CN211816395U - Retaining wall structure for mine slope treatment - Google Patents
Retaining wall structure for mine slope treatment Download PDFInfo
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- CN211816395U CN211816395U CN202020082066.0U CN202020082066U CN211816395U CN 211816395 U CN211816395 U CN 211816395U CN 202020082066 U CN202020082066 U CN 202020082066U CN 211816395 U CN211816395 U CN 211816395U
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Abstract
The utility model discloses a retaining wall structure for mine side slope is administered, include mine side slope, concrete retaining wall, bury soil concrete, first stock and protection machanism, the left side of mine side slope is provided with concrete retaining wall, concrete retaining wall's bottom is provided with buries soil concrete, concrete retaining wall's left side is provided with first stock, the right side of first stock runs through concrete retaining wall and mine side slope from a left side to the right side in proper order and extends to the inside of mine side slope, be provided with protection machanism on the concrete retaining wall. The utility model discloses a mine side slope, concrete retaining wall, buried concrete, first stock and protection machanism mutually support, have realized the effect that the protecting effect is good, can effectively block the rock that the mine high-order collapses and landslide is downhill, possess good shock resistance, and buffering effect is good, has greatly improved the security that is used for the retaining wall structure of mine side slope to administer.
Description
Technical Field
The utility model relates to a mine side slope administers technical field, specifically is a retaining wall structure for mine side slope administers.
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 under the action of gravity (including the gravity of the rock 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. Is one of common geological disasters. In recent years, the problem of mine landslide has attracted a great deal of attention. In order to better ensure the safety of mining, retaining walls are often arranged on the mine side slopes to prevent landslide.
Chinese patent publication No. CN205934961U discloses a retaining wall structure for mine slope treatment, which is mainly used in surface mine landslide treatment engineering. The structure includes: great wall form buttress mouth retaining wall, retaining wall overground part, retaining wall bury part, retaining wall buttress mouth, retaining wall bulge, concrete structure as follows: great wall form buttress mouth retaining wall sets up in side slope one side, and great wall form buttress mouth retaining wall buries the body structure of part for retaining wall overground part and retaining wall, and the retaining wall buries the part and is located above the ground, and the retaining wall buries the part and is located below the ground, and great wall form buttress mouth retaining wall top is retaining wall buttress mouth and retaining wall bulge staggered arrangement. The utility model discloses a great wall form buttress mouth retaining wall can form pleasing to the eye, easy, the reasonable fender structure of atress on the side slope, effectively prevents the inconvenient part that mine landslide and current side slope retaining wall fender structure brought. Although the retaining wall has a certain bearing and protecting effect, the protecting effect is not ideal, only slight loosening of the mine side slope can be prevented, and rocks under high-level collapse and landslide of the mine cannot be blocked, so that the retaining wall structure for treating the mine side slope is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a retaining wall structure for mine side slope is administered to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a retaining wall structure for mine side slope treatment comprises a mine side slope, a concrete retaining wall, buried concrete, a first anchor rod and a protection mechanism, wherein the concrete retaining wall is arranged on the left side of the mine side slope, the buried concrete is arranged at the bottom of the concrete retaining wall, the first anchor rod is arranged on the left side of the concrete retaining wall, the right side of the first anchor rod sequentially penetrates through the concrete retaining wall and the mine side slope from left to right and extends into the mine side slope, and the protection mechanism is arranged on the concrete retaining wall;
the protection mechanism comprises a supporting block, the supporting block is arranged at the top of the left side of the concrete retaining wall, a first fixing rod is fixedly connected to the right side of the supporting block, the right end of the first fixing rod penetrates through the concrete retaining wall and extends to the outside of the concrete retaining wall, a second fixing rod is fixedly connected to the right side of the supporting block and is positioned below the first fixing rod, the right end of the second fixing rod penetrates through the concrete retaining wall and extends to the outside of the concrete retaining wall, the right ends of the first fixing rod and the second fixing rod are fixedly connected through a protection plate, a buffer spring is sleeved at the surface of the first fixing rod and the second fixing rod and is positioned between the concrete retaining wall and the protection plate, a connecting block is fixedly connected to the right side of the protection plate, a rubber plate is fixedly connected to the right side of the connecting block, a fixing seat is fixedly connected to the bottom of the left side of the concrete retaining wall, and the, two spouts have been seted up to the right side symmetry of fixing base, fixedly connected with slide bar on the inner wall of spout, the sliding surface of slide bar is connected with the slider, the right side of slider runs through the spout and extends to its outside, damping spring has been cup jointed on the surface of slide bar, the first fixed axle of the positive right side fixedly connected with of slider, two fixed blocks are installed to the left side symmetry of supporting shoe, the front side fixedly connected with second fixed axle of fixed block is located and passes through connecting rod swing joint between the first fixed axle of homonymy and the second fixed axle, concrete retaining wall left side just is located the position fixedly connected with bellows between two fixed blocks, the left side of bellows and the right side fixed connection of fixing base, the outlet has been seted up in the left side of fixing base and the top that is located the second stock.
