CN209429163U - Assembled green ecological anchor slab retaining wall construction - Google Patents
Assembled green ecological anchor slab retaining wall construction Download PDFInfo
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- CN209429163U CN209429163U CN201821527757.6U CN201821527757U CN209429163U CN 209429163 U CN209429163 U CN 209429163U CN 201821527757 U CN201821527757 U CN 201821527757U CN 209429163 U CN209429163 U CN 209429163U
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Abstract
Assembled green ecological anchor slab retaining wall construction, so that anchor slab retaining wall metope may also reach up the purpose of ecological afforestation while as primary structure member.The entirety collectively constituted of banketing of metope and anchor plate is filled in by metope, pull rod, anchor plate.On the basis of the metope is located at, 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.
Description
Technical field
The utility model relates to civil engineering, in particular to a kind of assembled green ecological anchor slab retaining wall construction.
Background technique
With flourishing for railway construction in China cause, the requirement in process of construction to economy and adaptability is more next
It is higher.Especially it is limited, fills out in the place that topography and geomorphology is limited, works attribute is limited, such as end of the bridge high-fill roadbed slope
Station side platform is closed at square station.Above-mentioned two situations are as using extension bridge section or using gravity type (load retaining wall) barricade closing slope
Scheme necessarily will increase biggish investment, while gravity type (load retaining wall) barricade is higher to ground requirement for bearing capacity.Therefore it is
Investment is reduced, and is able to satisfy applicability, aesthetics and ensures subgrade stability, the mentality of designing of anchor slab retaining wall is by increasingly
It mostly being applied in the work of embankment Slope Design, a kind of composite structure that panel, lacing wire and filling body are formed also comes into being,
It has the characteristics that can prefabricated property, adaptable, good in economic efficiency, handsome in appearance.
Anchor slab retaining wall structure is a kind of light-duty supporting construction suitable for embankment, may be used as retaining wall, abutment, harbour
Bank-protection works.It has component section is small, architecture quality is light, flexible big, project amount saves, bricklaying quantity is few, component can be prefabricated, have
Conducive to Light-duty Structural and mechanized construction is realized, the features such as being suitable for bearing capacity lower soft foundation.Anchor slab retaining wall is
By the entirety for banketing collectively constituted between metope, pull rod, anchor plate and filling metope and anchor plate, by pull rod
Keeping the stabilization of retaining wall with the withdrawal resistance of anchor plate, the anchor plate in pull rod and its wall portion is embedded in backfill,
Withdrawal resistance derives from the passive resisting force to banket before anchor plate.Wherein the effect of shingle nail is to prevent banket lateral extrusion, transmitting soil
It pressure and is laid convenient for pull rod is fixed, and guarantees that filler and metope constitute and have effigurate entirety.Therefore shingle nail is not
Only there is certain intensity, to guarantee the stabilization of the tie rod end soil body, and it is expected to resist to require enough rigidity
Impact and shock effect.
The shingle nail used in domestic and international project at present mainly has: metal wall panel and concrete walls panel, from shape
Groove profile, arch, rectangle, cross, hexagon and cored slab etc. can be divided into.Its shortcoming is the ground high in aesthetic
Area, traditional type anchor slab retaining wall seem not friendly enough to environment.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of assembled green ecological anchor slab retaining wall construction, with
Anchor slab retaining wall metope is set to may also reach up the purpose of ecological afforestation while as primary structure member.
It is as follows that the utility model solves technical solution used by its technical problem:
The assembled green ecological anchor slab retaining wall of the utility model constructs, and is filled in metope by metope, pull rod, anchor plate
With the entirety collectively constituted of banketing of anchor plate, it is characterized in that: on the basis of the metope is located at, by prefabricated components unit
Laterally, longitudinal assembled, longitudinally adjacent two prefabricated components unit forms vertical clamping by tenon, groove thereon, laterally
Cast-in-place reinforced concrete upright column is set between 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 plant
Object planting soil.
