CN100529277C - Soil-blocking wall and its interlinking member and production method of interlinking member - Google Patents
Soil-blocking wall and its interlinking member and production method of interlinking member Download PDFInfo
- Publication number
- CN100529277C CN100529277C CNB200610033460XA CN200610033460A CN100529277C CN 100529277 C CN100529277 C CN 100529277C CN B200610033460X A CNB200610033460X A CN B200610033460XA CN 200610033460 A CN200610033460 A CN 200610033460A CN 100529277 C CN100529277 C CN 100529277C
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- interlocking component
- substrate
- wall
- projection
- 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
- 238000004519 manufacturing process Methods 0.000 title abstract 2
- 239000000758 substrate Substances 0.000 claims description 34
- 238000002360 preparation method Methods 0.000 claims description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 239000002689 soil Substances 0.000 abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 239000004576 sand Substances 0.000 description 11
- 239000010410 layer Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 229920001903 high density polyethylene Polymers 0.000 description 4
- 239000004700 high-density polyethylene Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000002411 adverse Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002350 accommodative effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 231100000517 death Toxicity 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Images
Landscapes
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Abstract
The invention discloses a baffle all, linkage element and relative production, wherein, the baffle wall comprises a soil wall stacked by flexible wall units and linkage element between and connecting wall units. The linkage element comprises base plate and protrusions on the upper and lower surfaces of base plate; the protrusions are inserted into the wall units; the base plate has drainage through holes, therefore, the accumulated water can be discharged quickly to protect the soil wall.
Description
[technical field]
The present invention relates to a kind of constructional materials, particularly relate to a kind of retaining wall, interlocking unit and preparation method thereof.
[background technology]
Retaining wall is widely used in the various civil engineerings, for example is used to support the slope of highway or river levee and independent wall etc.The general sandbag that adopts replaces metope structure, then backfill or fill other materials.The intensity of retaining wall and toughness are very important, and the retaining wall of the low poor toughness of intensity may cause major accident or injures and deaths, therefore need develop high-intensity retaining wall, can allow retaining wall resist adverse circumstances simultaneously, are unlikely to suffer damage.
A kind of by system wall unit such as sand/soil bag or by prior art retaining wall structure construction bodies that building unit constituted that can harden such as loam bricks, it has between the layer that is placed in adjacent cells and is used for making the interconnected interlocking component of adjacent layer.This interlocking component is the flat board that ridge is all arranged on the both sides, and this ridge stretches into the adjoining course of system wall unit.Ground lattice sheet extends into filling out the thing that system wall unit button holds from the interlayer of system wall unit, and the teat on interlocking component is the hole in the ground lattice sheet of dashing forward, and metope is fixed on the soil texture of reinforcement.
This technology by interlocking component with and on projection inject sand/soil bag and live adjacent sand/soil bag is fastened to each other, strengthen the integrally-built purpose of retaining wall and reach.But because described interlocking component is slabbed construction, gets lodged in and form hermetically-sealed construction between sand/soil bag, cause owing to the ponding that reason such as rain causes can't be discharged retaining wall timely and effectively.Retaining wall festers under ponding soaks easily, the intensity variation, very easily causes major accident.
[summary of the invention]
In order to overcome the technical problem that the prior art retaining wall is difficult for draining, the invention provides the timely and effective interlocking component that carries out the retaining wall of draining of a kind of energy.
In order to overcome the technical problem that the prior art retaining wall is difficult for draining, the invention provides the timely and effective preparation method of carrying out the retaining wall interlocking component of draining of a kind of energy.
In order to overcome the technical problem that the prior art retaining wall is difficult for draining, the invention provides the timely and effective retaining wall that carries out draining of a kind of energy.
The present invention solves the technical scheme that above-mentioned first technical problem adopted: a kind of interlocking component of retaining wall is provided, comprises the projection of substrate and substrate upper and lower surface, described substrate has drainage hole.
The present invention solves the technical scheme that above-mentioned second technical problem adopted: a kind of preparation method of interlocking component of retaining wall is provided, comprises A, form the gripper shoe that is arranged in parallel; B, at the gripper shoe fixing support bar of cross arrangement up and down; C, formation projection.
