CN208105179U - A kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion - Google Patents
A kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion Download PDFInfo
- Publication number
- CN208105179U CN208105179U CN201820486232.6U CN201820486232U CN208105179U CN 208105179 U CN208105179 U CN 208105179U CN 201820486232 U CN201820486232 U CN 201820486232U CN 208105179 U CN208105179 U CN 208105179U
- Authority
- CN
- China
- Prior art keywords
- reinforced
- gabion
- barricade
- toe
- reinforced gabion
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 16
- 239000010959 steel Substances 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 title claims abstract description 12
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 28
- 230000035515 penetration Effects 0.000 claims 1
- 239000002893 slag Substances 0.000 abstract description 3
- 229910001220 stainless steel Inorganic materials 0.000 abstract description 3
- 239000004575 stone Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 239000011435 rock Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model is a kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion, including the reinforced gabion intercepted at intermountain drainage channel is arranged in, reinforced gabion includes rectangle cage made of stainless steel wire, it fills stone rear enclosed opening position and forms reinforced gabion ontology in rectangle cage top end opening position, the back side masonry of reinforced gabion has reinforced concrete band toe barricade, reinforced concrete band toe barricade main body is up-small and down-big trapezoidal, the reinforced concrete band toe barricade back side is equipped with the back toe for protruding into massif, reinforced concrete band toe barricade bottom surface is equipped with the tenon for protruding into massif, gap filling between reinforced gabion and reinforced concrete band toe barricade has clean rubble, several perforative drainpipes are equipped with inside reinforced concrete band toe barricade, height of the drainpipe close to reinforced gabion one end is higher than exposed junction to drain；The utility model is suitable for the improvement to existing intermountain drainage channel anti-slag drainage constructing structure.
Description
Technical field
It is specifically a kind of to have drainage steel bar mixed the utility model relates to building engineering structure Construction of Environment Protection field
The combination unit of solidifying soil barricade and reinforced gabion.
Background technique
Only setting is several layers of at interception drainage channel as shown in Figure 1 for common intermountain drainage channel anti-slag drainage constructing structure
Reinforced gabion 1, there are the following problems for this structure：1, the wire rope net surface periphery of reinforced gabion is without powerful skeleton, gabion sheet
Body is also the cuboid of mutability, and resistance to deformation and anti-mud-rock flow impulse force are weak, by generating in intermountain drainage channel caused by heavy rain
Mud-rock flow and flood impact be easy damage, influence appearance；2, local sedimentation and a large amount of alluviation sandstones, large size are withered after damaging
Wood 2, it is difficult to clear up.
Summary of the invention
The purpose of this utility model provides a kind of with drainage steel bar aiming at the above-mentioned problems of the prior art
The combination unit of concrete guard wall and reinforced gabion.
The concrete scheme of the utility model is：A kind of group with drainage steel bar concrete guard wall and reinforced gabion attaches together
It sets, including the reinforced gabion intercepted at intermountain drainage channel is arranged in, the back side masonry of the reinforced gabion has reinforced concrete
Soil zone toe barricade, the reinforced concrete band toe barricade main body are up-small and down-big trapezoidal, the reinforced concrete band toe barricade back side
Equipped with the back toe for protruding into massif, reinforced concrete band toe barricade bottom surface is equipped with the tenon for protruding into massif, reinforced concrete band toe gear
Portion is equipped with several drainpipes through wall within the walls, and height of the drainpipe close to reinforced gabion one end is higher than exposed junction to arrange
Water.
Gap between reinforced gabion and reinforced concrete band toe barricade described in the utility model is using clean rubble filling
It is full.
The exposed port part of drainpipe described in the utility model is equipped with steel wire.
Drainpipe described in the utility model is set as upper layer and lower layer, and spacing is 2m between two layers, and bottom drainpipe nozzle is high
The back side toe 1m of reinforced concrete band toe barricade out.
The utility model Specific construction process is as follows：1, the construction reinforced bar concrete at selected interception intermountain drainage channel
Band toe barricade, and the double drinking water stainless-steel pipe that 1m height placement spacing is 2m on platform back toe, exposed nozzle are done not
Become rusty steel mesh Seal treatment；2, ridge water channel is backfilled after reinforced concrete band toe Retaining wall, and 3 layers of height are built before retaining wall
Reinforced gabion；3, the lime stone rubble or cobblestone of uniform size of the gap filling cleaning between reinforced gabion and barricade inclined-plane
Particle, filling are secured；4, two side heads of reinforced gabion build and securely anchor into the massif of left and right, limit lateral deformation.