The utility model has the beneficial effects that anchor slab retaining wall metope may also reach up life while as primary structure member
The purpose of state greening, has effectively expanded the scope of application of anchor slab retaining wall, has been allowed to preferably coordinate with environment；Metope is by prefabricated
Member unit is lateral, longitudinal assembled, easy for construction；Prefabricated components unit prefabricated, field erected side using factory's mold
Formula, high production efficiency, 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 anchor slab retaining wall construction；
Fig. 2 is the top view of prefabricated components in the utility model assembled green ecological anchor slab retaining wall construction；
Fig. 3 is the erection method signal of prefabricated components in the utility model assembled green ecological anchor slab retaining wall construction；
Fig. 4 is the cross-sectional view of the line A-A along Fig. 3.
Component, toponym and corresponding label be shown in figure: prefabricated components unit 10, backboard 11, flange plate 12,
Implant plate 13, draining window 14, reserved half bore 15, tenon 16, groove 17, reinforcing pull rod 20, anchor plate 21, billet 22, reinforcing bar are mixed
Solidifying soil column 23, cement mortar 25, basis 30, bankets 31 at PVC conduit 24.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
It constructs referring to Fig.1 with Fig. 4, the assembled novel fabricated green ecological anchor slab retaining wall of the utility model by wall
Face, pull rod 20, anchor plate 21 are filled in the entirety collectively constituted of banketing of metope Yu anchor plate 21.The metope is located at
On basis 30, lateral by prefabricated components unit 10, longitudinal assembled, longitudinally adjacent two prefabricated components unit 10 passes through thereon
Tenon 16, groove 17 form vertical clamping, and it is vertical that cast-in-place armored concrete is arranged between laterally adjacent prefabricated components unit 10
Column 23 and lateral clamping is formed to it.The prefabricated components unit 10 has the implant plate 13 being connected as one and backboard 11, back
Draining window 14 is opened up on plate 11, is filled in implant plate 13 for planting green plants planting soil.Anchor slab retaining wall metope is in conduct
May also reach up the purpose of ecological afforestation while primary structure member, effectively expanded the scope of application of anchor slab retaining wall, be allowed to
Environment can preferably be coordinated.Metope is lateral by prefabricated components unit 10, longitudinal assembled, easy for construction.Prefabricated components unit
10 using factory's molds prefabricated, field erected mode, high production efficiency, and advantageously ensure that construction quality and reduce engineering and make
Valence.
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 23.The backboard 11 of the prefabricated components unit 10 and two sides
Reserved half bore 15 is provided on flange plate 12, laterally the reserved half bore 15 of assembled prefabricated components unit 10 is formed for reinforcing pull rod
The 20 anchor pulling eyes passed through.
Referring to Fig. 4, PVC conduit 24 is set, and cement injection mortar 25 closes reinforcing pull rod in PVC conduit 24 in the anchor pulling eye
20, external 20 exposure end of the reinforcing pull rod suit billet 22 of anchor pulling eye and nut, the nut screwed make billet 22 act on the edge of a wing
On the front end face of plate 12.The plate face of the implant plate 13 forward extends out the front end face of flange plate 12, and inclination upwards.The row
Water 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 basis 30, and palpus placement is smooth, and height is consistent
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, then
Construction reinforced bar concrete column 23 is further continued for assembly top prefabricated components 10.
Anchor slab retaining wall main part backfills planting soil in implant plate 13 after having constructed, after planting, grow one section
Root system of plant enters wall by draining window 13 and carries on the back in soil layer after time, and retaining wall and soil layer are linked together.
The distributing bar of reinforced concrete upright column 23 is fabricated by design requirement, and binds forming, and armored concrete is vertical
Column 23 is put into vertical cavity when constructing, then casting concrete, concrete strength meet specification and design requirement.Armored concrete
Column 23 must draw hole location installation PVC conduit 24 in anchor before pouring.
After the concrete strength of reinforced concrete upright column 23 reaches 70%, placement in layers can be started and rolled to banket
31.It rolls every time to 20 top 20cm of reinforcing pull rod, earthwork compactness must reach design requirement.Cubic metre of earth must not fill to disturb and done
Good assembled green ecological barricade panel.
