CN205935150U - Rain water pipe assembly - Google Patents

Rain water pipe assembly Download PDF

Info

Publication number
CN205935150U
CN205935150U CN201620666702.8U CN201620666702U CN205935150U CN 205935150 U CN205935150 U CN 205935150U CN 201620666702 U CN201620666702 U CN 201620666702U CN 205935150 U CN205935150 U CN 205935150U
Authority
CN
China
Prior art keywords
rainwater pipe
well
rainwater
pipe
sedimentation
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
Application number
CN201620666702.8U
Other languages
Chinese (zh)
Inventor
佟长海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Sina Building Program Design Co Ltd
Original Assignee
Shanghai Sina Building Program Design Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Sina Building Program Design Co Ltd filed Critical Shanghai Sina Building Program Design Co Ltd
Priority to CN201620666702.8U priority Critical patent/CN205935150U/en
Application granted granted Critical
Publication of CN205935150U publication Critical patent/CN205935150U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Abstract

本实用新型提供一种雨水管组件,其包括:第一雨水管、第二雨水管和第三雨水管;导流井,第一雨水管和第二雨水管的一端间隔设置于导流井的侧壁上并与导流井的内部连通;沉泥井,沉泥井与导流井间隔设置,第二雨水管的另一端和第三雨水管间隔设置于沉泥井的侧壁上并与沉泥井的内部连通;其中,第一雨水管、导流井、第二雨水管、沉泥井和第三雨水管依次相连通并形成有雨水通路;第二雨水管用于与污水管间隔设置以避免与污水管相碰撞。本实用新型使雨水管与污水管均能自流排至市政排水管道;本实用新型施工简便,便于操作,排水可靠,便于清通;本实用新型的导流井用于顺利导入雨水,沉泥井用于拦截雨水中杂物及泥沙于沉泥室中以及定期清通。

The utility model provides a rainwater pipe assembly, which comprises: a first rainwater pipe, a second rainwater pipe and a third rainwater pipe; The internal communication of the flow well; the sedimentation well, the sedimentation well and the diversion well are arranged at intervals, and the other end of the second rainwater pipe and the third rainwater pipe are arranged on the side wall of the sedimentation well at intervals and communicated with the inside of the sedimentation well; , the first rainwater pipe, the diversion well, the second rainwater pipe, the sedimentation well and the third rainwater pipe are sequentially connected to form a rainwater passage; the second rainwater pipe is used to be spaced apart from the sewage pipe to avoid collision with the sewage pipe. The utility model enables rainwater pipes and sewage pipes to be discharged to municipal drainage pipes by gravity; the utility model is simple in construction, easy to operate, reliable in drainage, and easy to clear; In the interception of rainwater sundries and sediment in the sedimentation chamber and regular clearing.

Description

雨水管组件Rain pipe components

技术领域technical field

本实用新型涉及一种雨水管组件。The utility model relates to a rainwater pipe assembly.

背景技术Background technique

目前建筑设计小区范围较大,室外排水管要求雨污分流,致使小区室外埋地排水管有雨水管和污水管两条,且市政雨污水接口标高限制,使小区内排水管埋深不能过深,就造成雨污水管道敷设交叉处有标高相碰的情况。At present, the architectural design area is relatively large, and the outdoor drainage pipes require the diversion of rain and sewage. As a result, there are two buried outdoor drainage pipes in the residential area, the rainwater pipe and the sewage pipe, and the elevation of the municipal rainwater and sewage interface is limited, so that the drainage pipes in the residential area cannot be buried too deep. Just cause the intersection of rainwater and sewage pipelines to have the situation that elevation collides.

现行规范没有这方面的处理规定,目前常规做法是降低雨水管标高,这就造成雨水管出口处标高过低,不能自流排至市政雨水管道,雨水管道埋深增大,还要设置雨水提升泵站,造成不必要的浪费及排水风险。The current norms do not have any regulations on this aspect. The current conventional practice is to lower the elevation of the rainwater pipe, which causes the elevation of the outlet of the rainwater pipe to be too low and cannot be discharged to the municipal rainwater pipe by itself. The buried depth of the rainwater pipe increases. Cause unnecessary waste and drainage risks.

