CN205296346U - Sewer line air supply precipitation structure - Google Patents
Sewer line air supply precipitation structure Download PDFInfo
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- CN205296346U CN205296346U CN201620017990.4U CN201620017990U CN205296346U CN 205296346 U CN205296346 U CN 205296346U CN 201620017990 U CN201620017990 U CN 201620017990U CN 205296346 U CN205296346 U CN 205296346U
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- sewage
- sewage pipeline
- well
- pipeline
- dewatering
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- 238000001556 precipitation Methods 0.000 title claims description 10
- 239000010865 sewage Substances 0.000 claims abstract description 71
- 238000007689 inspection Methods 0.000 claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000003673 groundwater Substances 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 229920001903 high density polyethylene Polymers 0.000 description 2
- 239000004700 high-density polyethylene Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- Sewage (AREA)
Abstract
本实用新型公开了一种污水管道送风降水结构,包括污水管道,以污水管道的长度方向为前后方向,污水管道在其前后方向上间隔设有若干检查井;所述检查井的井口处设有送风机;沿污水管道长度方向每隔20米设有一眼降水井,降水井均直径为500毫米且深20米;降水井底部设有潜污泵,潜污泵的出水管沿降水井通至地表。本实用新型结构简单,使用方便,能够在污水管道内创造安全健康的空气环境,并降低污水管道处地下水的水位,从而为施工人员在井下清污、查找并标记渗漏点以及进行管道内堵漏的施工创造条件。
The utility model discloses an air supply and dewatering structure for a sewage pipeline, which comprises a sewage pipeline, the length direction of the sewage pipeline is taken as the front and rear direction, and several inspection wells are arranged at intervals in the front and rear direction of the sewage pipeline; There is a blower; along the length of the sewage pipeline, there is a dewatering well every 20 meters. The average diameter of the dewatering well is 500 mm and the depth is 20 meters; surface. The utility model is simple in structure, easy to use, can create a safe and healthy air environment in the sewage pipeline, and lower the water level of the groundwater in the sewage pipeline, so that construction personnel can clean up the dirt in the well, find and mark the leakage point and block the pipeline. Create conditions for leaky construction.
Description
技术领域 technical field
本实用新型涉及一种施工技术领域,尤其涉及市政地下管网的防水补漏工程。 The utility model relates to the technical field of construction, in particular to a waterproof and leak-remedial project of municipal underground pipe networks.
背景技术 Background technique
城市污水管网包括埋于地下的污水管道,污水管道在其长度方向上间隔设有若干检查井,相邻检查井一般间隔几百米(如500米)。 The urban sewage pipe network includes sewage pipes buried underground. There are several inspection wells at intervals along the length of the sewage pipes. Adjacent inspection wells are generally separated by hundreds of meters (such as 500 meters).
污水管道在长期使用后,其内容易沉积大量污物,并且管道会出现局部开裂等现象,污水管道一般由多段管道连接而成,管道对接处在长期使用后也容易出现密封不严的现象。在城市地下水位较高的情况下,地下水就会通过管道破损处以及密封不严的管道对接处渗漏进污水管道,一方面浪费了地下水,另一方面大大增加了污水处理厂的工作量,造成人力物力的浪费。由于污水处理厂处理能力有限,遇到下雨天气或居民用水高峰期,不能够及时处理的污水混合地下水后沿检查井等部分会溢出至路面,影响城市正常的交通。部分污水管道内的污水也会通过渗漏点污染地下水,对环境造成不利影响。 After long-term use of sewage pipes, a large amount of dirt is easy to deposit in them, and the pipes may be partially cracked. Sewage pipes are generally connected by multi-section pipes, and the joints of pipes are also prone to poor sealing after long-term use. In the case of a high urban groundwater level, groundwater will seep into the sewage pipes through damaged pipes and poorly sealed pipe joints. On the one hand, groundwater is wasted, and on the other hand, the workload of sewage treatment plants is greatly increased. Cause waste of manpower and material resources. Due to the limited processing capacity of the sewage treatment plant, in rainy weather or peak periods of residential water use, the sewage that cannot be treated in time will overflow to the road along the inspection well and other parts after being mixed with groundwater, affecting normal traffic in the city. The sewage in some sewage pipes will also pollute groundwater through leakage points, causing adverse effects on the environment.
