CN204282500U - A kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain - Google Patents
A kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain Download PDFInfo
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- CN204282500U CN204282500U CN201420671953.6U CN201420671953U CN204282500U CN 204282500 U CN204282500 U CN 204282500U CN 201420671953 U CN201420671953 U CN 201420671953U CN 204282500 U CN204282500 U CN 204282500U
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Abstract
The utility model provides a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain, comprise rain dirty integral tube, pipe joint, sink hole, catch-basin, interlayer is provided with in the dirty integral tube of described rain, dirty for described rain integral tube is divided into sewage pipe and row's rain pipe by described interlayer, described pipe joint is used for dirty for several rain integral tube to couple together, the connected mode of the dirty integral tube of described rain is spigot-and-socket, and described pipe joint is the double-bellmouth structure that integral tube dirty with described rain matches.In the region that execution conditions are narrow, by adopting the dirty integral tube draining of rain, thoroughly solve the drainage problem of these regions resident, accomplish rain dirt shunting in space-constrained place, namely avoid sewage and enter river, again save the processing cost of Sewage Plant, cost-saving and attractive in appearance, reduce floor space.
Description
Technical field
The utility model relates to drainage pipe field, is specifically related to a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain.
Background technology
Old Suzhou is established existing more than 2500 year so far.Along with the transition of history, expanding economy, the drainage measure that Middle St lane, ancient city falls behind cannot meet the environmental requirement of increasingly stringent, carries out drainage reconstruction imperative to side street lane; But lane, part street area stenosis, particularly historic conservation area, belong to control guarantor scope, do not possess road widening condition, rain pipe cannot be laid simultaneously, soil pipe carries out rain dirt shunting.In this case, land for roads space is saved imperative.But at present in technology, rain pipe and soil pipe are under being separately arranged side by side at road, do not have special pipeline to save and take up an area space.
Utility model content
The shortcoming of prior art in view of the above, the purpose of this utility model is to provide a kind of drainage pipe can accomplishing rain dirt shunting in lane, narrow street.
For achieving the above object and other relevant objects, the utility model provides a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain, comprise rain dirty integral tube, pipe joint, sink hole, catch-basin, interlayer is provided with in the dirty integral tube of described rain, dirty for described rain integral tube is divided into sewage pipe and row's rain pipe by described interlayer, described pipe joint is used for dirty for several rain integral tube to couple together, the connected mode of the dirty integral tube of described rain and described pipe joint is spigot-and-socket, and described pipe joint is the double-bellmouth structure that integral tube dirty with described rain matches.
Preferably, described interlayer is cambered surface, by two parts up and down that dirty for described rain integral tube is divided into.
Preferably, the top that the dirty integral tube of rain is made up of interlayer is divided into sewage pipe, and the bottom that the dirty integral tube of rain is made up of interlayer is divided into row's rain pipe.
Preferably, described sink hole upper opening, the import of described sink hole is connected with one end of sewage pipe, the outlet of described sink hole is connected with the other end of sewage pipe, the upper part pipeline tapping of described sewage pipe in described sink hole, the bottom of described sink hole is the gutter channel that described interlayer is formed.
Preferably, described catch-basin upper part opening, the import that described rainwater enters is connected with one end of described row's rain pipe, the outlet of described catch-basin is connected with the other end of described row's rain pipe, the sewage pipe part of described row's rain pipe in described catch-basin is removed, and the bottom of described catch-basin is the bottom of the dirty integral tube of described rain.
Preferably, the dirty integral tube of described rain and described interlayer one-body molded.
Preferably, the dirty integral tube of described rain adopts UPVC material.
Preferably, described pipe joint employing is two holds formula socket, for ensureing that sealing for tubing joints is water-tight.
Preferably, described pipe joint is provided with inspection hole, so that later stage pipeline is clear and coherent.
As mentioned above, a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain of the present utility model, there is following beneficial effect: in the region that execution conditions are narrow, by adopting the dirty integral tube draining of rain, thoroughly solve the drainage problem of these regions resident, accomplish rain dirt shunting in space-constrained place, namely avoid sewage and enter river, again save the processing cost of Sewage Plant; Again can investment reduction in construction, reduce operating expenses, in addition drain pipeline structure of the present utility model than former rainwater, sewage two pipeline prices and low.And this drain pipeline structure, can also be generalized to the platform draining of Nanyang, house by fit for rain sewage pipe, can accomplish that rain sewage collected by a pipe simultaneously, cost-saving and attractive in appearance, reduce floor space.
Accompanying drawing explanation
Fig. 1 is the dirty integral tube schematic diagram of rain of the present utility model.
Fig. 2 is pipe joint schematic diagram.
Fig. 3 is the dirty integral tube connection diagram of pipe joint and rain.
