CN218813780U - Slope protection structure for mine geological environment treatment - Google Patents

Slope protection structure for mine geological environment treatment Download PDF

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Publication number
CN218813780U
CN218813780U CN202222552643.XU CN202222552643U CN218813780U CN 218813780 U CN218813780 U CN 218813780U CN 202222552643 U CN202222552643 U CN 202222552643U CN 218813780 U CN218813780 U CN 218813780U
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China
Prior art keywords
prefabricated component
protection structure
slope protection
geological environment
prefabricated
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CN202222552643.XU
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Chinese (zh)
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金世辉
东方雪莹
许威
赵彤
张学明
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China Third Metallurgical Group Co Ltd
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China Third Metallurgical Group Co Ltd
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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Abstract

The utility model discloses a slope protection structure is used in mine geological environment improvement, including the floorbar, erect the roof beam, prefabricated component and crossbeam, a plurality of perpendicular roof beams are the top of installing at the floorbar perpendicularly, the prefabricated component embedding is installed between adjacent perpendicular roof beam, the crossbeam is horizontal installation between adjacent perpendicular roof beam, it includes outer frame to erect the roof beam, the inner truss with pour the layer, a plurality of inner trusses are the inside wall of horizontal welding at outer frame, it lies in between outer frame and the inner truss to pour the layer, the top of prefabricated component is equipped with the spacing groove, one side of spacing groove is equipped with the stopper, this kind of slope protection structure is used in mine geological environment improvement adopts "X" shape prefabricated component collocation strengthening beam of little volume to protect the massif, the prefabricated component adopts heap mounting means, can be according to position around the massif top layer is adjusted, make each position all can press close to the massif surface, can be better carry out soil protection to the massif surface, and the prefabricated component of little volume can reduce the transportation and install the degree of difficulty.