目前,对于管道渗漏水的处理,容易想到的方式是对于污水管道采取内衬HDPE管和内衬不锈钢管等方式来防水补漏,这种方式的缺陷是: At present, for the treatment of pipeline leakage water, the easy-to-think method is to line the sewage pipeline with HDPE pipe or stainless steel pipe to prevent leakage. The disadvantages of this method are:
1.成本高。HDPE管和不锈钢管成本较高,施工造价较高。 1. High cost. HDPE pipes and stainless steel pipes have higher costs and higher construction costs.
2.内衬管道后,等于原有的污水管道废弃不用,形成资源浪费;且内衬管的管径必然小于原污水管道的直径,造成污水管道实际管径缩小,不符合原污水管道的设计要求。 2. After lining the pipeline, it means that the original sewage pipeline is abandoned, resulting in waste of resources; and the diameter of the lining pipe must be smaller than the diameter of the original sewage pipeline, resulting in the actual diameter of the sewage pipeline shrinking, which does not conform to the design of the original sewage pipeline Require.
3.没有对污水管道形成防护,不能应对地层结构应力变化对污水管道带来的危害。 3. There is no protection for the sewage pipeline, and it cannot cope with the damage caused by the stress change of the stratum structure to the sewage pipeline.
如果抛弃内衬管的固有思路,采用具有开创性的内堵漏、外注浆的方式进行施工,则可以克服上不足。而采用内堵漏、外注浆的方式进行施工,就需要对改善污水管道内的空气条件,对污水管道周边进行降水。因此,本技术领域需要一种结构简单实用的污水管道送风降水结构。 If the inherent thinking of the inner liner is discarded, and the groundbreaking method of internal plugging and external grouting is used for construction, the above shortcomings can be overcome. However, the method of internal plugging and external grouting needs to improve the air condition in the sewage pipe and dewater the surrounding area of the sewage pipe. Therefore, the technical field needs a simple and practical sewage pipeline air supply and precipitation structure.
实用新型内容 Utility model content
本实用新型的目的在于提供一种污水管道送风降水结构,能够对污水管道进行有效的送风,并降低污水管道处地下水的水位。 The purpose of the utility model is to provide an air supply and dewatering structure for sewage pipelines, which can effectively supply air to the sewage pipelines and reduce the water level of groundwater at the sewage pipelines.
为实现上述目的,本实用新型的污水管道送风降水结构包括污水管道,以污水管道的长度方向为前后方向,污水管道在其前后方向上间隔设有若干检查井;所述检查井的井口处设有送风机; In order to achieve the above object, the sewage pipeline air supply and dewatering structure of the present utility model includes a sewage pipeline, and the length direction of the sewage pipeline is the front and rear direction, and the sewage pipeline is provided with several inspection wells at intervals in the front and rear direction; the wellhead of the inspection well is Provided with blower;
沿污水管道长度方向每隔20米设有一眼降水井,降水井均直径为500毫米且深20米;降水井底部设有潜污泵,潜污泵的出水管沿降水井通至地表。 Along the length of the sewage pipeline, there is a dewatering well every 20 meters. The average diameter of the dewatering well is 500 mm and the depth is 20 meters. A submersible sewage pump is installed at the bottom of the dewatering well, and the outlet pipe of the submersible sewage pump leads to the surface along the dewatering well.
所述潜污泵的出水管通过连接水管与市政雨水管网相连通。 The outlet pipe of the submersible sewage pump communicates with the municipal rainwater pipe network through a connecting water pipe.
