CN218233693U - Municipal construction prevents siltation drainage blowdown structure - Google Patents
Municipal construction prevents siltation drainage blowdown structure Download PDFInfo
- Publication number
- CN218233693U CN218233693U CN202221970890.5U CN202221970890U CN218233693U CN 218233693 U CN218233693 U CN 218233693U CN 202221970890 U CN202221970890 U CN 202221970890U CN 218233693 U CN218233693 U CN 218233693U
- Authority
- CN
- China
- Prior art keywords
- drainage
- pipe
- desilting
- silt
- filter screen
- 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.)
- Active
Links
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本申请涉及一种市政建设防淤积排水排污结构,包括第一排水管,所述第一排水管的一端安装有除淤井,所述除淤井远离第一排水管的一侧安装有第二排水管,所述除淤井的内腔靠近顶端安装有过滤网,且过滤网位于第一排水管与第二排水管之间,所述除淤井的内腔顶部活动安装有篦子,所述篦子的顶部安装有淤泥泵,所述淤泥泵的一端连接有淤泥管;通过设置除淤井、第二排水管、过滤网,淤泥泵和淤泥管使其地下排水系统可以网点式分布对淤泥进行集中收集后进行去除,这样降低地下排水管道由于淤泥堆积堵塞的可能性,而且对排水系统间隔一定距离就设置一组除淤井这样即使堵塞也方便排查堵塞点,方便及时排查疏通。
This application relates to a municipal construction anti-silting drainage and sewage structure, including a first drainage pipe, one end of the first drainage pipe is installed with a desilting well, and the side of the desilting well away from the first drainage pipe is installed with a second drainage pipe. Drainage pipe, the inner cavity of the desilting well is equipped with a filter screen near the top, and the filter screen is located between the first drain pipe and the second drain pipe, the top of the inner cavity of the desilting well is movably equipped with a grate, the A silt pump is installed on the top of the grate, and one end of the silt pump is connected with a silt pipe; by setting the desilting well, the second drainage pipe, the filter screen, the silt pump and the silt pipe, the underground drainage system can distribute the silt in a dotted manner. Collect them centrally and remove them, so as to reduce the possibility of clogging underground drainage pipes due to silt accumulation, and set up a set of desilting wells at a certain distance from the drainage system, so that even if it is blocked, it is convenient to check the clogged point, and it is convenient to check and dredge in time.
Description
技术领域technical field
本申请涉及市政排水排污的技术领域,尤其是涉及一种市政建设防淤积排水排污结构。The application relates to the technical field of municipal drainage and sewage discharge, in particular to a municipal construction anti-silting drainage and sewage structure.
背景技术Background technique
排水管道指汇集和排放污水、废水和雨水的管渠及其附属设施所组成的系统。包括干管、支管以及通往处理厂的管道,无论修建在街道上或其它任何地方,只要是起排水作用的管道,都应作为排水管道统计。Drainage pipeline refers to the system composed of pipes and channels and their ancillary facilities for collecting and discharging sewage, waste water and rainwater. Including main pipes, branch pipes and pipelines leading to treatment plants, no matter they are built on streets or anywhere else, as long as they are used for drainage, they should be counted as drainage pipelines.
排水管道系统当中淤泥堆积导致管道堵塞是个常见问题,现有为了防止淤泥堆积会在排水管道系统当中设置淤泥拦截过滤机构,但是这样长期进行拦截淤泥堆积不及时清理还是存在管道堵塞水流不通畅问题。因此,本领域技术人员提供了一种市政建设防淤积排水排污结构,以解决上述背景技术中提出的问题。It is a common problem that silt accumulation in the drainage pipeline system leads to pipeline blockage. In order to prevent silt accumulation, a silt interception filter mechanism is installed in the drainage pipeline system. However, if the long-term interception of silt accumulation is not cleaned up in time, there is still the problem of pipeline blockage and unsmooth water flow. Therefore, those skilled in the art provide a municipal construction anti-silting, drainage and sewage structure to solve the problems raised in the above-mentioned background technology.
实用新型内容Utility model content
为了解决上述背景技术中提出的问题,本申请提供一种市政建设防淤积排水排污结构。In order to solve the problems raised in the above-mentioned background technology, the present application provides an anti-silting, drainage and sewage discharge structure for municipal construction.
