CN203247605U - Flexible self-load-bearing retaining wall - Google Patents

Flexible self-load-bearing retaining wall Download PDF

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Publication number
CN203247605U
CN203247605U CN 201320214989 CN201320214989U CN203247605U CN 203247605 U CN203247605 U CN 203247605U CN 201320214989 CN201320214989 CN 201320214989 CN 201320214989 U CN201320214989 U CN 201320214989U CN 203247605 U CN203247605 U CN 203247605U
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CN
China
Prior art keywords
flexible
retaining wall
node connector
pulling
node connecting
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
CN 201320214989
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Chinese (zh)
Inventor
陈启品
刘志刚
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.)
Qingdao Tianli Duowei Ecological Co ltd
Original Assignee
Qingdao Tianli Building Reinforcement Engineering Co Ltd
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 Qingdao Tianli Building Reinforcement Engineering Co Ltd filed Critical Qingdao Tianli Building Reinforcement Engineering Co Ltd
Priority to CN 201320214989 priority Critical patent/CN203247605U/en
Application granted granted Critical
Publication of CN203247605U publication Critical patent/CN203247605U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a flexible self-load-bearing retaining wall, wherein an improvement to a flexible or thin-wall material and pull rod type self-load-bearing retaining wall (the patent number is ZL201220035397.4) is performed. The flexible self-load-bearing retaining wall is characterized by being composed of flexible fiber rope material (the patent number is ZL201220398631.X), pulling and connecting material, node connecting parts and backfill material, wherein the adjacent flexible fiber rope material is connected through the node connecting parts, at least two layers of overall flexible net are constituted, both ends of each piece of pulling and connecting material are connected with the node connecting parts of every two adjacent layers of overall flexible net, a front and back pulling stereochemical structure with the gravity center inclined towards a working plane is constituted, and the stereochemical structure is filled with the backfill material. Each node connecting part is provided with at least two intersecting grooves. The pulling and connecting material is connected with the node connecting parts, namely the pulling and connecting material is connected with the node connecting parts on the two sides to form a continuous zigzag shape, and the positions used for changing the direction are located in the grooves of the node connecting parts.

Description

Flexible self-supporting retaining wall
Technical field
A kind of flexible self-supporting retaining wall.
Background technology
Flexibility or thin-walled material add rod-pulling type self-supporting retaining wall, and (patent No.: ZL201220035397.4), it is directly connected by pull bar by both sides flexibility or thin-walled material, and fills therein the shape that backfilling material consists of the center of gravity deflection scope of operation.It is directly connected both sides flexibility or thin-walled material by pull bar form can cause the stress of flexibility or thin-walled material junction to concentrate, and causes potential safety hazard.
Summary of the invention
The present invention adds rod-pulling type self-supporting retaining wall to flexibility or thin-walled material to improve, it is characterized in that: by the cordage flexible material (patent No.: ZL201220398631.X), socket material, node connector and backfilling material and form, adjacent flexible fiber rope material is connected by node connector, consist of whole two-layer at least flexible net sheet, and use the two ends that socket material to connect the node connector of whole flexible net sheet of adjacent layer, and consist of front and back to drawing and center of gravity is partial to the stereochemical structure of the scope of operation, wherein fill backfilling material.At least two crossing grooves are arranged on the described node connector; The described material that sockets links to each other with node connector, refers to socket material form continuous " it " font between the node connector of interconnected both sides, and it changes nyctitropic position in the groove of node connector.
Use advantage of the present invention to be: 1. the flexibility or the thin-walled material that original flexibility or thin-walled material are added in the rod-pulling type self-supporting retaining wall break the whole up into parts, use the cordage flexible material (patent No.: ZL201220398631.X) connect the rear flexible net sheet that consists of whole, convenient transportation, and can improve efficiency of construction.2. use node connector to connect adjacent fiber rope flexible material and socket material, solved flexibility or the not good defective of thin-walled material shear behavior, so that safety improves greatly.3. not only carry out layering in short transverse, on width, also carry out layering, can fill different backfilling materials, reduce cost.4. be continuous at the sustained height draw knot material, can not cause strength decreased because of the construction wrong of joint.
Description of drawings
Fig. 1 is the structural representation of flexible self-supporting retaining wall.
According to shown in Figure 1,1. 2. the cordage flexible material sockets material, 3. node connector, 4. backfilling material.
Fig. 2 is the structural representation of flexible self-supporting retaining wall.
According to shown in Figure 2,1. 2. the cordage flexible material sockets material, 3. node connector, 4. backfilling material.
Fig. 3 is the schematic diagram in certain height cross section of flexible gear soil.
According to shown in Figure 2,1. 2. the cordage flexible material sockets material, 3. node connector.
Fig. 4 is a kind of canonical form of node connector.
According to shown in Figure 4, the groove of vertical direction sockets material for connecting among the figure, then is used for being connected adjacent cordage flexible material and socketing material with its groove that intersects.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present invention is set forth.
Shown in Figure 1 is the flexible self-supporting retaining wall to drawing before and after only having.
Adjacent 1. flexible fiber rope material is by 3. node connector connection, whole flexible net sheet of both sides before and after consisting of, and use an end at the two ends that 2. socket material to be connected on the 3. node connector of whole the flexible net sheet in front side, the other end is connected on the 3. node connector of whole flexible net sheet of rear side, consist of front and back to drawing and center of gravity is partial to the stereochemical structure of the scope of operation, wherein fill 4. backfilling material.
Inclined-plane among the figure is a side that contacts with the scope of operation.
Shown in Figure 2 is a kind of flexible self-supporting retaining wall at the width higher slice.
Adjacent 1. flexible fiber rope material is by 3. node connector connection, consist of whole two-layer at least flexible net sheet, and use the two ends that 2. socket material to connect the 3. node connector of whole flexible net sheet of adjacent layer, and consist of front and back to drawing and center of gravity is partial to the stereochemical structure of the scope of operation, wherein fill 4. backfilling material.
Inclined-plane among the figure is a side that contacts with the scope of operation.
Present embodiment is only as a kind of typical embodiment of the present invention, do not limit its other application form.

