CN107059888A - A kind of reinforced gabion slope retaining structure - Google Patents
A kind of reinforced gabion slope retaining structure Download PDFInfo
- Publication number
- CN107059888A CN107059888A CN201710464984.2A CN201710464984A CN107059888A CN 107059888 A CN107059888 A CN 107059888A CN 201710464984 A CN201710464984 A CN 201710464984A CN 107059888 A CN107059888 A CN 107059888A
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- CN
- China
- Prior art keywords
- gabion
- reinforced gabion
- reinforced
- retaining structure
- basket
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- 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
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
Abstract
The invention discloses a kind of reinforced gabion slope retaining structure, including reinforced gabion, it is the packing space filled with packed layer that the reinforced gabion, which is included in the gabion basket in strip, the gabion basket, the packed layer is piled up by rubble to be formed, and the gabion basket is further fixed on blanket net at least side.The slope retaining structure can be employed for the soft soil slope that level of ground water is higher, soil is soaked by rainwater for a long time, and the slope retaining structure obtained using the structure has preferable drainage performance, while this structure construction low cost, short time limit, safe and reliable.
Description
Technical field
The present invention relates to foundation ditch construction of prevention work technical field, more particularly to a kind of reinforced gabion slope retaining structure.
Background technology
Pattern foundation pit supporting structure is to ensure the safety of Underground Construction and foundation ditch surrounding enviroment, to foundation pit side-wall and surrounding enviroment
Supporting and retaining system, reinforcing and the safeguard measure of use.Common foundation pit supporting construction type mainly has：Supporting and retaining system formula structure, soil nail wall, gravity
Formula cement soil wall, slope etc..Composition Soil Nailing Walls have light-duty, maneuverability, applied widely, low cost, short time limit, peace
The features such as complete reliable, support capacity is strong, can make advance support, and have both supporting, intercept water and other effects.In the prior art, as in advance should
Power anchor pole composite soil nailing wall is widely used in slope failure construction.
However, various pattern foundation pit supporting structure forms of the prior art still have specific limitation when in use, design
A kind of more maneuverability, low cost, short time limit, safe and reliable slope retaining structure, are that those skilled in the art urgently solve
Major issue certainly.
The content of the invention
A kind of more maneuverability, low cost, short time limit, safe and reliable slope retaining are designed for set forth above
The problem of structure is those skilled in the art's major issue urgently to be resolved hurrily, the invention provides a kind of reinforced gabion side slope branch
Protection structure, the slope retaining structure can be employed for the soft soil slope that level of ground water is higher, soil is soaked by rainwater for a long time, use
The slope retaining structure that the structure is obtained has preferable drainage performance, while this structure construction low cost, short time limit, safety can
Lean on.
A kind of reinforced gabion slope retaining structure that the present invention is provided solves problem by following technical essential：A kind of steel
Muscle gabion slope retaining structure, including reinforced gabion, the reinforced gabion include be in the gabion basket in strip, gabion basket
Packing space filled with packed layer, the packed layer is piled up by rubble to be formed, and the gabion basket is also fixed at least side
There is blanket net.
Specifically, although prestressed anchor composite soil nailing wall has been widely used as supporting and retaining system, reinforcing and the safeguard measure of foundation ditch,
In practice, prestressed anchor composite soil nailing wall is more suitable for the non-soft soil foundation pit more than level of ground water or through precipitation, works as underground
Although water level is higher or has dewatering measure but belongs to soft soil foundation pit, prestressed bolt can fail gradually, concrete ejection surface layer
It may collapse, there is the risk of slope failure.But with the further development of Chinese Urbanization, often run into underground water water
Abundant, the big foundation pit construction place of permeability of aquifer, or even some above and below ground water levels are higher than foundation ditch bottom absolute altitude, and the soil body is long
Phase is soaked by rainwater, and the soil body is soft, and there is also water burst for side slope side wall.In the prior art, frequently with bright ditch in above foundation pit construction
Draining, but this measure is only capable of draining surface water, for the small occasion of soil body osmotic coefficient, using well-points dewatering effect also not substantially,
In the course of time, can there are prestress anchorage cable failure, the destruction of concrete spray plane integral slipping, final biased supporting construction global failure
Risk.In the prior art, reinforced gabion is only used for increasing the stability and water resistant scouring capability of supporting construction simultaneously.
