CN103590477A - System for fundamentally preventing urban inland inundation - Google Patents
System for fundamentally preventing urban inland inundation Download PDFInfo
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- CN103590477A CN103590477A CN201310599881.9A CN201310599881A CN103590477A CN 103590477 A CN103590477 A CN 103590477A CN 201310599881 A CN201310599881 A CN 201310599881A CN 103590477 A CN103590477 A CN 103590477A
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Abstract
The invention relates to a treatment system for preventing urban inland inundation, in particular to a system for fundamentally preventing the urban inland inundation. According to the system for fundamentally preventing the urban inland inundation, drainage shafts are connected with a sewer, particularly a plurality of underground water ditches are arranged among residential areas and are connected with the sewer, a gate is arranged at the connection position of each water ditch and the sewer, and a plurality of water inlet holes are formed in the underground water ditches. The underground water ditches are arranged, so that the sewer is further relieved when heavy rain comes in the city, and stored water in the water ditches is slowly drained into the sewer on sunny days. The system has the advantages of preventing the inland inundation and achieving the beneficial approaches of rain regulation emission and off-peak water drainage. Rivers and watercourses are regulated from the source, the road in the city is kept to be smooth and have no accumulated water through the off-peak water drainage method, safety of life of people in the city is ensured, convenience is brought for people to go out, city attractiveness is ensured, and the production and daily life of people are not affected by bad and extreme weather.
Description
Technical field
The present invention relates to a kind of city and prevent interior flood treatment system, relate in particular to a kind of system of effecting a radical cure city waterlogging.
Background technology
At present, known municipal sewage system great majority cannot bear the invasion and attack of heavy rain, thereby it is too much to be directed at rainy day street ponding, the problem that pedestrian and vehicle cannot be normally current.Because thereby the obstruction of the ponding such as rainwater causes that a series of vehicle is flame-out, in vehicle and pedestrian's occluded water and overboard etc. the problem of pedestrian, these problems only have fundamentally and are resolved, and just can play effective prevention and governance role.
Summary of the invention
The present invention is directed to above-mentioned problems of the prior art, a kind of system of effecting a radical cure city waterlogging is provided.Object is for a kind of radical cure city waterlogging system that can effectively prevent and effect a radical cure city waterlogging is provided.
The technical solution adopted for the present invention to solve the technical problems is:
The system of radical cure city waterlogging, it comprises that catch pit connects sewer, specifically between each residential block, is provided with many underground storage ditches, retaining ditch is connected with sewer, in the two junction, is provided with gate; Underground storage ditch is provided with a plurality of inlet openings.
The position of upper of described inlet opening is lower than ground.
Described retaining ditch can substitute with reservoir.
The bottommost of described retaining ditch is higher than the bottom of sewer.
Described retaining ditch is provided with steam vent and upper cover.
On described, cover and be provided with steam vent.
On described inlet opening, be provided with capping, inlet opening integral body is tiltedly inserted in downwards in the body of wall of retaining ditch 3, and the position suitable for reading of inlet opening is parallel to the ground or slightly lower than ground.
Described retaining ditch: the one, by brick system, the 2nd, the sub-handstone of water silt closes making sheet and makes and form.
Advantage of the present invention and beneficial effect are: the present invention, by retaining ditch is set, is further alleviated city sewer when heavy rain arrives, and when fine day, then retaining in retaining ditch is slowly discharged in sewer.The present invention has the beneficial effect that prevents that waterlogging and rainwater storage discharge, the favourable measure of the draining of avoiding the peak hour develops simultaneously.From source, harness the river, particularly at present building newly developed is more, and the design and development that these buildings newly developed can utilize native system to settle at one go prevents that ground installation from having torn reconstruction open, reduces the wasting phenomenon of artificial and material aspect.When lower torrential rain; native system can be collected rainwater in city; when sewer behaviour load; the retaining ditch and the reservoir that utilize us first to fix; unnecessary water is dammed in retaining ditch and reservoir; rain stop or rainwater hour again by manually emitting retaining by the operating procedure of sewer defined; this method is that wrong cutting edge of a knife or a sword is let pass; can guarantee city inside road unimpeded, without ponding; guarantee the safety of city people life; for people go on a journey, be with convenience, guaranteed that city is attractive in appearance, guaranteed that people's production and daily life are not subject to the impact of the extreme weather such as severe.The present invention is beneficial to urban construction and uses, and has the value of popularization and practical application.
