CN209066479U - Assembled green ecological reinforced earth retaining wall - Google Patents
Assembled green ecological reinforced earth retaining wall Download PDFInfo
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- CN209066479U CN209066479U CN201821528410.3U CN201821528410U CN209066479U CN 209066479 U CN209066479 U CN 209066479U CN 201821528410 U CN201821528410 U CN 201821528410U CN 209066479 U CN209066479 U CN 209066479U
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- prefabricated components
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- retaining wall
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Abstract
Assembled green ecological reinforced earth retaining wall effectively expands its scope of application and it is enable preferably to coordinate with environment so that reinforced earth retaining wall can be used as the carrier of ecological afforestation.The inclusion enclave and place Min layers that code including metope builds in wall behind are set to interior TGXG of banketing, and the front backrush inclusion enclave of TGXG and connect with metope.The metope is located on cup-shaped foundation, it is assembled by prefabricated components unit transverse, longitudinal direction, longitudinally adjacent two prefabricated components unit forms vertical clamping by tenon, groove thereon, and cast-in-place reinforced concrete upright column is arranged between laterally adjacent prefabricated components unit and forms lateral clamping to it.The prefabricated components unit has the implant plate being connected as one and backboard, opens up draining window on backboard, is filled in implant plate for planting green plants planting soil.The connection pull ring protruded backward is fixedly installed on backboard, each TGXG is fixedly connected with pull ring is connect.
Description
Technical field
The utility model relates to civil engineering, in particular to a kind of assembled green ecological reinforced earth retaining wall.
Background technique
The whole composite construction that reinforced earth retaining wall is made of filler, lacing wire and shingle nail.Shingle nail, which plays, to be prevented from drawing
The lateral extrusion that bankets, transmitting soil pressure between muscle and the effect convenient for the fixed laying of lacing wire.Reinforced earth retaining wall is as a kind of
Point supporting system, the overall performance of structure is improved by panel-lacing wire-filler interaction, it is certain by generating
Deformation discharge soil pressure, to guarantee the monolithic stability of structure.Prefabricated panel reinforced earth bulkhead is under geological process
Be adapted to bigger deformation, and assembled panel can be prefabricated in advance so that the construction of reinforced earth bulkhead more efficiently and
It is economical.Common prefabricated panel material has concrete, armored concrete, the rectangular slab of stone and slabstone etc. in engineering at present, deficiency
Place is that the regional traditional type reinforced earth retaining wall high for aesthetic seems not friendly enough.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of assembled green ecological reinforced earth retaining walls, so that
Reinforced earth retaining wall can be used as the carrier of ecological afforestation, effectively expands its scope of application and it is enable preferably to coordinate with environment.
It is as follows that the utility model solves technical solution used by its technical problem:
The assembled green ecological reinforced earth retaining wall of the utility model, the code including metope are built in the package of wall behind
Body and place Min layers are set to interior TGXG of banketing, and the front backrush inclusion enclave of TGXG and connect with metope, feature
Be: the metope is located on cup-shaped foundation, by prefabricated components unit transverse, longitudinal assembled, longitudinally adjacent two prefabricated structure
Part unit forms vertical clamping by tenon, groove thereon, and cast-in-place steel is arranged between laterally adjacent prefabricated components unit
Reinforced concrete column and lateral clamping is formed to it；The prefabricated components unit has the implant plate being connected as one and backboard,
Draining window is opened up on backboard, is filled in implant plate for planting green plants planting soil；It is fixedly installed on backboard and to protrude backward
Pull ring is connected, each TGXG is fixedly connected with pull ring is connect.
The utility model has the beneficial effects that reinforced earth retaining wall can be used as the carrier of ecological afforestation, it is suitable effectively to expand it
With range and it is enable preferably to coordinate with environment；Metope is assembled by prefabricated components unit transverse, longitudinal direction, easy for construction；
Prefabricated components unit prefabricated, field erected mode, high production efficiency using factory's mold, and advantageously ensure that construction quality and
Reduce project cost.