Description

Slope protection structure for mine geological environment treatment
Technical Field
The utility model relates to a mine environment administers the field, specifically is a slope protection structure is used in mine geological environment administers.
Background
Mineral products are used as a natural substance resource and have a quite important role in the human society, the development and the utilization of the mineral resources promote the generation and the development of the human society, but large-area damage to mountain bodies, land, forests and vegetation is caused by mining, animals and plants die greatly, and the ecology around a mine is seriously damaged, so that after the mining of the mineral resources is finished, the geological environment of the mine needs to be treated, mountain body landslide is avoided, vegetation can be recovered from exposed mountain bodies as soon as possible, a plurality of mine restoration tools are provided, wherein a slope protection structure is applied mostly, and the slope protection structure has the functions of reinforcing the mine mountain bodies, avoiding soil loss and recovering the vegetation as soon as possible.
When the mine is restoreed, to the great hillside of gradient, the degree of difficulty is also great during the reinforcement, because mine mountain surface layer unevenness, need handle the mine surface during the installation of the great slope protection structure of consequently volume, make its surface become level and smooth in order to adapt to slope protection structure, consequently, the installation degree of difficulty improves greatly, after slope protection structure installation finishes, mine upper soil can down the landing, pile up between slope protection structure, consequently, slope protection structure upper strata atress is great, the phenomenon of empting appears easily, influence overall structure stability, to above current situation, need develop the slope protection structure for mine geological environment improvement of one kind urgently, in order to overcome not enough in the current practical application, satisfy current demand.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a slope protection structure is used in mine geological environment improvement 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:
the utility model provides a slope protection structure for mine geological environment improvement, including the floorbar, erect the roof beam, prefabricated component and crossbeam, a plurality of perpendicular roof beams are the top of installing at the floorbar perpendicularly, the prefabricated component embedding is installed between adjacent perpendicular roof beam, the crossbeam is horizontal installation between adjacent perpendicular roof beam, it includes outer frame to erect the roof beam, interior truss and pour the layer, a plurality of interior trusses are the inside wall of horizontal welding in outer frame, it lies in between outer frame and the interior truss to pour the layer, the top of prefabricated component is equipped with the spacing groove, one side of spacing groove is equipped with the stopper, and stopper and prefabricated component integrated into one piece, the bottom of prefabricated component is equipped with the draw-in groove, one side of draw-in groove is equipped with the fixture block, and fixture block and prefabricated component integrated into one piece.
As a further aspect of the present invention: the prefabricated part is in an X shape.
As a further aspect of the present invention: the pouring layer is poured by adopting steel bars and concrete as raw materials.
As a further aspect of the present invention: the stopper is located the outside of draw-in groove, and the fixture block is located the inboard of draw-in groove, and stopper and draw-in groove phase-match, fixture block and spacing groove phase-match.
As a further aspect of the present invention: a plurality of prefabricated parts are stacked between two adjacent vertical beams, and the clamping blocks and the clamping grooves at the bottom end of the upper-layer prefabricated part are matched with the limiting blocks and the limiting grooves at the top end of the lower-layer prefabricated part.
As a further aspect of the present invention: the prefabricated part is tightly attached to the surface layer of the mine mountain body, and the cross beam is positioned on the outer side of the prefabricated part.
Has the advantages that: this kind of slope protection structure is used in mine geological environment improvement adopts the "X" shape prefabricated component collocation stiffening beam of small volume to protect the mountain body, the prefabricated component adopts the heap mounting means, can adjust the front and back position according to the mountain body top layer, make each position all can press close to the mountain body surface, can be better carry out soil protection to the mountain body surface, and little volume prefabricated component can reduce the transportation and the installation degree of difficulty, after the prefabricated component piles up the installation, there is the fretwork region in the centre, when the mine upper soil landing, can be blockked by "X" shape prefabricated component, make soil stop at the cross position of prefabricated component, when too much soil slips, the soil that surpasss the bearing range then can continue to slide down to lower floor prefabricated component, along with the lapse of time, soil can pile up between mountain body and prefabricated component, and the prefabricated component can maintain soil stability simultaneously, can also let the open region grow vegetation, and because the particularity of prefabricated component structure, when partial prefabricated component damages or collapses, can pile up once more, avoid collapsing, avoid taking place the large scale and not influencing overall structure stability after the part damages, need not replace the structural stability.
To sum up, the utility model discloses.
Drawings
Fig. 1 is a schematic front structural view of the present invention.
Fig. 2 is a schematic view of the back structure of the present invention.
Fig. 3 is an internal cross-sectional view of the present invention.
In the figure: 1. a bottom beam; 2. erecting a beam; 21. an outer frame; 22. an inner truss; 23. pouring a layer; 3. prefabricating a component; 31. a limiting groove; 32. a limiting block; 33. a card slot; 34. a clamping block; 4. a cross member.
Detailed Description
To make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the attached drawings in the embodiments of the present invention are combined to clearly and completely describe the technical solution in the embodiments of the present invention, and obviously, the described embodiments are part of the embodiments of the present invention, rather than all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
Examples
Please refer to fig. 1 ~ 3, the embodiment of the utility model provides an in, a slope protection structure is used in mine geological environment improvement, including floorbar 1, erect roof beam 2, prefabricated component 3 and crossbeam 4, a plurality of root are erected roof beam 2 and are the top of installing perpendicularly at floorbar 1, prefabricated component 3 embedding is installed between adjacent perpendicular roof beam 2, crossbeam 4 is horizontal installation between adjacent perpendicular roof beam 2, erect roof beam 2 and include outer frame 21, inner truss 22 and pour layer 23, a plurality of inner trusses 22 are the inside wall of horizontal welding at outer frame 21, it is located between outer frame 21 and inner truss 22 to pour layer 23, the top of prefabricated component 3 is equipped with spacing groove 31, one side of spacing groove 31 is equipped with stopper 32, and stopper 32 and prefabricated component 3 integrated into one piece, the bottom of prefabricated component 3 is equipped with draw-in groove 33, one side of draw-in groove 33 is equipped with fixture block 34, and fixture block 34 and prefabricated component 3 integrated into one piece.
As a further aspect of the present invention: the prefabricated part 3 is in the shape of an "X".
As a further aspect of the present invention: the pouring layer 23 is poured by adopting steel bars and concrete as raw materials.
As a further aspect of the present invention: the limiting block 32 is located on the outer side of the clamping groove 33, the clamping block 34 is located on the inner side of the clamping groove 33, the limiting block 32 is matched with the clamping groove 33, and the clamping block 34 is matched with the limiting groove 31.
As a further aspect of the present invention: a plurality of prefabricated parts 3 are stacked between two adjacent vertical beams 2, and a clamping block 34 and a clamping groove 33 at the bottom end of the upper-layer prefabricated part 3 are matched with a limiting block 32 and a limiting groove 31 at the top end of the lower-layer prefabricated part 3.
As a further aspect of the present invention: the prefabricated part 3 is tightly attached to the surface layer of the mine mountain body, and the cross beam 4 is positioned on the outer side of the prefabricated part 3.
The utility model discloses a theory of operation is: when the slope protection structure for mine geological environment management is used, firstly, the bottom beam 1 is laid along the mine mountain foot, then the outer frame 21 of the vertical beam 2 is erected above the bottom beam 1, the bottom end of the outer frame 21 is fixed with the bottom beam 1, the side face of the outer frame 21 is fixed with the mine mountain body, then the prefabricated components 3 are stacked between the adjacent vertical beams 2 from bottom to top, finally, a pouring layer 23 formed by reinforcing steel bars and concrete is poured between the outer frame 21 and the inner truss 22, the cross beam 4 is transversely arranged on the outer side of the prefabricated components 3 in the pouring process, two ends of the cross beam 4 are also poured into the pouring layer 23, and the installation of the whole slope protection structure is realized as above, wherein in the stacking process of the prefabricated components 3, the clamping grooves 33 and the clamping blocks 34 at the bottom of the upper-layer prefabricated component 3 are matched with the limiting grooves 31 and the limiting blocks 32 at the top of the lower-layer prefabricated components 3, and each layer of the prefabricated components 3 is distributed in a staggered mode.
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 (6)