所述送风机的进风口朝上设置并高于检查井的井口;所述送风机的出风口朝下并位于检查井内;送风机的进风口处设有滤网。 The air inlet of the air blower is set upward and higher than the wellhead of the inspection well; the air outlet of the air blower is downward and located in the inspection well; the air inlet of the air blower is provided with a filter screen.
本实用新型具有如下的优点: The utility model has the following advantages:
本实用新型结构简单,使用方便,能够在污水管道内创造安全健康的空气环境,并降低污水管道处地下水的水位,从而为施工人员在井下清污、查找并标记渗漏点以及进行管道内堵漏的施工创造条件。 The utility model is simple in structure, easy to use, can create a safe and healthy air environment in the sewage pipeline, and lower the water level of the groundwater in the sewage pipeline, so that construction personnel can clean up the dirt in the well, find and mark the leakage point and block the pipeline. Create conditions for leaky construction.
降水井之间的间隔为20米,既保障两眼降水井之间的污水管道附近的地下水位均得到有效下降(如果间隔过长,则两眼降水井中间点的地下水位不能够得到有效下降),又兼顾了施工效率(如果降水井之间的间隔过短,则施工效率下降)。降水井均直径为500毫米且深20米,既便于施工,又能够保证降水效果。 The interval between the precipitation wells is 20 meters, which not only ensures that the groundwater level near the sewage pipe between the two precipitation wells can be effectively reduced (if the interval is too long, the groundwater level at the middle point of the two precipitation wells cannot be effectively reduced ), taking into account the construction efficiency (if the interval between the precipitation wells is too short, the construction efficiency will decrease). The average diameter of the precipitation wells is 500 mm and the depth is 20 meters, which is not only convenient for construction, but also can ensure the precipitation effect.
在送风的过程中,地面空气中的杂物会被滤网所阻挡,不会通过检查井送入污水管道,一方面保护了送风机,另一方面也避免杂物进入污水管道给井下的施工操作带来不便。 During the air supply process, the sundries in the ground air will be blocked by the filter and will not be sent into the sewage pipe through the inspection well. On the one hand, the blower is protected, and on the other hand, it is also prevented from entering the sewage pipe for underground construction. Operation is inconvenient.
附图说明 Description of drawings
图1是本实用新型的竖向剖视示意图; Fig. 1 is a vertical sectional schematic view of the utility model;
图2是送风机的俯视示意图。 Fig. 2 is a schematic top view of the air blower.
具体实施方式 detailed description
如图1和图2所示,本实用新型的污水管道送风降水结构包括污水管道1,以污水管道1的长度方向为前后方向,污水管道1在其前后方向上间隔设有若干检查井2;所述检查井2的井口处设有送风机3; As shown in Figure 1 and Figure 2, the sewage pipeline air supply and dewatering structure of the present utility model comprises a sewage pipeline 1, with the length direction of the sewage pipeline 1 as the front and rear direction, the sewage pipeline 1 is provided with several inspection wells 2 at intervals in the front and rear direction ; The wellhead of the inspection well 2 is provided with a blower 3;
沿污水管道1长度方向每隔20米设有一眼降水井4,降水井4均直径为500毫米且深20米;降水井4底部设有潜污泵5,潜污泵5的出水管6沿降水井4通至地表。 Along the sewer pipe 1 length direction, every 20 meters is provided with a dewatering well 4, and the average diameter of the dewatering well 4 is 500 millimeters and 20 meters deep; The precipitation well 4 leads to the surface.
所述潜污泵5的出水管6通过连接水管7与市政雨水管网8相连通,从而将污水管道1周边的地下水泵出后送至雨水管网8,避免将水排至地表对污水管网附近地面形成污染,也避免路面积水妨碍交通或者施工。 The outlet pipe 6 of the submersible sewage pump 5 is connected to the municipal rainwater pipe network 8 through the connecting water pipe 7, so that the groundwater around the sewage pipe 1 is pumped out and sent to the rainwater pipe network 8, so as to avoid draining water to the surface to the vicinity of the sewage pipe network Pollution is formed on the ground, and water on the road is prevented from hindering traffic or construction.