本申请提供的一种市政建设防淤积排水排污结构采用如下的技术方案:A municipal construction anti-silting, drainage and sewage structure provided by this application adopts the following technical scheme:
一种市政建设防淤积排水排污结构,包括第一排水管,所述第一排水管的一端安装有除淤井,所述除淤井远离第一排水管的一侧安装有第二排水管,所述除淤井的内腔靠近顶端安装有过滤网,且过滤网位于第一排水管与第二排水管之间,所述除淤井的内腔顶部活动安装有篦子,所述篦子的顶部安装有淤泥泵,所述淤泥泵的一端连接有淤泥管,且淤泥管一端贯穿篦子和过滤网延伸至除淤井的内腔底部。A municipal construction anti-silting drainage and sewage structure, comprising a first drainage pipe, a desilting well is installed at one end of the first drainage pipe, and a second drainage pipe is installed on the side of the desilting well away from the first drainage pipe, The inner cavity of the desilting well is equipped with a filter screen near the top, and the filter screen is located between the first drain pipe and the second drain pipe. The top of the inner cavity of the desilting well is movably equipped with a grate, and the top of the grate A sludge pump is installed, one end of the sludge pump is connected with a sludge pipe, and one end of the sludge pipe extends through the grate and the filter screen to the bottom of the inner chamber of the desilting well.
通过采用上述技术方案,通过设置除淤井、第二排水管、过滤网,淤泥泵和淤泥管使其地下排水系统可以网点式分布对淤泥进行集中收集后进行去除,这样降低地下排水管道由于淤泥堆积堵塞的可能性,而且对排水系统间隔一定距离就设置一组除淤井这样即使堵塞也方便排查堵塞点,方便及时排查疏通。By adopting the above technical scheme, by setting the desilting well, the second drainage pipe, the filter screen, the silt pump and the silt pipe, the underground drainage system can be distributed in a network to centrally collect the silt and then remove it, so that the underground drainage pipes are reduced due to silt. The possibility of accumulation and clogging, and a set of desilting wells are set up at a certain distance from the drainage system, so that even if it is blocked, it is convenient to check the clogging point, and it is convenient to check and dredge in time.
优选的,所述除淤井的顶部固定安装有延伸罩,且淤泥泵位于延伸罩的内腔,所述延伸罩的侧壁底部贯穿开设有进水孔。Preferably, an extension cover is fixedly installed on the top of the desilting well, and the sludge pump is located in the inner cavity of the extension cover, and a water inlet hole is opened through the bottom of the side wall of the extension cover.
通过采用上述技术方案,延伸罩对淤泥泵进行防护,且增加除淤井井口处的安全性,防止意外坠入井内。By adopting the above technical solution, the extension cover protects the sludge pump, increases the safety at the wellhead of the desilting well, and prevents accidental falling into the well.
优选的,所述延伸罩的底部固定连接有加强钉,且加强钉插接于除淤井的侧壁,所述延伸罩的内腔顶部活动设有防护盖。Preferably, the bottom of the extension cover is fixedly connected with reinforcement nails, and the reinforcement nails are inserted into the side wall of the desilting well, and the top of the inner cavity of the extension cover is movably provided with a protective cover.
通过采用上述技术方案,加强钉使其延伸罩安装的更加牢固。By adopting the above technical solution, the reinforcing nail makes the installation of the extension cover more firm.
优选的,所述淤泥泵的底部固定安装有支撑架,且支撑架位于篦子的顶部。Preferably, a support frame is fixedly installed at the bottom of the sludge pump, and the support frame is located on the top of the grate.
通过采用上述技术方案,支撑架将淤泥泵支撑一定高度,防止淤泥泵泡水。By adopting the above technical scheme, the support frame supports the sludge pump to a certain height, preventing the sludge pump from soaking in water.
优选的,所述淤泥管的侧壁固定安装有限位盖,且过滤网的内侧贯穿开设有于限位盖相匹配的贯穿槽,所述淤泥管的底端固定安装有过滤罩。Preferably, a limit cover is fixedly installed on the side wall of the sludge pipe, and a through groove matching the limit cover is opened on the inside of the filter screen, and a filter cover is fixedly installed on the bottom end of the sludge pipe.
通过采用上述技术方案,限位盖对过滤网上贯穿开设的贯穿槽进行密封。By adopting the above-mentioned technical solution, the limit cover seals the through groove opened through the filter net.
优选的,所述除淤井的内腔侧壁固定安装有限位凸块,且过滤网位于限位凸块的顶部。Preferably, the side wall of the inner cavity of the desilting well is fixedly equipped with a limit protrusion, and the filter screen is located on the top of the limit protrusion.
通过采用上述技术方案,限位凸块方便过滤网进行安装。By adopting the above technical solution, the limit protrusion facilitates the installation of the filter net.
综上所述,本申请包括以下有益技术效果:In summary, the application includes the following beneficial technical effects:
通过设置除淤井、第二排水管、过滤网,淤泥泵和淤泥管使其地下排水系统可以网点式分布对淤泥进行集中收集后进行去除,这样降低地下排水管道由于淤泥堆积堵塞的可能性,而且对排水系统间隔一定距离就设置一组除淤井这样即使堵塞也方便排查堵塞点,方便及时排查疏通。By setting desilting wells, second drainage pipes, filter screens, silt pumps and silt pipes, the underground drainage system can be distributed in a network to collect silt and then remove it, so as to reduce the possibility of underground drainage pipes being blocked due to silt accumulation. Moreover, a group of desilting wells are set at a certain distance to the drainage system, so that even if it is blocked, it is convenient to check the clogging point, and it is convenient to check and dredge in time.
