CN208219673U - Greening Retaining Wall construction between stake - Google Patents
Greening Retaining Wall construction between stake Download PDFInfo
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- CN208219673U CN208219673U CN201820029301.0U CN201820029301U CN208219673U CN 208219673 U CN208219673 U CN 208219673U CN 201820029301 U CN201820029301 U CN 201820029301U CN 208219673 U CN208219673 U CN 208219673U
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- retaining wall
- stake
- groove profile
- side groove
- profile web
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Abstract
Greening Retaining Wall construction, integrates protection and greening between stake, has not only met the security and stability requirement of high gradient slope supporting and retaining system, but also realize greening function.Including the anchor pile set in a row along side slope lateral separation, and the retaining wall being set between adjacent two anchor pile.The retaining wall is laterally in a row assembled, longitudinal assembled in column by prefabricated retaining wall module.The prefabricated retaining wall module is made of the three-dimensional gridiron structure with plant growth space implant plate, squab panel and left side groove profile web, right side groove profile web, and adjacent two arrange setting armored concrete rib column in the vertical cavity formed between the left side groove profile web of prefabricated retaining wall module, right side groove profile web.Vertical interval setting anchor pole in the armored concrete rib column, the main body of each anchor pole extends into after retaining wall in Rock And Soil and anchor connection therewith, front exposure end are anchored in armored concrete rib column.
Description
Technical field
The utility model relates to Rail Highway high slope rockmass system, in particular to a kind of stake for having particular/special requirement to greening
Between New Supporting system.
Technical background
With flourishing for China railways and highway construction cause, occur in process of construction more and more high steep
Side slope.Area especially extremely complex in topography and geomorphology, that geological structure is extremely developed, high gradient slope increase construction and operation
Difficulty, while the stability of side slope causes great test.In order to reduce slope height, enhance slope stability, " layering
The reinforcing thinking of reinforcing, stable slope foot " is applied to more and more in high slope design work, the combination of wall between stake and stake
The project slash of (such as inter-pile soil follows closely wall, pile plate wall) also comes into being, in order to prevent inter-pile soil body from squeezing out between stake,
Barricade is often built between adjacent studs, forms wall joint reinforcement measure between stake.
In terms of Afforestation Landscape, traditional retaining wall between piles have isolated greening system, and the stiff color of lines is gloomy, give
Thick and heavy, dull feeling；And cast-in-place construction makes construction and maintenance work more inconvenient；With the requirement to construction site compared with
High, duration longer adverse effect.
In fact, retaining wall between piles, other than should have basic supporting role, it also belongs to one of landscape simultaneously
Point.Many researchs have also been made in domestic and international project technical staff in terms of barricade greening.Trowel used for plastering is carried out for example, by using faced deorative engineering
The beautification of work barricade, Fill Reinforced With Geogrids replace bricklaying barricade, setting planting groove to plant Climbing Plant greening in conjunction with greening vegetation
Embedding hole of barricade, barricade etc., however the most artificial trace of these ways is dense, protective capacities reduces, effect is not satisfactory.
Utility model content
The technical problem to be solved by the utility model is to provide Retaining Wall construction, collection protection are afforested between a kind of stake
With greening in one, the security and stability requirement of high gradient slope supporting and retaining system was not only met, but also realize greening function.
It is as follows that the utility model solves technical solution used by its technical problem:
Retaining Wall construction is afforested between the stake of the utility model, including the anchoring set in a row along side slope lateral separation
Stake, and the retaining wall being set between adjacent two anchor pile, it is characterized in that: the retaining wall is lateral by prefabricated retaining wall module
It is in a row assembled, longitudinal assembled in column；The prefabricated retaining wall module is by implant plate, squab panel and left side groove profile web, the right side
Side channel type web constitutes the three-dimensional gridiron structure with plant growth space, the left side groove profile of the prefabricated retaining wall module of adjacent two column
Armored concrete rib column is set in the vertical cavity formed between web, right side groove profile web；In the armored concrete rib column
Vertical interval setting anchor pole, the main body of each anchor pole extends into after retaining wall in Rock And Soil and anchor connection therewith, front exposure end
It is anchored in armored concrete rib column.
The beneficial effects of the utility model are mainly reflected in following aspects:
1, by carrying out Greening Design to traditional masonry structure, retaining wall between piles are made to constitute one of green ecological denfense, both
The effect on its structure stress has been played, while having given full play to it and afforesting aesthetic function, has organically combined it with natural environment, it is real
The aesthetic feeling of existing harmony between man and nature；
2, assembled barricade wall using batch production standard, construct by prefabricated, in-site installation, shortens completion time of project, dry wall
Body construction quality is easily controllable；
3, between stake barricade often across by it is multiple it is small constituted across greening assembled barricade, according to soil arching effect after wall, assembled gear
The more general retaining wall between piles of wall stress greatly reduce, and further ensure the stability of barricade；
4, greening assembled barricade is using anchor pole between rib column, so that soil body effective connection and anchoring after wall and wall, thus
Wall assumes responsibility for part power, thus stress performance is more excellent, and the more general assembled greening soil blocking wall of structure is safer.
