CN207685782U - Lattice guest's cage barrier wall structure - Google Patents
Lattice guest's cage barrier wall structure Download PDFInfo
- Publication number
- CN207685782U CN207685782U CN201721757354.6U CN201721757354U CN207685782U CN 207685782 U CN207685782 U CN 207685782U CN 201721757354 U CN201721757354 U CN 201721757354U CN 207685782 U CN207685782 U CN 207685782U
- Authority
- CN
- China
- Prior art keywords
- barricade
- barrier wall
- wall structure
- lattice guest
- ontology
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model provides a kind of lattice guest cage barrier wall structure, it is set to the bank in river, the gabion of building stones is filled with including several, all gabions are connected to each other to form barricade ontology, the native side of facing of barricade ontology is abutted with fill stratum, it is equipped with the more constructional columns being arranged in a row along riverbank in barricade ontology, collar tie beam, constructional column and adjacent collar tie beam concrete mutually are equipped between adjacent constructional column；Lattice guest's cage barrier wall structure further includes more anchor poles, and the first end of every anchor pole is plugged in fill stratum, and second end is plugged in barricade ontology.Lattice guest's cage barricade of the utility model compares traditional lattice guest's barrier wall structure, and in addition to the preferable ecological, landscape for keeping traditional structure, barricade also has very high stability and safety, adapts to the higher-height requirement of earth-retaining and construction technology is simple.
Description
Technical field
The utility model is related to hydraulic engineering, ecoscape engineerings, more particularly to a kind of lattice guest cage barrier wall structure.
Background technology
In bank protection structure in hydraulic engineering, vertical type barricade shore protection be mainly used for such as cities and towns section earth clearance difficulty compared with
Big region or land resource area in short supply.And the one kind of lattice guest's cage barricade as vertical type shore protection so that river can expire
Sufficient flood passage safety has the function of very strong ecoscape again, but when earth-retaining height is higher, does not such as use lattice guest's cage barricade often not
Monolithic stability safety requirements can be met.
As the Chinese invention patent application of application number 201410606712.8 disclose a kind of Ecotypic Stone Mesh-box net cage barricade and
Construction method, including several gabion net cages for being connected with each other form waterwall in gabion net cage full of rubble not of uniform size
Body；The back side of wall is equipped with fill stratum.The present invention is first in factory using the extraordinary steel wire Jing Guo specially treated as material, with special
It is cut with equipment, makes and assemble into unit gabion mesh sheet, packaging is simultaneously transported to after construction site, by unit gabion mesh sheet
Be launched into net cage and link together, will meet Particle size requirements building stones filling net cage in, reach certain porosity, then by
Layer is built by laying bricks or stones, and complete, regular, constant weight masonry structures are constituted.However above-mentioned Ecotypic Stone Mesh-box net cage barrier wall structure is being built
It is difficult to ensure that stablizing when building high level.
Therefore, when high barricade using lattice guest's cage barricade how ensure stable structure, it is safe and reliable be one urgently to be resolved hurrily
The problem of.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of lattice guest cage barrier wall structures, to overcome the upper of the prior art
State defect.
To achieve the above object, the utility model provides a kind of lattice guest cage barrier wall structure, is set to the bank in river, including
Several are filled with the gabion of building stones, and all gabions are connected to each other to form barricade ontology, the barricade sheet
The native side of facing of body is abutted with fill stratum, and the more constructional columns being arranged in a row along riverbank are equipped in the barricade ontology, adjacent
Collar tie beam, the constructional column and adjacent collar tie beam concrete mutually are equipped between constructional column；Lattice guest's cage barrier wall structure further includes more anchor poles,
The first end of every anchor pole is plugged in fill stratum, and second end is plugged in barricade ontology.
Preferably, multiple gabions are successively constructed from the bottom to top, are in multi-stage stairs shape.
Preferably, the second end of the anchor pole is between adjacent upper and lower two layers of gabion.
Preferably, the second end of every anchor pole is anchored at by dowel in corresponding collar tie beam.
Preferably, the anchor pole is grouting rock bolt.
Preferably, every constructional column from top to bottom runs through entire barricade ontology.
Preferably, the native side of facing of the barricade ontology is equipped with geotextiles.
Preferably, the side near water of the barricade ontology is equipped with the concrete lattice ridge, the concrete lattice ridge and the barricade sheet
Jackstone spats is equipped between body.
