CN103669397B - Flexible retaining wall - Google Patents
Flexible retaining wall Download PDFInfo
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- CN103669397B CN103669397B CN201310723933.9A CN201310723933A CN103669397B CN 103669397 B CN103669397 B CN 103669397B CN 201310723933 A CN201310723933 A CN 201310723933A CN 103669397 B CN103669397 B CN 103669397B
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Abstract
The present invention relates to side slope protection field, particularly relate to a kind of rod-pulling type flexible retaining wall being convenient to assemble.Flexible retaining wall of the present invention, comprise and socket part, support post and the scope of operation, also comprise flexible retaining wall assembly, described flexible retaining wall assembly comprises retaining wall main body, retaining wall main body is the flexible strip of random length, be interval with in the upper and lower both sides of retaining wall main body the cut channel penetrating retaining wall body thickness direction along flexible retaining wall length component direction respectively, the retaining wall main body dislocation of the upper and lower both sides of cut channel forms column installing port; Described support post inserts in the support post installing port of same vertical direction, and socket part one end and be connected on support post, the other end is fixedly connected on the scope of operation on the surface.Construction technology of the present invention is simple, durability and soundness splendid, be convenient to greening, and the construction technology of enclosing wall is simplified greatly, there is practicality and fabulous economic worth widely.
Description
Technical field
The present invention relates to side slope protection field, particularly relate to a kind of rod-pulling type flexible retaining wall being convenient to assemble.
Background technology
Retaining wall is usually applied in supporting Roadbed Soil, the hillside soil body, prevents filling soil deformation etc. from keeping the soil body of located higher, or the artificial retaining wall that manufactures is to produce the building of aesthetic appearance.At present, retaining wall mainly contains: gravity, anchor rod type, cantilevered, buttress type, empty van formula and sheet pile formula etc., the retaining wall of these types all can run into working procedure complexity in work progress, and retaining wall durability and soundness are not good, the problem of afforestation effect difference.On August 14th, 2013 discloses Chinese patent, publication number is CN103243737A, it discloses a kind of construction method of flexible retaining wall, but in flexible retaining wall disclosed in it, clad material is an entirety, turn down back and forth executing man-hour requirement, cause efficiency of construction on the low side, and when plant setting, need part retaining wall to destroy, have larger impact to its safety, and it is concentrated to produce stress on retaining wall metope, cause metope uneven, not only affect aesthetic property, more cause potential danger.And in enclosing field, now conventional color steel enclosing, when fixing, is needed to be connected with color steel by column by such as holdfast, bolt etc., constructs cumbersome.
Summary of the invention
Technique effect of the present invention can overcome above-mentioned defect, provides a kind of rod-pulling type flexible retaining wall being convenient to assemble, its construction technology is simple, good endurance, soundness are good, is convenient to greening.
For achieving the above object, the technical solution adopted in the present invention is: comprise and socket part, support post and the scope of operation, also comprise flexible retaining wall assembly, described flexible retaining wall assembly comprises retaining wall main body, retaining wall main body is the flexible strip of random length, be interval with in the upper and lower both sides of retaining wall main body the cut channel penetrating retaining wall body thickness direction along flexible retaining wall length component direction respectively, the retaining wall main body dislocation of the upper and lower both sides of cut channel forms column installing port; Described support post inserts in the support post installing port of same vertical direction, and socket part one end and be connected on support post, the other end is fixedly connected on the scope of operation on the surface.
In manufacturing process, flexible retaining wall assembly can be rolled into bundle, be convenient to store and transport.In enclosing work progress, only need support post to be fixed on ground, then flexible retaining wall assembly is installed on support post, just can completes enclosing operation.Effectively simple, flexible retaining wall assembly quality is light, and compressive state is easy to transport, has fabulous practical function.Be fastenedly connected by socketing part in the scope of operation by support post, domatic soil is caught by support post by flexible retaining wall assembly, realizes protection effect, and employing sockets part force dispersion, and unstressed concentrated situation, avoids retaining wall Local Damaged.
Preferably, retaining wall main body is the flexible strip of waveform random length, the waveform top of retaining wall main body and bottom are bending edge, the upper and lower both sides of bending edge are respectively equipped with along flexible retaining wall length component direction the cut channel penetrating retaining wall body thickness direction, and two sections bending edge is folded to the reverse formation support post installing port of this bending edge along cut channel.Between described two adjacent retaining wall main bodys, angle is 10 °-180 °.The bending edge on waveform bottom and/or top is provided with cut channel.Bending connecting portion ensure that flexible retaining wall assembly is in compressive state when not installing, and be convenient to transport and store, and constructability launches.
At least arrange a cut channel in retaining wall main body centre position, the cut channel that the cut channel in centre position and the upper and lower both sides of retaining wall main body are arranged is positioned at same vertical direction.Increase installing port, the corresponding adhesion that improve between flexible retaining wall assembly and support post.
Scope of operation surface is provided with lamina reticularis, sockets part and is fixedly connected on lamina reticularis.
Back fill course is formed between flexible retaining wall assembly and the scope of operation.