In reinforcing pull rod 20,21 position earth excavation groove of anchor plate to 20 absolute altitude of reinforcing pull rod, anchor plate 21, reinforcing pull rod are installed
20 and billet 11, it is anchored with nut check, flat, and the priming petock into PVC conduit 24 is rammed in groove earthwork landfill and hand compaction
Cement mortar 25.
The above is the utility model assembled novel fabricated green ecological anchor slab retaining wall structure that explains through diagrams
The some principles made are not intended to shown in being confined to the utility model and in the specific structure and the scope of application, therefore all
It is all corresponding modifications that may be utilized and equivalent, belongs to the applied the scope of the patents of the utility model.
Claims (5)
1. assembled green ecological anchor slab retaining wall constructs, metope and anchoring are filled in by metope, pull rod (20), anchor plate (21)
The entirety that the banketing of plate (21) (31) collectively constitutes, it is characterized in that: the metope is located on basic (30), by prefabricated structure
Part unit (10) is lateral, longitudinal assembled, and longitudinally adjacent two prefabricated components unit (10) passes through tenon (16), groove thereon
(17) form vertical clamping, be arranged between laterally adjacent prefabricated components unit (10) cast-in-place reinforced concrete upright column (23) and
Lateral clamping is formed to it；The prefabricated components unit (10) has the implant plate (13) being connected as one and backboard (11), back
Draining window (14) is opened up on plate (11), implant plate is filled on (13) for planting green plants planting soil.
2. assembled green ecological anchor slab retaining wall construction 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 (23).
3. assembled green ecological anchor slab retaining wall construction as claimed in claim 2, it is characterized in that: the prefabricated components unit
(10) it is provided with reserved half bore (15) on backboard (11) and two sides flange plate (12), laterally assembled prefabricated components unit (10)
Reserved half bore (15) form the anchor pulling eye that passes through for reinforcing pull rod (20).
4. assembled green ecological anchor slab retaining wall construction as claimed in claim 3, it is characterized in that: setting in the anchor pulling eye
PVC conduit (24), interior cement injection mortar (25) closing reinforcing pull rod (20) of PVC conduit (24), the external reinforcing pull rod of anchor pulling eye (20)
Exposure end suit billet (22) and nut, the nut screwed act on billet (22) on the front end face of flange plate (12).
5. assembled green ecological anchor slab retaining wall construction as claimed in claim 2, it is characterized in that: the implant plate (13)
Plate face forward extends out the front end face of flange plate (12), and inclination upwards；The draining window (14) is located at implant plate (13) and backboard
(11) more than intersection part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821527757.6U CN209429163U (en) | 2018-09-18 | 2018-09-18 | Assembled green ecological anchor slab retaining wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821527757.6U CN209429163U (en) | 2018-09-18 | 2018-09-18 | Assembled green ecological anchor slab retaining wall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209429163U true CN209429163U (en) | 2019-09-24 |
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ID=68006842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821527757.6U Active CN209429163U (en) | 2018-09-18 | 2018-09-18 | Assembled green ecological anchor slab retaining wall construction |
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| Country | Link |
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| CN (1) | CN209429163U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114457840A (en) * | 2021-12-14 | 2022-05-10 | 中建三局集团有限公司 | Construction method of assembled ecological retaining wall |
| CN116220100A (en) * | 2023-02-08 | 2023-06-06 | 西南交通大学 | Prefabricated assembled friction anchor plate composite retaining wall structure |
-
2018
- 2018-09-18 CN CN201821527757.6U patent/CN209429163U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114457840A (en) * | 2021-12-14 | 2022-05-10 | 中建三局集团有限公司 | Construction method of assembled ecological retaining wall |
| CN116220100A (en) * | 2023-02-08 | 2023-06-06 | 西南交通大学 | Prefabricated assembled friction anchor plate composite retaining wall structure |
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