In this programme, the packed layer in reinforced gabion is set to be piled up by rubble formed, so, can not only ensure reinforcing bar
Gabion has enough weight with the stability of Enhanced support structure and water resistant scouring capability, simultaneously as rubble also has
The characteristics of convenient material drawing cost is low, the above limits the packed layer of reinforced gabion and may be such that the reinforced gabion has low cost
Feature；Meanwhile, reinforced gabion provided above can fill rubble into packing space again after gabion basket is installed and obtain packed layer,
Therefore the installation of above reinforced gabion do not need Large-scale Hoisting equipment, can efficient hardening correspondence supporting construction construction mobility；Together
When this programme in, due to the flow channel that the gap between rubble can seep water as soil layer, so, in foundation pit construction, can lead to
Cross on the outside of reinforced gabion and open up the mode of open channel, reach the purpose of quick discharge foundation ditch internal water accumulation, after foundation ditch backfill, with
Upper packed layer can act also as the closed conduit of soil layer infiltration, you can effectively organize draining by the packed layer of reinforced gabion.To sum up, the above
Scheme causes this supporting construction to be employed for the soft soil slope that level of ground water is higher, soil is soaked by rainwater for a long time, using this
The slope retaining structure that structure is obtained has preferable drainage performance, while this structure construction low cost, short time limit, safe and reliable.
It is preferred to use above as the rubble of packed layer in the cobble obtained by riverbed materials, the characteristics of so lacking using cobble corner angle,
Using when packed layer is as infiltration circulation passage, it is to avoid the silt enrichment in infiltration blocks circulation passage so that this reinforced gabion
The function of closed conduit can be played for a long time.After mounting, its two ends can connect above reinforced gabion with other reinforced gabions, close to foundation ditch
Side can connect with foundation ditch wall, pretend as those skilled in the art, be provided with the side of blanket net as the outer of reinforced gabion
Side, to avoid rubble from dropping out packing space on the outside of reinforced gabion, simultaneously as there is hole, in reinforced gabion on blanket net
Outside by open channel when, the gap connection inside the Kong Keyu packed layers on above blanket net, to cause current can be by reinforced gabion
Outside is flowed in open channel.
Further technical scheme is：
As described above, reinforced gabion may act as gravity retaining wall in supporting construction, to cause reinforced gabion in installation
After in foundation ditch, the center of gravity of reinforced gabion can displace to the more enough more preferable compressions of reinforced gabion to the side of margin of foundation pit
Side slope, the trapezoidal shape of section of the gabion basket.As those skilled in the art, trapezoidal shape structure includes two bases and two
Side, wherein longer base is bottom, shorter base is upper bottom, and this programme is when using, the reinforcing bar stone where bottom
Cage face is installed towards side slope, and the reinforced gabion face where upper bottom edge so, may be such that the center of gravity that reinforcing bar is used towards foundation ditch center
Offset towards the side of side slope.
As the specific implementation of reinforced gabion, gabion basket is formed by reinforcing bar colligation or formed by reinforcement welding, blanket net
It is arranged at the higher side of gabion basket height.In this programme, because the reinforced gabion side where the upper bottom edge is in reinforcing bar stone
Cage is the outside of reinforced gabion after installing, therefore uses the reinforced gabion of this programme to be prevented effectively from rubble and drop out and to reinforced gabion
The drainage by open canal in outside.It is preferred that, after make it that reinforced gabion is landfilled, gabion basket can keep good anticorrosive energy for a long time
Power, is preferably arranged to gabion basket and is formed by reinforcing bar colligation, can so be prevented effectively from the welding heat affected region of appearance.
As the specific implementation of reinforced gabion, blanket net is provided with the side and base of gabion basket.This programme is carried
The reinforced gabion of confession after completion of installation, can form the closed conduit of connection in adjacent reinforced gabion, meanwhile, the bottom of each reinforced gabion
Face, the side adjacent with side slope are used equally for seeping water into packed layer；Meanwhile, needing to remove reinforced gabion using this programme
In occasion, rubble can be avoided to impact foundation ditch backfill.