Claims (3)

1. flexible self-supporting retaining wall, it is characterized in that: by the cordage flexible material, socket material, node connector and backfilling material and form, adjacent flexible fiber rope material is connected by node connector, consist of whole two-layer at least flexible net sheet, and use the two ends that socket material to connect the node connector of whole flexible net sheet of adjacent layer, and consist of front and back to drawing and center of gravity is partial to the stereochemical structure of the scope of operation, wherein fill backfilling material.
2. flexible self-supporting retaining wall according to claim 1 is characterized in that: two crossing grooves are arranged on the described node connector at least.
3. flexible self-supporting retaining wall according to claim 1, it is characterized in that: the described material that sockets links to each other with node connector, refer to and socket material form continuous " it " font between the node connector of interconnected both sides, it changes nyctitropic position in the groove of node connector.
CN 201320214989 2013-04-25 2013-04-25 Flexible self-load-bearing retaining wall Expired - Fee Related CN203247605U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320214989 CN203247605U (en) 2013-04-25 2013-04-25 Flexible self-load-bearing retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320214989 CN203247605U (en) 2013-04-25 2013-04-25 Flexible self-load-bearing retaining wall

Publications (1)

Publication Number Publication Date
CN203247605U true CN203247605U (en) 2013-10-23

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320214989 Expired - Fee Related CN203247605U (en) 2013-04-25 2013-04-25 Flexible self-load-bearing retaining wall

Country Status (1)

Country Link
CN (1) CN203247605U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120735A (en) * 2013-04-25 2014-10-29 青岛天力建筑加固工程有限公司 Flexible self-bearing retaining wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120735A (en) * 2013-04-25 2014-10-29 青岛天力建筑加固工程有限公司 Flexible self-bearing retaining wall

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 266000 Shandong Province, Qingdao city Chengyang District torch Road No. 100 Bangkok maxspace C block 303

Patentee after: QINGDAO TIANLI DUOWEI ECOLOGICAL CO.,LTD.

Address before: 266071 Shandong Province, Qingdao city Shandong Road No. 9, building A, 7E industry

Patentee before: QINGDAO TIANLI BUILDING REINFORCEMENT ENGINEERING Co.,Ltd.

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

Granted publication date: 20131023