Preferably, the supporting block is movably connected with the concrete retaining wall.
Preferably, the first fixing rod is movably connected with the concrete retaining wall.
Preferably, the second fixing rod is movably connected with the concrete retaining wall.
Preferably, the sliding block is movably connected with the sliding groove.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses a mine side slope, concrete retaining wall, buried concrete, first stock and protection machanism mutually support, have realized the effect that the protecting effect is good, can effectively block the rock that the mine high-order collapses and landslide is downhill, possess good shock resistance, and buffering effect is good, has greatly improved the security that is used for the retaining wall structure of mine side slope to administer.
Drawings
FIG. 1 is a structural section view in elevation of the present invention;
fig. 2 is an enlarged schematic view of a in fig. 1 according to the present invention.
In the figure: 1 mine side slope, 2 concrete retaining wall, 3 buried concrete, 4 first anchor rods, 5 protection mechanisms, 501 supporting blocks, 502 first fixing rods, 503 second fixing rods, 504 protection plates, 505 buffer springs, 506 connecting blocks, 507 rubber plates, 508 fixing seats, 509 second anchor rods, 510 sliding grooves, 511 sliding grooves, 512 sliding blocks, 513 damping springs, 514 first fixing shafts, 515 fixing blocks, 516 second fixing shafts, 517 connecting rods, 518 corrugated pipes and 519 water outlets.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, a retaining wall structure for mine slope treatment includes a mine slope 1, a concrete retaining wall 2, a buried concrete 3, a first anchor rod 4 and a protection mechanism 5, wherein the concrete retaining wall 2 is disposed on the left side of the mine slope 1, the buried concrete 3 is disposed at the bottom of the concrete retaining wall 2, the first anchor rod 4 is disposed on the left side of the concrete retaining wall 2, the right side of the first anchor rod 4 sequentially penetrates through the concrete retaining wall 2 and the mine slope 1 from left to right and extends into the mine slope 1, and the protection mechanism 5 is disposed on the concrete retaining wall 2.
The protection mechanism 5 comprises a supporting block 501, the supporting block 501 is arranged at the top of the left side of the concrete retaining wall 2, the supporting block 501 is movably connected with the concrete retaining wall 2, the right side of the supporting block 501 is fixedly connected with a first fixing rod 502, the right end of the first fixing rod 502 penetrates through the concrete retaining wall 2 and extends to the outside of the concrete retaining wall, the first fixing rod 502 is movably connected with the concrete retaining wall 2, the right side of the supporting block 501 is fixedly connected with a second fixing rod 503 below the first fixing rod 502, the right end of the second fixing rod 503 penetrates through the concrete retaining wall 2 and extends to the outside of the concrete retaining wall, the second fixing rod 503 is movably connected with the concrete retaining wall 2, the right ends of the first fixing rod 502 and the second fixing rod 503 are fixedly connected through a protection plate 504, a buffer spring 505 is sleeved on the surfaces of the first fixing rod 502 and the second fixing rod 503 and is positioned between the concrete retaining wall 2 and the protection plate 504, the right side of the protection plate 504 is fixedly connected with a connecting block 506, the right side of the connecting block 506 is fixedly connected with a rubber plate 507, the bottom of the left side of the concrete retaining wall 2 is fixedly connected with a fixed seat 508, the fixed seat 508 and the concrete retaining wall 2 are fixedly connected through a second anchor rod 509, the right side of the fixed seat 508 is symmetrically provided with two sliding grooves 510, the inner wall of the sliding groove 510 is fixedly connected with a sliding rod 511, the surface of the sliding rod 511 is slidably connected with a sliding block 512, the right side of the sliding block 512 penetrates through the sliding groove 510 and extends to the outside of the sliding block, the sliding block 512 is movably connected with the sliding groove 510, the surface of the sliding rod 511 is sleeved with a damping spring 513, the right side of the front side of the sliding block 512 is fixedly connected with a first fixed shaft 514, the left side of the supporting block 501 is symmetrically provided with two fixed blocks 515, the position fixedly connected with bellows 518 that concrete retaining wall 2 left side just is located between two fixed blocks 515, the left side of bellows 518 and the right side fixed connection of fixing base 508, and the left side of fixing base 508 just is located the top of second stock 509 and has seted up outlet 519.