As one kind when foundation ditch is backfilled, reinforced gabion needs to be buried and in backfill, blanket net has good energy against corrosion
Power, the implementation with ideal structure intensity, the blanket net are stainless steel wire mesh.
As a kind of strong supporting construction way of realization of earth-retaining ability, in addition to the concrete spray plane being arranged in side slope,
Gabion basket highly relatively low side is leaned on concrete spray plane.
For structural stability of the lifting concrete spray plane in side slope, the reinforced gabion as concrete spray plane bottom
Supporter.
For the larger closed conduit of flow can be formed or so that reinforced gabion has more preferable earth-retaining performance, the reinforcing bar stone
Cage is multiple, and reinforced gabion is laminated in the bottom of concrete spray plane.
Bar-mat reinforcement is also built-in with the structural strength met for lifting concrete, the concrete spray plane.
To cause in supporting construction that this programme is provided, reinforced gabion has preferable bonding strength with concrete spray plane,
In favor of the structural stability of whole supporting construction, concrete pulp layer, and institute are additionally provided with the upper surface of the reinforced gabion
Concrete pulp layer is stated with concrete spray plane to be connected.The concrete pulp layer can also avoid particulate matter direct by the top of reinforced gabion
The negotiability of closed conduit in influence reinforced gabion in the passage gaps of packed layer thereon is fallen into, can such as be avoided in architecture construction mistake
Cheng Zhong, granule foreign falls directly into the passage gaps or filtered rainwater makes a large amount of soil impurity and blocks the circulation
Gap.
The invention has the advantages that：
In this programme, the packed layer in reinforced gabion is set to be piled up by rubble formed, so, can not only ensure reinforcing bar
Gabion has enough weight with the stability of Enhanced support structure and water resistant scouring capability, simultaneously as rubble also has
The characteristics of convenient material drawing cost is low, the above limits the packed layer of reinforced gabion and may be such that the reinforced gabion has low cost
Feature；Meanwhile, reinforced gabion provided above can fill rubble into packing space again after gabion basket is installed and obtain packed layer,
Therefore the installation of above reinforced gabion do not need Large-scale Hoisting equipment, can efficient hardening correspondence supporting construction construction mobility；Together
When this programme in, due to the flow channel that the gap between rubble can seep water as soil layer, so, in foundation pit construction, can lead to
Cross on the outside of reinforced gabion and open up the mode of open channel, reach the purpose of quick discharge foundation ditch internal water accumulation, after foundation ditch backfill, with
Upper packed layer can act also as the closed conduit of soil layer infiltration, you can effectively organize draining by the packed layer of reinforced gabion.To sum up, the above
Scheme causes this supporting construction to be employed for the soft soil slope that level of ground water is higher, soil is soaked by rainwater for a long time, using this
The slope retaining structure that structure is obtained has preferable drainage performance, while this structure construction low cost, short time limit, safe and reliable.
Brief description of the drawings
During Fig. 1 is one specific embodiment of a kind of reinforced gabion slope retaining structure of the present invention, reinforced gabion
Structural representation；
During Fig. 2 is one specific embodiment of a kind of reinforced gabion slope retaining structure of the present invention, reinforced gabion
Sectional drawing；
Fig. 3 is a kind of structural representation of one specific embodiment of reinforced gabion slope retaining structure of the present invention.
Reference in figure is followed successively by：1st, gabion basket, 2, blanket net, 3, packing space, 4, packed layer, 5, concrete spray
Face.
Embodiment
With reference to embodiment, the present invention is described in further detail, but the present invention structure be not limited only to it is following
Embodiment.
Embodiment 1：
As shown in Figure 1 to Figure 3, a kind of reinforced gabion slope retaining structure, including reinforced gabion, the reinforced gabion includes
It is the packing space 3 filled with packed layer 4 in the gabion basket 1, the packed layer 4 is piled up by rubble in the gabion basket 1 of strip
Form, the gabion basket 1 is further fixed on blanket net 2 at least side.