实用新型内容Utility model content

本实用新型要解决的技术问题是为了克服现有技术中雨水管和污水管道敷设交叉处有标高相碰、以及降低雨水管标高造成不必要的浪费及排水风险的缺陷,提供一种雨水管组件。The technical problem to be solved by the utility model is to provide a rainwater pipe assembly in order to overcome the defects in the prior art that there is an elevation collision at the intersection of the rainwater pipe and the sewage pipe laying, and that the reduction of the elevation of the rainwater pipe causes unnecessary waste and drainage risks.

本实用新型是通过下述技术方案来解决上述技术问题:The utility model solves the problems of the technologies described above through the following technical solutions:

一种雨水管组件,其特点在于,所述雨水管组件包括:A rainwater pipe assembly, characterized in that the rainwater pipe assembly includes:

第一雨水管、第二雨水管和第三雨水管,所述第一雨水管的中心线、第二雨水管的中心线和第三雨水管的中心线相互平行,且在所述雨水管组件的竖直方向上,所述第三雨水管的中心线位于所述第一雨水管的中心线的下方并位于所述第二雨水管的中心线的上方;The first rainwater pipe, the second rainwater pipe and the third rainwater pipe, the centerline of the first rainwater pipe, the centerline of the second rainwater pipe and the centerline of the third rainwater pipe are parallel to each other, and in the vertical direction of the rainwater pipe assembly, the The centerline of the third rainwater pipe is located below the centerline of the first rainwater pipe and above the centerline of the second rainwater pipe;

导流井,所述第一雨水管和所述第二雨水管的一端间隔设置于所述导流井的侧壁上并与所述导流井的内部连通,所述第二雨水管位于所述导流井的侧壁的底端,所述第一雨水管位于所述导流井的侧壁的中部;In the diversion well, one end of the first rainwater pipe and the second rainwater pipe are arranged at intervals on the side wall of the diversion well and communicate with the inside of the diversion well, and the second rainwater pipe is located in the diversion well. The bottom end of the side wall of the well, the first rainwater pipe is located in the middle of the side wall of the diversion well;

沉泥井,所述沉泥井与所述导流井间隔设置,所述第二雨水管的另一端 和所述第三雨水管间隔设置于所述沉泥井的侧壁上并与所述沉泥井的内部连通,所述第二雨水管位于所述沉泥井的侧壁的中部;A sedimentation well, the sedimentation well is arranged at intervals from the diversion well, the other end of the second rainwater pipe and the third rainwater pipe are arranged at intervals on the side wall of the sedimentation well and connected to the sedimentation well The interior of the well is communicated, and the second rainwater pipe is located in the middle of the side wall of the desilting well;

其中,所述第一雨水管、所述导流井、所述第二雨水管、所述沉泥井和所述第三雨水管依次相连通并形成有雨水通路;所述第二雨水管用于与污水管间隔设置以避免与所述污水管相碰撞。Wherein, the first rainwater pipe, the diversion well, the second rainwater pipe, the sedimentation well and the third rainwater pipe are sequentially connected to form a rainwater passage; the second rainwater pipe is used to connect with the sewage pipe The intervals are arranged to avoid colliding with the sewage pipe.

较佳地,在所述雨水管组件的竖直方向上,所述第一雨水管的中心线与所述污水管的中心线位于同一高度,所述第二雨水管的顶端与所述污水管的底端之间的距离不小于150mm。Preferably, in the vertical direction of the rainwater pipe assembly, the centerline of the first rainwater pipe is at the same height as the centerline of the sewage pipe, and the top end of the second rainwater pipe is at the same height as the bottom end of the sewage pipe. The distance between them is not less than 150mm.

较佳地,所述导流井还设有弧形导流部,所述弧形导流部邻接于所述导流井的侧壁与所述导流井的底面之间,且所述弧形导流部邻接于所述导流井的侧壁的一端与所述导流井的顶面之间的距离小于所述导流井的底面与所述导流井的顶面之间的距离,所述弧形导流部用于疏导雨水流向所述第二雨水管。Preferably, the diversion well is further provided with an arc-shaped diversion part, and the arc-shaped diversion part is adjacent between the side wall of the diversion well and the bottom surface of the diversion well, and the arc The distance between the end of the diversion well adjacent to the side wall of the diversion well and the top surface of the diversion well is less than the distance between the bottom surface of the diversion well and the top surface of the diversion well , the arc-shaped guide part is used to guide rainwater to flow to the second rainwater pipe.