When the mine slope protection device is used, when rocks roll off from the mine slope 1, the rocks firstly collide with the rubber plate 507 to perform primary buffering, then the rubber plate 507 drives the first fixing rod 502, the second fixing rod 503, the supporting block 501 and the fixing block 515 to move leftwards, meanwhile, the buffer spring 505 is compressed to perform buffering, meanwhile, the fixing block 515 sequentially drives the sliding block 512 to move towards one side close to the damping spring 513 through the connecting rod 517, therefore, the damping spring 513 is compressed by the sliding block 512 to perform buffering and damping, through the steps, the rocks which collapse at a high position of a mine and slide down a landslide can be effectively blocked, and a good protection effect is achieved.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a retaining wall structure for mine side slope is administered, includes mine side slope (1), concrete retaining wall (2), buries soil concrete (3), first stock (4) and protection machanism (5), its characterized in that: a concrete retaining wall (2) is arranged on the left side of the mine side slope (1), embedded concrete (3) is arranged at the bottom of the concrete retaining wall (2), a first anchor rod (4) is arranged on the left side of the concrete retaining wall (2), the right side of the first anchor rod (4) sequentially penetrates through the concrete retaining wall (2) and the mine side slope (1) from left to right and extends into the mine side slope (1), and a protection mechanism (5) is arranged on the concrete retaining wall (2);
the protection mechanism (5) comprises a supporting block (501), the supporting block (501) is arranged at the top of the left side of the concrete retaining wall (2), a first fixing rod (502) is fixedly connected to the right side of the supporting block (501), the right end of the first fixing rod (502) penetrates through the concrete retaining wall (2) and extends to the outside of the concrete retaining wall, a second fixing rod (503) is fixedly connected to the right side of the supporting block (501) and is positioned below the first fixing rod (502), the right end of the second fixing rod (503) penetrates through the concrete retaining wall (2) and extends to the outside of the concrete retaining wall, the right ends of the first fixing rod (502) and the second fixing rod (503) are fixedly connected through a protection plate (504), and a buffer spring (505) is sleeved at the surface of the first fixing rod (502) and the second fixing rod (503) and is positioned between the concrete retaining wall (2) and the protection plate (504), the right side of the protection plate (504) is fixedly connected with a connecting block (506), the right side of the connecting block (506) is fixedly connected with a rubber plate (507), the left bottom of the concrete retaining wall (2) is fixedly connected with a fixed seat (508), the fixed seat (508) is fixedly connected with the concrete retaining wall (2) through a second anchor rod (509), the right side of the fixed seat (508) is symmetrically provided with two sliding grooves (510), the inner wall of each sliding groove (510) is fixedly connected with a sliding rod (511), the surface of each sliding rod (511) is slidably connected with a sliding block (512), the right side of each sliding block (512) penetrates through the corresponding sliding groove (510) and extends to the outside of the sliding groove, the surface of each sliding rod (511) is sleeved with a damping spring (513), the right side of the front surface of each sliding block (512) is fixedly connected with a first fixed shaft (514), and the left side of each, the front side fixedly connected with second fixed axle (516) of fixed block (515), be located through connecting rod (517) swing joint between first fixed axle (514) and the second fixed axle (516) of homonymy, concrete retaining wall (2) left side just is located position fixedly connected with bellows (518) between two fixed blocks (515), the left side of bellows (518) and the right side fixed connection of fixing base (508), outlet (519) have been seted up to the left side of fixing base (508) and the top that is located second stock (509).
2. A retaining wall structure for mine slope treatment according to claim 1, characterized in that: the supporting block (501) is movably connected with the concrete retaining wall (2).
3. A retaining wall structure for mine slope treatment according to claim 1, characterized in that: the first fixing rod (502) is movably connected with the concrete retaining wall (2).
4. A retaining wall structure for mine slope treatment according to claim 1, characterized in that: the second fixing rod (503) is movably connected with the concrete retaining wall (2).
5. A retaining wall structure for mine slope treatment according to claim 1, characterized in that: the sliding block (512) is movably connected with the sliding groove (510).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020082066.0U CN211816395U (en) | 2020-01-15 | 2020-01-15 | Retaining wall structure for mine slope treatment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020082066.0U CN211816395U (en) | 2020-01-15 | 2020-01-15 | Retaining wall structure for mine slope treatment |
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| CN211816395U true CN211816395U (en) | 2020-10-30 |
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| CN202020082066.0U Active CN211816395U (en) | 2020-01-15 | 2020-01-15 | Retaining wall structure for mine slope treatment |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681342A (en) * | 2021-01-20 | 2021-04-20 | 朱奔 | Deep foundation pit supporting structure and deep foundation pit construction method |
| CN113718806A (en) * | 2021-09-30 | 2021-11-30 | 应急管理部国家自然灾害防治研究院 | Slope toughness frame structure system capable of realizing post-earthquake self-resetting function and construction method |
| CN115387280A (en) * | 2022-10-08 | 2022-11-25 | 水利部珠江水利委员会技术咨询(广州)有限公司 | Hydraulic engineering retaining wall and construction method |
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2020
- 2020-01-15 CN CN202020082066.0U patent/CN211816395U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681342A (en) * | 2021-01-20 | 2021-04-20 | 朱奔 | Deep foundation pit supporting structure and deep foundation pit construction method |
| CN112681342B (en) * | 2021-01-20 | 2022-04-01 | 浙江裕承建设有限公司 | Deep foundation pit supporting structure and deep foundation pit construction method |
| CN113718806A (en) * | 2021-09-30 | 2021-11-30 | 应急管理部国家自然灾害防治研究院 | Slope toughness frame structure system capable of realizing post-earthquake self-resetting function and construction method |
| CN115387280A (en) * | 2022-10-08 | 2022-11-25 | 水利部珠江水利委员会技术咨询(广州)有限公司 | Hydraulic engineering retaining wall and construction method |
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