Specifically, although prestressed anchor composite soil nailing wall has been widely used as supporting and retaining system, reinforcing and the safeguard measure of foundation ditch,
In practice, prestressed anchor composite soil nailing wall is more suitable for the non-soft soil foundation pit more than level of ground water or through precipitation, works as underground
Although water level is higher or has dewatering measure but belongs to soft soil foundation pit, prestressed bolt can fail gradually, concrete ejection surface layer
It may collapse, there is the risk of slope failure.But with the further development of Chinese Urbanization, often run into underground water water
Abundant, the big foundation pit construction place of permeability of aquifer, or even some above and below ground water levels are higher than foundation ditch bottom absolute altitude, and the soil body is long
Phase is soaked by rainwater, and the soil body is soft, and there is also water burst for side slope side wall.In the prior art, frequently with bright ditch in above foundation pit construction
Draining, but this measure is only capable of draining surface water, for the small occasion of soil body osmotic coefficient, using well-points dewatering effect also not substantially,
In the course of time, there can be prestress anchorage cable failure, the integral slipping of concrete spray plane 5 destruction, final biased supporting construction is integrally lost
The risk of effect.In the prior art, reinforced gabion is only used for increasing the stability and water resistant scouring capability of supporting construction simultaneously.
In this programme, the packed layer 4 in reinforced gabion is set to be piled up by rubble formed, so, can not only ensure steel
Muscle gabion has enough weight with the stability of Enhanced support structure and water resistant scouring capability, simultaneously as rubble also has
There is the characteristics of convenient material drawing cost is low, the above limits the packed layer 4 of reinforced gabion and may be such that the reinforced gabion has cost
Low the characteristics of；Meanwhile, reinforced gabion provided above can fill rubble into packing space 3 again after gabion basket 1 is installed and obtain
Packed layer 4, thus the installation of above reinforced gabion do not need Large-scale Hoisting equipment, can efficient hardening correspondence supporting construction construction machine
Dynamic property；Simultaneously in this programme, due to the flow channel that the gap between rubble can seep water as soil layer, so, in foundation pit construction
When, the purpose of quick discharge foundation ditch internal water accumulation by way of opening up open channel on the outside of reinforced gabion, can be reached, is returned in foundation ditch
After filling out, above packed layer 4 can act also as the closed conduit of soil layer infiltration, you can effectively organize draining by the packed layer 4 of reinforced gabion.
To sum up, above scheme causes this supporting construction to be employed for the soft clay side that level of ground water is higher, soil is soaked by rainwater for a long time
Slope, the slope retaining structure obtained using the structure has preferable drainage performance, at the same this structure construction low cost, short time limit,
It is safe and reliable.
In the present embodiment, the above is preferred to use the cobble obtained by being drawn materials in riverbed as the rubble of packed layer 4, so can profit
The characteristics of with cobble corner angle less, using when packed layer 4 is as infiltration circulation passage, it is to avoid it is logical that the silt in infiltration blocks circulation
Road so that this reinforced gabion can play the function of closed conduit for a long time.After mounting, its two ends can be with other reinforcing bars for above reinforced gabion
Gabion connects, and can connect close to the side of foundation ditch with foundation ditch wall, pretends as those skilled in the art, is provided with the side of blanket net 2
Face as reinforced gabion outside, to avoid rubble from dropping out packing space 3 on the outside of reinforced gabion, simultaneously as on blanket net 2
With hole, when the outside of reinforced gabion is by open channel, the gap connection of the inside of Kong Keyu packed layers 4 on above blanket net 2, so that
Obtaining current can flow in open channel on the outside of reinforced gabion.
Embodiment 2：
As shown in Figure 1 to Figure 3, the present embodiment is further qualified on the basis of embodiment 1：As described above, reinforcing bar stone
Cage may act as gravity retaining wall in supporting construction, to cause reinforced gabion after being installed in foundation ditch, the weight of reinforced gabion
The heart can displace to the more enough more preferable compression side slopes of reinforced gabion, the section of the gabion basket 1 to the side of margin of foundation pit
Trapezoidal shape.As those skilled in the art, trapezoidal shape structure includes two bases and two sides, wherein longer base is
Bottom, shorter base is upper bottom, and this programme is when using, and the reinforced gabion face where bottom is installed towards side slope, upper bottom
Reinforced gabion face where side so, may be such that the center of gravity that reinforcing bar is used is offset towards the side of side slope towards foundation ditch center.