较佳地,所述沉泥井形成有沉泥室,所述沉泥室位于所述沉泥井的底端,所述沉泥室的顶面与所述第二雨水管的底端平齐。Preferably, the desilting well is formed with a desilting chamber, the desilting chamber is located at the bottom end of the desilting well, and the top surface of the desilting chamber is flush with the bottom end of the second rainwater pipe.

较佳地,所述沉泥室的高度不小于600mm。Preferably, the height of the sedimentation chamber is not less than 600mm.

较佳地,所述沉泥井设有排污泵,所述排污泵位于所述沉泥室的底面上,所述排污泵的一端与所述沉泥室连通,所述排污泵的另一端与所述第三雨水管连通,所述排污泵用于将所述沉泥室内的雨水排出到所述第三雨水管。Preferably, the sedimentation well is provided with a sewage pump, the sewage pump is located on the bottom surface of the sedimentation chamber, one end of the sewage pump communicates with the sedimentation chamber, and the other end of the sewage pump communicates with the sedimentation chamber. The third rainwater pipe is connected, and the sewage pump is used to discharge the rainwater in the desilting chamber to the third rainwater pipe.

较佳地,所述导流井的侧壁上由顶端至底端间隔设有若干第一爬梯;所述沉泥井的侧壁上由顶端至底端间隔设有若干第二爬梯。Preferably, the side wall of the diversion shaft is provided with several first ladders at intervals from the top to the bottom; the side wall of the sedimentation well is provided with several second ladders at intervals from the top to the bottom.

本实用新型的积极进步效果在于:The positive progressive effect of the present utility model is:

1、本实用新型避免了雨水管与污水管相碰的情况,使雨水管与污水管均能自流排至市政排水管道。1. The utility model avoids the collision of the rainwater pipe and the sewage pipe, so that both the rainwater pipe and the sewage pipe can be discharged to the municipal drainage pipe by itself.

2、本实用新型施工简便,便于操作,排水可靠,便于清通。2. The utility model has the advantages of simple construction, convenient operation, reliable drainage and convenient dredging.

3、本实用新型的导流井用于顺利导入雨水,沉泥井用于拦截雨水中杂物及泥沙于沉泥室中以及定期清通。3. The diversion well of the utility model is used for smoothly introducing rainwater, and the sedimentation well is used for intercepting sundries and sediment in the rainwater in the sedimentation chamber and clearing them regularly.

4、本实用新型采用比较少的投资,达到较佳的设计效果。4. The utility model adopts less investment to achieve better design effect.

附图说明Description of drawings

图1为本实用新型一较佳实施例的雨水管组件的俯视结构示意图。FIG. 1 is a schematic top view of a rainwater pipe assembly according to a preferred embodiment of the present invention.

图2为本实用新型一较佳实施例的雨水管组件的内部结构示意图。Fig. 2 is a schematic diagram of the internal structure of a rainwater pipe assembly in a preferred embodiment of the present invention.

附图标记说明Explanation of reference signs

第一雨水管 11First rainwater pipe 11

第二雨水管 12Second rainwater pipe 12

第三雨水管 13Third rainwater pipe 13

导流井 2diversion well 2

弧形导流部 21Curved deflector 21

第一爬梯 23First Ladder 23

沉泥井 3sinkhole 3

沉泥室 31Silt Chamber 31

排污泵 32Sewage pump 32

第二爬梯 33Second Ladder 33

污水管 4sewer pipe 4

距离 Ddistance D

沉泥室的高度 HThe height of the sedimentation chamber H

具体实施方式detailed description

下面举个较佳实施例,并结合附图来更清楚完整地说明本实用新型。A preferred embodiment is given below, and the utility model is described more clearly and completely in conjunction with the accompanying drawings.

如图1和图2所示,本实施例提供一种雨水管组件,其包括:第一雨水管11、第二雨水管12、第三雨水管13、导流井2和沉泥井3。As shown in FIG. 1 and FIG. 2 , this embodiment provides a rainwater pipe assembly, which includes: a first rainwater pipe 11 , a second rainwater pipe 12 , a third rainwater pipe 13 , a diversion well 2 and a sedimentation well 3 .

