CN203129109U - Retaining wall backflow-preventing water drain pipe - Google Patents
Retaining wall backflow-preventing water drain pipe Download PDFInfo
- Publication number
- CN203129109U CN203129109U CN201320142235.5U CN201320142235U CN203129109U CN 203129109 U CN203129109 U CN 203129109U CN 201320142235 U CN201320142235 U CN 201320142235U CN 203129109 U CN203129109 U CN 203129109U
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- Prior art keywords
- valve body
- water inlet
- retaining wall
- drain pipe
- water drain
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 64
- 238000007789 sealing Methods 0.000 claims abstract description 3
- 230000001681 protective effect Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 description 13
- 239000004576 sand Substances 0.000 description 3
- 238000006424 Flood reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
Description
技术领域technical field
本实用新型属于水利工程技术领域,具体地涉及一种挡土墙防倒灌泄水管。The utility model belongs to the technical field of water conservancy engineering, in particular to an anti-backflow drain pipe for retaining walls.
背景技术Background technique
在水利工程中,为满足防渗、抗冲等稳定边坡、防止土壤流失的目的,常对河道、溢洪道、渠道的边坡护砌挡土墙,为了挡土墙的安全稳定,设计、护砌挡土墙时均在挡土墙内设置若干泄水管,及时将降雨后形成的土壤重力水或其它原因引起的积水排出,但当河道的水位上涨淹没泄水管时,墙后土体内的水不但不能排出,且河水会通过泄水管倒灌进墙后土体,使土体的含水量增高,土体容重增加,如土体含水量过大,不能及时排出,土体压力往往造成挡土墙坍塌。In water conservancy projects, in order to meet the purpose of stabilizing slopes such as anti-seepage and anti-scouring and preventing soil loss, retaining walls are often built to protect the slopes of rivers, spillways, and channels. For the safety and stability of the retaining walls, design, protection When building a retaining wall, a number of drain pipes are installed in the retaining wall to discharge the soil gravity water formed after the rainfall or the accumulated water caused by other reasons in time. Not only can the water not be discharged, but the river water will pour back into the soil behind the wall through the drain pipe, which will increase the water content of the soil and increase the bulk density of the soil. The wall collapsed.
发明内容Contents of the invention
本实用新型的目的是克服现有技术的不足,提供一种挡土墙防倒灌泄水管,既能有效排除墙后土体水分,又能防止河水倒灌到墙后土体。The purpose of the utility model is to overcome the deficiencies of the prior art and provide an anti-backflow drainage pipe for retaining walls, which can not only effectively remove moisture from the soil behind the wall, but also prevent backflow of river water into the soil behind the wall.
本实用新型的任务通过下述技术方案实现,其技术特点是包括进水管1、单向阀2、排水管9,进水管1与排水管9之间设置有单向阀2;单向阀2由上阀体3、下阀体4、浮球5、栅条6组成,上阀体3呈上小下大的喇叭形,上阀体3上端的进水口7连通进水管1,进水口7的内径小于浮球5的直径,下阀体4内腔中部设有多根栅条6,浮球5放置在栅条6上面的下阀体4与上阀体3之间的腔体内,下阀体4下部侧壁的出水口8连通排水管9,上阀体3、下阀体4采用止口密封连接。The task of the utility model is realized through the following technical solutions, and its technical characteristics are to include a
下阀体4内腔中部设有的多根栅条6相互之间平行,且呈中心高两侧略低的阶梯状排列设置方式。The plurality of grid bars 6 arranged in the middle of the inner cavity of the lower valve body 4 are parallel to each other, and are arranged in a stepped manner with the center high and the two sides slightly lower.
下阀体4底部为弧形面,使排水时的水流能将倒灌水带入下阀体4的泥砂更加顺畅的冲刷进排水管9内排出,防止泥砂淤积。The bottom of the lower valve body 4 is an arc surface, so that the water flow during drainage can bring the silt of the poured water into the lower valve body 4 more smoothly to wash away in the drainpipe 9 and prevent the silt from accumulating.
排水管9出口处设有防护网10,可防止河水漂浮杂物进入排水管9内。Drainage pipe 9 exits are provided with
本实用新型的积极效果是:设计合理,结构简单,成本低廉,运行可靠,既能有效排除墙后土体水分,又能防止河水倒灌到墙后土体,实现单向排水功能,保证挡土墙的稳定、安全,可在水利工程式中广泛推广应用。The positive effects of the utility model are: reasonable design, simple structure, low cost, reliable operation, not only can effectively remove the soil moisture behind the wall, but also prevent river water from pouring back into the soil behind the wall, realize the one-way drainage function, and ensure soil retaining The stability and safety of the wall can be widely applied in hydraulic engineering.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2为图1的A-A剖视图。Fig. 2 is a sectional view along line A-A of Fig. 1 .
图3为本实用新型用于挡土墙的结构示意图。Fig. 3 is a structural schematic diagram of the utility model used for retaining walls.
图中1-进水管,2-单向阀,3-上阀体,4-下阀体,5-浮球,6-栅条,7-进水口,8-出水口,9-排水管,10-防护网,11-挡土墙,12-墙后土体。In the figure 1-water inlet pipe, 2-one-way valve, 3-upper valve body, 4-lower valve body, 5-floating ball, 6-grid bar, 7-water inlet, 8-water outlet, 9-drainage pipe, 10-protective net, 11-retaining wall, 12-soil body behind the wall.
具体实施方式Detailed ways
结合附图详细说明本实用新型提出的一种挡土墙防倒灌泄水管的细节。The details of a retaining wall anti-backflow drain pipe proposed by the utility model will be described in detail in conjunction with the accompanying drawings.