As the specific implementation of reinforced gabion, gabion basket 1 is formed by reinforcing bar colligation or formed by reinforcement welding, blanket net
2 are arranged at the higher side of the height of gabion basket 1.In this programme, because the reinforced gabion side where the upper bottom edge is in reinforcing bar
Gabion is the outside of reinforced gabion after installing, therefore uses the reinforced gabion of this programme to be prevented effectively from rubble and drop out and to reinforcing bar stone
Drainage by open canal on the outside of cage.
It is preferred that, in the present embodiment, after make it that reinforced gabion is landfilled, gabion basket 1 can keep good for a long time and resist
Corrosive power, is preferably arranged to gabion basket 1 and is formed by reinforcing bar colligation, can so be prevented effectively from the welding heat affected region of appearance.
As the specific implementation of reinforced gabion, blanket net 2 is provided with the side and base of gabion basket 1.This programme
The reinforced gabion of offer after completion of installation, can form the closed conduit of connection in adjacent reinforced gabion, meanwhile, the bottom of each reinforced gabion
Face, the side adjacent with side slope are used equally for seeping water into packed layer 4；Meanwhile, needing to remove reinforced gabion using this programme
Occasion in, can avoid rubble to foundation ditch backfill impact.
As one kind when foundation ditch is backfilled, reinforced gabion need to be buried with backfill, and blanket net 2 have it is good against corrosion
Ability, the implementation with ideal structure intensity, the blanket net 2 are stainless steel wire mesh.
Embodiment 3：
The present embodiment is further qualified on the basis of the technical scheme that embodiment 2 is provided to this case, as shown in figure 3,
It is used as a kind of strong supporting construction way of realization of earth-retaining ability, in addition to the concrete spray plane 5 being arranged in side slope, the gabion
The highly relatively low side of basket 1 is leaned on concrete spray plane 5.
For structural stability of the lifting concrete spray plane 5 in side slope, the reinforced gabion as concrete spray plane 5 bottom
Portion's supporter.
For the larger closed conduit of flow can be formed or so that reinforced gabion has more preferable earth-retaining performance, the reinforcing bar stone
Cage is multiple, and reinforced gabion is laminated in the bottom of concrete spray plane 5.
Bar-mat reinforcement is also built-in with the structural strength met for lifting concrete, the concrete spray plane 5.
To cause in supporting construction that this programme is provided, reinforced gabion has preferable bonding strength with concrete spray plane 5,
In favor of the structural stability of whole supporting construction, concrete pulp layer, and institute are additionally provided with the upper surface of the reinforced gabion
Concrete pulp layer is stated with concrete spray plane 5 to be connected.
Above content is to combine the further description that specific preferred embodiment is made to the present invention, it is impossible to assert this
The embodiment of invention is confined to these explanations.For general technical staff of the technical field of the invention,
The other embodiment drawn in the case where not departing from technical scheme, should be included within the scope of the present invention.
Claims (10)
1. a kind of reinforced gabion slope retaining structure, including reinforced gabion, it is characterised in that the reinforced gabion includes being in strip
Gabion basket (1), be the packing space filled with packed layer (4) in gabion basket (1), the packed layer (4) is by scree
Block is formed, and the gabion basket (1) is further fixed on blanket net (2) at least side.
2. a kind of reinforced gabion slope retaining structure according to claim 1, it is characterised in that the gabion basket (1)
The trapezoidal shape of section.
3. a kind of reinforced gabion slope retaining structure according to claim 2, it is characterised in that gabion basket (1) is by reinforcing bar
Colligation is formed or formed by reinforcement welding, and blanket net (2) is arranged at the higher side of gabion basket (1) height.
4. a kind of reinforced gabion slope retaining structure according to claim 1, it is characterised in that the side of gabion basket (1)
And blanket net (2) is provided with base.
5. a kind of reinforced gabion slope retaining structure according to claim 1, it is characterised in that the blanket net (2) is not
Become rusty steel metal net.
