CN205776335U - A kind of cutting retaining wall - Google Patents
A kind of cutting retaining wall Download PDFInfo
- Publication number
- CN205776335U CN205776335U CN201620512949.4U CN201620512949U CN205776335U CN 205776335 U CN205776335 U CN 205776335U CN 201620512949 U CN201620512949 U CN 201620512949U CN 205776335 U CN205776335 U CN 205776335U
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- retaining wall
- pipe
- connecting tube
- tapping pipe
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Abstract
The utility model discloses a kind of cutting retaining wall, for town road technical field, including retaining wall and some tapping pipes, the soil body after retaining walls is stretched on the top of tapping pipe, the bottom of tapping pipe forms discharge opening at retaining wall metope, and each discharge opening is connected by the connecting tube being close to metope, and connecting tube extends downwardly into below pavement-height along metope, laterally receiving the receipts mouth of a river of road again from road surface, connecting tube is received in access and is arranged filter at the mouth of a river.Current in cross flow state on metope can be become concentrating by connecting tube of the present utility model receives water, then drain into municipal administration storm sewer, by with upper type, change the position of discharge opening, the whereabouts of water is managed, rather than allow its unordered flowing, the process of outlet embody in details fine with rigorous.Above design, can eliminate the hidden danger existed in view, safety, health, function aspects, not have shake-up to retaining wall structure, and improvement cost is low, embodies the theory of environmental protection, saving.
Description
Technical field
This utility model is used for town road technical field, particularly relates to a kind of cutting retaining wall.
Background technology
Retaining wall spilled water hole is embedded in retaining wall, arranges according to certain spacing, can discharge the diving in the soil body after retaining walls, eliminate the soil body water pressure to retaining wall after wall, thus contribute to stablizing of retaining wall.The soil body after retaining walls is stretched in spilled water hole inner end, is typically provided with loaded filter, to stop soil particle to outflow with water；The length that retaining wall metope is certain is stretched out in outer end, and the water droplet released falls the dirtiest along metope after metope.It is generally footpath before the road cutting type protecting wall of urban road, after the above-mentioned water discharged from spilled water hole flow to footpath along retaining wall surface, enters the gutter on footpath limit or cross flow on pavement.
The diving oozed out due to the soil body after the water only wall arranged, bleeder quantity is the most limited, body of wall or road surface will not cause the obvious secondary harm washed away etc, therefore, all do not consider whereabouts and the variation thereof of this part water in specification and current conventional design.But, from ours it has been observed that above-mentioned retaining wall spilled water hole exists following Railway Project:
1, the view of urban road is affected.Spilled water hole directly stretches out surface of wall, destroys the associative perception of retaining wall and the smooth of surface to a certain extent, and visual effect is the best.But this is second, what is worse, although spilled water hole is provided with loaded filter after retaining walls, but, the soil body has the most tiny cosmid, micelle (respectively less than 0.005mm) or solvable mineral, still can run off on a small quantity along with water.After these materials flow out along with water, part can stick to be formed on metope mud trace, and darkens under oxidation and microbial action, becomes isabelline or grey black, visually gives people's the most ugly the dirtiest sense, have impact on the view of urban road significantly.
2, it is unfavorable for safety.Due to the water seepage flow the most lentamente of spilled water hole, making footpath barricade side be chronically at dampness, be easily formed moss, pedestrian steps on and easily slips, and becomes potential safety hazard.
3, it is unfavorable for environmental health.The wet environment that spilled water hole is built, easily grows mosquito, soil boy structure corner or spot as yet untouched by a clean-up campaign.
4, it is unfavorable for that sluicing function keeps.The animal such as birds, batrachia, Eremiatis argi all can perch in spilled water hole, nest outside due to the most exposed, blocks spilled water hole so that it is afunction, if without periodic maintenance, barricade may cause certain hidden danger.
Trace it to its cause, essentially consist in the design concept that we are traditional, a kind of static state, extensive design, lack and run, for the long-term of designed structure, the design carrying out becoming more meticulous from time shaft.For changing above-mentioned situation, it is necessary to become more meticulous transformation to existing road cutting type protecting wall.
