CN216342312U - Novel underground water retaining wall for filling - Google Patents
Novel underground water retaining wall for filling Download PDFInfo
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- CN216342312U CN216342312U CN202122559431.XU CN202122559431U CN216342312U CN 216342312 U CN216342312 U CN 216342312U CN 202122559431 U CN202122559431 U CN 202122559431U CN 216342312 U CN216342312 U CN 216342312U
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- horizontal
- locking
- retaining wall
- water retaining
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 82
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000007493 shaping process Methods 0.000 claims description 3
- 239000011449 brick Substances 0.000 abstract description 7
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000005065 mining Methods 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000010009 beating Methods 0.000 description 2
- 239000011464 hollow brick Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000012895 dilution Substances 0.000 description 1
- 238000010790 dilution Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000010797 grey water Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052755 nonmetal Inorganic materials 0.000 description 1
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Abstract
The utility model discloses a novel underground water retaining wall for filling, which relates to the technical field of water retaining walls and is used for solving the problems that in the prior art, the filling water retaining wall has high installation and disassembly labor intensity, the repeated utilization rate of a disassembly brick is low, certain waste is caused, and the economy is not realized. According to the technical scheme, the water retaining walls can be quickly installed and detached more conveniently, and can be reused, so that less waste is caused, and the water retaining walls are more economical.
Description
Technical Field
The utility model relates to the technical field of water retaining walls, in particular to the technical field of novel underground filling water retaining walls.
Background
In the underground production activities of metal and nonmetal mines, according to the management mode of ground pressure, the ore body stoping method is divided into an open stope mining method, a caving mining method and a filling mining method, wherein the filling mining method is that after the stope of the ore body in an approach of a stope is finished, mortar with certain concentration is used for filling the open stope in the approach, and in order to ensure the strength of a filling body, the access filling method is generally divided into three times, namely bottom beating, secondary beating and top contacting.
In the roof-contacting stage, in order to ensure strict roof-contacting, a water filter pipe is used for discharging gas and redundant slurry in an inlet path from an exhaust pipe so as to avoid the situations that water and slurry overflow suddenly to cause pollution to a stope road surface to influence production, and filling slurry or grey water is mixed into ore to cause loss and dilution of the ore, and the like, so that a filling water retaining wall is required to be installed in the roof-contacting stage.
The traditional filling water retaining wall is built by hollow bricks, and the filling water retaining wall built by the hollow bricks has the problems of high labor intensity of installation and disassembly, low repeated utilization rate of the disassembled bricks, certain waste and low cost in economy. In order to solve the technical problem, a novel underground water retaining wall for filling is particularly provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to: in order to solve the problems that the filling water retaining wall in the prior art is high in installation and disassembly labor intensity, low in repeated utilization rate of disassembly bricks, and low in waste and cost-saving, the utility model provides the novel underground filling water retaining wall.
The utility model specifically adopts the following technical scheme for realizing the purpose:
the utility model provides a novel in pit fill and use breakwater, includes the breakwater main part, the breakwater main part includes vertical breakwater and horizontal breakwater that mutual shaping is as an organic whole, open one side of horizontal breakwater has horizontal draw-in groove, and opposite side integrated into one piece has horizontal card stupefied, open one side of vertical breakwater has vertical draw-in groove, and opposite side integrated into one piece has vertical card stupefied, install vertical locking mechanism on the vertical breakwater, horizontal locking mechanism is installed to the top surface of horizontal breakwater.
The preferable structure of the vertical locking mechanism is as follows: the vertical locking mechanism comprises an inner locking assembly and an outer locking assembly, the inner locking assembly is arranged on the inner surface of the locking plate, and the outer locking assembly is arranged on the outer surface of the locking plate.
Preferably, the inner locking assembly comprises a plurality of inner locking plates arranged on the inner side surface of the vertical water retaining wall, a plurality of inner locking holes are formed in the inner locking plates, the inner locking plates are connected through inner screw rods penetrating through the inner locking holes, and inner nuts positioned on two sides of the inner locking plates are arranged on the inner screw rods.
Preferably, the outer locking assembly comprises a plurality of outer locking plates arranged on the outer side surface of the vertical water retaining wall, a plurality of outer locking holes are formed in the outer locking plates, the outer locking plates are connected through outer screw rods penetrating through the outer locking holes, and outer nuts positioned on two sides of the outer locking plates are arranged on the outer screw rods.