The present invention solves the technical scheme that above-mentioned the 3rd technical problem adopted: a kind of retaining wall is provided, comprise the cob wall that the flexible wall stack of cells builds up, the interlocking component that between the wall unit, makes its connection, described interlocking component comprises the projection of substrate and substrate upper and lower surface, described projection inserts described wall unit, and described substrate has drainage hole.
With respect to prior art, the beneficial effect of the interlocking component of retaining wall of the present invention is: when the interlocking component of retaining wall of the present invention is applied in retaining wall, owing to have drainage hole, the ponding that reason such as make to rain causes can fast and effeciently discharge, can not soak bad retaining wall, guarantee the safety of personal property.
With respect to prior art, the beneficial effect of the preparation method of retaining wall interlocking component of the present invention is: adopt the interlocking component of the inventive method making owing to have drainage hole, the ponding that reason such as make to rain causes can fast and effeciently discharge, can not soak bad retaining wall, guarantee the safety of personal property; And method is simple.
With respect to prior art, the beneficial effect of retaining wall of the present invention is: the interlocking component of retaining wall of the present invention is owing to have drainage hole, the ponding that reason such as make to rain causes can fast and effeciently discharge, and can not soak bad retaining wall, has guaranteed the safety of personal property.
[description of drawings]
Fig. 1 is the floor map of the interlocking component of retaining wall of the present invention;
Fig. 2 is the sectional view of interlocking component first embodiment of retaining wall of the present invention;
Fig. 3 is interlocking component be applied to interlock a sectional view in the sand hill among Fig. 2;
Fig. 4 is the sectional view of interlocking component second embodiment of retaining wall of the present invention;
Fig. 5 is interlocking component be applied to interlock a sectional view in the sand hill among Fig. 4;
Fig. 6 is the sectional view of interlocking component the 3rd embodiment of retaining wall of the present invention;
Fig. 7 is interlocking component be applied to interlock a sectional view in the sand hill among Fig. 6;
Fig. 8 is the sectional view of interlocking component the 4th embodiment of retaining wall of the present invention;
Fig. 9 is interlocking component be applied to interlock a sectional view in the sand hill among Fig. 8;
Figure 10 is the sectional view of interlocking component the 5th embodiment of retaining wall of the present invention;
Figure 11 is interlocking component be applied to interlock a sectional view in the sand hill among Fig. 9;
Figure 12 is the sectional view of interlocking component the 6th embodiment of retaining wall of the present invention;
Figure 13 is interlocking component be applied to interlock a sectional view in the sand hill among Figure 11.
[specific embodiment]
The present invention is further described below in conjunction with drawings and embodiments.
Retaining wall of the present invention comprises the cob wall that the flexible wall stack of cells builds up, the interlocking component that makes its connection between the wall unit.Described retaining wall is two casting walls of trapezoidal arrangement, and the interlocking component between the two casting walls adopts connector to connect.Described flexible wall unit is sand/soil bag.
See also Fig. 1, Fig. 2 and Fig. 3, described interlocking component comprise the projection 30 of substrate 10 and substrate 10 upper and lower surfaces, and described projection inserts described wall unit.Interlocking component unlike the prior art be that its substrate 10 has drainage hole 21,22.Substrate 10 is networks, and grid forms the drainage hole 21 of above-below direction, and the drainage hole 22 with horizontal direction.Substrate 10 adopts macromolecular material, such as high density polyethylene (HDPE).
The preparation method of the interlocking component of described retaining wall can comprise the steps:
The gripper shoe that A, formation are arranged in parallel;
B, at the gripper shoe fixing support bar of cross arrangement up and down;
C, formation projection.