Utility model content
For solving the problems referred to above, this utility model provides the cutting retaining wall of a kind of hidden danger eliminating and existing in view, safety, health, function aspects.
This utility model solves its technical problem and be the technical scheme is that a kind of cutting retaining wall, the tapping pipe being located in retaining wall including retaining wall and some inclinations, the soil body after retaining walls is stretched on the top of tapping pipe, the bottom of tapping pipe forms discharge opening at retaining wall metope, each discharge opening is connected by the connecting tube being close to metope, connecting tube extends downwardly into below pavement-height along metope, more laterally receives the receipts mouth of a river of road from road surface, and connecting tube arranges filter at the mouth of a river accessing to receive.
Being further used as the improvement of technical solutions of the utility model, described retaining wall includes basis and wall body, is provided with expansion joint with described wall, and retaining wall forms some retaining wall unit by expansion joint, and each retaining wall unit is equipped with some tapping pipes.
It is further used as the improvement of technical solutions of the utility model, tapping pipe on each retaining wall unit lines up some oblique rows, on each retaining wall unit, to line up one horizontally-arranged for lowermost tapping pipe, on each retaining wall unit, lowermost tapping pipe uses transverse connecting pipe to be connected, same oblique drain pipe on each retaining wall unit uses left-leaning oblique connecting tube to be connected, leftmost discharge opening on each retaining wall unit connects transverse connecting pipe vertically downward, transverse connecting pipe right-hand member is closed, left end connects general export of confluxing, general export of confluxing extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface.
It is further used as the improvement of technical solutions of the utility model, tapping pipe on each retaining wall unit lines up some oblique rows, on each retaining wall unit, to line up one horizontally-arranged for lowermost tapping pipe, on each retaining wall unit, lowermost tapping pipe uses transverse connecting pipe to be connected, same oblique drain pipe on each retaining wall unit uses the oblique connecting tube of Right deviation to be connected, rightmost discharge opening on each retaining wall unit connects transverse connecting pipe vertically downward, transverse connecting pipe left end is closed, right-hand member connects general export of confluxing, general export of confluxing extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface.
Being further used as the improvement of technical solutions of the utility model, retaining wall surface overlays one layer of cladding panel covering connecting tube.
It is further used as the improvement of technical solutions of the utility model, the top mouth of pipe of tapping pipe arranges loaded filter, described loaded filter includes the emery cloth being wrapped in the tapping pipe top mouth of pipe and is located at the emery cloth rubble loaded filter near soil body side, arranges rammer and fill out argillic horizon below rubble loaded filter.
The beneficial effects of the utility model: the connecting tube that the discharge opening of each tapping pipe is connected by this utility model in retaining wall surface configuration, current in cross flow state on metope can be become concentrating by connecting tube receives water, connecting tube extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface, the diving discharged through receiving the mouth of a river accesses municipal administration storm sewer the most nearby, by with upper type, change the position of discharge opening, the whereabouts of water is managed, finally flow into municipal administration storm sewer, rather than allow its unordered flowing, it is fine with rigorous that the process of outlet embodies in details.Above design, can eliminate the hidden danger existed in view, safety, health, function aspects, not have shake-up to retaining wall structure, and improvement cost is low, embodies the theory of environmental protection, saving.
Accompanying drawing explanation
The utility model is described in further detail below in conjunction with the accompanying drawings:
Fig. 1 be this utility model discharge opening be quincuncial arrangement structural representation；
Fig. 2 is this utility model discharge opening structural representation in rectangular layout；
Fig. 3 is this utility model retaining wall profile；
Fig. 4 is this utility model draining basis drawing.
Detailed description of the invention
Referring to figs. 1 through Fig. 4, that show the concrete structure of the preferred embodiment of this utility model.Will be detailed below the construction features of each element of this utility model, if and when being described direction (upper and lower, left and right, before and after), it is to describe for reference with the structure shown in Fig. 1 or Fig. 2, but actually used direction of the present utility model is not limited thereto.