The preferable structure of the horizontal locking mechanism is as follows: the horizontal locking mechanism comprises a plurality of horizontal locking plates arranged on the top surface of the horizontal water retaining wall, a plurality of horizontal locking holes are formed in the horizontal locking plates, the horizontal locking plates are connected through horizontal screws penetrating through the horizontal locking holes, and horizontal nuts located on two sides of the horizontal locking plates are arranged on the horizontal screws.
Preferably, a connecting plate is installed on the outer side face of the vertical water retaining wall, and a hanging ring is installed on the connecting plate.
Preferably, a support piece is connected between the horizontal water retaining wall and the vertical water retaining wall.
Preferably, the number of the supporting pieces is at least two, and the supporting pieces are reinforcing steel bars.
The utility model has the following beneficial effects:
(1) according to the water retaining wall, the horizontal clamping grooves and the horizontal clamping ridges on the horizontal water retaining walls are clamped with each other, the vertical clamping grooves and the vertical clamping ridges are clamped with each other, the water retaining walls can be rapidly installed and are more convenient to disassemble, all components of the water retaining wall main body are made of steel, compared with a traditional brick filling water retaining wall, the water retaining wall can be repeatedly used, filling cost is saved, even if the water retaining wall cannot be used due to deformation, the steel is also a recyclable material, and the water retaining wall is more reasonable in economy and more environment-friendly.
(2) When the plurality of water retaining wall main bodies are connected, the inner screw rods sequentially penetrate through the inner locking holes in the plurality of water retaining wall main bodies, the inner nuts are rotated, the outer screw rods sequentially penetrate through the outer locking holes in the plurality of water retaining wall main bodies, the outer nuts are rotated, the horizontal screw rods sequentially penetrate through the horizontal locking holes in the plurality of water retaining wall main bodies, and the horizontal nuts are rotated to enable the plurality of water retaining wall main bodies to be connected more stably.
(3) When the water retaining wall main body is carried, the hanging ring can be lifted, so that the water retaining wall main body can be carried more easily.
(4) The number of the supporting pieces is at least two, the supporting pieces are steel bars, and the horizontal water retaining wall and the vertical water retaining wall are supported by the steel bars, so that the whole water retaining wall main body is further more stable.
(5) The traditional brick-built water retaining wall needs to be built layer by using common firing bricks, the operation time is long, the labor intensity of workers is high, the disassembly is very inconvenient, the loss is high, and meanwhile, in order to ensure the building intensity, the construction needs to be carried out in advance, so that the production influence is large; the novel water retaining wall main body for filling only needs to be assembled quickly according to the access width, so that the labor intensity is greatly reduced.
(6) According to the novel filling water retaining wall for the pump, a waterproof layer is not built at the bottom of the traditional brick water retaining wall, overflow mortar and water can seep out from the bottom of the water retaining wall, so that the safety civilized production of a stope is not facilitated, the novel filling water retaining wall for the pump is L-shaped, the horizontal water retaining wall close to the ground can play a role in seepage prevention and leakage prevention, the overflow mortar and water are better collected, and the safety production in the stope can be better ensured when the overflow mortar and water are more.
Drawings
FIG. 1 is a schematic side view of the present invention;
FIG. 2 is a schematic cross-sectional view taken at A-A of FIG. 1 according to the present invention;
FIG. 3 is a schematic cross-sectional view taken at B-B of FIG. 1 according to the present invention;
FIG. 4 is a schematic top view of the two main bodies of the retaining wall of the present invention;
FIG. 5 is a schematic view of the front cross-sectional structure of the water dam of the present invention when two main bodies are connected;
reference numerals: the horizontal water retaining wall comprises a horizontal water retaining wall body 1, a horizontal clamping ridge body 101, a horizontal clamping groove body 102, a supporting piece 2, a horizontal locking plate 3, a horizontal locking hole 31, an inner locking plate 4, an inner locking hole 41, a vertical water retaining wall body 5, a vertical clamping groove body 51, a vertical clamping ridge body 52, a connecting plate 6, a lifting ring 7, an outer locking plate 8, an outer locking hole 81, a horizontal screw rod 9, a horizontal nut 10, an outer screw rod 11, an outer screw rod 12, an inner screw rod 13 and an inner screw nut 14.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Example 1
As shown in fig. 1-3, this embodiment provides a novel in pit water wall for filling, including the water wall main part, the water wall main part includes vertical water wall 5 and horizontal water wall 1 as an organic whole of shaping each other, and open one side of horizontal water wall 1 has horizontal draw-in groove 102, and opposite side integrated into one piece has horizontal card stupefied 101, and open one side of vertical water wall 5 has vertical draw-in groove 51, and opposite side integrated into one piece has vertical card stupefied 52, installs vertical locking mechanism on the vertical water wall 5, and horizontal locking mechanism is installed to the top surface of horizontal water wall 1.