所述第一雨水管11、所述导流井2、所述第二雨水管12、所述沉泥井3和所述第三雨水管13依次相连通并形成有雨水通路。所述雨水通路的流动方向用箭头表示。The first rainwater pipe 11 , the diversion well 2 , the second rainwater pipe 12 , the sedimentation well 3 and the third rainwater pipe 13 are sequentially connected to form a rainwater passage. The flow direction of the rainwater channel is indicated by an arrow.

所述第二雨水管12用于与污水管4间隔设置以避免与所述污水管4相碰撞。The second rainwater pipe 12 is arranged at a distance from the sewage pipe 4 to avoid colliding with the sewage pipe 4 .

所述第一雨水管11和第三雨水管13按能自流的标高设置,并且,第二雨水管12按正常坡度敷设。本实施例中,所述第二雨水管12的管径可适当放大,以利于排水和防止堵塞。The first rainwater pipe 11 and the third rainwater pipe 13 are arranged at a self-flowing elevation, and the second rainwater pipe 12 is laid according to a normal slope. In this embodiment, the diameter of the second rainwater pipe 12 can be appropriately enlarged to facilitate drainage and prevent blockage.

在所述雨水管组件的竖直方向上,所述第一雨水管11的中心线与所述污水管4的中心线位于同一高度,所述第二雨水管12的顶端与所述污水管4的底端之间的距离D不小于150mm。也就是说通过所述第二雨水管12标高下沉,从污水管4下方通过,保证污水管4正常通过。In the vertical direction of the rainwater pipe assembly, the centerline of the first rainwater pipe 11 is at the same height as the centerline of the sewage pipe 4, and the top of the second rainwater pipe 12 is at the same height as the bottom end of the sewage pipe 4. The distance D between them is not less than 150mm. That is to say, the elevation of the second rainwater pipe 12 sinks and passes under the sewage pipe 4 to ensure the normal passage of the sewage pipe 4 .

所述第一雨水管11的中心线、第二雨水管12的中心线和第三雨水管13的中心线相互平行,且在所述雨水管组件的竖直方向上,所述第三雨水管13的中心线位于所述第一雨水管11的中心线的下方并位于所述第二雨水管12的中心线的上方。The centerline of the first rainwater pipe 11, the centerline of the second rainwater pipe 12 and the centerline of the third rainwater pipe 13 are parallel to each other, and in the vertical direction of the rainwater pipe assembly, the centerline of the third rainwater pipe 13 is located at The centerline of the first rainwater pipe 11 is below and above the centerline of the second rainwater pipe 12 .

所述沉泥井3与所述导流井2间隔设置。导流井2用于顺利导入雨水,沉泥井3用于定期清通。The sedimentation well 3 and the diversion well 2 are arranged at intervals. The diversion well 2 is used to import rainwater smoothly, and the sedimentation well 3 is used for regular dredging.

所述第一雨水管11和所述第二雨水管12的一端间隔设置于所述导流井2的侧壁上并与所述导流井2的内部连通,所述第二雨水管12位于所述导流井2的侧壁的底端,所述第一雨水管11位于所述导流井2的侧壁的中部。One end of the first rainwater pipe 11 and the second rainwater pipe 12 are arranged at intervals on the side wall of the diversion well 2 and communicate with the inside of the diversion well 2, and the second rainwater pipe 12 is located in the diversion well 2. The bottom end of the side wall of the flow well 2, the first rainwater pipe 11 is located in the middle of the side wall of the flow well 2.

所述导流井2还设有弧形导流部21,所述弧形导流部21邻接于所述导流井2的侧壁与所述导流井2的底面之间,且所述弧形导流部21邻接于所述导流井2的侧壁的一端与所述导流井2的顶面之间的距离小于所述导流井2的底面与所述导流井2的顶面之间的距离,所述弧形导流部21用于疏导雨水流向所述第二雨水管12。The diversion well 2 is also provided with an arc-shaped diversion part 21, and the arc-shaped diversion part 21 is adjacent between the side wall of the diversion well 2 and the bottom surface of the diversion well 2, and the The distance between the end of the arc diversion part 21 adjacent to the side wall of the diversion well 2 and the top surface of the diversion well 2 is smaller than the distance between the bottom surface of the diversion well 2 and the diversion well 2 The distance between the top surfaces, the arc guide part 21 is used to guide the rainwater to flow to the second rainwater pipe 12 .