The utility model has the following advantages that compared with prior art：1, good integrity, it is rigidity, stability of shock resistance, weather-proof
Property, safety are good；2, reinforced gabion can reduce mud-rock flow and flood takes the impact failure of slag, and retaining wall provides rigidity and resistance
Shape support and can sediment and filtering clear water, protect mountain under villager drinking water source.
Detailed description of the invention
Fig. 1 is prior art construction schematic diagram；
Fig. 2 is the utility model structure diagram；
In figure：1- reinforced gabion, 2- alluviation sandstone, large-scale dead wood, 3- cleaning rubble, 4- reinforced concrete band toe barricade,
5- massif, 6- carry on the back toe, 7- drainpipe, 8- steel wire, 9- tenon.
Specific embodiment
Referring to fig. 2, the present embodiment includes that the reinforced gabion 1 intercepted at intermountain drainage channel is arranged in, and reinforced gabion 1 includes
Rectangle cage made of stainless steel wire, rectangle cage top end opening position fill stone rear enclosed opening position and form reinforced gabion
The back side masonry of 1 ontology, the reinforced gabion 1 has reinforced concrete band toe barricade 4, the reinforced concrete band toe barricade 4
Main body be it is up-small and down-big trapezoidal, 4 back side of reinforced concrete band toe barricade is equipped with the back toe 6 for protruding into massif 5, reinforced concrete band
4 bottom surface of toe barricade is equipped with the tenon 9 for protruding into massif 5, is equipped with several drainings through wall inside reinforced concrete band toe barricade 4
Pipe 7, height of the drainpipe 7 close to 1 one end of reinforced gabion are higher than exposed junction to drain.
It is filled using clean rubble 3 in gap between reinforced gabion 1 described in the present embodiment and reinforced concrete band toe barricade 4
It is full.
The exposed port part of drainpipe 7 described in the present embodiment is equipped with steel wire 8.
Drainpipe 7 described in the present embodiment is set as upper layer and lower layer, and spacing is 2m between two layers, and bottom drainpipe nozzle is higher by
The back side toe 1m of reinforced concrete band toe barricade 4.
Claims (4)
1. a kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion, including setting are intercepting intermountain draining
Reinforced gabion at channel, it is characterized in that：The back side masonry of the reinforced gabion has reinforced concrete band toe barricade, the steel
Reinforced concrete with toe barricade main body be it is up-small and down-big trapezoidal, the reinforced concrete band toe barricade back side is equipped with the back for protruding into massif
Toe, reinforced concrete band toe barricade bottom surface are equipped with the tenon for protruding into massif, are equipped with several pass through inside reinforced concrete band toe barricade
The drainpipe of wall penetration body, height of the drainpipe close to reinforced gabion one end are higher than exposed junction to drain.
2. a kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion according to claim 1,
It is characterized in：Gap between the reinforced gabion and reinforced concrete band toe barricade is full using clean rubble filling.
3. a kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion according to claim 1,
It is characterized in：The exposed port part of the drainpipe is equipped with steel wire.
4. a kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion according to claim 1,
It is characterized in：The drainpipe is set as upper layer and lower layer, and spacing is 2m between two layers, and bottom drainpipe nozzle is higher by armored concrete
Back side toe 1m with toe barricade.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820486232.6U CN208105179U (en) | 2018-04-08 | 2018-04-08 | A kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820486232.6U CN208105179U (en) | 2018-04-08 | 2018-04-08 | A kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208105179U true CN208105179U (en) | 2018-11-16 |
Family
ID=64120859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820486232.6U Expired - Fee Related CN208105179U (en) | 2018-04-08 | 2018-04-08 | A kind of combination unit with drainage steel bar concrete guard wall and reinforced gabion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208105179U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110016894A (en) * | 2019-04-16 | 2019-07-16 | 丁桂平 | Hydraulic engineering enclosure device |
| CN117418488A (en) * | 2023-12-18 | 2024-01-19 | 中国石油大学(华东) | Combined stone blocking wall construction method with energy consumption, shock absorption and drainage functions |
-
2018
- 2018-04-08 CN CN201820486232.6U patent/CN208105179U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110016894A (en) * | 2019-04-16 | 2019-07-16 | 丁桂平 | Hydraulic engineering enclosure device |
| CN110016894B (en) * | 2019-04-16 | 2021-04-30 | 宁夏盛康生态建设工程有限公司 | Hydraulic engineering encloses fender device |
| CN117418488A (en) * | 2023-12-18 | 2024-01-19 | 中国石油大学(华东) | Combined stone blocking wall construction method with energy consumption, shock absorption and drainage functions |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181116 |
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| CF01 | Termination of patent right due to non-payment of annual fee |