如图1、图2所示,包括进水管1、单向阀2、排水管9,进水管1与排水管9之间设置有单向阀2;单向阀2由上阀体3、下阀体4、浮球5、栅条6组成,上阀体3呈上小下大的喇叭形,上阀体3上端的进水口7连通进水管1,进水口7的内径小于浮球5的直径,下阀体4内腔中部设有多根栅条6,多根栅条6相互之间平行,且呈中心高两侧略低的阶梯状排列设置方式,浮球5放置在栅条6上面的下阀体4与上阀体3之间的腔体内,多根栅条6起到支撑浮球6作用,防止浮球5因自重下移堵塞出水口8,但进水管1排出墙后土体12水份的水流可通过栅条6之间的间隙从出水口8顺利排出,栅条6呈中心高两侧略低的阶梯状排列设置方式,使浮球5在正常的排水状态时,因自重滚至单向阀2阀腔的一边偏离阀腔的中心,能减少进水管1排出水的水流对浮球5的冲刷,可延长浮球5的使用寿命,使排水更加顺畅,且又有利于冲刷下阀体4底部的倒灌水带入的泥砂,将泥砂冲刷进排水管9内排出,防止泥砂淤积,下阀体4下部侧壁的出水口8连通排水管9,上阀体3、下阀体4采用止口密封连接。下阀体4底部为弧形面,使排水时的水流能将倒灌水带入下阀体4的泥砂更加顺畅的冲刷进排水管9内排出,防止泥砂淤积。排水管9出口处设有防护网10,可防止河水漂浮杂物进入排水管9内。当河水上涨淹没泄水管的排水管9出口处时,河水进入单向阀2内,浮球5因浮力作用上浮封堵上阀体3的进水口7,河水就无法倒灌进进水管1内,达到防止倒灌的目的。As shown in Figure 1 and Figure 2, it includes a
如图3所示,护砌挡土墙11时,底排泄水管的安装应高于河道常水位之上,泄水管的水平间距和垂直间距按照挡土墙11设计要求确定,进水管1和排水管9长度根据实际截取,进行墙后土体12填筑时,要按照挡土墙11设计要求在进水管1进水口处设置反滤层。As shown in Figure 3, when building the retaining wall 11, the installation of the bottom discharge pipe should be higher than the normal water level of the river. Pipe 9 length intercepts according to reality, and when carrying out wall back
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320142235.5U CN203129109U (en) | 2013-03-20 | 2013-03-20 | Retaining wall backflow-preventing water drain pipe |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320142235.5U CN203129109U (en) | 2013-03-20 | 2013-03-20 | Retaining wall backflow-preventing water drain pipe |
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| CN203129109U true CN203129109U (en) | 2013-08-14 |
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| CN201320142235.5U Expired - Fee Related CN203129109U (en) | 2013-03-20 | 2013-03-20 | Retaining wall backflow-preventing water drain pipe |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929085A (en) * | 2015-07-07 | 2015-09-23 | 苏州汇诚智造工业设计有限公司 | Automatic drainage system for water conservancy construction and method for making and using same |
| CN105110451A (en) * | 2015-09-10 | 2015-12-02 | 温亚平 | Novel water distributor base |
| CN105672418A (en) * | 2016-03-26 | 2016-06-15 | 安徽科技学院 | Design and application method of kitchen sewer anti-backflow valve |
| CN105804176A (en) * | 2016-03-26 | 2016-07-27 | 安徽科技学院 | Kitchen sewer automatic backflow prevention device technology |
| CN105821943A (en) * | 2016-03-26 | 2016-08-03 | 安徽科技学院 | Anti-backflow design method for kitchen sewer |
| CN105839724A (en) * | 2016-03-26 | 2016-08-10 | 安徽科技学院 | Design method for controlling back flow in kitchen sewer |
| CN107593578A (en) * | 2017-11-02 | 2018-01-19 | 青岛大学 | A kind of anti-down streaming automatic feeding water unidirectional control device |
| CN112726659A (en) * | 2020-12-31 | 2021-04-30 | 浙大城市学院 | Double-backflow-preventing retaining wall drain pipe and using method thereof |
| CN114277727A (en) * | 2021-12-29 | 2022-04-05 | 中国电建集团河南省电力勘测设计院有限公司 | A one-way drainage structures for flood control wall |
-
2013
- 2013-03-20 CN CN201320142235.5U patent/CN203129109U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929085A (en) * | 2015-07-07 | 2015-09-23 | 苏州汇诚智造工业设计有限公司 | Automatic drainage system for water conservancy construction and method for making and using same |
| CN105110451A (en) * | 2015-09-10 | 2015-12-02 | 温亚平 | Novel water distributor base |
| CN105672418A (en) * | 2016-03-26 | 2016-06-15 | 安徽科技学院 | Design and application method of kitchen sewer anti-backflow valve |
| CN105804176A (en) * | 2016-03-26 | 2016-07-27 | 安徽科技学院 | Kitchen sewer automatic backflow prevention device technology |
| CN105821943A (en) * | 2016-03-26 | 2016-08-03 | 安徽科技学院 | Anti-backflow design method for kitchen sewer |
| CN105839724A (en) * | 2016-03-26 | 2016-08-10 | 安徽科技学院 | Design method for controlling back flow in kitchen sewer |
| CN107593578A (en) * | 2017-11-02 | 2018-01-19 | 青岛大学 | A kind of anti-down streaming automatic feeding water unidirectional control device |
| CN112726659A (en) * | 2020-12-31 | 2021-04-30 | 浙大城市学院 | Double-backflow-preventing retaining wall drain pipe and using method thereof |
| CN114277727A (en) * | 2021-12-29 | 2022-04-05 | 中国电建集团河南省电力勘测设计院有限公司 | A one-way drainage structures for flood control wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130814 Termination date: 20140320 |