CN208578063U - A kind of retaining wall structure administered for mine slope - Google Patents
A kind of retaining wall structure administered for mine slope Download PDFInfo
- Publication number
- CN208578063U CN208578063U CN201820693558.6U CN201820693558U CN208578063U CN 208578063 U CN208578063 U CN 208578063U CN 201820693558 U CN201820693558 U CN 201820693558U CN 208578063 U CN208578063 U CN 208578063U
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- fixedly connected
- retaining wall
- wall structure
- fixing layer
- air
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Abstract
The utility model relates to retaining wall technology fields, more particularly to a kind of retaining wall structure administered for mine slope, including ground and massif, air-free concrete pedestal is fixedly connected at the top of the ground, the side of the air-free concrete pedestal is fixedly connected with brick wall body, the bottom of the brick wall body and air-free concrete pedestal is fixedly connected to buried fixing layer, and the inside on buried fixing layer grafting ground, and the inside of the buried fixing layer is fixedly connected with the second fixed steel bars.This is used for the retaining wall structure that mine slope is administered, the bearing capacity of entire retaining wall is increased by the buried fixing layer of air-free concrete pedestal and brick wall body bottom, it can reduce destruction of the fall of rocks to retaining wall by the certain buffer stopper of protecting wall, by reinforcing strut, socket and the cooperation for reinforcing steelframe, reinforce the protective of protecting wall side, keep entire retaining wall structure compact, good buffer effect, to achieve the purpose that protection effect is good.
Description
Technical field
The utility model relates to retaining wall technology field, specially a kind of retaining wall structure administered for mine slope.
Background technique
Landslide refers to that certain a part of ground on massif slope is (dynamic including ground gravity itself and underground water in gravity
Static pressure) under effect, generate shear displacemant along certain weak structural face and integrally to the effect moved below slope and
Phenomenon.It is commonly called as " walking mountain ", " collapse mountain ", " sliding ", " solifluction " etc..It is one of common geological disaster.Since in recent years, mine landslide
Problem causes always the highest attention of people.In order to better assure the safety of mining, mostly used now in mine
Side slope setting retaining wall in mountain prevents from coming down.
In existing slope earth-retaining wall retaining structure, single facade form is mostly used, simple row is only set at slope foot
Ditch, influences vehicle and personnel are current, and structure footprint performance firm greatly is poor.
China Patent Publication No. is that CN205934961U discloses a kind of retaining wall structure administered for mine slope, main
It is used for surface mine landslide control engineering.The structure includes: great-wall shaped crenel retaining wall, retaining wall aerial part, retaining wall
Inlet part, retaining wall crenel, retaining wall protrude part, and specific structure is as follows: great-wall shaped crenel retaining wall is set to side slope one
Side, great-wall shaped crenel retaining wall are the integral structure of retaining wall aerial part and retaining wall inlet part, retaining wall inlet part
More than ground, retaining wall inlet part locates below ground level, and is retaining wall crenel and gear at the top of great-wall shaped crenel retaining wall
Cob wall protrudes part interlaced arrangement.The utility model uses great-wall shaped crenel retaining wall, can be formed in side slope beautiful, easy
The retaining structure of row, reasonable stress effectively prevent mine landslide and existing slope earth-retaining wall retaining structure bring inconvenient
Place.
Although having certain load-bearing protection effect, it can only prevent slight mine slope from loosening, mine cannot be stopped
A mountain high position collapses and comes down the rock slided, and we have proposed a kind of retaining wall structures administered for mine slope thus.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of retaining wall structure administered for mine slope,
Solve the problems, such as that protection effect is poor.
