CN209082553U - Retaining Wall structure - Google Patents

Retaining Wall structure Download PDF

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Publication number
CN209082553U
CN209082553U CN201821597590.0U CN201821597590U CN209082553U CN 209082553 U CN209082553 U CN 209082553U CN 201821597590 U CN201821597590 U CN 201821597590U CN 209082553 U CN209082553 U CN 209082553U
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CN
China
Prior art keywords
prefabricated
shingle nail
main reinforcement
wall
retaining wall
Prior art date
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Active
Application number
CN201821597590.0U
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Chinese (zh)
Inventor
陈曦
柴子奇
甘露
涂霞菲
王云龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Urban Construction Design Research Institute Group Co Ltd
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Shanghai Urban Construction Design Research Institute Group Co Ltd
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Priority to CN201821597590.0U priority Critical patent/CN209082553U/en
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Abstract

The utility model discloses a kind of Retaining Wall structures, including prefabricated anti-collision wall, the bottom of the prefabricated anti-collision wall is fixedly connected with prefabricated shingle nail, the bottom of the prefabricated shingle nail is fixedly connected with precast base, the precast base is mutually perpendicular to prefabricated shingle nail, the dry wall panel itself is provided with shingle nail main reinforcement, the shingle nail main reinforcement is tightly attached to the inner wall of prefabricated shingle nail in cube structure, the intermediate lumen portion of the shingle nail main reinforcement is provided with wall hooked bar, and the precast base is internally provided with pedestal main reinforcement.It paves the time increased with cement concrete strength the beneficial effects of the utility model are: having saved transport in traditional handicraft;The prefabricated and health of works is completed in precast plant, and prefabricated board quality can be guaranteed;The less pollution that precast assembly generates at the construction field (site), it is also substantially noiseless, it is relatively more environmentally friendly;Site operation is hardly influenced by high/low temperature, strong wind, light rain weather.

Description

Retaining Wall structure
Technical field
The utility model relates to technical field more particularly to a kind of Retaining Wall structures.
Background technique
With the rapid development of our country's economy, urbanization process is obviously accelerated, to solve urban traffic blocking status, various regions Area strengthens Transportation Infrastructure Construction.It is both needed to largely use in overhead, ring road ground section, ground bridge slope connecting section, high embankment section Retaining wall.Retaining wall mainly uses cast-in-place construction at present, but this construction method in duration particularly urgent, can not close for a long time Construction requirement is unable to satisfy in the case where traffic.It will lead to unit in charge of construction under special circumstances especially in order to shorten the construction period and blindly catch up with The case where work, sacrifice construction quality, occurs.
Therefore, how retaining wall to be combined to actually use demand, proposes a kind of assembled barricade suitable for majority of case Structure, effectively shortens the retaining wall construction period, is open to traffic in advance, becomes present road researcher technical problem urgently to be resolved.
Those skilled in the art are dedicated to solving above-mentioned technological deficiency.
Utility model content
In view of the above drawbacks of the prior art, the technical purpose of the utility model is to solve in above-mentioned background technique Existing defect.
To realize the above-mentioned technical purpose, the utility model provides a kind of Retaining Wall structure, including prefabricated anticollision Wall, the bottom of the prefabricated anti-collision wall are fixedly connected with prefabricated shingle nail, and the bottom of the prefabricated shingle nail is fixedly connected with prefabricated bottom Seat, the precast base are mutually perpendicular to prefabricated shingle nail, and the dry wall panel itself is provided with shingle nail main reinforcement, the wall Panel main reinforcement is tightly attached to the inner wall of prefabricated shingle nail in cube structure, and the intermediate lumen portion of the shingle nail main reinforcement is provided with Wall hooked bar, the precast base are internally provided with pedestal main reinforcement, and the pedestal main reinforcement is tightly attached to prefabricated in a cube graph structure The inner wall of pedestal, the intermediate lumen portion of the pedestal main reinforcement are provided with pedestal hooked bar, and the top of the shingle nail main reinforcement is also oblique To being fixedly installed with lateral bearing rod.
Further, the top and bottom of the prefabricated shingle nail are fixedly connected by pre-made sleeve, the prefabricated set The side wall of cylinder offers injected hole.
Further, the suspension centre for lifting is provided on the prefabricated shingle nail and precast base.
The utility model has the beneficial effects that
The utility model has been saved transport in traditional handicraft and has been paved and cement concrete strength increasing due to said structure design The long time;The prefabricated and health of works is completed in precast plant, and prefabricated board quality can be guaranteed;Precast assembly is being applied The less pollution that work scene generates, it is also substantially noiseless, it is relatively more environmentally friendly;Site operation is hardly by high/low temperature, strong wind, small The influence of rainy day gas.
Detailed description of the invention
Fig. 1 is the utility model Retaining Wall structural design drawing
Fig. 2 is the utility model Retaining Wall structural reinforcement design drawing.
Figure label: the prefabricated anti-collision wall of 1-;The prefabricated shingle nail of 2-;3- precast base;4- shingle nail main reinforcement;5- wall hook Muscle;6- pedestal main reinforcement;7- pedestal hooked bar;8- cross force muscle;9 pre-made sleeves.
Specific embodiment
Make furtherly below with reference to technical effect of the attached drawing to the design of the utility model, specific structure and generation It is bright, to be fully understood from the purpose of this utility model, feature and effect.
Embodiment:
A kind of Retaining Wall structure, including prefabricated anti-collision wall 1, the bottom of the prefabricated anti-collision wall 1 are fixedly connected pre- Shingle nail 2 processed.
The bottom of prefabricated shingle nail 2 is fixedly connected with precast base 3, and precast base 3 is mutually perpendicular to prefabricated shingle nail 2, institute It states prefabricated shingle nail 2 and is internally provided with shingle nail main reinforcement 4.
Shingle nail main reinforcement 4 is tightly attached to the inner wall of prefabricated shingle nail 2, the centre of the shingle nail main reinforcement 4 in cube structure Lumen portion is provided with wall hooked bar 5, and the precast base 3 is internally provided with pedestal main reinforcement 6, and the pedestal main reinforcement 6 is in vertical Square graph structure is tightly attached to the inner wall of precast base 3.
The intermediate lumen portion of pedestal main reinforcement 6 is provided with pedestal hooked bar 7, and the top of the shingle nail main reinforcement 4 is also oblique solid Dingan County is equipped with lateral bearing rod 8.
Retaining Wall structure setting is on 10cm rubble and 10cm15 element concrete foundation, using sitting slurry or prefabricated when assembly The box out mode of slip casting of pedestal fills board bottom gap, cuts away hanging ring at suspension centre after lifting positioning.
Successively hoisting prefabricated shingle nail and prefabricated anti-collision wall, and the anticollision applicable according to the selection of adjacent retaining wall tilt angle Wall length.Contiguous prefabricated retaining wall gap is then filled as is described in the claims.
The preferred embodiments of the present invention have been described in detail above.It should be appreciated that the ordinary skill people of this field Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks Technical staff passes through logic analysis, reasoning or limited reality according to the design of the utility model on the basis of existing technology in domain Available technical solution is tested, it all should be within the scope of protection determined by the claims.