Preferably, socket part adopt flexibility socket rope or rigidity socket bar.
Construction technology of the present invention is simple, durability and soundness splendid, be convenient to greening, and the construction technology of enclosing wall is simplified greatly, there is practicality and fabulous economic worth widely.
Accompanying drawing explanation
Fig. 1 is the embodiment of the present invention 1 overall structure schematic diagram;
Fig. 2 is the embodiment of the present invention 1 flexible retaining wall modular construction schematic diagram;
Fig. 3 is the embodiment of the present invention 1 overall structure flexible retaining wall assembly schematic top plan view;
Fig. 4 is the embodiment of the present invention 2 overall structure schematic diagram;
Fig. 5 is the embodiment of the present invention 2 property retaining wall assembly plan structure schematic diagram;
Fig. 6 is the embodiment of the present invention 3 overall structure schematic diagram;
Fig. 7 is the embodiment of the present invention 3 property retaining wall assembly plan structure schematic diagram;
Fig. 8 is the embodiment of the present invention 4 flexible retaining wall modular construction schematic diagram;
Fig. 9 is the embodiment of the present invention 5 flexible retaining wall modular construction schematic diagram;
Figure 10 is the embodiment of the present invention 6 flexible retaining wall modular construction schematic diagram;
Figure 11 is the embodiment of the present invention 1 overall structure flexible retaining wall assembly schematic top plan view.
In figure: 1-flexible retaining wall assembly; 2-pull bar; 3-support post; 4-scope of operation covering layer; 5-backfill; The 6-scope of operation;
101-retaining wall main body; 102-kink; 103-support post installing port; 104-cut channel.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described:
Embodiment 1
As shown in Figure 1-Figure 3, the rod-pulling type flexible retaining wall being convenient to assemble of the present invention, comprise and socket part 2, support post 3 and the scope of operation 6, also comprise flexible retaining wall assembly 1, described flexible retaining wall assembly 1 comprises retaining wall main body 101, retaining wall main body 101 is the flexible strip of waveform random length, the waveform top of retaining wall main body 101 and bottom are bending edge 102, bending edge about 102 both sides are respectively equipped with the cut channel 104 penetrating retaining wall main body 101 thickness direction along flexible retaining wall assembly 1 length direction, two sections bending edge is folded to the reverse formation support post installing port 103 of this bending edge 102 along cut channel.
Between two adjacent retaining wall main bodys 101 of described retaining wall main body, angle is 40 °.
Each bending edge 102 is all provided with support post installing port 103.
The scope of operation 6 surface is provided with lamina reticularis 4, sockets part 2 and is fixedly connected on lamina reticularis 4.Flexible retaining wall assembly 1 and the scope of operation 6 form back fill course 5.Socketing part 2 adopts flexibility to socket rope.
Embodiment 2
As shown in Figure 4, Figure 5, two flexible retaining wall assemblies 1 are combined into rhombus by supporting vertical installing port by support post 3, back fill course 5 are filled into rhombus retaining wall inner and between retaining wall and scope of operation covering layer 4; After one deck filling is complete, the more lower one deck of assembling, and fill back fill course 5, by that analogy until retaining wall integral construction is complete.
Embodiment 3
As shown in Figure 6, Figure 7, flexible retaining wall assembly 1 forms notch cuttype retaining wall, can planting plants in the backfill 5 of retaining wall as shown in Figure 6, reach the effect of convenient greening, in the present embodiment also can according to the combination rhombus in embodiment 1, form notch cuttype retaining wall, planting plants in backfill 5, reaches the object of greening.
In enclosing work progress, support post 3 is only needed to be fixed on ground, then flexible retaining wall assembly 1 is installed on support post 3, just can complete enclosing operation, according to the height of enclosing and the different requirements of length, arbitrarily regulate the quantity of vertical direction and the length of length direction of flexible retaining wall assembly 1.
Embodiment 4
As shown in Figure 8, only on the bending edge 102 of waveform bottom, support post installing port 103 is provided with.
The other the same as in Example 1.
Embodiment 5
As shown in Figure 9, bending edge about 102 both sides are respectively equipped with along flexible retaining wall assembly 1 length direction the cut channel penetrating retaining wall main body 101 thickness direction, and two sections bending edge is folded to the reverse formation support post installing port 103 of this bending edge 102 along cut channel; And bending edge 102 centre position arranges a cut channel, middle bending edge is folded to the reverse formation support post installing port 103 of this bending edge 102 along cut channel.
The other the same as in Example 1.
Embodiment 6
As shown in Figure 10, Figure 11, flexible retaining wall of the present invention, comprise and socket part 2, support post 3 and the scope of operation 6, also comprise flexible retaining wall assembly 1, described flexible retaining wall assembly 1 comprises retaining wall main body 101, retaining wall main body 101 is the flexible strip of random length, be interval with the cut channel 104 penetrating retaining wall main body 101 thickness direction respectively in retaining wall main body about 101 both sides along flexible retaining wall assembly 1 length direction, the retaining wall main body 101 of cut channel about 104 both sides misplaces and forms column installing port 103; Described support post 3 inserts in the support post installing port 103 of same vertical direction, and socket part 2 one end and be connected on support post 3, the other end is fixedly connected on the scope of operation 6 on the surface.