Below in conjunction with specific embodiments of the invention and accompanying drawing, the present invention is described in detail.
Accompanying drawing explanation
Fig. 1 is system architecture schematic diagram of the present invention.
In figure: residential block 1, inlet opening 2, retaining ditch 3, gate 4, catch pit 5, sewer 6.
The specific embodiment
The present invention is a kind of system and method that effects a radical cure city waterlogging, and its system is to connect sewer 6 by incity, city normal discharge well 5.Between each residential block 1 in city, be provided with many underground storage ditches 3 in addition.Retaining ditch 3 is connected with sewer 6, in the two junction, is provided with gate 4.Underground storage ditch 3 is provided with a plurality of inlet openings 2, and the position of this inlet opening 2 is lower than ground.Described retaining ditch also can substitute with reservoir.
During concrete enforcement, the retaining ditch 3 that we will build or reservoir all must communicate with near sewer 6, and the bottommost of the retaining ditch 3 that will build or reservoir must be higher than the bottom of sewer 6.Retaining ditch 3 or reservoir all communicate with sewer 6, between retaining ditch and sewer 6, are connected with gate 4, and the effect of gate 4 has been the effects that intercept water, guarantees between them water-tight.When weather clears up, by manually opening the sluices 4, water is suitably slowly put into sewer, could guarantee retaining ditch 3 or better, the more effective retaining of reservoir at large waterfall rain so temporarily, its objective is and prevent that municipal sewage system overburden phenomenon from occurring, the various seeping phenomenons that cause ponding too much to cause occur.
Described gate 4 is main critical component in the present invention, it not only plays the water intercommunication intercepting between retaining ditch 3 or sewer, but also be retaining ditch 3 or the flat key effect of reservoir water detection, that is to say when high low head appears in the water level of retaining ditch 3 or reservoir, we just block with gate 4, with this, guarantee molten amount maximum in retaining ditch 3 or reservoir, while digging design standard under underground storage ditch 3 or reservoir, to use cement, husky, common brick is built and is made firm body of wall, inlet opening 2 integral body tiltedly to be inserted in downwards in the body of wall of build system simultaneously, the suitable for reading of inlet opening 2 will keep equal or slightly lower than the position on ground with ground.Meanwhile, on inlet opening 2, be provided with capping, guarantee does not enter dust or sandstone and causes inlet opening 2 to be stopped up when fine day like this, there is no entering of overburden rainwater when rainy during when sewer 6 draining simultaneously.Can only be when sewer 6 draining overburden, we can open the upper cover of inlet opening 2 step by step, guarantee that city is without the appearance of ponding.Number about inlet opening 2 can decide according to the size of underground storage ditch 3 or reservoir the number of its setting.Inlet opening 2 will be located in the ground retaining ditch 3 or reservoir in the more concentrated place of surface flow, to better dam during retaining.
The upper cover of underground storage ditch 3 or reservoir and ground just will be determined according to the design for aesthetic on ground and facility, and the present invention builds underground storage ditch 3 or reservoir has two kinds of methods:
The one,, the system of building, the 2nd, can the sub-handstone of water silt close making sheet and make and form, and their water inlet pipe and steam vent identical with the system of building all.
No matter be barnacle system or with cement, make, they all will seal with cement cover board suitable for reading, guarantee water-tight.The place of building underground storage ditch and reservoir is the amount doesn't matter according to the height of water accumulating volume or physical features, so the ponding in city can effect a radical cure completely.
Claims (8)
1. effect a radical cure the system of city waterlogging, it comprises that catch pit (5) connects sewer (6), it is characterized in that: between each residential block (1), be provided with many underground storage ditches (3), retaining ditch (3) is connected with sewer (6), is provided with gate (4) in the two junction; Underground storage ditch (3) is provided with a plurality of inlet openings (2).
2. the system of radical cure according to claim 1 city waterlogging, is characterized in that: the position of upper of described inlet opening (2) is lower than ground.
3. the system of radical cure according to claim 1 city waterlogging, is characterized in that: described retaining ditch (3) can substitute with reservoir.
4. the system of radical cure according to claim 1 city waterlogging, is characterized in that: the bottommost of described retaining ditch (3) is higher than the bottom of sewer (6).
5. the system of radical cure according to claim 1 city waterlogging, is characterized in that: described retaining ditch (3) is provided with steam vent and upper cover.