附图说明Description of drawings
图1是本申请实施例中一种市政建设防淤积排水排污结构的整体结构示意图;Fig. 1 is the overall structure schematic diagram of a kind of municipal construction anti-silting drainage structure in the embodiment of the application;
图2是本申请实施例中一种市政建设防淤积排水排污结构的局部剖面结构示意图;Fig. 2 is a partial sectional structure schematic diagram of a municipal construction anti-silting drainage and sewage structure in the embodiment of the present application;
图3是本申请实施例中延伸罩的结构示意图。Fig. 3 is a schematic structural diagram of the extension cover in the embodiment of the present application.
附图标记说明:1、第一排水管;2、除淤井;3、第二排水管;4、过滤网;5、篦子;6、延伸罩;7、淤泥泵;8、淤泥管;9、进水孔;10、防护盖;11、限位凸块;12、限位盖;13、支撑架;14、过滤罩;15、加强钉。Explanation of reference signs: 1, the first drainage pipe; 2, the desilting well; 3, the second drainage pipe; 4, the filter screen; 5, the grate; 6, the extension cover; 7, the sludge pump; 8, the sludge pipe; 9 , water inlet hole; 10, protective cover; 11, limit bump; 12, limit cover; 13, support frame; 14, filter cover; 15, reinforcing nail.
具体实施方式detailed description
以下结合附图1-3对本申请作进一步详细说明。The present application will be described in further detail below in conjunction with accompanying drawings 1-3.
本申请实施例公开一种市政建设防淤积排水排污结构。参照图1-3,一种市政建设防淤积排水排污结构,包括第一排水管1,第一排水管1的一端安装有除淤井2,除淤井2远离第一排水管1的一侧安装有第二排水管3,除淤井2的内腔靠近顶端安装有过滤网4,且过滤网4位于第一排水管1与第二排水管3之间,除淤井2的内腔顶部活动安装有篦子5,篦子5的顶部安装有淤泥泵7,淤泥泵7的一端连接有淤泥管8,且淤泥管8一端贯穿篦子5和过滤网4延伸至除淤井2的内腔底部。The embodiment of the present application discloses a municipal construction anti-silting, drainage and sewage discharge structure. Referring to Figures 1-3, a municipal construction anti-silting drainage and sewage structure, including a first drainage pipe 1, one end of the first drainage pipe 1 is installed with a desilting well 2, and the side of the desilting well 2 away from the first drainage pipe 1 The
通过设置除淤井2、第二排水管3、过滤网4,淤泥泵7和淤泥管8使其地下排水系统可以网点式分布对淤泥进行集中收集后进行去除,这样降低地下排水管道由于淤泥堆积堵塞的可能性,而且对排水系统间隔一定距离就设置一组除淤井2这样即使堵塞也方便排查堵塞点,方便及时排查疏通。By arranging the desilting well 2, the
如图1和3所示,除淤井2的顶部固定安装有延伸罩6,且淤泥泵7位于延伸罩6的内腔,延伸罩6的侧壁底部贯穿开设有进水孔9。As shown in Figures 1 and 3, an
延伸罩6对淤泥泵7进行防护,且增加除淤井2井口处的安全性,防止意外坠入井内。The
如图3所示,延伸罩6的底部固定连接有加强钉15,且加强钉15插接于除淤井2的侧壁,延伸罩6的内腔顶部活动设有防护盖10。As shown in FIG. 3 , the bottom of the
加强钉15使其延伸罩6安装的更加牢固。Reinforcing
如图1-2所示,淤泥泵7的底部固定安装有支撑架13,且支撑架13位于篦子5的顶部。As shown in Figure 1-2, the bottom of the
支撑架13将淤泥泵7支撑一定高度,防止淤泥泵7泡水。The
如图1-2所示,淤泥管8的侧壁固定安装有限位盖12,且过滤网4的内侧贯穿开设有于限位盖12相匹配的贯穿槽,淤泥管8的底端固定安装有过滤罩14。As shown in Figure 1-2, the side wall of the
限位盖12对过滤网4上贯穿开设的贯穿槽进行密封。The limit cover 12 seals the through groove opened through the
如图1所示,除淤井2的内腔侧壁固定安装有限位凸块11,且过滤网4位于限位凸块11的顶部。As shown in FIG. 1 , the side wall of the inner cavity of the desilting well 2 is fixedly installed with a
通过采用上述技术方案,限位凸块11方便过滤网4进行安装。By adopting the above technical solution, the
本申请实施例一种市政建设防淤积排水排污结构的实施原理为:雨水从第一排水管1进入除淤井2的内腔,然后水位上升到过滤网4后经过拦截过滤从第二排水管3排出,过滤网4对淤泥进行拦截,这样水源当中的淤泥杂质沉淀在除淤井2的内腔底部,地下排水系统可以每隔一定距离设置一组除淤井2,使其除淤井2网点分布,淤泥泵7定期开启工作,将除淤井2内腔底部的淤泥定期排出井外,将淤泥输送到指定位置然后集中处理;然后地面的雨水流淌经过延伸罩6底部的进水孔9然后贯穿篦子5进入到除淤井2的内腔,然后从第二排水管3排出;延伸罩6固定安装在除淤井2的内腔顶部对淤泥泵7进行防护,且淤泥泵7的底部设有支撑的支撑架13进行防水;这样淤泥泵7设置在井上方便维检修,并且防止长期泡水影响使用寿命;通过设置除淤井2、第二排水管3、过滤网4,淤泥泵7和淤泥管8使其地下排水系统可以网点式分布对淤泥进行集中收集后进行去除,这样降低地下排水管道由于淤泥堆积堵塞的可能性,而且对排水系统间隔一定距离就设置一组除淤井2这样即使堵塞也方便排查堵塞点,方便及时排查疏通。The implementation principle of a municipal construction anti-silting drainage and sewage structure in the embodiment of the present application is as follows: rainwater enters the inner cavity of the desilting well 2 from the first drainage pipe 1, and then the water level rises to the