所述第二雨水管12的另一端和所述第三雨水管13间隔设置于所述沉泥井3的侧壁上并与所述沉泥井3的内部连通,所述第二雨水管12位于所述沉泥井3的侧壁的中部。The other end of the second rainwater pipe 12 and the third rainwater pipe 13 are arranged at intervals on the side wall of the sedimentation well 3 and communicate with the inside of the sedimentation well 3, and the second rainwater pipe 12 is located in the The middle part of the side wall of the sedimentation well 3.

所述沉泥井3形成有沉泥室31,所述沉泥室31位于所述沉泥井3的底 端,所述沉泥室31的顶面与所述第二雨水管12的底端平齐。所述沉泥室的高度H不小于600mm。The sedimentation well 3 is formed with a sedimentation chamber 31, the sedimentation chamber 31 is located at the bottom of the sedimentation well 3, and the top surface of the sedimentation chamber 31 is level with the bottom end of the second rainwater pipe 12. together. The height H of the sedimentation chamber is not less than 600mm.

所述沉泥井3设有排污泵32,所述排污泵32位于所述沉泥室31的底面上,所述排污泵32的一端与所述沉泥室31连通,所述排污泵32的另一端与所述第三雨水管13连通,所述排污泵32用于将所述沉泥室31内的雨水排出到所述第三雨水管13。Described sedimentation well 3 is provided with sewage pump 32, and described sewage pump 32 is positioned at the bottom surface of described sedimentation chamber 31, and one end of described sewage pump 32 communicates with described sedimentation chamber 31, and the end of described sewage pump 32 The other end communicates with the third rainwater pipe 13 , and the sewage pump 32 is used to discharge the rainwater in the sludge chamber 31 to the third rainwater pipe 13 .

沉泥井3的作用是拦截雨水中杂物及泥沙于沉泥室31中,沉泥室31定期用排污泵32或人工清通。同时,当所述第二雨水管12中雨水不能排出时,也可通过用排污泵32或人工清通沉泥室31,使所述第二雨水管12中雨水排出。The effect of the sedimentation well 3 is to intercept sundries and silt in the rainwater in the sedimentation chamber 31, and the sedimentation chamber 31 is regularly cleared with the sewage pump 32 or manually. Simultaneously, when the rainwater in the second rainwater pipe 12 cannot be discharged, the rainwater in the second rainwater pipe 12 can also be discharged by using the sewage pump 32 or manually clearing the sludge chamber 31 .

所述导流井2的侧壁上由顶端至底端间隔设有若干第一爬梯23。所述沉泥井3的侧壁上由顶端至底端间隔设有若干第二爬梯33。所述第一爬梯23和所述第二爬梯33便于人员进入所述导流井2和所述沉泥井3进行清通和维护工作。A plurality of first ladders 23 are arranged at intervals from the top to the bottom of the diversion shaft 2 . A plurality of second ladders 33 are arranged at intervals from the top to the bottom on the side wall of the sedimentation well 3 . The first ladder 23 and the second ladder 33 are convenient for personnel to enter the diversion well 2 and the sedimentation well 3 for dredging and maintenance work.

虽然以上描述了本实用新型的具体实施方式,但是本领域的技术人员应当理解,这仅是举例说明,本实用新型的保护范围是由所附权利要求书限定的。本领域的技术人员在不背离本实用新型的原理和实质的前提下,可以对这些实施方式做出多种变更或修改,但这些变更和修改均落入本实用新型的保护范围。Although the specific implementation of the utility model has been described above, those skilled in the art should understand that this is only an example, and the protection scope of the utility model is defined by the appended claims. Those skilled in the art can make various changes or modifications to these embodiments without departing from the principle and essence of the present utility model, but these changes and modifications all fall within the protection scope of the present utility model.