(2) technical solution
To realize the good purpose of above-mentioned protection effect, the utility model provides the following technical solutions: one kind is for mine side
The retaining wall structure that slope is administered, including ground and massif are fixedly connected with air-free concrete pedestal at the top of the ground, described
The side of air-free concrete pedestal is fixedly connected with brick wall body, and the bottom of the brick wall body and air-free concrete pedestal is solid
Surely it is connected with buried fixing layer, and the inside on buried fixing layer grafting ground, the inside of the buried fixing layer is fixedly connected with
Two fixed steel bars, and the inside grafting of the bottom of the second fixed steel bars and ground, the side of the brick wall body are fixedly connected with
Protecting wall, the side of the protecting wall are fixedly connected with buffer stopper, and the side of the protecting wall is fixedly connected with reinforcing strut, institute
The side for stating reinforcing strut is fixedly connected with socket, and the bottom of the socket is fixedly connected with reinforcing steelframe, and reinforces steelframe
The inside of bottom grafting massif, the bottom of the protecting wall side are fixedly connected with the first fixed steel bars, and the first fixed steel bars
One end grafting massif inside, be fixedly connected with rubble pervious bed at the top of the air-free concrete pedestal, the rubble is saturating
The side of water layer is fixedly connected with aqueduct, and the strong layer of pervious concrete, institute are fixedly connected at the top of the rubble pervious bed
It states and is fixedly connected to cement mortar top plate at the top of the strong layer of pervious concrete and brick wall body, the cement mortar top plate
Top is fixedly connected with connecting plate, and the side at the top of the connecting plate is threaded with strut by threaded rod, the strut
Side is fixedly connected with billboard, and is fixedly connected at the top of the bottom of billboard and connecting plate.
Preferably, the buffer stopper is located at the top for reinforcing strut, and buffer stopper is rubber spacer.
Preferably, the side of the strong layer of the pervious concrete offers bevel edge slot, and the bottom of the bevel edge slot is fixed to be connected
It is connected to plantation layer.
Preferably, the porosity of the rubble pervious bed be 20 percent 30 percent between.
Preferably, the side on the ground offers rhone, and rhone is located at the lower section of aqueduct.
Preferably, the side of the billboard is fixedly connected with steel wire, and advertisement is connected on the outside of steel wire
The page.
Preferably, the quantity of second fixed steel bars is four, and the second fixed steel bars of every two are one group with buried
The center line of fixing layer is the inside that axle center is symmetrically distributed in buried fixing layer.
(3) beneficial effect
The utility model provides a kind of retaining wall structure administered for mine slope.Have it is following the utility model has the advantages that
(1), the retaining wall structure for being used for mine slope improvement, passes through air-free concrete pedestal and brick wall body bottom
Buried fixing layer increases the bearing capacity of entire retaining wall, can reduce fall of rocks to earth-retaining by the certain buffer stopper of protecting wall
The destruction of wall reinforces the protective of protecting wall side, makes entire earth-retaining by reinforcing strut, socket and the cooperation for reinforcing steelframe
Wall construction is compact, good buffer effect, to achieve the purpose that protection effect is good.
(2), the retaining wall structure for being used for mine slope improvement, the bevel edge opened up by the strong layer side of pervious concrete
Slot facilitates plantation layer that can plant green plant, enhances aesthetics, water is poured into rhone by aqueduct, ponding is facilitated to circulate, and leads to
Crossing billboard and not only acting as the effect of beautification wall can also act to collect advertising expenditure, reduce cost, this is used for mine side
The retaining wall structure structure that slope is administered is simple, easy to use, good practical effect.
Detailed description of the invention
Fig. 1 is the utility model structural profile illustration；
Fig. 2 is enlarged diagram at the A of the utility model structure chart 1.
In figure: 1 ground, 2 massifs, 3 air-free concrete pedestals, 4 brick wall bodies, 5 protecting walls, 6 buffer stoppers, 7 reinforce struts,
8 sockets, 9 reinforcing steelframes, 10 first fixed steel bars, 11 rubble pervious beds, 12 aqueducts, 13 rhones, 14 pervious concretes are strong
Gu layer, 15 bevel edge slots, 16 kinds of plant layers, 17 cement mortar top plates, 18 connecting plates, 19 threaded rods, 20 struts, 21 billboards, 22
Two fixed steel bars, 23 buried fixing layers.
