CN210066944U - Temporary flow guiding device for sewage pipe - Google Patents
Temporary flow guiding device for sewage pipe Download PDFInfo
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- CN210066944U CN210066944U CN201920668001.1U CN201920668001U CN210066944U CN 210066944 U CN210066944 U CN 210066944U CN 201920668001 U CN201920668001 U CN 201920668001U CN 210066944 U CN210066944 U CN 210066944U
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- 239000010865 sewage Substances 0.000 title claims abstract description 29
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 66
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 claims abstract description 9
- 238000004891 communication Methods 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 6
- 230000000903 blocking effect Effects 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009412 basement excavation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002068 genetic effect Effects 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
本实用新型属于管道施工辅助污水导流设备技术领域,具体涉及一种污水管临时导流装置,包括导流管,导流管包括上游连接管、变径管和下游连接管,上游连接管、变径管和下游连接管依次固定连通,所述的上游连接管和上游断开管道相连通,且上游连接管将上游断开管道套装在内部,上游连接管上游口和上游断开管道之间设置有作为封堵口的月亮板;所述的下游连接管和下游断开管道相连通,下游连接管套装在下游断开管道内部;管沟两侧的地面设有支撑杆,反吊绳将支撑杆和导流管圈在绳圈内。本实用新型的导流装置结构简单,造价、成本低,使得新建管道能够正常、顺利施工,具有经济、简单、实用等优点。
The utility model belongs to the technical field of auxiliary sewage diversion equipment for pipeline construction, and in particular relates to a temporary diversion device for sewage pipes, comprising a diversion pipe. The diversion pipe comprises an upstream connecting pipe, a reducing pipe and a downstream connecting pipe. The upstream connecting pipe, The reducing pipe and the downstream connecting pipe are in fixed communication in turn, the upstream connecting pipe is connected with the upstream disconnecting pipe, and the upstream connecting pipe encases the upstream disconnecting pipe inside, between the upstream port of the upstream connecting pipe and the upstream disconnecting pipe A moon plate is provided as a plugging port; the downstream connecting pipe is communicated with the downstream disconnecting pipe, and the downstream connecting pipe is sleeved inside the downstream disconnecting pipe; The support rod and the guide tube are looped in the rope loop. The diversion device of the utility model has the advantages of simple structure, low construction cost and low cost, so that the new pipeline can be constructed normally and smoothly, and has the advantages of economy, simplicity and practicality.
Description
技术领域technical field
本实用新型属于管道施工辅助污水导流设备技术领域,具体涉及一种污水管临时导流装置。The utility model belongs to the technical field of auxiliary sewage diversion equipment for pipeline construction, in particular to a temporary diversion device for sewage pipes.
背景技术Background technique
在水环境治理中,为实现雨污分流、截污纳管,减少和消除污水的散排、直排,城中村中需新建大量污水管网。由于城中村巷道狭窄,地下管线较多,给施工带来了较大难度,制约了施工进度、增加了投入。如在管沟的开挖中,原有合流管因开挖而断开,造成污水排入沟槽,造成新建污水管施工受到较大影响,主要体现在两个方面:一是管道地基因污水浸泡承载力降低;二是管道基础难以施工,如砼基础等的浇筑受到较大影响。为解决该问题,目前通常采取的措施包括:1、截断上游来水,找到合流管上游污水井,用水泵将上游污水抽排出去,但由于城中村的复杂性,通常情况是很多合流管并未建污水井或污水井间隔距离远超规范间距,造成抽排措施难以实施或是实施后意义不大;2、在合流管断开处建一临时积水坑,积水坑位于新开挖沟槽内,采用水泵将合流污水抽排出去,存在的问题是积水坑占用了新建管道位置,积水坑处管道难以施工。为满足管网施工施工需求,克服前述措施缺点及不足,需要一种污水管临时导流设施。In water environment management, in order to realize the diversion of rainwater and sewage, intercepting sewage and receiving pipes, and reducing and eliminating the scattered and direct discharge of sewage, a large number of sewage pipe networks need to be built in urban villages. Due to the narrow roadways and many underground pipelines in the urban village, it has brought greater difficulties to the construction, restricted the construction progress and increased investment. For example, in the excavation of the pipe trench, the original confluence pipe was disconnected due to the excavation, causing sewage to be discharged into the trench, resulting in a greater impact on the construction of the new sewage pipe, which is mainly reflected in two aspects: one is the genetic sewage of the pipeline. The immersion bearing capacity is reduced; the second is that the construction of the pipeline foundation is difficult, such as the pouring of the concrete foundation, which is greatly affected. In order to solve this problem, the measures usually taken at present include: 1. Cut off the upstream water, find the upstream sewage well of the confluence pipe, and use a pump to pump the upstream sewage out. However, due to the complexity of urban villages, usually many confluence pipes No sewage wells are built or the interval between sewage wells is far beyond the standard distance, which makes it difficult to implement the pumping and drainage measures or has little meaning after implementation; 2. Build a temporary stagnant pit at the disconnection of the merging pipe, and the sump pit is located in the newly excavated area In the trench, the confluent sewage is pumped out by a pump, and the existing problem is that the stagnant sump occupies the position of the newly-built pipeline, and the pipeline at the sump is difficult to construct. In order to meet the construction requirements of the pipe network and overcome the shortcomings and deficiencies of the aforementioned measures, a temporary diversion facility for sewage pipes is required.