Described grid comprises the gripper shoe that is arranged in parallel 11 that is positioned at the intermediate layer, and the support bar 12 that is positioned at the cross arrangement of levels.Last or lower layer support bar 12 is to be arranged in parallel in one deck, and itself and gripper shoe 11 can be the angles of cut of 45 degree.Projection described in the present embodiment 30 is staggered in substrate 10 upper and lower surfaces.In other embodiments, projection has many designs.Projection 30 such as single face setting among Fig. 4 and Fig. 5,40 of projections among Fig. 6 and Fig. 7 are the integrated structures of giving prominence to the substrate upper and lower surface respectively, projection 50 among Fig. 8 and Fig. 9 is staggered in substrate 10 upper and lower surfaces, and has overhead kick 51, the projection 50 that single face is provided with among Figure 10 and Figure 11,60 of the projections among Figure 12 and Figure 13 are the integrated structures that has overhead kick and give prominence to the substrate upper and lower surface respectively.
The interlocking component of retaining wall of the present invention is owing to have a latticed drainage hole, make rain etc. ponding that reason causes can be fast and effeciently from about, about or fore-and-aft direction discharge.The gripper shoe that is arranged in parallel 11 that is positioned at the intermediate layer form sizes considerable about or the intermediate layer drainage channel of fore-and-aft direction.The support bar 12 of cross arrangement that is positioned at levels is then at this layer formation and the angled drainage channel of intermediate layer drainage channel.And intermediate layer or levels drainage channel interpenetrate.Current can flow towards multi-direction in intermediate layer or levels drainage channel.Even stopped up on certain direction, current also can discharge in other directions.Therefore, rainwater can not soak bad retaining wall in adverse circumstances such as rain in torrents, and has guaranteed the safety of the personal property of retaining wall periphery.And adopt high-intensity high-tenacity materials such as high density polyethylene (HDPE), guaranteed the intensity and the toughness of retaining wall.
Simultaneously, latticed interlocking component preparation method is simple, and very light in weight in guaranteed strength is owing to the latticed material of also therefore saving.
Because latticed substrate 10 surfaces all are through holes, projection 30,40,50,60 insert substrate 10 easily and are stuck on the substrate 10, can randomize, Multiple Combination.Need when substrate 10 is made, projection be installed simultaneously, in use can adjust the arrangement of projection at any time as required, or increase the quantity of projection; Same reason can increase anchor pole, and described anchor pole passes the wall unit and inserts substrate, plays more firm retaining wall effect.If adopt interlocking component of the prior art, because the interlocking component surface does not have or only has minority installation through hole in the prior art, under the situation that interlocking component blocks in the wall unit, be difficult to or have no idea that substantially anchor pole is accurately inserted these by the wall unit through hole is installed, cause constructional difficulties, or actual infeasible.The present invention needn't worry that then anchor pole can not insert substrate, because no matter anchor pole can both insert substrate with which kind of position or direction, so construction precision reduces greatly, and speed of application and success rate improve greatly.
In addition, substrate is a net structure, and is therefore easily crooked, and changes shape along with the wall construction of reality and be difficult for impaired.The interlocking component life-span of the present invention compared to existing technology is longer, and accommodative ability of environment is stronger.
In addition, cancellated substrate is easy to cut with respect to the prior art plate-like structure, and is easy to make.
In addition, cancellated substrate be easy to suspended wall on other fixtures be connected and fixed.Under the fixing situation on the wall of expansion bolt, if adopt the prior art interlocking component, because the installing hole on it is fixing, next can not the realization is connected and fixed if position of mounting hole and bolt position are mismatched situation.And the through hole of interlocking component of the present invention spreads all over substrate, very light just and the expansion bolt combination of permanent position, do not need too high precision.
Again, therefore interlocking component of the present invention can indiscriminately ad. as one wishes change its length and width at the construction field (site) according to actual needs owing to cut easily, reaches desirable effect.
At last, except that projection and anchor pole, other fixtures can connect the substrate optional position easily, and are unrestricted, thereby more can make the higher retaining wall of labyrinth and performance.
Claims (7)
1. the interlocking component of a flexible retaining wall comprises the projection of substrate and substrate upper and lower surface, and it is characterized in that: described substrate has drainage hole, and described substrate is a network, and grid forms the drainage hole of above-below direction.
2. the interlocking component of flexible retaining wall according to claim 1, it is characterized in that: described substrate has the drainage hole of horizontal direction.
