CN203247605U - Flexible self-load-bearing retaining wall - Google Patents
Flexible self-load-bearing retaining wall Download PDFInfo
- 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
- Authority
- 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
Links
Images
Landscapes
- Retaining Walls (AREA)
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
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.
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
ID=49374052
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)
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 |
-
2013
- 2013-04-25 CN CN 201320214989 patent/CN203247605U/en not_active Expired - Fee Related
Cited By (1)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104018622A (en) | Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall | |
CN203247605U (en) | Flexible self-load-bearing retaining wall | |
CN205329668U (en) | Novel conveniently make up formula geogrid | |
CN203007935U (en) | Concrete pile joint with variable cross-sections | |
CN104120735A (en) | Flexible self-bearing retaining wall | |
CN202321958U (en) | Integrated sling for reinforcement cage | |
CN202833858U (en) | Round-link chain connecting structure | |
CN204298960U (en) | A kind of single double angle transition node | |
CN203066582U (en) | Cross arm for transmission tower | |
CN214328486U (en) | Channel steel connecting piece for steel-UHPC composite beam | |
CN104389598B (en) | Tunneling machine body and shovel plate connecting device | |
CN207377109U (en) | I-steel and round steel connection structure | |
CN202925605U (en) | A prefabricated assembly-type square reinforced concrete culvert | |
CN202323920U (en) | Geogrid reinforced by overall steel-plastic ribs | |
CN205476578U (en) | Angle iron support reinforcing apparatus | |
CN104481050A (en) | Buckling constraint steel plate wall and concrete shear wall pre-embedded node and construction method thereof | |
CN206319489U (en) | Precast reinforced mesh sheet | |
CN202926352U (en) | Mining tensioning device for diamond metal net | |
CN102230314B (en) | A kind of dragging suspension basket structure | |
CN102900260A (en) | Cross arm for transmission towers | |
CN208686398U (en) | Subway tunnel welded steel fabric | |
CN202187116U (en) | Tennis string reinforced by carbon fiber | |
CN103669143A (en) | Novel earthwork standard room | |
CN209585420U (en) | A kind of concrete filled steel tube with anti-seismic performance | |
CN205956368U (en) | Novel shift fork of double -end link rod |
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 |