1. The utility model provides a slope protection structure is used in mine geological environment improvement which characterized in that: including floorbar (1), perpendicular roof beam (2), prefabricated component (3) and crossbeam (4), a plurality of perpendicular roof beams (2) are the top of installing perpendicularly at floorbar (1), prefabricated component (3) embedding is installed between adjacent perpendicular roof beam (2), crossbeam (4) are horizontal installation between adjacent perpendicular roof beam (2), erect roof beam (2) including outer frame (21), inner truss (22) and pour layer (23), a plurality of inner truss (22) are the inside wall of horizontal welding outer frame (21), it is located between outer frame (21) and inner truss (22) to pour layer (23), the top of prefabricated component (3) is equipped with spacing groove (31), one side of spacing groove (31) is equipped with stopper (32), just stopper (32) and prefabricated component (3) integrated into one piece, the bottom of prefabricated component (3) is equipped with draw-in groove (33), one side of draw-in groove (33) is equipped with fixture block (34), just fixture block (34) and prefabricated component (3) integrated into one piece.
2. The slope protection structure for mine geological environment treatment according to claim 1, characterized in that: the prefabricated part (3) is in an X shape.
3. The slope protection structure for mine geological environment treatment according to claim 1, characterized in that: the pouring layer (23) is poured by adopting steel bars and concrete as raw materials.
4. The slope protection structure for mine geological environment treatment according to claim 1, characterized in that: the limiting block (32) is located on the outer side of the clamping groove (33), the clamping block (34) is located on the inner side of the clamping groove (33), the limiting block (32) is matched with the clamping groove (33), and the clamping block (34) is matched with the limiting groove (31).
5. The slope protection structure for mine geological environment treatment according to claim 1, characterized in that: a plurality of prefabricated parts (3) are stacked between two adjacent vertical beams (2), and a clamping block (34) and a clamping groove (33) at the bottom end of the prefabricated part (3) on the upper layer are matched with a limiting block (32) and a limiting groove (31) at the top end of the prefabricated part (3) on the lower layer.
6. The slope protection structure for mine geological environment treatment according to claim 1, characterized in that: the prefabricated part (3) is tightly attached to the surface layer of a mine mountain body, and the cross beam (4) is located on the outer side of the prefabricated part (3).
CN202222552643.XU 2022-09-26 2022-09-26 Slope protection structure for mine geological environment treatment Active CN218813780U (en)

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Application Number Priority Date Filing Date Title
CN202222552643.XU CN218813780U (en) 2022-09-26 2022-09-26 Slope protection structure for mine geological environment treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222552643.XU CN218813780U (en) 2022-09-26 2022-09-26 Slope protection structure for mine geological environment treatment

Publications (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115613597A (en) * 2022-09-26 2023-01-17 中国三冶集团有限公司 Slope protection structure for mine geological environment treatment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115613597A (en) * 2022-09-26 2023-01-17 中国三冶集团有限公司 Slope protection structure for mine geological environment treatment

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