Specific embodiment
As shown in Figs. 1-2, the utility model provides a kind of technical solution: a kind of retaining wall knot administered for mine slope
Structure, including ground 1 and massif 2, the top on ground 1 are fixedly connected with air-free concrete pedestal 3, and the one of air-free concrete pedestal 3
Side is fixedly connected with brick wall body 4, and the bottom of brick wall body 4 and air-free concrete pedestal 3 is fixedly connected to buried fixing layer
23, and the inside on 23 grafting ground 1 of buried fixing layer, the inside of buried fixing layer 23 are fixedly connected with the second fixed steel bars 22, and
The inside grafting of the bottom and ground 1 of second fixed steel bars 22, the quantity of the second fixed steel bars 22 is four, and every two second
Fixed steel bars 22 are one group of inside that buried fixing layer 23 is symmetrically distributed in by axle center of the center line of buried fixing layer 23, brick
The side of wall 4 is fixedly connected with protecting wall 5, and the side of protecting wall 5 is fixedly connected with buffer stopper 6, and buffer stopper 6, which is located at, reinforces branch
The top of bar 7, and buffer stopper 6 is rubber spacer, the side of protecting wall 5, which is fixedly connected with, reinforces strut 7, reinforces the one of strut 7
Side is fixedly connected with socket 8, and the bottom of socket 8, which is fixedly connected with, reinforces steelframe 9, and reinforce the bottom grafting massif 2 of steelframe 9
Inside, the bottom of 5 side of protecting wall are fixedly connected with the first fixed steel bars 10, and one end grafting massif of the first fixed steel bars 10
2 inside increases the load-bearing of entire retaining wall by the buried fixing layer 23 of 4 bottom of air-free concrete pedestal 3 and brick wall body
Power can reduce destruction of the fall of rocks to retaining wall by the certain buffer stopper 6 of protecting wall 5, by reinforcing strut 7, socket 8
With the cooperation for reinforcing steelframe 9, reinforces the protective of 5 side of protecting wall, keep entire retaining wall structure compact, good buffer effect, from
And achieving the purpose that protection effect is good, the top of air-free concrete pedestal 3 is fixedly connected with rubble pervious bed 11, rubble pervious bed
11 porosity is between 30 the percent of 20 percent, and the side of rubble pervious bed 11 is fixedly connected with aqueduct 12,
The side on ground 1 offers rhone 13, and rhone 13 is located at the lower section of aqueduct 12, and the top of rubble pervious bed 11 is fixed
It is connected with the strong layer 14 of pervious concrete, the side of the strong layer 14 of pervious concrete offers bevel edge slot 15, the bottom of bevel edge slot 15
Portion, which is fixedly connected with, plants layer 16, and the top of the strong layer 14 of pervious concrete and brick wall body 4 is fixedly connected to cement mortar
Top plate 17, the top of cement mortar top plate 17 are fixedly connected with connecting plate 18, and the side at 18 top of connecting plate passes through threaded rod 19
It is threaded with strut 20, the side of strut 20 is fixedly connected with billboard 21, and the side of billboard 21 is fixedly connected with steel wire
Net, and advertisement page is connected on the outside of steel wire, and the bottom of billboard 21 is fixedly connected with the top of connecting plate 18,
Facilitate plantation layer 16 that can plant green plant by the bevel edge slot 15 that strong 14 side of layer of pervious concrete opens up, enhance aesthetics,
Water is poured into rhone 13 by aqueduct 12, ponding is facilitated to circulate, the effect of beautification wall is not only acted as by billboard 21
It can also play a part of to collect advertising expenditure, reduce cost, the retaining wall structure structure for being used for mine slope improvement is simple, uses
It is convenient, good practical effect.