Claims (4)
1. a flexible retaining wall, comprise and socket part (2), support post (3) and the scope of operation (6), it is characterized in that, also comprise flexible retaining wall assembly (1), described flexible retaining wall assembly (1) comprises retaining wall main body (101), the flexible strip that retaining wall main body (101) is random length, the cut channel (104) penetrating retaining wall main body (101) thickness direction is interval with respectively in both sides up and down in retaining wall main body (101) along flexible retaining wall assembly (1) length direction, retaining wall main body (101) dislocation of the upper and lower both sides of cut channel (104) forms column installing port (103), the flexible strip that retaining wall main body (101) is waveform random length, the waveform top of retaining wall main body (101) and bottom are bending edge (102), bending edge (102) is respectively equipped with the cut channel (104) penetrating retaining wall main body (101) thickness direction in both sides up and down along flexible retaining wall assembly (1) length direction, two sections bending edge is folded to the reverse formation support post installing port (103) of this bending edge (102) along cut channel, described support post (3) inserts in the support post installing port (103) of same vertical direction, socketing part (2) one end is connected on support post (3), the other end is fixedly connected on the scope of operation (6) on the surface, between two adjacent retaining wall main bodys (101), angle is 10 °-180 °, the bending edge (102) on waveform bottom and/or top is provided with cut channel (104), a cut channel (104) is at least set in retaining wall main body (101) centre position, the cut channel in centre position and retaining wall main body (101) cut channel that both sides are arranged up and down is positioned at same vertical direction.
2. a kind of flexible retaining wall according to claim 1, is characterized in that, the scope of operation (6) surface is provided with lamina reticularis (4), sockets part (2) and is fixedly connected on lamina reticularis (4).
3. a kind of flexible retaining wall according to claim 1, is characterized in that, forms back fill course (5) between flexible retaining wall assembly (1) and the scope of operation (6).
4. a kind of flexible retaining wall according to claim 1, is characterized in that, socket part (2) adopt flexibility socket rope or rigidity socket bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310723933.9A CN103669397B (en) | 2013-12-25 | 2013-12-25 | Flexible retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310723933.9A CN103669397B (en) | 2013-12-25 | 2013-12-25 | Flexible retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103669397A CN103669397A (en) | 2014-03-26 |
| CN103669397B true CN103669397B (en) | 2016-04-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310723933.9A Active CN103669397B (en) | 2013-12-25 | 2013-12-25 | Flexible retaining wall |
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| CN (1) | CN103669397B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295621B (en) * | 2019-07-09 | 2020-11-20 | 华北水利水电大学 | Retaining wall structure for slope protection and construction method thereof |
| CN113737713A (en) * | 2021-07-21 | 2021-12-03 | 扬州市众达气弹簧有限公司 | riverID bank surrounding repair equipment |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4385127B2 (en) * | 2004-05-20 | 2009-12-16 | 独立行政法人労働安全衛生総合研究所 | Slope protection retaining wall construction method and retaining wall building unit |
| CN2871651Y (en) * | 2006-03-06 | 2007-02-21 | 重庆交通学院 | Multi-arch reinforced earth baffle structure |
| CN201224889Y (en) * | 2008-06-20 | 2009-04-22 | 云南省公路规划勘察设计院 | High and light type anchoring plate retaining wall in high filling branch block engineering |
| CN201738331U (en) * | 2010-08-13 | 2011-02-09 | 攀钢集团冶金工程技术有限公司 | Tie bar type retaining wall |
| CN202689030U (en) * | 2012-02-04 | 2013-01-23 | 青岛天力建筑加固工程有限公司 | Flexible or thin-wall pull rod type self-supporting earth-retaining wall |
| CN203080550U (en) * | 2013-01-31 | 2013-07-24 | 河南东大泰隆冶金科技有限公司 | V-shaped precast concrete retaining wall |
| CN203684272U (en) * | 2013-12-25 | 2014-07-02 | 青岛天力建筑加固工程有限公司 | Flexible retaining wall |
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| CN103669397A (en) | 2014-03-26 |
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Address after: 266000 Shandong Province, Qingdao city Chengyang District torch Road No. 100 Bangkok maxspace C block 303 Patentee after: Qingdao Tianli dimensional ecological Co. Ltd. Address before: 266000 Shandong Province, Qingdao city Shandong Road No. 9 Patentee before: Qingdao Tianli Building Reinforcement Engineering Co., Ltd. |
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Effective date of registration: 20210125 Address after: Room C17, podium building, North building, No.9 Nanhai Road, Shinan District, Qingdao, Shandong 266000 Patentee after: QINGDAO ZHONGKE YUCHENG SECURITY TECHNOLOGY Co.,Ltd. Address before: 266000 Room 303, block C, Pangu maker space, No.100 Huoju Road, Chengyang District, Qingdao City, Shandong Province Patentee before: QINGDAO TIANLI DUOWEI ECOLOGICAL Co.,Ltd. |