Detailed description of the invention
This specification includes following ten width attached drawing:
Fig. 1 is the elevation of greening Retaining Wall construction between the utility model stake；
Fig. 2 is the cross-section diagram of greening Retaining Wall construction between the utility model stake；
Fig. 3 is that prefabricated retaining wall module is laterally in a row assembled in greening Retaining Wall construction between the utility model stake
Schematic diagram；
Fig. 4 be between the utility model stake in greening Retaining Wall construction prefabricated retaining wall module laterally in a row it is assembled,
The stereoscopic schematic diagram of vertical assembly in column；
Fig. 5 is the main view of prefabricated retaining wall module in greening Retaining Wall construction between the utility model stake；
Fig. 6 is the left view of the main view of prefabricated retaining wall module in greening Retaining Wall construction between the utility model stake
Figure；
Fig. 7 is the vertical view of the main view of prefabricated retaining wall module in greening Retaining Wall construction between the utility model stake
Figure；
Fig. 8 is the solid of the main view of prefabricated retaining wall module in greening Retaining Wall construction between the utility model stake
Figure；
Fig. 9 is drip irrigation system schematic diagram in greening Retaining Wall construction between the utility model stake；
Figure 10 is drip irrigation system schematic diagram in greening Retaining Wall construction between the utility model stake.
Component and corresponding label: anchor pile 10, armored concrete rib column 11, anchor pole 20, prefabricated retaining wall are shown in figure
Module 30, implant plate 31, squab panel 32, draining window 33, left side groove profile web 34, right side groove profile web 35, hole for hoist 36, dowel
37, ribbed stiffener 38, pipe clamp 40, main-supply 41, trunk standpipe 42, drip irrigation pipe 43, shutoff valve 44, anchor pole space D 1.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
Referring to Figures 1 and 2, Retaining Wall construction is afforested between the stake of the utility model, including along side slope lateral separation
The anchor pile 10 set in a row, and the retaining wall being set between adjacent two anchor pile 10.Referring to Fig. 3 and Fig. 4, the earth-retaining
Wall is laterally in a row assembled, longitudinal assembled in column by prefabricated retaining wall module 30.The prefabricated retaining wall module 30 is given birth to by planting
Plate 31, squab panel 32 and left side groove profile web 34, right side groove profile web 35 constitute the three-dimensional sash knot with plant growth space
Structure.Referring to Fig. 3, formed between the left side groove profile web 34 of the prefabricated retaining wall module 30 of adjacent two column, right side groove profile web 35
Armored concrete rib column 11 is set in vertical cavity.Referring to Fig. 2, vertically anchor pole 20, each anchor pole is arranged in interval in the rib column 11
20 main body extends into after retaining wall in Rock And Soil and anchor connection therewith, front exposure end are anchored in rib column 11.
Afforesting Retaining Wall referring to Fig. 2, between the utility model stake is a kind of improvement to traditional retaining wall between piles.It is logical
It crosses and retaining wall between piles and soil nail wall is changed to greening assembled barricade, to guarantee high gradient slope safety and stability, while making again
It gives full play to Afforestation Landscape effect, realizes that retaining wall between piles develop from simple function to multifunctional direction, also, assembled is kept off
The cob wall construction period, more traditional barricade was short, and quality is more conducive to control.Anchor pole 20 is set in reinforcing bar rib column 11, anchor pole 20 is squeezed into
After wall in the natural soil body, improve stress performance using the effective connection between soil body three after anchor pole, barricade, wall, enhancing finishes
The safety of structure.
Referring to Fig. 5 to Fig. 8, it is provided with joggle step on the upper and lower end face of the prefabricated retaining wall module 30, makes vertically to spell
The contiguous prefabricated retaining wall module 30 of dress will not misplace.The draining window towards side slope surface is opened up on the squab panel 32
33, implant plate 31 is formed slopely slope surface upwards from the inside to the outside, and planting soil is backfilled in the slope surface, plants green plants.The rear wall
Plate 32, implant plate 31 are horizontally arranged at interval ribbed stiffener 38, and draining window 33 can be used as water body excretion and root system of plant and nature after wall
The channel of soil body connection, is conducive to the growth of green plants.It is arranged on the left side groove profile web 34, right side groove profile web 35 and hangs
Hole 36 is filled, and is embedded with dowel 37.