所述送风机3的进风口9朝上设置并高于检查井2的井口;所述送风机3的出风口10朝下并位于检查井2内;送风机3的进风口9处设有滤网11。所述送风机3优选采用轴流风机。 The air inlet 9 of the blower 3 is set upward and higher than the wellhead of the inspection well 2; the air outlet 10 of the blower 3 is downward and located in the inspection well 2; the air inlet 9 of the blower 3 is provided with a filter screen 11. The blower 3 is preferably an axial flow fan.
使用时,开启送风机3,将地面的新鲜空气通过检查井2送入污水管道1,改善污水管道1内的空气条件,从而为工作人员下井工作创造安全的空气环境。开启潜污泵5,将污水管道1处的地下水沿降水井4送出,并最终送入市政雨水管网8,从而降低污水管道1处的地下水位,使地下水不再淹没污水管道1,为工作人员在污水管道1内进行堵漏操作创造条件(如果渗漏点一直在漏水,将会给堵漏操作带来困难)。抽出的地下水送入市政雨水管网8,避免将水排至地表对污水管网附近地面形成污染,也避免路面积水妨碍交通或者施工。在送风的过程中,地面空气中的杂物会被滤网11所阻挡,不会通过检查井2送入污水管道1,一方面保护了送风机3,另一方面也避免杂物进入污水管道1给井下的施工操作带来不便。 When in use, the air blower 3 is turned on, and the fresh air on the ground is sent into the sewage pipeline 1 through the inspection well 2, so as to improve the air condition in the sewage pipeline 1, thereby creating a safe air environment for the staff to work in the well. Turn on the submersible sewage pump 5, send the groundwater at the sewage pipeline 1 along the dewatering well 4, and finally send it into the municipal rainwater pipe network 8, thereby reducing the groundwater level at the sewage pipeline 1, so that the groundwater no longer submerges the sewage pipeline 1. Carry out plugging operation in sewage pipeline 1 to create conditions (if the seepage point is leaking all the time, will bring difficulty to plugging operation). The extracted groundwater is sent into the municipal rainwater pipe network 8 to prevent the water from being drained to the surface to pollute the ground near the sewage pipe network, and to prevent road accumulation from hindering traffic or construction. During the air supply process, the sundries in the air on the ground will be blocked by the filter screen 11, and will not be sent into the sewage pipe 1 through the inspection well 2. On the one hand, the air blower 3 is protected, and on the other hand, sundries are prevented from entering the sewage pipe. 1 brings inconvenience to the construction operation in the well.
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620017990.4U CN205296346U (en) | 2016-01-11 | 2016-01-11 | Sewer line air supply precipitation structure |
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| CN201620017990.4U CN205296346U (en) | 2016-01-11 | 2016-01-11 | Sewer line air supply precipitation structure |
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| CN205296346U true CN205296346U (en) | 2016-06-08 |
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| CN201620017990.4U Expired - Fee Related CN205296346U (en) | 2016-01-11 | 2016-01-11 | Sewer line air supply precipitation structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023065A (en) * | 2017-05-02 | 2017-08-08 | 陆彬燕 | A kind of municipal pipeline novel ventilation device |
| CN111501858A (en) * | 2020-04-15 | 2020-08-07 | 中国二十冶集团有限公司 | Construction method for detecting leakage by using foundation pit bottom plate dewatering well plugging device |
-
2016
- 2016-01-11 CN CN201620017990.4U patent/CN205296346U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023065A (en) * | 2017-05-02 | 2017-08-08 | 陆彬燕 | A kind of municipal pipeline novel ventilation device |
| CN111501858A (en) * | 2020-04-15 | 2020-08-07 | 中国二十冶集团有限公司 | Construction method for detecting leakage by using foundation pit bottom plate dewatering well plugging device |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160608 |