Fig. 4 is the sectional view that pipe joint is connected with the dirty integral tube of rain.
Fig. 5 is the dirty integral tube connection diagram of sink hole and rain.
Fig. 6 is the dirty integral tube connection diagram of catch-basin and rain.
Fig. 7 is the dirty integral tube of rain and sink hole, the catch-basin connection diagram of job site.
Element numbers illustrates:
The dirty integral tube of 1-rain, 2-interlayer, 3-pipe joint, 4-sink hole, 5-catch-basin, 6-common pipe, lane, 7-narrow street, 8-major trunk roads, 11-sewage pipe, 12-row rain pipe, 31-double-bellmouth structure, 41-cesspool cover, 51-catch basin cover.
Detailed description of the invention
By particular specific embodiment, embodiment of the present utility model is described below, person skilled in the art scholar the content disclosed by this manual can understand other advantages of the present utility model and effect easily.
Refer to Fig. 1 to Fig. 7.Notice, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
As shown in Figures 1 to 6, the utility model provides a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain, comprise: rain dirty integral tube 1, pipe joint 3, sink hole 4, catch-basin 5, interlayer 2 is provided with in the dirty integral tube 1 of rain, dirty for described rain integral tube 1 is divided into sewage pipe 11 and row's rain pipe 12 by described interlayer 2, described pipe joint 3 is for coupling together dirty for several rain integral tube 1, the dirty integral tube 1 of rain is spigot-and-socket with the connected mode of described pipe joint 3, and pipe joint 3 is the double-bellmouth structure 31 that integral tube 1 dirty with described rain matches.The length of the dirty integral tube 1 of rain is 6m, can according to the free cutting of actual conditions.
Interlayer 2 is cambered surface, and by two parts up and down that dirty for described rain integral tube 1 is divided into, upper and lower two-part cross-sectional area is than being 1:2.The top that the dirty integral tube 1 of rain is made up of interlayer 2 is divided into sewage pipe, and the bottom that the dirty integral tube 1 of rain is made up of interlayer 2 is divided into row's rain pipe.The dirty integral tube of rain and described interlayer one-body molded.On pipe joint, 3 are provided with inspection hole, and inspection hole is connected with a manhole, so that later stage pipeline is clear and coherent.
Sink hole 4 upper opening, the import of sink hole 4 is connected with the outlet of sewage pipe 11, the outlet of sink hole 4 is connected with the import of sewage pipe 11, the upper part pipeline tapping of sewage pipe 11 in sink hole 4, and the bottom of sink hole 4 is the gutter channel that interlayer 2 is formed.Catch-basin 5 upper part opening, the import that described rainwater enters 5 is connected with the outlet of described row's rain pipe, the outlet of described catch-basin 5 is connected with the import of described row's rain pipe, sewage pipe 11 part of described row's rain pipe 12 in described catch-basin 5 is removed, and the bottom of catch-basin 5 is the bottom of the dirty integral tube 1 of rain.Bottomed 30cm in catch-basin, should note catch basin cover 51 and cesspool cover 41 to be partial to manhole both sides respectively simultaneously, so as slot milling to carry out rainwater clear and coherent.
As a kind of specific embodiment, the dirty integral tube 1 of rain adopts UPVC material.
As a kind of specific embodiment, pipe joint 3 adopts and two holds formula socket.
As a kind of specific embodiment, described pipe joint is provided with inspection hole.
As shown in Figure 7, in lane, narrow street 7, lay the dirty integral tube 1 of a rain, catch-basin 5 is arranged in lane along the street simultaneously, and catch-basin 5 is connected with row's rain pipe 12 of the dirty integral tube 1 of rain, the sink hole 4 on nearby residents sanitary sewer access integral tube.Sink hole 4 is connected with the sewage pipe 11 of the dirty integral tube 1 of rain, and the dirty integral tube 1 of rain needs to enter the dirty pipeline of municipal rain after the rain sewage receiving lane, narrow street 7, shunts at the dirty pipeline of municipal rain.Shunting way for arranging a catch-basin 5 on the dirty integral tube 1 of rain, and enter municipal catch-basin by laying a conventional rain pipe by logical for rainwater, municipal catch-basin is connected with common pipe 6, is drained by rainwater; Rain dirty integral tube 1 top sewage enters municipal wastewater well, and municipal wastewater well is connected with common pipe 6, is drained by sewage.
As mentioned above, a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain that the utility model provides, in the region that execution conditions are narrow, by adopting the dirty integral tube draining of rain, thoroughly solve the drainage problem of these regions resident, accomplish rain dirt shunting in space-constrained place, namely avoid sewage and enter river, again save the processing cost of Sewage Plant; Again can investment reduction in construction, reduce operating expenses, in addition drain pipeline structure of the present utility model than former rainwater, sewage two pipeline prices and low.And this drain pipeline structure, can also be generalized to the platform draining of Nanyang, house by fit for rain sewage pipe, can accomplish that rain sewage collected by a pipe simultaneously, cost-saving and attractive in appearance, reduce floor space.So the utility model effectively overcomes various shortcoming of the prior art and tool high industrial utilization.