Preferably, the outer side surface of the vertical retaining wall 5 is provided with a connecting plate 6, and the connecting plate 6 is provided with a hanging ring 7, so that the retaining wall main body can be carried more easily.
Preferably, still be connected with support piece 2 between horizontal breakwater 1 and vertical breakwater 5, support piece 2's quantity is two at least, and support piece 2 is the reinforcing bar, supports horizontal breakwater 1 and vertical breakwater 5 through the reinforcing bar, can make whole breakwater main part further more stable, makes breakwater main part non-deformable empty, guarantees the safety during the operation of entering a way and filling in the pit.
The working principle is as follows: the horizontal water retaining wall 1 of the L-shaped water retaining wall main body can play a role in blocking overflow mortar and water from contacting with the pavement of a stope, so that the pavement in the stope is further protected; according to filling the access width, can get up through the stupefied 101 mutual joint of horizontal draw-in groove 102 and horizontal card on a plurality of horizontal breakwaters 1, vertical draw-in groove 51 gets up with the stupefied mutual joint of vertical card, can be quick install a plurality of breakwaters, it is also more convenient during the dismantlement, a plurality of breakwaters main parts are linked together to rethread vertical locking mechanism and horizontal locking mechanism, connect firmly in order to ensure the breakwater main part, it is closely knit, still can use cement mortar to further repair closely knit to the joint line, can be connected a plurality of breakwater main parts more stably like this, and all components of this breakwater main part are steel and make, contrast traditional brick and build and fill the breakwater, repeatedly usable, filling cost has been practiced thrift, even finally lead to unable use because of warping, steel also is recoverable material, it is more reasonable in the economy, it is more environmental protection.
Example 2
As shown in fig. 1 to 5, on the basis of the above embodiment 1, the present embodiment provides a preferable structure of the vertical locking mechanism and the horizontal locking mechanism, which is: vertical locking mechanism includes interior locking Assembly and outer locking Assembly, the internal surface at the locking plate is installed to interior locking Assembly, the surface at the locking plate is installed to outer locking Assembly, interior locking Assembly is including installing a plurality of interior locking plates 4 on vertical breakwater 5 medial surface, all open a plurality of interior locking holes 41 on a plurality of interior locking plates 4, connect through the interior screw 13 that passes interior locking hole 41 between a plurality of interior locking plates 4, install the interior nut 14 that is located interior locking plate 4 both sides on interior screw 13, outer locking Assembly is including installing a plurality of outer locking plates 8 on vertical breakwater 5 lateral surface, all open a plurality of outer locking holes 81 on a plurality of outer locking plates 8, connect through the outer screw 11 that passes outer locking hole 81 between a plurality of outer locking plates 8, install the outer nut 12 that is located outer locking plate 8 both sides on outer screw 11.
The preferable structure of the horizontal locking mechanism is as follows: horizontal locking mechanism is including installing a plurality of horizontal locking plates 3 at 1 top surface of horizontal breakwater, has all opened a plurality of horizontal locking holes 31 on a plurality of horizontal locking plates 3, connects through the horizontal screw 9 that passes horizontal locking hole 31 between a plurality of horizontal locking plates 3, installs the horizontal nut 10 that is located 3 both sides of horizontal locking plate on the horizontal screw 9.
