CN103643610A - Road pavement draining side ditch trepanning water-seepage-type concrete pipe - Google Patents
Road pavement draining side ditch trepanning water-seepage-type concrete pipe Download PDFInfo
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- CN103643610A CN103643610A CN201310391274.3A CN201310391274A CN103643610A CN 103643610 A CN103643610 A CN 103643610A CN 201310391274 A CN201310391274 A CN 201310391274A CN 103643610 A CN103643610 A CN 103643610A
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Abstract
Provided is a road pavement draining side ditch trepanning water-seepage-type concrete pipe. A plurality of water seepage holes are respectively arranged at the bottom and two side faces of the pipe body. The joint of the end part of the pipe body is tightly fit with a water-collecting well. The concrete pipe not only has functions of alleviating drainage pressure, alleviating drainage pipe network and riverway pressure, and solving problem of urban waterlogging, but also has functions of collecting and storing rainwater and increasing underground water recycling.
Description
Technical field:
The invention belongs to concrete duct class, particularly a kind of pavement of road gutter thread hole infiltration type concrete pipe.
Background technology:
Existing road road surface discharge process is: rainwater enters river course, rivers and lakes through road edge rainwater well head, Ji Jing, gutter, manhole and main drain successively.In this pavement of road drainage system, various pipelines are all the impermeable various material pipelines of closure, and rainwater on road surface is all catchmented and is disposed in river course, rivers and lakes by pipeline.
China is in Urbanization developing stage, improves as early as possible urban sewerage and drainage prevention waterlogging ability, has become the task of top priority of Chinese Urbanization development.Yet China's urban sewerage and drainage system design standard is too low, drainability wretched insufficiency.
But, expand simply the design of drainage system against rain, may cause other catastrophic consequences.Because upstream drainage pipe network enlarging, can cause " pressure " to downstream drainage pipe network, link the weakest in downstream drainage pipe network will produce problems such as " jackings ", Yi Bian what can see from ground is exactly that the water that come up of catch basin cover pushes up and forms one " fountain ".Limited by the river course drainability in downstream simultaneously.
In addition, the transformation of network of underground is pulled one hair and move the whole body, the expansion of drainage pipe, relate to other pipe networks, such as moving of other pipelines such as combustion gas, tap water, and the position of subway etc., so a lot of local pipelines in city have not possessed the condition of extensive reorganization and expansion.Even if drainage pipeline networks completes reconstruction, the reorganization and expansion in river course of accepting rainwater is also very difficult, and a lot of city rivers more do not possess reorganization and expansion condition.
Summary of the invention:
Object of the present invention is just to overcome above-mentioned the deficiencies in the prior art, and a kind of pavement of road gutter thread hole infiltration type concrete pipe is provided, this infiltration type pipeline not only has the discharge pressure of alleviation, alleviates drainage pipeline networks and river course pressure, solve the effect in city " waterlogging ", and there is the function of collected rainwater, increase underground water recycling.
As above design, technical scheme of the present invention is: a kind of pavement of road gutter thread hole infiltration gutter concrete pipe, comprise concrete tube body, it is characterized in that: a plurality of water seepage holes that the bottom of concrete tube body and two sides are offered respectively; The interface of body end is and collecting well tight fit.
The end face of above-mentioned body is hermetically-sealed construction.
The end face of above-mentioned body has a plurality of drain holes.
Above-mentioned water seepage hole is conical hole.
The interface of above-mentioned body end is tongue-and-groove type connecting interface.
The present invention has following advantage and good effect:
1, the present invention has changed the in line form to main drain of road rain water, but make a part of rainwater leak out to underground by the water seepage hole of Concrete Leakage body two sides and bottom, its remaining water drains into downstream by main drain again, can alleviate the pressure that downstream drainage pipe network is caused like this.
2, the water flowing endoporus of seepage body of the present invention is circular, and the gutter draining that makes to seep water is unobstructed, and manufacturing process is simple.
3, water seepage hole of the present invention is conical hole, and the gutter structural strength that makes to seep water is high, can bear the load of advanced road large-tonnage vehicle.
4, creepage concrete pipe of the present invention (infiltration gutter) adopts tongue-and-groove type interface, and easy construction, speed are fast.