6. the system of radical cure according to claim 1 city waterlogging, is characterized in that: on described, cover and be provided with steam vent.
7. the system of radical cure according to claim 1 city waterlogging, it is characterized in that: described inlet opening is provided with capping on (2), inlet opening (2) is whole to be tiltedly inserted in downwards in the body of wall of retaining ditch 3, and the position suitable for reading of inlet opening (2) is parallel to the ground or slightly lower than ground.
8. the system of radical cure according to claim 1 city waterlogging, is characterized in that: described retaining ditch (3): the one, and by brick system, the 2nd, the sub-handstone of water silt closes making sheet and makes and form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310599881.9A CN103590477B (en) | 2013-11-25 | 2013-11-25 | System for fundamentally preventing urban inland inundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310599881.9A CN103590477B (en) | 2013-11-25 | 2013-11-25 | System for fundamentally preventing urban inland inundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103590477A true CN103590477A (en) | 2014-02-19 |
| CN103590477B CN103590477B (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310599881.9A Expired - Fee Related CN103590477B (en) | 2013-11-25 | 2013-11-25 | System for fundamentally preventing urban inland inundation |
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| CN (1) | CN103590477B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104977946A (en) * | 2015-07-09 | 2015-10-14 | 苏州朗捷通智能科技有限公司 | Rapid drainage system for intelligent building |
| CN107642015A (en) * | 2016-07-20 | 2018-01-30 | 章锐 | Returning to the field urban flood defence water storage rural area highway |
Citations (8)
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| JP2002242277A (en) * | 2001-02-13 | 2002-08-28 | Kcon Kk | Water intake and purification method preventing splash of road surface wastewater and device for it |
| CN2507844Y (en) * | 2001-11-13 | 2002-08-28 | 廖家祯 | Spinning sewage sterilizing purifying pool |
| JP2002371596A (en) * | 2001-06-14 | 2002-12-26 | Kawakami Sekkei Jimusho:Kk | Rain water effective use system |
| JP2005330776A (en) * | 2004-05-21 | 2005-12-02 | Sekisui Chem Co Ltd | Rainwater storage device and rainwater storage system using the same |
| WO2006055407A2 (en) * | 2004-11-15 | 2006-05-26 | Neal Zook | Sewage effluent distribution means |
| CN1920192A (en) * | 2006-09-08 | 2007-02-28 | 杨继新 | Method for collecting and utilizing rain water |
| JP2007132150A (en) * | 2005-11-14 | 2007-05-31 | Ebara Corp | Pumping plant system in combined sewerage, and its management method |
| CN203049757U (en) * | 2012-11-29 | 2013-07-10 | 北京仁创科技集团有限公司 | Rainwater draining and collecting system for residential quarter |
-
2013
- 2013-11-25 CN CN201310599881.9A patent/CN103590477B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002242277A (en) * | 2001-02-13 | 2002-08-28 | Kcon Kk | Water intake and purification method preventing splash of road surface wastewater and device for it |
| JP2002371596A (en) * | 2001-06-14 | 2002-12-26 | Kawakami Sekkei Jimusho:Kk | Rain water effective use system |
| CN2507844Y (en) * | 2001-11-13 | 2002-08-28 | 廖家祯 | Spinning sewage sterilizing purifying pool |
| JP2005330776A (en) * | 2004-05-21 | 2005-12-02 | Sekisui Chem Co Ltd | Rainwater storage device and rainwater storage system using the same |
| WO2006055407A2 (en) * | 2004-11-15 | 2006-05-26 | Neal Zook | Sewage effluent distribution means |
| JP2007132150A (en) * | 2005-11-14 | 2007-05-31 | Ebara Corp | Pumping plant system in combined sewerage, and its management method |
| CN1920192A (en) * | 2006-09-08 | 2007-02-28 | 杨继新 | Method for collecting and utilizing rain water |
| CN203049757U (en) * | 2012-11-29 | 2013-07-10 | 北京仁创科技集团有限公司 | Rainwater draining and collecting system for residential quarter |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104977946A (en) * | 2015-07-09 | 2015-10-14 | 苏州朗捷通智能科技有限公司 | Rapid drainage system for intelligent building |
| CN107642015A (en) * | 2016-07-20 | 2018-01-30 | 章锐 | Returning to the field urban flood defence water storage rural area highway |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103590477B (en) | 2015-04-22 |
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