3. the interlocking component of flexible retaining wall according to claim 2, it is characterized in that: described grid comprises the gripper shoe that is arranged in parallel that is positioned at the intermediate layer, and the support bar that is positioned at the cross arrangement of levels.
4. the interlocking component of flexible retaining wall according to claim 1, it is characterized in that: described projection is staggered in the substrate upper and lower surface.
5. the interlocking component of flexible retaining wall according to claim 1 is characterized in that: described projection is the integrated structure of outstanding substrate upper and lower surface respectively.
6. the interlocking component of flexible retaining wall according to claim 5, it is characterized in that: described projection has overhead kick.
7. the preparation method of the interlocking component of a flexible retaining wall comprises step:
The gripper shoe that A, formation are arranged in parallel;
B, at the gripper shoe fixing support bar of cross arrangement up and down;
C, formation projection.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200610033460XA CN100529277C (en) | 2006-01-26 | 2006-01-26 | Soil-blocking wall and its interlinking member and production method of interlinking member |
| CA 2538733 CA2538733A1 (en) | 2006-01-26 | 2006-03-07 | A retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200610033460XA CN100529277C (en) | 2006-01-26 | 2006-01-26 | Soil-blocking wall and its interlinking member and production method of interlinking member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101008181A CN101008181A (en) | 2007-08-01 |
| CN100529277C true CN100529277C (en) | 2009-08-19 |
Family
ID=38319493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200610033460XA Expired - Fee Related CN100529277C (en) | 2006-01-26 | 2006-01-26 | Soil-blocking wall and its interlinking member and production method of interlinking member |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN100529277C (en) |
| CA (1) | CA2538733A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831748A (en) * | 2015-05-13 | 2015-08-12 | 江创葵 | Wall body and rapid and simple series-connection construction method thereof |
| CN111456039B (en) * | 2020-04-01 | 2021-08-17 | 安徽金联地矿科技有限公司 | Geocell for slope surface greening |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2167794A (en) * | 1984-12-04 | 1986-06-04 | Soil Structures | Improvements in and relating to stabilised soil structures |
| CN1563609A (en) * | 2004-04-08 | 2005-01-12 | 王欣南 | Side slope, dam bank installation |
| US20050005566A1 (en) * | 1999-04-08 | 2005-01-13 | Kim Hun S. | Retaining wall system with interlocked wall-building units |
| CN1707036A (en) * | 2004-06-10 | 2005-12-14 | 张宇顺 | Retaining wall with wall locking buildig unit and its building method |
| CN2818555Y (en) * | 2006-01-26 | 2006-09-20 | 孙晓君 | Retaining wall and interlocking member |
-
2006
- 2006-01-26 CN CNB200610033460XA patent/CN100529277C/en not_active Expired - Fee Related
- 2006-03-07 CA CA 2538733 patent/CA2538733A1/en not_active Abandoned
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2167794A (en) * | 1984-12-04 | 1986-06-04 | Soil Structures | Improvements in and relating to stabilised soil structures |
| US20050005566A1 (en) * | 1999-04-08 | 2005-01-13 | Kim Hun S. | Retaining wall system with interlocked wall-building units |
| CN1563609A (en) * | 2004-04-08 | 2005-01-12 | 王欣南 | Side slope, dam bank installation |
| CN1707036A (en) * | 2004-06-10 | 2005-12-14 | 张宇顺 | Retaining wall with wall locking buildig unit and its building method |
| CN2818555Y (en) * | 2006-01-26 | 2006-09-20 | 孙晓君 | Retaining wall and interlocking member |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2538733A1 (en) | 2007-07-26 |
| CN101008181A (en) | 2007-08-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100560986B1 (en) | Multifunctional erosion control dam and its construction method | |
| AU2016221315A1 (en) | A retaining wall method of precast block to prevent landslide | |
| CN110241779A (en) | A kind of ecological block barricade and its construction method | |
| CN208280161U (en) | The compound retaining wall structure of antifouling type reinforcement pervious concrete | |