Claims (7)

1.一种雨水管组件,其特征在于,所述雨水管组件包括:1. A rainwater pipe assembly, characterized in that, the rainwater pipe assembly comprises: 第一雨水管、第二雨水管和第三雨水管,所述第一雨水管的中心线、第二雨水管的中心线和第三雨水管的中心线相互平行,且在所述雨水管组件的竖直方向上,所述第三雨水管的中心线位于所述第一雨水管的中心线的下方并位于所述第二雨水管的中心线的上方;The first rainwater pipe, the second rainwater pipe and the third rainwater pipe, the centerline of the first rainwater pipe, the centerline of the second rainwater pipe and the centerline of the third rainwater pipe are parallel to each other, and in the vertical direction of the rainwater pipe assembly, the The centerline of the third rainwater pipe is located below the centerline of the first rainwater pipe and above the centerline of the second rainwater pipe; 导流井,所述第一雨水管和所述第二雨水管的一端间隔设置于所述导流井的侧壁上并与所述导流井的内部连通,所述第二雨水管位于所述导流井的侧壁的底端,所述第一雨水管位于所述导流井的侧壁的中部;In the diversion well, one end of the first rainwater pipe and the second rainwater pipe are arranged at intervals on the side wall of the diversion well and communicate with the inside of the diversion well, and the second rainwater pipe is located in the diversion well. The bottom end of the side wall of the well, the first rainwater pipe is located in the middle of the side wall of the diversion well; 沉泥井,所述沉泥井与所述导流井间隔设置,所述第二雨水管的另一端和所述第三雨水管间隔设置于所述沉泥井的侧壁上并与所述沉泥井的内部连通,所述第二雨水管位于所述沉泥井的侧壁的中部;A sedimentation well, the sedimentation well is arranged at intervals from the diversion well, the other end of the second rainwater pipe and the third rainwater pipe are arranged at intervals on the side wall of the sedimentation well and connected to the sedimentation well The interior of the well is communicated, and the second rainwater pipe is located in the middle of the side wall of the desilting well; 其中,所述第一雨水管、所述导流井、所述第二雨水管、所述沉泥井和所述第三雨水管依次相连通并形成有雨水通路;所述第二雨水管用于与污水管间隔设置以避免与所述污水管相碰撞。Wherein, the first rainwater pipe, the diversion well, the second rainwater pipe, the sedimentation well and the third rainwater pipe are sequentially connected to form a rainwater passage; the second rainwater pipe is used to connect with the sewage pipe The intervals are arranged to avoid colliding with the sewage pipe. 2.如权利要求1所述的雨水管组件,其特征在于,在所述雨水管组件的竖直方向上,所述第一雨水管的中心线与所述污水管的中心线位于同一高度,所述第二雨水管的顶端与所述污水管的底端之间的距离不小于150mm。2. The rainwater pipe assembly according to claim 1, characterized in that, in the vertical direction of the rainwater pipe assembly, the centerline of the first rainwater pipe is at the same height as the centerline of the sewage pipe, and the first The distance between the top of the rainwater pipe and the bottom of the sewage pipe is not less than 150mm. 3.如权利要求1所述的雨水管组件,其特征在于,所述导流井还设有弧形导流部,所述弧形导流部邻接于所述导流井的侧壁与所述导流井的底面之间,且所述弧形导流部邻接于所述导流井的侧壁的一端与所述导流井的顶面之间的距离小于所述导流井的底面与所述导流井的顶面之间的距离,所述弧形导流部用于疏导雨水流向所述第二雨水管。3. The rainwater pipe assembly according to claim 1, wherein the diversion well is further provided with an arc guide part, and the arc guide part is adjacent to the side wall of the diversion well and the Between the bottom surface of the diversion well, and the distance between the end of the arc-shaped diversion part adjacent to the side wall of the diversion well and the top surface of the diversion well is less than the bottom surface of the diversion well and the The distance between the top surfaces of the guide wells, the arc-shaped guide part is used to guide rainwater to flow to the second rainwater pipe. 4.如权利要求1所述的雨水管组件,其特征在于,所述沉泥井形成有沉泥室,所述沉泥室位于所述沉泥井的底端,所述沉泥室的顶面与所述第二雨水管的底端平齐。4. The rainwater pipe assembly as claimed in claim 1, wherein the sedimentation well is formed with a sedimentation chamber, the sedimentation chamber is located at the bottom of the sedimentation well, and the top surface of the sedimentation chamber flush with the bottom end of the second rainwater pipe. 5.如权利要求4所述的雨水管组件,其特征在于,所述沉泥室的高度不小于600mm。5. The rainwater pipe assembly according to claim 4, wherein the height of the sedimentation chamber is not less than 600mm. 6.如权利要求4所述的雨水管组件,其特征在于,所述沉泥井设有排污泵,所述排污泵位于所述沉泥室的底面上,所述排污泵的一端与所述沉泥室连通,所述排污泵的另一端与所述第三雨水管连通,所述排污泵用于将所述沉泥室内的雨水排出到所述第三雨水管。6. The rainwater pipe assembly as claimed in claim 4, wherein the sedimentation well is provided with a sewage pump, the sewage pump is located on the bottom surface of the sedimentation chamber, and one end of the sewage pump is connected to the sedimentation chamber. The mud chamber is communicated, and the other end of the sewage pump is communicated with the third rainwater pipe, and the sewage pump is used to discharge the rainwater in the mud chamber to the third rainwater pipe. 7.如权利要求1-6中任意一项所述的雨水管组件,其特征在于,所述导流井的侧壁上由顶端至底端间隔设有若干第一爬梯;所述沉泥井的侧壁上由顶端至底端间隔设有若干第二爬梯。7. The rainwater pipe assembly according to any one of claims 1-6, wherein a number of first ladders are spaced from the top to the bottom on the side wall of the diversion well; A plurality of second ladders are arranged at intervals from the top to the bottom of the side wall.
CN201620666702.8U 2016-06-29 2016-06-29 Rain water pipe assembly Expired - Fee Related CN205935150U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620666702.8U CN205935150U (en) 2016-06-29 2016-06-29 Rain water pipe assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620666702.8U CN205935150U (en) 2016-06-29 2016-06-29 Rain water pipe assembly