Referring to Fig. 9 and Figure 10, it is provided with drip irrigation system between adjacent two anchor pile 10, drip irrigation system includes and main-supply
The 41 trunk standpipes 42 being connected, vertical interval connection drip irrigation pipe 43 on trunk standpipe 42, each drip irrigation pipe 43 it is logical live laterally in a row
The top of the implant plate 31 of assembled each prefabricated retaining wall module 30, and be embedded in planting soil.When main-supply 41 and city supply
When water system is connected, shutoff valve 44 is set on trunk standpipe 42 between the trunk standpipe 42 and main-supply 41.
The above is some principles of greening Retaining Wall construction between explaining through diagrams the utility model stake, and
It is non-be the utility model is confined to shown in and the specific structure and the scope of application in, therefore all may be utilized
It is corresponding modification and equivalent, belong to the applied the scope of the patents of the utility model.
Claims (7)
1. Retaining Wall construction is afforested between, including the anchor pile (10) set in a row along side slope lateral separation, Yi Jishe
The retaining wall being placed between adjacent two anchor pile (10), it is characterized in that: the retaining wall is lateral by prefabricated retaining wall module (30)
It is in a row assembled, longitudinal assembled in column；The prefabricated retaining wall module (30) is by implant plate (31), squab panel (32) and left side
Groove profile web (34), right side groove profile web (35) constitute the three-dimensional gridiron structure with plant growth space, and adjacent two column are prefabricated
Reinforcing bar is set in the vertical cavity formed between the left side groove profile web (34) of retaining wall module (30), right side groove profile web (35)
Concrete rib column (11)；Vertically interval setting anchor pole (20), the main body of each anchor pole (20) on the armored concrete rib column (11)
It extends into after retaining wall in Rock And Soil and anchor connection therewith, front exposure end is anchored on armored concrete rib column (11).
2. Retaining Wall construction is afforested between stake as described in claim 1, it is characterized in that: the prefabricated retaining wall module
(30) joggle step is provided on upper and lower end face.
3. Retaining Wall construction is afforested between stake as claimed in claim 2, it is characterized in that: opening up on the squab panel (32)
Towards the draining window (33) of side slope surface, implant plate (31) is formed slopely slope surface upwards from the inside to the outside.
4. Retaining Wall construction is afforested between stake as claimed in claim 3, it is characterized in that: the squab panel (32), plant life
Plate (31) is horizontally arranged at interval ribbed stiffener (38).
5. Retaining Wall construction is afforested between stake as claimed in claim 3, it is characterized in that: the left side groove profile web
(34), hole for hoist (36) are set on right side groove profile web (35), and are embedded with dowel (37).
6. Retaining Wall construction is afforested between stake as described in claim 1, it is characterized in that: adjacent two anchor pile (10)
Between be provided with drip irrigation system, drip irrigation system includes the trunk standpipe (42) being connected with main-supply (41), trunk standpipe
(42) vertically interval connects drip irrigation pipe (43) on, each prefabricated retaining wall module of the logical firmly lateral in a row assembly of each drip irrigation pipe (43)
(30) top of implant plate (31).
7. Retaining Wall construction is afforested between stake as claimed in claim 6, it is characterized in that: the trunk standpipe (42) and master
Shutoff valve (44) are set on trunk standpipe (42) between water supplying pipe (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820029301.0U CN208219673U (en) | 2018-01-08 | 2018-01-08 | Greening Retaining Wall construction between stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820029301.0U CN208219673U (en) | 2018-01-08 | 2018-01-08 | Greening Retaining Wall construction between stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219673U true CN208219673U (en) | 2018-12-11 |
Family
ID=64533181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820029301.0U Active CN208219673U (en) | 2018-01-08 | 2018-01-08 | Greening Retaining Wall construction between stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208219673U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166514A (en) * | 2018-01-08 | 2018-06-15 | 中铁二院工程集团有限责任公司 | Greening Retaining Wall construction between stake |
| CN110453694A (en) * | 2019-08-13 | 2019-11-15 | 贵州甲克虫环境科技有限责任公司 | A kind of slope greening administers cover plate and preparation method thereof |
-
2018
- 2018-01-08 CN CN201820029301.0U patent/CN208219673U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166514A (en) * | 2018-01-08 | 2018-06-15 | 中铁二院工程集团有限责任公司 | Greening Retaining Wall construction between stake |
| CN110453694A (en) * | 2019-08-13 | 2019-11-15 | 贵州甲克虫环境科技有限责任公司 | A kind of slope greening administers cover plate and preparation method thereof |
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