| CN109680657B (en) | Spillway and construction method thereof | |
| CN102425175B (en) | Reinforcement protective structure of large spoil disposal area in mountainous area | |
| CN100529277C (en) | Soil-blocking wall and its interlinking member and production method of interlinking member | |
| CN210596858U (en) | Plateau permafrost region roadbed structure | |
| CN100359102C (en) | Permeable soil keeping wall and its use | |
| CN201687123U (en) | Water-penetrating and soil-retaining humanized ecological brick and soil-retaining wall | |
| CN2818555Y (en) | Retaining wall and interlocking member | |
| CN214363925U (en) | Cut water seepage ditch system | |
| CN210737589U (en) | Gravity type retaining wall and wall unit thereof | |
| CN112854131A (en) | Ecological revetment for water source protection area and construction method thereof | |
| KR100994426B1 (en) | Landscape block for reinforcing slope | |
| CN213328905U (en) | Ecological environment-friendly water conservancy bank protection | |
| CN220953472U (en) | Completely weathered granite side slope structure | |
| KR100720928B1 (en) | Prefabricated prevet construction | |
| CN220013546U (en) | Concrete lattice slope protection for downstream dam slope of earth-rock dam | |
| CN220579914U (en) | Ecological bank protection of river course | |
| CN216304636U (en) | Slope anchoring device for municipal works | |
| CN215165261U (en) | Slope protection structure for hydraulic engineering | |
| CN218880894U (en) | Ecological brick and road slope surface structure for paving same | |
| CN214574483U (en) | Drop well structure integrated with drainage ditch | |
| CN204023392U (en) | Small watershed river channels steel bar concrete monolithic overflow bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HANGZHOU SUNWEALTH ENVIRONMENTAL PROTECTION TECHNO Free format text: FORMER OWNER: XU JIANGNING Effective date: 20100129 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20100129 Address after: Room 2, building 63, No. nine, 213 Ring Road, Hangzhou, Zhejiang, Jianggan District Patentee after: Hangzhou Wanxiang Environmental Protection Technology Co., Ltd. Address before: Room three, floor 827, Taoyuan commercial building, 309 North Baoan Road, Shenzhen, Luohu District Patentee before: Xu Jiangning |
|
| C56 | Change in the name or address of the patentee |
Owner name: HANGZHOU HUA'NING TAIFU ENVIRONMENTAL PROTECTION T Free format text: FORMER NAME: HANGZHOU WANXIANG TAIFU ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 310019, Zhejiang, Jianggan District, nine Ring Road, No. 4, building 31-1, room 5, 5011, Patentee after: Hangzhou Huaning Pacific Environmental Technology Co. Ltd. Address before: 310019, room 2, building 63, No. nine, 213 Ring Road, Hangzhou, Zhejiang, Jianggan District Patentee before: Hangzhou Wanxiang Environmental Protection Technology Co., Ltd. |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Soil-blocking wall and its interlinking member and production method of interlinking member Effective date of registration: 20130201 Granted publication date: 20090819 Pledgee: Bank of Hangzhou Limited by Share Ltd science and Technology Branch Pledgor: Hangzhou Huaning Pacific Environmental Technology Co. Ltd., Shenzhen sunwealth Environmental Protection Technology Co., Ltd Sun Ailin Registration number: 2013990000081 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20160617 Granted publication date: 20090819 Pledgee: Bank of Hangzhou Limited by Share Ltd science and Technology Branch Pledgor: Hangzhou Huaning Pacific Environmental Technology Co. Ltd., Shenzhen sunwealth Environmental Protection Technology Co., Ltd Sun Ailin Registration number: 2013990000081 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160729 Address after: 518000 Guangdong city of Shenzhen province Pingshan large science and Technology Industrial Zone Road No. three HuaFeng High-tech Industrial Park E building two floor No. 6 Patentee after: Shenzhen Jinhui Landscape Engineering Co., Ltd. Address before: 310019, Zhejiang, Jianggan District, nine Ring Road, No. 4, building 31-1, room 5, 5011, Patentee before: Hangzhou Huaning Pacific Environmental Technology 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: 20090819 Termination date: 20210126 |