This utility model provides a kind of cutting retaining wall, the tapping pipe 2 being located in retaining wall 1 including retaining wall 1 and some inclinations, the soil body after retaining wall 1 wall is stretched on the top of tapping pipe 2, the bottom of tapping pipe 2 forms discharge opening at retaining wall 1 metope, each discharge opening is connected by the connecting tube 3 being close to metope, wherein, discharge opening is connected by bidirectional joint (when connecting a pipe) or Multidirectional connector (when connecting many pipes) with connecting tube 3, seam makees Anti-seeping technology, connecting tube 3 extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface, connecting tube 3 is received in access and is arranged filter at the mouth of a river, filter uses and arranges the version that steel wire wraps up and fixes at the mouth of pipe of connecting tube, blocked to prevent toy from entering.Above-mentioned design does not change the essential structure of body of wall and the basic function of spilled water hole, only to wall surface and outlet local flow improvement, can become concentrating by current in cross flow state on metope and receive water, then drain into municipal administration storm sewer, thus avoid above-mentioned problems, promote Urban Road Landscapes.This programme cost is the highest, simple, it is simple to popularization and application.
Described retaining wall 1 includes basis 11 and wall body 12, and described wall body 12 is provided with expansion joint 13, and retaining wall 1 forms some retaining wall unit 14 by expansion joint 13, each retaining wall unit 14 is equipped with some tapping pipes 2.
Connecting tube connected mode is as follows: each discharge opening oblique connecting tube being parallel to each other connects.With reference to Fig. 1, the spilled water hole originally arranged in blossom type, oblique connecting tube inclination angle is 60 °；Square layout, oblique connecting tube inclination angle is 45 °；With reference to Fig. 2, in rectangular layout, oblique connecting tube inclination angle is equal to rectangle diagonal and base angle.
Tapping pipe 2 on each retaining wall unit 14 lines up some oblique rows, on each retaining wall unit 14, to line up one horizontally-arranged for lowermost tapping pipe 2, on each retaining wall unit 14, lowermost tapping pipe 2 uses transverse connecting pipe to be connected, same oblique drain pipe on each retaining wall unit 14 uses left-leaning oblique connecting tube to be connected, leftmost discharge opening on each retaining wall unit 14 connects transverse connecting pipe vertically downward, transverse connecting pipe right-hand member is closed, left end connects general export of confluxing, general export of confluxing extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface.
Tapping pipe 2 on each retaining wall unit 14 lines up some oblique rows, on each retaining wall unit 14, to line up one horizontally-arranged for lowermost tapping pipe 2, on each retaining wall unit 14, lowermost tapping pipe 2 uses transverse connecting pipe to be connected, same oblique drain pipe on each retaining wall unit 14 uses the oblique connecting tube of Right deviation to be connected, rightmost discharge opening on each retaining wall unit 14 connects transverse connecting pipe vertically downward, transverse connecting pipe left end is closed, right-hand member connects general export of confluxing, general export of confluxing extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface.
Retaining wall 1 surface overlays one layer of cladding panel 3 covering connecting tube, and various pattern can be decorated according to the needs of road landscape in the surface of cladding panel 3, or air brushing or hollow out or sculpture, with the geomorphological features coordinating and unifying of road both sides.
The top mouth of pipe of tapping pipe 2 arranges loaded filter, the soil particle preventing big particle diameter enters tapping pipe, described loaded filter includes the emery cloth being wrapped in the tapping pipe top mouth of pipe and is located at the emery cloth rubble loaded filter 4 near soil body side, arranges rammer and fill out argillic horizon 5 below rubble loaded filter 4.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement on the premise of this utility model spirit, and modification or the replacement of these equivalents are all contained in the application claim limited range.
Claims (6)
1. a cutting retaining wall, it is characterized in that: include the tapping pipe that retaining wall and some inclinations are located in retaining wall, the soil body after retaining walls is stretched on the top of tapping pipe, the bottom of tapping pipe forms discharge opening at retaining wall metope, each discharge opening is connected by the connecting tube being close to metope, connecting tube extends downwardly into below pavement-height along metope, more laterally receives the receipts mouth of a river of road from road surface, and connecting tube arranges filter at the mouth of a river accessing to receive.