Working principle: entire earth-retaining is increased by the buried fixing layer 23 of 4 bottom of air-free concrete pedestal 3 and brick wall body
The bearing capacity of wall can reduce destruction of the fall of rocks to retaining wall by the certain buffer stopper 6 of protecting wall 5, by reinforcing branch
The protective of 5 side of protecting wall is reinforced in bar 7, socket 8 and the cooperation for reinforcing steelframe 9, solid by the first fixed steel bars 10 and second
Determine reinforcing bar 22 and reinforces stability.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
Claims (7)
1. a kind of retaining wall structure administered for mine slope, including ground (1) and massif (2), it is characterised in that: describedly
It is fixedly connected at the top of face (1) air-free concrete pedestal (3), the side of the air-free concrete pedestal (3) is fixedly connected with
The bottom of brick wall body (4), the brick wall body (4) and air-free concrete pedestal (3) is fixedly connected to buried fixing layer
(23), and the inside on buried fixing layer (23) grafting ground (1), the inside of the buried fixing layer (23) are fixedly connected with second and consolidate
Determine reinforcing bar (22), and the inside grafting of the bottom of the second fixed steel bars (22) and ground (1), the side of the brick wall body (4)
It being fixedly connected with protecting wall (5), the side of the protecting wall (5) is fixedly connected with buffer stopper (6), and the one of the protecting wall (5)
Side, which is fixedly connected with, reinforces strut (7), and the side for reinforcing strut (7) is fixedly connected with socket (8), the socket (8)
Bottom is fixedly connected with the inside for reinforcing steelframe (9), and reinforcing the bottom grafting massif (2) of steelframe (9), the protecting wall (5)
The bottom of side is fixedly connected with the first fixed steel bars (10), and one end grafting massif (2) of the first fixed steel bars (10) is interior
Portion is fixedly connected with rubble pervious bed (11) at the top of the air-free concrete pedestal (3), the one of the rubble pervious bed (11)
Side is fixedly connected with aqueduct (12), is fixedly connected with the strong layer of pervious concrete at the top of the rubble pervious bed (11)
(14), cement mortar top plate (17) are fixedly connected at the top of the strong layer of the pervious concrete (14) and brick wall body (4),
It is fixedly connected with connecting plate (18) at the top of the cement mortar top plate (17), the side at the top of the connecting plate (18) passes through spiral shell
Rasp bar (19) is threaded with strut (20), and the side of the strut (20) is fixedly connected with billboard (21), and billboard
(21) it is fixedly connected at the top of bottom and connecting plate (18).
2. a kind of retaining wall structure administered for mine slope according to claim 1, it is characterised in that: the buffering
Block (6) is located at the top for reinforcing strut (7), and buffer stopper (6) is rubber spacer.
3. a kind of retaining wall structure administered for mine slope according to claim 1, it is characterised in that: described permeable
The side of the strong layer of concrete (14) offers bevel edge slot (15), and the bottom of the bevel edge slot (15) is fixedly connected with plantation layer
(16)。
4. a kind of retaining wall structure administered for mine slope according to claim 1, it is characterised in that: the rubble
The porosity of pervious bed (11) is between 30 the percent of 20 percent.
5. a kind of retaining wall structure administered for mine slope according to claim 1, it is characterised in that: the ground
(1) side offers rhone (13), and rhone (13) is located at the lower section of aqueduct (12).
6. a kind of retaining wall structure administered for mine slope according to claim 1, it is characterised in that: the advertisement
The side of plate (21) is fixedly connected with steel wire, and advertisement page is connected on the outside of steel wire.
7. a kind of retaining wall structure administered for mine slope according to claim 1, it is characterised in that: described second
The quantity of fixed steel bars (22) is four, and the second fixed steel bars of every two (22) are one group of center with buried fixing layer (23)
Line is the inside that axle center is symmetrically distributed in buried fixing layer (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820693558.6U CN208578063U (en) | 2018-05-10 | 2018-05-10 | A kind of retaining wall structure administered for mine slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820693558.6U CN208578063U (en) | 2018-05-10 | 2018-05-10 | A kind of retaining wall structure administered for mine slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208578063U true CN208578063U (en) | 2019-03-05 |
Family
ID=65507471
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820693558.6U Expired - Fee Related CN208578063U (en) | 2018-05-10 | 2018-05-10 | A kind of retaining wall structure administered for mine slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208578063U (en) |
-
2018
- 2018-05-10 CN CN201820693558.6U patent/CN208578063U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190508 Address after: 710054 No. 301 Xiying Road, Yanta District, Xi'an City, Shaanxi Province Patentee after: SHAANXI NUCLEAR INDUSTRIAL ENGINEERING INVESTIGATION INSTITUTE CO., LTD. Address before: 054000 No. 84, Qiaoxi District Iron and Steel Road, Xingtai City, Hebei Province Patentee before: Chen Fengtao |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190305 Termination date: 20200510 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |