anchor steel bar 3 with the diameter of 12mm, a surface steel bar 8 with the diameter of 12mm and a connector, and cutting the anchor steel bar 3 and the surface steel bar 8 according to the size; the connecting body comprises a main ring 4, 5 sub-rings 5 are sleeved on the main ring 4, each sub-ring 5 is fixedly connected with 6 connecting caps, one end of each connecting cap is provided with a containing hole for containing reinforcing steel bars, the diameter of each containing hole is 15mm, the length of each containing hole is 100mm, and each connecting cap is divided into 2 anchoring reinforcing steel bar connecting caps 6 and 4 surface reinforcing steel bar connecting caps 7;
s2, finishing and smoothing the surface of the mountain 1 to be repaired;
s3, uniformly selecting a plurality of anchor points on the surface of the mountain 1 to be repaired, dividing the surface of the mountain 1 to be repaired into a plurality of squares with side length of 1000mm during selection, drilling 1 anchor hole 2 with diameter of 16mm into the mountain by each anchor point on the top of each square, and crossing the anchor hole 2 with the anchor hole 2 of the other anchor point;
s4, inserting an anchor reinforcing steel bar 3 into the anchor hole 2 and pouring concrete, wherein the top end of the anchor reinforcing steel bar 3 is exposed out of the anchor hole 2;
s5, placing a connector at each anchoring point, filling bar planting glue in a containing hole of the connecting cap, sleeving the top end of the anchoring bar 3 by the anchoring bar connecting cap 6, sleeving the end of the connecting surface bar 8 by the surface bar connecting cap 7, and connecting the surface bar 8 into a net structure through the surface bar connecting cap 7 to cover the surface of the mountain 1 to be repaired;
s6, after the bar planting glue is solidified, a concrete layer is poured on the surface of the mountain body 1 to be repaired, and the surface steel bars 8 and the connecting body are covered;
s7, after the concrete layer is coagulated, filling a clay layer on the surface of the concrete layer, and covering the concrete layer;
s8, planting green plants on the clay layer.
In the embodiment 2, the arc-shaped surface of the mountain is repaired, the original mountain radian can be kept after the mountain is repaired, and the strength after the mountain is repaired can meet the requirement after the mountain is inspected; after two years of repair, the mountain strength is checked again, and the conditions of cracks, layering and the like are not generated, so that the mountain strength is not reduced.
Example 3
A mountain reinforcing and repairing method is adopted to repair a mountain close to the field in Jinan, and the surface of the mountain to be repaired is an arc-shaped surface.
Example 3 differs from example 1 only in the steps: in step S1, the length of the accommodating hole is 50mm; in step S3, a plurality of anchor points are uniformly selected on the surface of the mountain to be repaired 1, and the surface of the mountain to be repaired 1 is divided into a plurality of squares with sides of 500mm during the selection, and the anchor points are positioned on the apexes of the squares.
In the embodiment 3, the arc-shaped surface of the mountain is repaired, the original mountain radian can be maintained after the mountain is repaired, and the strength after the mountain is repaired can meet the requirement after the mountain is inspected; after two years of repair, the mountain strength is checked again, and the conditions of cracks, layering and the like are not generated, so that the mountain strength is not reduced.
The above description is only of the preferred embodiments of the present invention and is not intended to limit the present invention, but various modifications and variations can be made to the present invention by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The mountain reinforcement and restoration method is characterized by comprising the following steps of:
s1, preparing an anchor steel bar (3), a surface steel bar (8) and a connector, and cutting the anchor steel bar (3) and the surface steel bar (8) according to the size; the connecting body comprises a main ring (4), a plurality of sub-rings (5) are sleeved on the main ring (4), the sub-rings (5) are fixedly connected with connecting caps, one ends of the connecting caps are provided with containing holes for containing reinforcing steel bars, and the connecting caps are divided into anchoring reinforcing steel bar connecting caps (6) and surface reinforcing steel bar connecting caps (7);
s2, finishing and smoothing the surface of the mountain body (1) to be repaired;
s3, uniformly selecting a plurality of anchor points on the surface of the mountain body (1) to be repaired, and drilling at least one anchor hole (2) into the mountain body by each anchor point;
s4, inserting an anchor reinforcing steel bar (3) into the anchor hole (2) and pouring concrete, wherein the top end of the anchor reinforcing steel bar (3) is exposed out of the anchor hole (2);
s5, placing a connector at each anchoring point, filling bar planting glue into a containing hole of the connecting cap, sleeving an anchoring bar connecting cap (6) on the top end of the anchoring bar (3), sleeving a surface bar connecting cap (7) on the end of the connecting surface bar (8), and connecting the surface bar (8) into a net structure through the surface bar connecting cap (7) to cover the surface of the mountain to be repaired (1);
s6, after the bar planting glue is solidified, a concrete layer is poured on the surface of the mountain body (1) to be repaired, and the surface steel bars (8) and the connecting body are covered.
2. A mountain reinforcement and repair method as claimed in claim 1, wherein there are 2-5 anchor holes (2) at each anchor point, and at least one anchor hole (2) at an adjacent anchor point is cross-distributed.
3. The mountain reinforcement repair method as set forth in claim 1, further comprising the steps of:
s7, after the concrete layer is coagulated, filling a clay layer on the surface of the concrete layer, and covering the concrete layer;
s8, planting green plants on the clay layer.
4. A mountain reinforcing repair method as claimed in claim 1, wherein the length of the inner receiving hole of the connection cap is 30mm-100mm, and the inner diameter of the connection cap is 2-10mm larger than the diameter of the reinforcing bar into which the connection cap is to be fitted.
5. A mountain reinforcement repair method as claimed in claim 1, wherein the distance between adjacent anchor points is 300-1000mm.
6. The mountain reinforcement and restoration method as recited in claim 1, wherein each anchoring point drills two anchoring holes (2) into the inside of the mountain, one of the two anchoring holes (2) being horizontally disposed and the other being vertically disposed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310788549.0A CN116876533B (en) | 2023-06-30 | 2023-06-30 | Mountain reinforcement and restoration method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310788549.0A CN116876533B (en) | 2023-06-30 | 2023-06-30 | Mountain reinforcement and restoration method |
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| Publication Number | Publication Date |
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| CN116876533A CN116876533A (en) | 2023-10-13 |
| CN116876533B true CN116876533B (en) | 2024-03-26 |
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|---|---|---|---|
| CN202310788549.0A Active CN116876533B (en) | 2023-06-30 | 2023-06-30 | Mountain reinforcement and restoration method |
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| Country | Link |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002013148A (en) * | 2000-06-30 | 2002-01-18 | Daichi:Kk | Slope protective working method and slope greening working method |
| KR20050079706A (en) * | 2004-02-06 | 2005-08-11 | 최제인 | Slope protection structure and reinforcement method of construction attached to pressure shotsoils or soilcement |
| CN109024628A (en) * | 2018-08-27 | 2018-12-18 | 深圳花果山生态科技有限公司 | A kind of method of quick ecological slope controlling |
| CN208533538U (en) * | 2018-05-15 | 2019-02-22 | 陈仕祥 | A kind of foundation pit styling components |
| CN109594568A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of rock slope ecological safeguard structure and its method |
| CN112267423A (en) * | 2020-10-23 | 2021-01-26 | 广东石油化工学院 | Constructed wetland structure and method for carrying out pollution interception by utilizing ecological side slope |
| CN213571973U (en) * | 2020-09-01 | 2021-06-29 | 浙江佳途勘测设计有限公司 | Invisible sash beam side slope reinforcing structure |
| CN215367339U (en) * | 2021-08-02 | 2021-12-31 | 重庆市渝海建设(集团)有限公司 | Spray anchor protection structure for municipal construction |
| CN215715419U (en) * | 2021-09-24 | 2022-02-01 | 齐齐哈尔市水利勘测设计研究院有限责任公司 | Ecological bank protection anchor of sandy soil dyke of simple preparation installation |
| CN216999378U (en) * | 2021-04-21 | 2022-07-19 | 中国电建集团华东勘测设计研究院有限公司 | Side slope isolated rolling stone processing structure |
-
2023
- 2023-06-30 CN CN202310788549.0A patent/CN116876533B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002013148A (en) * | 2000-06-30 | 2002-01-18 | Daichi:Kk | Slope protective working method and slope greening working method |
| KR20050079706A (en) * | 2004-02-06 | 2005-08-11 | 최제인 | Slope protection structure and reinforcement method of construction attached to pressure shotsoils or soilcement |
| CN208533538U (en) * | 2018-05-15 | 2019-02-22 | 陈仕祥 | A kind of foundation pit styling components |
| CN109024628A (en) * | 2018-08-27 | 2018-12-18 | 深圳花果山生态科技有限公司 | A kind of method of quick ecological slope controlling |
| CN109594568A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of rock slope ecological safeguard structure and its method |
| CN213571973U (en) * | 2020-09-01 | 2021-06-29 | 浙江佳途勘测设计有限公司 | Invisible sash beam side slope reinforcing structure |
| CN112267423A (en) * | 2020-10-23 | 2021-01-26 | 广东石油化工学院 | Constructed wetland structure and method for carrying out pollution interception by utilizing ecological side slope |
| CN216999378U (en) * | 2021-04-21 | 2022-07-19 | 中国电建集团华东勘测设计研究院有限公司 | Side slope isolated rolling stone processing structure |
| CN215367339U (en) * | 2021-08-02 | 2021-12-31 | 重庆市渝海建设(集团)有限公司 | Spray anchor protection structure for municipal construction |
| CN215715419U (en) * | 2021-09-24 | 2022-02-01 | 齐齐哈尔市水利勘测设计研究院有限责任公司 | Ecological bank protection anchor of sandy soil dyke of simple preparation installation |
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| Publication number | Publication date |
|---|---|
| CN116876533A (en) | 2023-10-13 |
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