6. a kind of reinforced gabion slope retaining structure according to claim 2, it is characterised in that also including being arranged at side slope
On concrete spray plane (5), the highly relatively low side of gabion basket (1) is leaned on concrete spray plane (5).
7. a kind of reinforced gabion slope retaining structure according to claim 6, it is characterised in that the reinforced gabion conduct
The bottom supporter of concrete spray plane (5).
8. a kind of reinforced gabion slope retaining structure according to claim 6, it is characterised in that the reinforced gabion is many
It is individual, and reinforced gabion is laminated in the bottom of concrete spray plane (5).
9. a kind of reinforced gabion slope retaining structure according to any one in claim 6 to 8, it is characterised in that institute
State in concrete spray plane (5) and be also built-in with bar-mat reinforcement.
10. a kind of reinforced gabion slope retaining structure according to any one in claim 6 to 8, it is characterised in that institute
State and concrete pulp layer is additionally provided with the upper surface of reinforced gabion, and the concrete pulp layer is connected with concrete spray plane (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710464984.2A CN107059888B (en) | 2017-06-19 | 2017-06-19 | Reinforcing bar gabion side slope supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710464984.2A CN107059888B (en) | 2017-06-19 | 2017-06-19 | Reinforcing bar gabion side slope supporting construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107059888A true CN107059888A (en) | 2017-08-18 |
| CN107059888B CN107059888B (en) | 2020-09-01 |
Family
ID=59594989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710464984.2A Active CN107059888B (en) | 2017-06-19 | 2017-06-19 | Reinforcing bar gabion side slope supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107059888B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108930254A (en) * | 2018-08-24 | 2018-12-04 | 佛山市南力工程监理有限公司 | A kind of gabion box ruggedized equipment for water conservancy river dykes and dams |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012021321A (en) * | 2010-07-14 | 2012-02-02 | Setouchi Wire Netting Industry Co Ltd | Rectangular gabion |
| CN203145027U (en) * | 2013-03-25 | 2013-08-21 | 中国水电顾问集团成都勘测设计研究院 | Anti-impact structure used for earth-rock cofferdam |
| CN204715304U (en) * | 2015-06-08 | 2015-10-21 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of cofferdam protective slope structure |
| CN204825787U (en) * | 2015-08-21 | 2015-12-02 | 辽宁省化工地质勘查院 | Gabion barricade protective structure |
| KR101694502B1 (en) * | 2016-10-14 | 2017-01-13 | 강경실 | Gabion adjustable the angle of inclination and construction method |
| CN106759086A (en) * | 2016-12-26 | 2017-05-31 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | A kind of gabion ecological water body revetment structure |
| CN206928301U (en) * | 2017-06-19 | 2018-01-26 | 中国五冶集团有限公司 | A kind of reinforced gabion slope retaining structure |
-
2017
- 2017-06-19 CN CN201710464984.2A patent/CN107059888B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012021321A (en) * | 2010-07-14 | 2012-02-02 | Setouchi Wire Netting Industry Co Ltd | Rectangular gabion |
| CN203145027U (en) * | 2013-03-25 | 2013-08-21 | 中国水电顾问集团成都勘测设计研究院 | Anti-impact structure used for earth-rock cofferdam |
| CN204715304U (en) * | 2015-06-08 | 2015-10-21 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of cofferdam protective slope structure |
| CN204825787U (en) * | 2015-08-21 | 2015-12-02 | 辽宁省化工地质勘查院 | Gabion barricade protective structure |
| KR101694502B1 (en) * | 2016-10-14 | 2017-01-13 | 강경실 | Gabion adjustable the angle of inclination and construction method |
| CN106759086A (en) * | 2016-12-26 | 2017-05-31 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | A kind of gabion ecological water body revetment structure |
| CN206928301U (en) * | 2017-06-19 | 2018-01-26 | 中国五冶集团有限公司 | A kind of reinforced gabion slope retaining structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108930254A (en) * | 2018-08-24 | 2018-12-04 | 佛山市南力工程监理有限公司 | A kind of gabion box ruggedized equipment for water conservancy river dykes and dams |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107059888B (en) | 2020-09-01 |
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