As described above, the utility model is related to lattice guest's cage barrier wall structure, have the advantages that：The utility model
Gabion is connected to each other to form barricade ontology, fills building stones in gabion, setting constructional column, collar tie beam, constructional column and
Collar tie beam concrete mutually contacts so that is connected between gabion, substantially increases the stability of lattice guest's cage barricade, even if in lattice guest
When cage barricade is higher, stability is also that can ensure.By facing the connection of the anchor pole and collar tie beam of native side setting, further increase
The stability of lattice guest's cage barricades and safety also improve native slope stability after lattice guest's cage barricade walls.The utility model
Lattice guest's cage barricade compare traditional lattice guest's barrier wall structure, in addition to the preferable ecological, landscape for keeping traditional structure, barricade is also
With very high stability and safety, adapts to the higher-height requirement of earth-retaining and construction technology is simple.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model lattice guest's cage barricade.
Fig. 2 is the layout drawing of gabion, constructional column, collar tie beam and anchor pole in the utility model lattice guest's cage barricade.
Fig. 3 is the connection diagram of constructional column, collar tie beam and anchor pole in the utility model lattice guest's cage barricade.
Component label instructions
1 gabion
11 first layer gabions
12 second layer gabions
13 third layer gabions
14 the 4th layers of gabion
2 barricade ontologies
21 geotextiles
200 face native side
201 sides near water
3 fill stratums
4 constructional columns
5 collar tie beams
6 anchor poles
61 dowels
The 7 concrete lattice ridge
71 jackstone spats
Specific implementation mode
Illustrate that the embodiment of the utility model, those skilled in the art can be by these by particular specific embodiment below
Content disclosed by specification understands other advantages and effect of the utility model easily.
It should be clear that structure, ratio, size etc. depicted in this specification institute accompanying drawings, only coordinating specification to be taken off
The content shown is not limited to the enforceable restriction item of the utility model so that those skilled in the art understands and reads
Part, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size are not influencing
Under the effect of the utility model can be generated and the purpose that can reach, should all still it fall in the revealed technology of the utility model
In the range of Rong get Neng is covered.Meanwhile cited such as "upper", "lower", "left", "right", the use of " centre " in this specification
Language is merely convenient to being illustrated for narration, rather than to limit the enforceable range of the utility model, the change of relativeness or
Adjustment, in the case where changing technology contents without essence, when being also considered as the enforceable scope of the utility model.
As shown in Figure 1 to Figure 3, the utility model provides a kind of lattice guest cage barrier wall structure, is set to the bank in river, including
Several gabions 1, building stones are filled in each gabion 1, and all gabions 1 are connected to each other to form gear
Wall ontology 2, barricade ontology described in the utility model 2 are to face native side towards the side of fill stratum 3, and the side to connect with water body is
The native side 200 of facing of side 201 near water, the barricade ontology 2 is abutted with fill stratum 3.More are equipped in the barricade ontology 2 along riverbank
The constructional column 4 being arranged in a row, collar tie beam 5 is equipped between adjacent constructional column 4, and the constructional column 4 is steel with adjacent collar tie beam 5
Tendon concrete structure, the constructional column 4 and adjacent 5 concrete mutually of collar tie beam.Lattice guest's cage barrier wall structure further includes more anchor poles 6, often
The first end of root anchor pole 6 is plugged in fill stratum 3, and second end is plugged in barricade ontology 2.Gabion 1 and the structure of setting
Make column 4, collar tie beam 5 and anchor pole 6, make to form effect of contraction between barricade ontology 2 and fill stratum 3, ensure that barricade gabion 1 it
Between, the overall stability of barricade ontology 2 and fill stratum 3.Stability when even if the height of barricade ontology 2, fill stratum 3 is higher
It can ensure.
As shown in Figure 1 to Figure 3, it is preferable that multiple gabions 1 are successively constructed from the bottom to top, could be provided as two layers, three
Layer, four layers of even more multilayer, the shape constructed is rectangular or multi-stage stairs shape, and in Fig. 1, multiple gabions 1 are under
It is supreme to be set as four layers, respectively first layer gabion 11, second layer gabion 12, third layer gabion from the bottom to top
13 and the 4th layer of gabion 14.Preferably, the second end of the anchor pole 6 be located at adjacent upper and lower two layers of gabion 1 it
Between, collar tie beam 5, anchor pole 6 elevation determine that in the utility model, the anchor pole 6 is located at second layer gabion net by being pre-designed to calculate
Between case 12 and third layer gabion 13, according to earth-retaining height and Structure Calculation, can adjust gabion 1 the number of plies and
The spacing of anchor pole 6.Preferably, the second end of every anchor pole 6 is anchored at by dowel 61 in corresponding collar tie beam 5, and the anchor pole 6 can
Select grouting rock bolt.