Claims (6)

1. a kind of Retaining Wall structure, including prefabricated anti-collision wall (1), it is characterised in that: the bottom of the prefabricated anti-collision wall (1) Portion is fixedly connected prefabricated shingle nail (2), and the bottom of the prefabricated shingle nail (2) is fixedly connected precast base (3), the prefabricated bottom Seat (3) is mutually perpendicular to prefabricated shingle nail (2), and the prefabricated shingle nail (2) is internally provided with shingle nail main reinforcement (4), the wall Panel main reinforcement (4) is affixed on the inner wall of prefabricated shingle nail (2), and the intermediate lumen portion of the shingle nail main reinforcement (4) is provided with wall Hooked bar (5), the precast base (3) are internally provided with pedestal main reinforcement (6), and the pedestal main reinforcement (6) is affixed on precast base (3) Inner wall, the intermediate lumen portion of the pedestal main reinforcement (6) is provided with pedestal hooked bar (7), the top of the shingle nail main reinforcement (4) It is also oblique to be fixed with lateral bearing rod (8).
2. a kind of Retaining Wall structure according to claim 1, it is characterised in that: the prefabricated shingle nail (2) Top and bottom pass through pre-made sleeve (9) and are fixedly connected.
3. a kind of Retaining Wall structure according to claim 2, it is characterised in that: the side of the pre-made sleeve (9) Wall offers injected hole.
4. a kind of Retaining Wall structure according to claim 1, it is characterised in that: the shingle nail main reinforcement (4) is in Cube structure is tightly attached to the inner wall of prefabricated shingle nail (2).
5. a kind of Retaining Wall structure according to claim 1, it is characterised in that: the pedestal main reinforcement (6) is in vertical Square graph structure is tightly attached to the inner wall of precast base (3).
6. a kind of Retaining Wall structure according to claim 1, it is characterised in that: the prefabricated shingle nail (2) and The suspension centre for lifting is provided on precast base (3).
CN201821597590.0U 2018-09-29 2018-09-29 Retaining Wall structure Active CN209082553U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821597590.0U CN209082553U (en) 2018-09-29 2018-09-29 Retaining Wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821597590.0U CN209082553U (en) 2018-09-29 2018-09-29 Retaining Wall structure

Publications (1)

Publication Number Publication Date
CN209082553U true CN209082553U (en) 2019-07-09

Family

ID=67117903

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821597590.0U Active CN209082553U (en) 2018-09-29 2018-09-29 Retaining Wall structure

Country Status (1)

Country Link
CN (1) CN209082553U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114857356A (en) * 2022-05-28 2022-08-05 广州工程总承包集团有限公司 Pipe jacking back structure and manufacturing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114857356A (en) * 2022-05-28 2022-08-05 广州工程总承包集团有限公司 Pipe jacking back structure and manufacturing method thereof

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