In this embodiment: when a plurality of water retaining wall bodies are required to be connected, the water retaining wall bodies are sequentially clamped together in the mode of embodiment 1, then the inner screw 13 sequentially penetrates through the inner locking holes 41 in the water retaining wall bodies, the inner nut 14 is rotated, the outer screw 11 sequentially penetrates through the outer locking holes 81 in the water retaining wall bodies, the outer nut 12 is rotated, the horizontal screw 9 sequentially penetrates through the horizontal locking holes 31 in the water retaining wall bodies, and the horizontal nut 10 is rotated to enable the water retaining wall bodies to be connected more stably.
Claims (8)
1. The utility model provides a novel in pit fill and use waterwall which characterized in that: including the breakwater main part, the breakwater main part includes vertical breakwater (5) and horizontal breakwater (1) as an organic whole of mutual shaping, open one side of horizontal breakwater (1) has horizontal draw-in groove (102), and opposite side integrated into one piece has level card stupefied (101), open one side of vertical breakwater (5) has vertical draw-in groove (51), and opposite side integrated into one piece has vertical card stupefied (52), install vertical locking mechanism on vertical breakwater (5), horizontal locking mechanism is installed to the top surface of horizontal breakwater (1).
2. The novel water retaining wall for underground filling of claim 1, wherein: the vertical locking mechanism comprises an inner locking assembly and an outer locking assembly, the inner locking assembly is arranged on the inner surface of the locking plate, and the outer locking assembly is arranged on the outer surface of the locking plate.
3. The new type of water retaining wall for underground filling of claim 2, wherein: interior locking subassembly is including installing a plurality of interior locking plate (4) on vertical waterwall (5) medial surface, and is a plurality of all opened a plurality of interior locking hole (41) on interior locking plate (4), and is a plurality of interior locking plate (4) are connected through interior screw (13) that pass interior locking hole (41) within a definite time, install interior nut (14) that are located interior locking plate (4) both sides on interior screw (13).
4. The new type of water retaining wall for underground filling of claim 2, wherein: outer locking subassembly is including installing a plurality of outer locking plate (8) on vertical breakwater (5) lateral surface, and is a plurality of all opened a plurality of outer locking hole (81) on outer locking plate (8), and is a plurality of connect through outer screw rod (11) that pass outer locking hole (81) between outer locking plate (8), install outer nut (12) that are located outer locking plate (8) both sides on outer screw rod (11).
5. The novel water retaining wall for underground filling of claim 1, wherein: horizontal locking mechanism is including installing a plurality of horizontal locking plates (3) at horizontal breakwater (1) top surface, and is a plurality of all opened a plurality of horizontal locking hole (31) on horizontal locking plate (3), it is a plurality of connect through horizontal screw rod (9) that pass horizontal locking hole (31) between horizontal locking plate (3), install horizontal nut (10) that are located horizontal locking plate (3) both sides on horizontal screw rod (9).
6. The novel water retaining wall for underground filling of claim 1, wherein: the outer side face of the vertical water retaining wall (5) is provided with a connecting plate (6), and the connecting plate (6) is provided with a lifting ring (7).
7. The new type of water-retaining wall for underground filling as claimed in any one of claims 1 to 6, wherein: and a support piece (2) is also connected between the horizontal water retaining wall (1) and the vertical water retaining wall (5).
8. The new type of water retaining wall for underground filling of claim 7, wherein: the number of the supporting pieces (2) is at least two, and the supporting pieces (2) are steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122559431.XU CN216342312U (en) | 2021-10-22 | 2021-10-22 | Novel underground water retaining wall for filling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122559431.XU CN216342312U (en) | 2021-10-22 | 2021-10-22 | Novel underground water retaining wall for filling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216342312U true CN216342312U (en) | 2022-04-19 |
Family
ID=81181096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122559431.XU Active CN216342312U (en) | 2021-10-22 | 2021-10-22 | Novel underground water retaining wall for filling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216342312U (en) |
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2021
- 2021-10-22 CN CN202122559431.XU patent/CN216342312U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240227 Address after: 737100 No. 2 Lanzhou Road, Beijing Road Street, Jinchuan District, Jinchang City, Gansu Province Patentee after: Jinchuan Group Nickel Cobalt Co.,Ltd. Country or region after: China Address before: 737104 No. 98, Jinchuan Road, Jinchuan District, Jinchang City, Gansu Province Patentee before: JINCHUAN GROUP Co.,Ltd. Country or region before: China |