Cutting retaining wall the most according to claim 1, it is characterised in that: described retaining wall includes basis and wall body, is provided with expansion joint with described wall, and retaining wall forms some retaining wall unit by expansion joint, and each retaining wall unit is equipped with some tapping pipes.
Cutting retaining wall the most according to claim 2, it is characterized in that: the tapping pipe on each retaining wall unit lines up some oblique rows, on each retaining wall unit, to line up one horizontally-arranged for lowermost tapping pipe, on each retaining wall unit, lowermost tapping pipe uses transverse connecting pipe to be connected, same oblique drain pipe on each retaining wall unit uses left-leaning oblique connecting tube to be connected, leftmost discharge opening on each retaining wall unit connects transverse connecting pipe vertically downward, transverse connecting pipe right-hand member is closed, left end connects general export of confluxing, general export of confluxing extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface.
Cutting retaining wall the most according to claim 2, it is characterized in that: the tapping pipe on each retaining wall unit lines up some oblique rows, on each retaining wall unit, to line up one horizontally-arranged for lowermost tapping pipe, on each retaining wall unit, lowermost tapping pipe uses transverse connecting pipe to be connected, same oblique drain pipe on each retaining wall unit uses the oblique connecting tube of Right deviation to be connected, rightmost discharge opening on each retaining wall unit connects transverse connecting pipe vertically downward, transverse connecting pipe left end is closed, right-hand member connects general export of confluxing, general export of confluxing extends downwardly into below pavement-height along metope, the receipts mouth of a river of road is laterally received again from road surface.
Cutting retaining wall the most according to claim 1, it is characterised in that: retaining wall surface overlays one layer of cladding panel covering connecting tube.
Cutting retaining wall the most according to claim 1, it is characterized in that: the top mouth of pipe of tapping pipe arranges loaded filter, described loaded filter includes the emery cloth being wrapped in the tapping pipe top mouth of pipe and is located at the emery cloth rubble loaded filter near soil body side, arranges rammer and fill out argillic horizon below rubble loaded filter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620512949.4U CN205776335U (en) | 2016-05-30 | 2016-05-30 | A kind of cutting retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620512949.4U CN205776335U (en) | 2016-05-30 | 2016-05-30 | A kind of cutting retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776335U true CN205776335U (en) | 2016-12-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620512949.4U Active CN205776335U (en) | 2016-05-30 | 2016-05-30 | A kind of cutting retaining wall |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108716223A (en) * | 2018-06-28 | 2018-10-30 | 广州市设计院 | Barricade drainage system |
| CN110453724A (en) * | 2019-09-18 | 2019-11-15 | 安徽工程大学 | A kind of novel fabricated antidetonation counterfort retaining wall |
| CN111074938A (en) * | 2020-02-06 | 2020-04-28 | 贵州星隆迪岩土工程有限公司 | Landscape retaining wall and construction method |
-
2016
- 2016-05-30 CN CN201620512949.4U patent/CN205776335U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108716223A (en) * | 2018-06-28 | 2018-10-30 | 广州市设计院 | Barricade drainage system |
| CN108716223B (en) * | 2018-06-28 | 2024-05-28 | 广州市设计院集团有限公司 | Retaining wall drainage system |
| CN110453724A (en) * | 2019-09-18 | 2019-11-15 | 安徽工程大学 | A kind of novel fabricated antidetonation counterfort retaining wall |
| CN111074938A (en) * | 2020-02-06 | 2020-04-28 | 贵州星隆迪岩土工程有限公司 | Landscape retaining wall and construction method |
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| Date | Code | Title | Description |
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| 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: 510060 East seat, No. 348 East Ring Road, Guangzhou, Guangdong, Yuexiu District Patentee after: Guangzhou municipal engineering design and Research Institute Co., Ltd. Address before: 510060 East seat, No. 348 East Ring Road, Guangzhou, Guangdong Patentee before: Guangzhou City Engineering Design studies total institute |