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not for limiting the utility model.Any person skilled in the art scholar all without prejudice under spirit of the present utility model and category, can modify above-described embodiment or changes.Therefore, such as have in art and usually know that the knowledgeable modifies or changes not departing from all equivalences completed under the spirit and technological thought that the utility model discloses, must be contained by claim of the present utility model.
Claims (8)
1. one kind solves the drain pipeline structure of the dirty shunting problems of narrow zone rain, it is characterized in that: comprise rain dirty integral tube, pipe joint, sink hole, catch-basin, interlayer is provided with in the dirty integral tube of described rain, dirty for described rain integral tube is divided into sewage pipe and row's rain pipe by described interlayer, described pipe joint is used for dirty for several rain integral tube to couple together, the connected mode of the dirty integral tube of described rain and described pipe joint is spigot-and-socket, and described pipe joint is the double-bellmouth structure that integral tube dirty with described rain matches.
2. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to claim 1, is characterized in that: described interlayer is cambered surface, by two parts up and down that dirty for described rain integral tube is divided into.
3. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to claim 2, it is characterized in that: the top that the dirty integral tube of rain is made up of interlayer is divided into sewage pipe, the bottom that the dirty integral tube of rain is made up of interlayer is divided into row's rain pipe.
4. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to claim 1, it is characterized in that: described sink hole upper opening, the import of described sink hole is connected with one end of sewage pipe, the outlet of described sink hole is connected with the other end of sewage pipe, the upper part pipeline tapping of described sewage pipe in described sink hole, the bottom of described sink hole is the gutter channel that described interlayer is formed.
5. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to claim 1, it is characterized in that: described catch-basin upper part opening, the import that described rainwater enters is connected with one end of described row's rain pipe, the outlet of described catch-basin is connected with the other end of described row's rain pipe, the sewage pipe part of described row's rain pipe in described catch-basin is removed, and the bottom of described catch-basin is the bottom of the dirty integral tube of described rain.
6. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to claim 1, is characterized in that: the dirty integral tube of described rain and described interlayer one-body molded.
7. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to claim 1, is characterized in that: the dirty integral tube of described rain adopts UPVC material.
8. a kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain according to any claim of claim 1 to 7, is characterized in that: described pipe joint is provided with inspection hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420671953.6U CN204282500U (en) | 2014-11-12 | 2014-11-12 | A kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420671953.6U CN204282500U (en) | 2014-11-12 | 2014-11-12 | A kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain |
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| CN204282500U true CN204282500U (en) | 2015-04-22 |
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| CN201420671953.6U Active CN204282500U (en) | 2014-11-12 | 2014-11-12 | A kind of drain pipeline structure solving the dirty shunting problems of narrow zone rain |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436633A (en) * | 2016-10-15 | 2017-02-22 | 王丽 | Anti-blocking device of water conservancy pre-buried pipeline |
| GB2544532A (en) * | 2015-11-20 | 2017-05-24 | Henou Abbas Alaa | Improvements relating to lateral pipes |
| CN107197820A (en) * | 2017-05-28 | 2017-09-26 | 邹进彬 | Steer ration method |
| CN111519732A (en) * | 2020-04-17 | 2020-08-11 | 广东中林建筑园林工程有限公司 | Municipal works drainage system |
| CN114876034A (en) * | 2022-03-24 | 2022-08-09 | 上海中韩杜科泵业制造有限公司 | Rainwater and sewage diversion intercepting well |
-
2014
- 2014-11-12 CN CN201420671953.6U patent/CN204282500U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2544532A (en) * | 2015-11-20 | 2017-05-24 | Henou Abbas Alaa | Improvements relating to lateral pipes |
| GB2544532B (en) * | 2015-11-20 | 2021-02-17 | Henou Abbas Alaa | A combined waste conduit |
| CN106436633A (en) * | 2016-10-15 | 2017-02-22 | 王丽 | Anti-blocking device of water conservancy pre-buried pipeline |
| CN107197820A (en) * | 2017-05-28 | 2017-09-26 | 邹进彬 | Steer ration method |
| CN111519732A (en) * | 2020-04-17 | 2020-08-11 | 广东中林建筑园林工程有限公司 | Municipal works drainage system |
| CN114876034A (en) * | 2022-03-24 | 2022-08-09 | 上海中韩杜科泵业制造有限公司 | Rainwater and sewage diversion intercepting well |
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