Detailed description of the invention
This specification includes following four width attached drawing:
Fig. 1 is the structural schematic diagram of the utility model assembled green ecological reinforced earth retaining wall；
Fig. 2 is the top view of prefabricated components unit in the utility model assembled green ecological reinforced earth retaining wall；
Fig. 3 is that the erection method of prefabricated components unit in the utility model assembled green ecological reinforced earth retaining wall shows
Meaning；
Fig. 4 is the cross-sectional view of the line A-A along Fig. 3.
Component, toponym and corresponding label are shown in figure: prefabricated components unit 10, flange plate 12, is planted at backboard 11
Raw plate 13, draining window 14, connection pull ring 15, tenon 16, groove 17, cap beam 18, reinforced concrete upright column 20, inclusion enclave 21, soil
Work grid 22, banket 23, cup-shaped foundation 30.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
Referring to Fig.1 and Fig. 4, the assembled green ecological reinforced earth retaining wall of the utility model, the code including metope build in
The inclusion enclave 21 and place Min layers of wall behind are set to the TGXG 22 banketed in 23, the front backrush package of TGXG 22
It body 21 and is connect with metope.The metope is located on cup-shaped foundation 30, by 10 transverse direction of prefabricated components unit, longitudinal assembly
At longitudinally adjacent two prefabricated components unit 10 forms vertical clamping by tenon 16, groove 17 thereon, and laterally adjacent is prefabricated
Cast-in-place reinforced concrete upright column 20 is set between member unit 10 and forms lateral clamping to it；The prefabricated components unit 10
With the implant plate 13 and backboard 11 being connected as one, draining window 14 is opened up on backboard 11, is filled in implant plate 13 for planting
Green plants planting soil；Be fixedly installed the connection pull ring 15 protruded backward on backboard 11, each TGXG 22 with connect pull ring 15
It is fixedly connected.Metope may also reach up the purpose of ecological afforestation while as primary structure member, effectively expand reinforced earth gear
The scope of application of cob wall is allowed to preferably coordinate with environment.Metope is lateral by prefabricated components unit 10, longitudinal assembled,
It is easy for construction.Prefabricated components unit 10 prefabricated, field erected mode, high production efficiency using factory's mold, and be conducive to protect
It demonstrate,proves construction quality and reduces project cost.
Referring to Fig. 2, Fig. 3 and Fig. 4, the both lateral sides of the prefabricated components unit 10 also have and implant plate 13 and backboard 11
The flange plate 12 being integrated is consolidated, flange plate 12 is in inverted L shape, laterally by its adjacent wing between assembled prefabricated components unit 10
The vertical cavity of 12 outer wall of listrium formation cast-in-situ steel reinforced concrete column 20.Referring to Fig. 4, the plate face of the implant plate 13 is to extension
The front end face of flange plate 12 out, and inclination upwards.The draining window 14 is located at implant plate 13 and 11 intersection part of backboard or more.
Referring to Fig.1, prefabricated components unit 10 is precast member for reinforcing bar concrete, using shaper the factorial production, matter
It measures reliable and stable.Laterally assembled first layer prefabricated components unit 10 is mounted on cup-shaped foundation 30, must place smooth, height one
It causes directly, 1:2 cement mortar screeding can be used.Longitudinal assembled each mounting height of top prefabricated components unit 10 is no more than 3m, so
Construction reinforced bar concrete column 20 afterwards is further continued for assembly top prefabricated components 10.Cast-in-place concrete shape on the top surface of the metope
At cap beam 18.
Wall main bodymain body part backfills planting soil in implant plate 13 after having constructed, after planting, after growing a period of time
Root system of plant enters wall by draining window 13 and carries on the back embankment 31, and retaining wall and soil layer are linked together.