Publications (1)

Publication Number Publication Date
CN205935150U true CN205935150U (en) 2017-02-08

Family

ID=57930079

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620666702.8U Expired - Fee Related CN205935150U (en) 2016-06-29 2016-06-29 Rain water pipe assembly

Country Status (1)

Country Link
CN (1) CN205935150U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111719664A (en) * 2020-07-21 2020-09-29 阳谷天马建筑材料有限公司 An Assembled Rain and Sewage Diversion Interchange Inspection Well
CN112095743A (en) * 2020-06-19 2020-12-18 杭州泰协建材有限公司 Rainwater pipe fitting

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112095743A (en) * 2020-06-19 2020-12-18 杭州泰协建材有限公司 Rainwater pipe fitting
CN111719664A (en) * 2020-07-21 2020-09-29 阳谷天马建筑材料有限公司 An Assembled Rain and Sewage Diversion Interchange Inspection Well

Similar Documents

Publication Publication Date Title
CN102635157B (en) Siphoning type rainwater drainage and recovery system
CN206090784U (en) Sewage inspection well group of comprehensive pipe rack
CN208039405U (en) One kind being based on rain sewage diversion town road initial rainwater collection device
CN205296342U (en) Run by gravity sewage system in utility tunnel
CN205935150U (en) Rain water pipe assembly
CN204983100U (en) Inspection well
CN202273312U (en) Vacuum drainage system for draining rainwater of urban underpass road
CN110700385A (en) Energy dissipation structure applied to large ultra-deep drop well and rainwater and sewage energy dissipation method
CN102720266A (en) Siphon type dredging device for water storage and drainage tunnel
CN201850643U (en) Closure deep well self-siphon hydraulic dredging device
CN215977566U (en) Sewage interception system in underdrain
CN108625461A (en) A kind of shutoff type shunting well on combined sewerage system
CN104963383B (en) A hydraulic automatic silting device for an inverted siphon in a pressurized water delivery pipeline
CN101892705B (en) Intercepting deep well self-siphoning hydraulic desilting device
CN207829139U (en) Dirty Vatch basin is cut for municipal storm sewer
CN202610962U (en) Siphon-type desilting device of water storage and drainage tunnel
CN218492679U (en) Anti-silting inverted siphon system
CN204551718U (en) Eddy flow constant-current device
CN204370546U (en) A kind of novel drainage inspection well of the draining that crosses
CN216475480U (en) Siphon rainwater energy dissipation assembly and siphon rainwater energy dissipation composite well
CN104088357A (en) Siphon valve
CN201933604U (en) Rainwater drainage multi-passage inspection well
CN209490519U (en) A kind of irrigation channel water rinses the device of deposit in storage pond
CN204551714U (en) A kind of General purpose type swirl flow constant-current device
CN207567899U (en) A kind of hydraulic engineering chute

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170208

CF01 Termination of patent right due to non-payment of annual fee