As shown in Figure 1 to Figure 3, it is preferable that every constructional column 4 from top to bottom runs through entire barricade ontology 2, it is ensured that entire gear
The strength and stability of wall ontology 2.Preferably, the native side 200 of facing of the barricade ontology 2 is equipped with geotextiles 21, avoids fill stratum 3
Soil enter in barricade ontology 2.Preferably, the side near water 201 of the barricade ontology 2 is equipped with the concrete lattice ridge 7, the concrete lattice ridge
7 can select plain concrete or armored concrete, and jackstone is equipped between the concrete lattice ridge 7 and the barricade ontology 2 and is protected
Lattice guest's gabion can be used in foot 71, the jackstone spats 71.Preferably, slope greening is planted on fill stratum 3.
Second technical problem to be solved in the utility model is to provide a kind of construction method of lattice guest cage barrier wall structure, packet
Include following steps：
S1, by riverain bottom of river channel setting first layer gabion 11, and in first layer gabion 11 into
4 formwork erection of row constructional column simultaneously extends to designated position upwards, which is usually the top of barricade ontology 2, and reinforcing bar is carried out to constructional column 4
Building stones are filled in concrete construction in first layer gabion 11 after construction；
S2, second layer gabion 12 is set above first layer gabion 11, by second layer gabion 12 with it is right
The first layer gabion 11 answered is bound, and formwork erection is carried out to collar tie beam 5 on second layer gabion 12, anchor of constructing after the completion of formwork erection
Bar 6 makes the first end of every anchor pole 6 extend into fill stratum 3, and second end is connected in collar tie beam 5, mixed to 5 pouring reinforcement of collar tie beam
Solidifying soil, fills building stones in second layer gabion 12 after pouring.
S3, third layer gabion 13 is set above second layer gabion 12, by third layer gabion 13 with it is right
The second layer gabion 12 answered is bound, and building stones are filled in third layer gabion 13.
S4, above third layer gabion 13 be arranged the 4th layer of gabion 14, by the 4th layer of gabion 14 with it is right
The third layer gabion 13 answered is bound, and building stones are filled in the 4th layer of gabion 13.
S5, the gabion 1 if you need to build more layers are successively built by the method for above-mentioned S3 or S4 steps.
After S6, gabion 1 are built, the concrete lattice ridge 7 and jackstone spats 71 are applied before barricade ontology 2 carries out wall
Work, then face native side 200 in barricade ontology 2 and geotextiles 21 are set, finally carry out barricade ontology 2 face 200 backfill 3 construction of native side and
Plant slope protection greening.
In conclusion lattice guest's cage barrier wall structure of the utility model, barricade gabion is set by constructional column, collar tie beam
It sets, globality, safety are good, and an entirety is connected by the soil body after grouting rock bolt and wall, even if earth-retaining height is higher, gear
The safety and stability of wall is also that can ensure.In addition to keeping traditional preferable ecological, landscape of lattice guest's cage barricade, also have very
High stability and safety, adapts to the higher-height requirement of earth-retaining and construction technology is simple.In conclusion the utility model
It effectively overcomes various shortcoming in the prior art and has high industrial utilization.
The above embodiments are only illustrative of the principle and efficacy of the utility model, new not for this practicality is limited
Type.Any person skilled in the art can all carry out above-described embodiment under the spirit and scope without prejudice to the utility model
Modifications and changes.Therefore, such as those of ordinary skill in the art without departing from the revealed essence of the utility model
All equivalent modifications completed under refreshing and technological thought or change, should be covered by the claim of the utility model.
Claims (8)
1. a kind of lattice guest cage barrier wall structure is set to the bank in river, including several are filled with the gabion (1) of building stones,
All gabions (1) are connected to each other to form barricade ontology (2), and the barricade ontology (2) is faced native side (200) and filled out
Soil layer (3) abuts, which is characterized in that the more constructional columns (4) being arranged in a row along riverbank are equipped in the barricade ontology (2),
Collar tie beam (5), the constructional column (4) and adjacent collar tie beam (5) concrete mutually are equipped between adjacent constructional column (4)；Lattice guest's cage barricade
Structure further includes more anchor poles (6), and the first end of every anchor pole (6) is plugged in fill stratum (3), and second end is plugged in barricade sheet
In body (2).
2. lattice guest cage barrier wall structure according to claim 1, it is characterised in that：Multiple gabions (1) from the bottom to top by
Layer construction is in multi-stage stairs shape.
3. lattice guest cage barrier wall structure according to claim 2, it is characterised in that：The second end of the anchor pole (6) is located at phase
Between adjacent upper and lower two layers of gabion (1).
4. lattice guest cage barrier wall structure according to claim 1, it is characterised in that：The second end of every anchor pole (6) passes through anchor
Muscle is anchored in corresponding collar tie beam (5).