发明内容SUMMARY OF THE INVENTION
为了克服上述现有技术的不足之处,本实用新型提供一种污水管临时导流装置。In order to overcome the above-mentioned shortcomings of the prior art, the present invention provides a temporary diversion device for sewage pipes.
本实用新型是通过如下技术方案实现的:一种污水管临时导流装置,包括导流管,导流管包括上游连接管、变径管和下游连接管,上游连接管、变径管和下游连接管依次固定连通,所述的上游连接管和上游断开管道相连通,且上游连接管将上游断开管道套装在内部,上游连接管上游口和上游断开管道之间设置有作为封堵口的月亮板;所述的下游连接管和下游断开管道相连通,下游连接管套装在下游断开管道内部;管沟两侧的地面设有支撑杆,反吊绳将支撑杆和导流管圈在绳圈内。The utility model is realized by the following technical solutions: a temporary diversion device for sewage pipes, comprising a diversion pipe, and the diversion pipe comprises an upstream connecting pipe, a reducing pipe and a downstream connecting pipe, the upstream connecting pipe, the reducing pipe and the downstream connecting pipe. The connecting pipes are connected in sequence, and the upstream connecting pipes are connected with the upstream disconnecting pipes, and the upstream connecting pipes are sleeved inside the upstream disconnecting pipes. The moon plate of the mouth; the downstream connecting pipe is communicated with the downstream disconnecting pipe, and the downstream connecting pipe is sleeved inside the downstream disconnecting pipe; the ground on both sides of the pipe trench is provided with support rods, and the anti-suspension rope connects the support rod and the flow guide The tube loop is inside the rope loop.
进一步地,所述的支撑杆为H型钢。Further, the support rod is H-shaped steel.
进一步地,所述的月亮板设在上游断开管道的上圆周侧并使得上游连接管的下侧内壁与上游断开管道的下侧外壁紧密接触。Further, the moon plate is arranged on the upper circumferential side of the upstream disconnecting pipe so that the lower inner wall of the upstream connecting pipe is in close contact with the lower outer wall of the upstream disconnecting pipe.
进一步地,所述的上游连接管、变径管和下游连接管均为钢材质制成。Further, the upstream connecting pipe, the reducing pipe and the downstream connecting pipe are all made of steel.
进一步地,所述的上游连接管、变径管和下游连接管依次焊接为一体。Further, the upstream connecting pipe, the reducing pipe and the downstream connecting pipe are welded into one in sequence.
进一步地,所述的上游连接管、变径管和下游连接管为塑料材质一体化成型。Further, the upstream connecting pipe, the reducing pipe and the downstream connecting pipe are integrally formed of plastic materials.
本实用新型的有益效果是:本实用新型的导流装置结构简单,造价、成本低,使得新建管道能够正常、顺利施工,具有经济、简单、实用等优点。The beneficial effects of the utility model are as follows: the diversion device of the utility model has the advantages of simple structure, low cost and low cost, so that the new pipeline can be constructed normally and smoothly, and has the advantages of economy, simplicity and practicality.
附图说明Description of drawings
图1为本实用新型结构示意图;Fig. 1 is the structural representation of the utility model;
图2为图1的A-A剖视局部视图;Fig. 2 is the A-A sectional partial view of Fig. 1;
图中,1、支撑杆,2、反吊绳,3、上游断开管道,4、下游断开管道,5、月亮板,6、变径管,7、下游连接管,8、上游连接管,9、新建管道,10、管沟。In the figure, 1. Support rod, 2. Reverse hanging rope, 3. Upstream disconnected pipe, 4. Downstream disconnected pipe, 5. Moon plate, 6. Reducer pipe, 7. Downstream connecting pipe, 8. Upstream connecting pipe , 9, new pipeline, 10, pipe trench.