The distributing bar of reinforced concrete upright column 20 is fabricated by design requirement, and binds forming, and armored concrete is vertical
Column 20 is put into vertical cavity when constructing, then casting concrete, concrete strength meet specification and design requirement.Cup foundation 30
It can start construction in layer after reaching 70% or more with 20 intensity of reinforced concrete upright column and banket 23,22 cubic metres of earth of TGXG layerings
Rolling and placement to TGXG 22 is laid with height, and earthwork compactness reaches design requirement.TGXG 22 uses novel high polymer
It polymerize geosynthetics, TGXG 22 is fixed around soil connection 15 backrush inclusion enclave 21 of pull ring.Inclusion enclave 21 is using permeable
Geotextile bagged sand presss from both sides gravel.It is sequentially completed to banket by above-mentioned steps and 23 fill and the installation of TGXG 22 is to designed elevation.
Some principles of the utility model assembled green ecological reinforced earth retaining wall described above that only explains through diagrams,
Shown in being not intended to for the utility model to be confined to and in the specific structure and the scope of application, thus it is all it is all may be sharp
Corresponding modification and equivalent, belong to the applied the scope of the patents of the utility model.
Claims (4)
1. assembled green ecological reinforced earth retaining wall, the code including metope is built in the inclusion enclave (21) of wall behind, and layering
It is layed in the TGXG (22) banketed in (23), the front backrush inclusion enclave (21) of TGXG (22) and is connect with metope,
It is characterized in that: the metope is located on cup-shaped foundation (30), and it is lateral by prefabricated components unit (10), longitudinal assembled, it indulges
Vertical clamping is formed by tenon (16), groove (17) thereon to adjacent two prefabricated components unit (10), laterally adjacent is pre-
Cast-in-place reinforced concrete upright column (20) is set between member unit (10) processed and forms lateral clamping to it；The prefabricated components
Unit (10) has the implant plate (13) being connected as one and backboard (11), and draining window (14), implant plate are opened up on backboard (11)
(13) it is filled on for planting green plants planting soil；The connection pull ring (15) protruded backward is fixedly installed on backboard (11), respectively
TGXG (22) is fixedly connected with pull ring (15) is connect.
2. assembled green ecological reinforced earth retaining wall as described in claim 1, it is characterized in that: the prefabricated components unit
(10) both lateral sides, which also have, consolidates the flange plate (12) being integrated with implant plate (13) and backboard (11), and flange plate (12) is in
Inverted L shape laterally forms cast in place reinforced bar coagulation by its adjacent flange plate (12) outer wall between assembled prefabricated components unit (10)
The vertical cavity of native column (20).
3. assembled green ecological reinforced earth retaining wall as claimed in claim 2, it is characterized in that: the plate of the implant plate (13)
The front end face of flange plate (12) is stretched out forward, and inclination upwards；The draining window (14) is located at implant plate (13) and backboard
(11) more than intersection part.
4. assembled green ecological reinforced earth retaining wall as described in claim 1, it is characterized in that: existing on the top surface of the metope
Pouring concrete forms cap beam (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821528410.3U CN209066479U (en) | 2018-09-18 | 2018-09-18 | Assembled green ecological reinforced earth retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821528410.3U CN209066479U (en) | 2018-09-18 | 2018-09-18 | Assembled green ecological reinforced earth retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209066479U true CN209066479U (en) | 2019-07-05 |
Family
ID=67092768
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821528410.3U Active CN209066479U (en) | 2018-09-18 | 2018-09-18 | Assembled green ecological reinforced earth retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209066479U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747888A (en) * | 2019-10-28 | 2020-02-04 | 中铁二院工程集团有限责任公司 | Assembly gravity type retaining wall structure and construction method |
| CN115897658A (en) * | 2022-11-10 | 2023-04-04 | 中铁二院工程集团有限责任公司 | Reinforced retaining wall structure and construction method thereof |
-
2018
- 2018-09-18 CN CN201821528410.3U patent/CN209066479U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747888A (en) * | 2019-10-28 | 2020-02-04 | 中铁二院工程集团有限责任公司 | Assembly gravity type retaining wall structure and construction method |
| CN115897658A (en) * | 2022-11-10 | 2023-04-04 | 中铁二院工程集团有限责任公司 | Reinforced retaining wall structure and construction method thereof |
| CN115897658B (en) * | 2022-11-10 | 2024-04-26 | 中铁二院工程集团有限责任公司 | Reinforced retaining wall structure and construction method thereof |
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