CN204898711U - Assembled retaining wall - Google Patents

Assembled retaining wall Download PDF

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Publication number
CN204898711U
CN204898711U CN201520550407.1U CN201520550407U CN204898711U CN 204898711 U CN204898711 U CN 204898711U CN 201520550407 U CN201520550407 U CN 201520550407U CN 204898711 U CN204898711 U CN 204898711U
Authority
CN
China
Prior art keywords
retaining wall
utility
model
construction
discloses
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.)
Expired - Fee Related
Application number
CN201520550407.1U
Other languages
Chinese (zh)
Inventor
李玉民
张金德
陈绪德
张伍堂
刘治广
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.)
Square Composite Material Co Ltd Of Xinxiang City
Original Assignee
Square Composite Material Co Ltd Of Xinxiang City
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Square Composite Material Co Ltd Of Xinxiang City filed Critical Square Composite Material Co Ltd Of Xinxiang City
Priority to CN201520550407.1U priority Critical patent/CN204898711U/en
Application granted granted Critical
Publication of CN204898711U publication Critical patent/CN204898711U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an assembled retaining wall, the retaining wall single section comprises baffle and basement, side top of basement be equipped with a baffle, at least, consolidated by two above strengthening ribs on the baffle, retaining wall single section inside has the arrangement of reinforcement, and each retaining wall single section two is reserved has the reinforcing bar, and retaining wall group passes through concrete cast in situs to good back. The strengthening rib shape is adj. Tabular or the cylinder form. The utility model discloses can direct split, on -the -spot installation has not only improved the construction speed of retaining wall, has shortened the time limit for a project, has also solved the retaining wall site operation, and the quality is difficult to the problem guaranteed, adopts the modularization, and batch production production and prefabricated construction promote the retaining wall construction and turn to novel construction process by traditional construction process, furthermore, the utility model discloses can realize the integration in the mill and build, convenient big mass production and use.

Description

A kind of Retaining Wall
Technical field
The utility model relate to slope supporting structure, particularly one in civil engineering can in-site installation, accelerate speed of application, ensure the Retaining Wall of construction quality.
Background technology
The retaining wall of current use is generally that the engineering times such as marsonary retaining wall, reinforced concrete retaining wall, reinforced earth retaining wall are long, difficulty of construction is larger, can not directly at the scene resolution, group to installation, operation is many, and retaining wall quality is comparatively large by job site ambient influnence, impact use in the future.
Summary of the invention
The purpose of this utility model is to provide that one can split, in-site installation, easy to use, accelerates speed of application, ensures the novel fabricated retaining wall of construction quality.
The technical solution of the utility model is, a kind of Retaining Wall, it is characterized in that: retaining wall single-unit is made up of baffle plate and substrate, a baffle plate is provided with above a side of described substrate, described baffle plate is at least reinforced by two or more reinforcing rib, retaining wall single-unit inside has arrangement of reinforcement, and each retaining wall single-unit two is reserved with reinforcing bar, and retaining wall group is to well passing through concrete cast in situs afterwards.Described reinforcing rib shape is tabular or bar shape.
Technique effect of the present utility model: the utility model can resolution, in-site installation, not only increase the speed of application of retaining wall, shorten the duration, also solve retaining wall site operation, the problem of difficult quality guarantee, adopt modularization, factorial praluction and prefabricated construction, promote retaining wall construction and turn to novel construction process by traditional construction technique; In addition, the utility model can realize integration in factory and build, and conveniently produces quantitatively and uses.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of retaining wall single-unit.
Drawing illustrates: 1, retaining wall single-unit, 2, baffle plate, 3, substrate, 4, reinforcing rib.
Detailed description of the invention:
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail, in actual applications, retaining wall single-unit 1 is made up of baffle plate 2 and substrate 3, a baffle plate 2 is provided with above a side of substrate 3, when both are prefabricated in the factory, integration is built, described baffle plate 2 is at least reinforced by two or more reinforcing rib 4, tabular and bar shape can be adopted, strengthen the weight capacity of baffle plate 2; Retaining wall can be divided into the single-unit 1 of equal length, and retaining wall single-unit 1 inside all has arrangement of reinforcement, and each retaining wall single-unit 1 two is reserved with reinforcing bar, be integrated by concrete cast-in-situ during field assembly, retaining wall group is to after good, and above substrate 3, back-filling in layers soil is also tamped, and finally forms retaining wall.

Claims (2)

1. a Retaining Wall, it is characterized in that: retaining wall single-unit is made up of baffle plate and substrate, a baffle plate is provided with above a side of described substrate, described baffle plate is at least reinforced by two or more reinforcing rib, retaining wall single-unit inside has arrangement of reinforcement, each retaining wall single-unit two is reserved with reinforcing bar, and retaining wall group is to well passing through concrete cast in situs afterwards.
2. a kind of Retaining Wall according to claim 1, is characterized in that: described reinforcing rib shape is tabular or bar shape.
CN201520550407.1U 2015-07-28 2015-07-28 Assembled retaining wall Expired - Fee Related CN204898711U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520550407.1U CN204898711U (en) 2015-07-28 2015-07-28 Assembled retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520550407.1U CN204898711U (en) 2015-07-28 2015-07-28 Assembled retaining wall

Publications (1)

Publication Number Publication Date
CN204898711U true CN204898711U (en) 2015-12-23

Family

ID=54920900

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520550407.1U Expired - Fee Related CN204898711U (en) 2015-07-28 2015-07-28 Assembled retaining wall

Country Status (1)

Country Link
CN (1) CN204898711U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108118690A (en) * 2018-01-09 2018-06-05 上海应用技术大学 A kind of integral hoisting formula coercion underground continuous wall structure and its prefabricated and construction method
CN110137894A (en) * 2019-04-22 2019-08-16 中国铁道科学研究院集团有限公司铁道建筑研究所 A kind of prefabricated cable tank systems

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108118690A (en) * 2018-01-09 2018-06-05 上海应用技术大学 A kind of integral hoisting formula coercion underground continuous wall structure and its prefabricated and construction method
CN110137894A (en) * 2019-04-22 2019-08-16 中国铁道科学研究院集团有限公司铁道建筑研究所 A kind of prefabricated cable tank systems

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151223

Termination date: 20170728

CF01 Termination of patent right due to non-payment of annual fee