具体实施方式Detailed ways
下面根据附图和实施例对本实用新型进一步说明。The utility model is further described below according to the accompanying drawings and embodiments.
如图1和图2所示,一种污水管临时导流装置,包括导流管,导流管包括上游连接管8、变径管6和下游连接管7,上游连接管8、变径管6和下游连接管7依次固定连通,所述的上游连接管8和上游断开管道3相连通,且上游连接管8将上游断开管道3套装在内部,即上游连接管8的内径要略大于上游断开管道3的外径,上游连接管8上游口和上游断开管道3之间设置有作为封堵口的月亮板5,将上游连接管8和上游断开管道3之间的间隙封堵起来,避免污水从上游连接管8和上游断开管道3之间的间隙流出,影响新建管道9的施工;所述的下游连接管7和下游断开管道4相连通,下游连接管7套装在下游断开管道4内部,即下游连接管7的外径要略小于下游断开管道4的内径;管沟10两侧的地面设有支撑杆1,反吊绳2将支撑杆1和导流管圈在绳圈内,反吊绳2所围成的底圈与导流管相接触,反吊绳2所围成的顶圈与支撑杆1相接触,反吊绳2一方面对导流管起到支撑作用,另一方面可以使得导流管较大一端的上游连接管8的下侧内壁与上游断开管道3的下侧外壁紧密接触。As shown in Figures 1 and 2, a temporary diversion device for sewage pipes includes a diversion tube. The diversion tube includes an upstream connecting
进一步地,所述的支撑杆1为H型钢。Further, the
作为本实施例的改进,所述的月亮板5设在上游断开管道3的上圆周侧并使得上游连接管8的下侧内壁与上游断开管道3的下侧外壁紧密接触。月亮板5与反吊绳2共同作用使得上游连接管8的下侧内壁与上游断开管道3的下侧外壁紧密接触,避免污水外流。As an improvement of this embodiment, the
进一步地,所述的上游连接管8、变径管6和下游连接管7均为钢材质制成。钢材质的承压效果较好,在施工过程中抵抗外物的碰撞的效果较好。Further, the upstream connecting
进一步地,所述的上游连接管8、变径管6和下游连接管7依次焊接为一体。Further, the upstream connecting
进一步地,所述的上游连接管8、变径管6和下游连接管7为塑料材质一体化成型。塑料材质相对于钢材质较轻,便于运输。Further, the upstream connecting
本实用新型的导流装置结构简单,造价、成本低,使得新建管道能够正常、顺利施工,具有经济、简单、实用等优点。The diversion device of the utility model has the advantages of simple structure, low construction cost and low cost, so that the new pipeline can be constructed normally and smoothly, and has the advantages of economy, simplicity and practicality.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920668001.1U CN210066944U (en) | 2019-05-10 | 2019-05-10 | Temporary flow guiding device for sewage pipe |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920668001.1U CN210066944U (en) | 2019-05-10 | 2019-05-10 | Temporary flow guiding device for sewage pipe |
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| CN210066944U true CN210066944U (en) | 2020-02-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920668001.1U Expired - Fee Related CN210066944U (en) | 2019-05-10 | 2019-05-10 | Temporary flow guiding device for sewage pipe |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395497A (en) * | 2020-03-25 | 2020-07-10 | 中国建筑第八工程局有限公司 | Temporary flow guiding method and structure for existing drainage pipe in case of damage of excavated groove |
| CN115341634A (en) * | 2022-08-25 | 2022-11-15 | 上海市城市建设设计研究总院(集团)有限公司 | A medium conduit for temporary drainage of urban large-flow sewage trunk lines and its construction method |
-
2019
- 2019-05-10 CN CN201920668001.1U patent/CN210066944U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395497A (en) * | 2020-03-25 | 2020-07-10 | 中国建筑第八工程局有限公司 | Temporary flow guiding method and structure for existing drainage pipe in case of damage of excavated groove |
| CN115341634A (en) * | 2022-08-25 | 2022-11-15 | 上海市城市建设设计研究总院(集团)有限公司 | A medium conduit for temporary drainage of urban large-flow sewage trunk lines and its construction method |
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Granted publication date: 20200214 |