5, in creepage concrete pipe of the present invention (infiltration gutter), each class A of geometric unitA used is pre-manufactured product, reduces on-the-spotly to build by laying bricks or stones etc. complicated and to affect the operation of surrounding environment.
6, creepage concrete pipe of the present invention (infiltration gutter) has Multiple Type, can be combined into the infiltration gutter of kind of form according to city rainfall, meets the different drainage requirements of urban road.
Accompanying drawing explanation:
Fig. 1 is I type structure transverse cross-sectional view of the present invention;
Fig. 2 is longitudinal figure of Fig. 1;
Fig. 3 is II type structure transverse cross-sectional view of the present invention;
Fig. 4 is II type structure top view of the present invention;
Fig. 5 is interface schema of the present invention;
Fig. 6 is the present invention and collecting well installation drawing.
The specific embodiment:
As shown in Fig. 1,2,5: a kind of pavement of road gutter thread hole infiltration gutter concrete pipe, a plurality of conical hole 2 that the bottom of concrete tube body 1 and two sides are offered respectively, the end face of body is hermetically-sealed construction.The interface of body end is tongue-and-groove type connecting interface 3 and collecting well 4 tight fits.
As shown in Fig. 3,4,5: a kind of pavement of road gutter thread hole infiltration gutter concrete pipe, a plurality of conical hole 2 that the bottom of concrete tube body 1 and two sides are offered respectively, end face has a plurality of drain holes 5.The interface of body end is tongue-and-groove type connecting interface 3 and collecting well 4 tight fits.
As shown in Figure 6: creepage concrete pipe of the present invention passes through after tongue-and-groove type connecting interface 3 and collecting well 4 stressed joints, after raining, allow rainwater first from ground, gather to the pipeline of infiltration, rainwater before flowing to collecting well from these creepage concrete pipes many permeating the ground as far as possible, reduce like this water yield in main drain, thereby the rainwater on ground can be discharged smoothly, can not cause the long-time ponding in ground, from source control rainwater displacement, therefore alleviate the pressure of downstream drainage pipe network.
Claims (5)
1. a pavement of road gutter thread hole infiltration gutter concrete pipe, comprises body, it is characterized in that: a plurality of water seepage holes that the bottom of body and two sides are offered respectively; The interface of body end is and collecting well tight fit.
2. pavement of road gutter thread hole infiltration gutter concrete pipe according to claim 1, is characterized in that: the end face of above-mentioned body is hermetically-sealed construction.
3. pavement of road gutter thread hole infiltration gutter concrete pipe according to claim 1, is characterized in that: the end face of above-mentioned body has a plurality of drain holes.
4. pavement of road gutter thread hole infiltration gutter concrete pipe according to claim 1, is characterized in that: above-mentioned water seepage hole is conical hole.
5. pavement of road gutter thread hole infiltration gutter concrete pipe according to claim 1, is characterized in that: the interface of above-mentioned body end is tongue-and-groove type connecting interface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310391274.3A CN103643610A (en) | 2013-08-30 | 2013-08-30 | Road pavement draining side ditch trepanning water-seepage-type concrete pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310391274.3A CN103643610A (en) | 2013-08-30 | 2013-08-30 | Road pavement draining side ditch trepanning water-seepage-type concrete pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103643610A true CN103643610A (en) | 2014-03-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310391274.3A Pending CN103643610A (en) | 2013-08-30 | 2013-08-30 | Road pavement draining side ditch trepanning water-seepage-type concrete pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103643610A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105545324A (en) * | 2015-12-14 | 2016-05-04 | 河海大学 | Permeable hydraulic tunnel lining and manufacturing method |
| CN106702849A (en) * | 2016-12-22 | 2017-05-24 | 江苏省科佳工程设计有限公司 | Ecological side drain |
-
2013
- 2013-08-30 CN CN201310391274.3A patent/CN103643610A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105545324A (en) * | 2015-12-14 | 2016-05-04 | 河海大学 | Permeable hydraulic tunnel lining and manufacturing method |
| CN105545324B (en) * | 2015-12-14 | 2018-10-16 | 河海大学 | A kind of permeable hydraulic tunnel lining cutting and manufacturing method |
| CN106702849A (en) * | 2016-12-22 | 2017-05-24 | 江苏省科佳工程设计有限公司 | Ecological side drain |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140319 |
|
| WD01 | Invention patent application deemed withdrawn after publication |