以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221970890.5U CN218233693U (en) | 2022-07-28 | 2022-07-28 | Municipal construction prevents siltation drainage blowdown structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221970890.5U CN218233693U (en) | 2022-07-28 | 2022-07-28 | Municipal construction prevents siltation drainage blowdown structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218233693U true CN218233693U (en) | 2023-01-06 |
Family
ID=84678666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221970890.5U Active CN218233693U (en) | 2022-07-28 | 2022-07-28 | Municipal construction prevents siltation drainage blowdown structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218233693U (en) |
-
2022
- 2022-07-28 CN CN202221970890.5U patent/CN218233693U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114045915B (en) | System that dams that has function of washing to rain sewage deposit in pipe network | |
| CN101550701A (en) | Method and device for treating partial water burst of foundation ditch | |
| CN218093134U (en) | Multistage tunnel trash removal and distribution system | |
| JP6242097B2 (en) | Underground drainage pump equipment | |
| CN109707443A (en) | A kind of renewable type tunnel drainage system and method | |
| CN106522354B (en) | It is provided with the intercepted drain pumping plant of inclined plate or inclined tube separation | |
| CN110965631A (en) | Deep tunnel drainage shaft with energy dissipation function | |
| CN110093966B (en) | Overflow port structure of bioretention facility | |
| CN218233693U (en) | Municipal construction prevents siltation drainage blowdown structure | |
| CN114876046A (en) | A kind of multifunctional intelligent management well and control method | |
| CN221895869U (en) | Canal head building for water taking and irrigation from silt-rich river channel | |
| CN205399628U (en) | Highway drainage side ditch and drainage pipe connecting device | |
| CN211057970U (en) | Rainwater collection and utilization system for municipal engineering | |
| CN217232043U (en) | Coal dust pollution place initial stage rainwater collection distribution well | |
| CN219315934U (en) | Sewage intercepting and draining device | |
| CN106759645A (en) | A kind of integral type rainwater recycle stores water transfer system and its method | |
| CN212689073U (en) | Green energy-saving building rainwater collecting and processing system | |
| CN110700374A (en) | Ecological water bank with river-following pollution self-control function | |
| KR102290677B1 (en) | Rainwater treatment facility that can exclude pipeline type initial rainwater | |
| KR101090206B1 (en) | Intake device of agricultural reservoir | |
| CN216075447U (en) | Low-carbon environment-friendly overflow pollution control intercepting well | |
| CN215907912U (en) | Inclined shaft sump pit and inclined shaft adverse slope drainage system | |
| CN212561230U (en) | A kind of drainage culvert structure | |
| KR101151090B1 (en) | Keeping treatment system for primary stage rainwater using the water-storage tank | |
| CN211200658U (en) | Urban sewage treatment system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20251113 Address after: 230000 Anhui Province Hefei City Yaohai District Hefei Longgang Comprehensive Economic Development Zone Linquan East Road Jing'an Ruitai Patentee after: Si Wuqiang Country or region after: China Address before: 230000 Anhui Province, Hefei City, Yaohai District, intersection of Xiangshui Road and Dazhong Road, Wenyi Jinmen Xuefu Li, Building 17, Room 2102 Patentee before: Anhui Dongzun Construction Engineering Co.,Ltd. Country or region before: China |
|
| TR01 | Transfer of patent right |