5. lattice guest cage barrier wall structure according to claim 1, it is characterised in that：The anchor pole (6) is grouting rock bolt.
6. lattice guest cage barrier wall structure according to claim 1, it is characterised in that：Every constructional column (4) is from top to bottom run through
Entire barricade ontology (2).
7. lattice guest cage barrier wall structure according to claim 1, it is characterised in that：The barricade ontology (2) faces native side
(200) geotextiles (21) are equipped with.
8. lattice guest cage barrier wall structure according to claim 1, it is characterised in that：The side near water of the barricade ontology (2)
(201) it is equipped with the concrete lattice ridge (7), jackstone spats is equipped between the concrete lattice ridge (7) and the barricade ontology (2)
(71)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721757354.6U CN207685782U (en) | 2017-12-15 | 2017-12-15 | Lattice guest's cage barrier wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721757354.6U CN207685782U (en) | 2017-12-15 | 2017-12-15 | Lattice guest's cage barrier wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207685782U true CN207685782U (en) | 2018-08-03 |
Family
ID=62997551
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721757354.6U Active CN207685782U (en) | 2017-12-15 | 2017-12-15 | Lattice guest's cage barrier wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207685782U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440726A (en) * | 2018-12-27 | 2019-03-08 | 国家海洋局第二海洋研究所 | Built hard sea wall ecology structure system and method for construction |
| CN109930550A (en) * | 2017-12-15 | 2019-06-25 | 上海勘测设计研究院有限公司 | Lattice guest's cage barrier wall structure and construction method |
-
2017
- 2017-12-15 CN CN201721757354.6U patent/CN207685782U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930550A (en) * | 2017-12-15 | 2019-06-25 | 上海勘测设计研究院有限公司 | Lattice guest's cage barrier wall structure and construction method |
| CN109440726A (en) * | 2018-12-27 | 2019-03-08 | 国家海洋局第二海洋研究所 | Built hard sea wall ecology structure system and method for construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107503257B (en) | One kind being close to mountain high-filled subgrade stabilization and Deformation control structure and construction method | |
| CN106836275B (en) | Landscape eco-friendly retaining wall for rapidly protecting tillite slope and implementation method | |
| CN105155558A (en) | Combined retaining structure and construction method thereof | |
| CN105586984A (en) | Fast-assembly cast-in-place type reinforced soil retaining wall and construction method thereof | |
| CN105332380B (en) | Strut changing structure and method for underground building | |
| JP2018505980A (en) | Retaining wall method of precast block to prevent landslide | |
| CN108661069A (en) | Close on the wall piled anchor composite structure and method of old Retaining Wall Reinforcement under the load of river road surface | |
| CN109930550A (en) | Lattice guest's cage barrier wall structure and construction method | |
| CN207685782U (en) | Lattice guest's cage barrier wall structure | |
| CN109750571A (en) | A kind of road landslide emergency and permanent supporting and retaining system integral structure and construction method | |
| JP2009167656A (en) | Bed protection structure | |
| CN107447731B (en) | A kind of mixed dam and its construction method | |
| CN206902734U (en) | A kind of earth construction of soft foundation zone | |
| CN203284795U (en) | Buttressed retaining wall with anchor board | |
| CN107090804B (en) | A kind of flexible net debris flow dam and its construction method | |
| CN203593996U (en) | Structural body for preventing and controlling starting of trench debris flows | |
| CN205669211U (en) | A kind of prefabricated Gravity Retaining Wall | |
| CN104005370B (en) | The reinforced earth lightweight revetment barricade of the ecological mask of building-block and construction method thereof | |
| CN210216318U (en) | Ecological river course side slope protective structure | |
| CN210827555U (en) | Ecological reinforced earth retaining wall slope protection that red mudstone packed | |
| CN203007961U (en) | Gabion cofferdam structure | |
| CN107604940A (en) | A kind of steel pipe grid Expansive Soils Retaining Wall and its construction method | |
| CN204401557U (en) | The vertical bank protection structure of a kind of Novel direct | |
| CN204112363U (en) | Barricade, blocking dam, river levee, the drainage groove of a kind of brick body and formation thereof | |
| KR102116085B1 (en) | A Eco-friendly retain wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wen Rui Inventor after: Bai Baozhong Inventor after: Chen Li Inventor after: An Hua Inventor after: Qi Jiang Inventor after: Zhao Yinghua Inventor before: Wen Rui Inventor before: Bai Baozhong Inventor before: Chen Li Inventor before: An Hua Inventor before: Qi Hong Inventor before: Zhao Yinghua |