CN102808449A - Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe - Google Patents
Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe Download PDFInfo
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- CN102808449A CN102808449A CN2012102890352A CN201210289035A CN102808449A CN 102808449 A CN102808449 A CN 102808449A CN 2012102890352 A CN2012102890352 A CN 2012102890352A CN 201210289035 A CN201210289035 A CN 201210289035A CN 102808449 A CN102808449 A CN 102808449A
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Abstract
The invention discloses an energy dissipating well for initial rainwater in an ultra-deep storage adjustment pipe. The energy dissipating well comprises a well body, a water inlet pipe and a water outlet pipe, wherein the water inlet pipe is communicated onto the side wall at the upper part of the well body; the water outlet pipe is communicated to the lower part of the well body; and a step-shaped energy dissipating sill is also arranged in the well body and spirally connected to the lower side of the water inlet pipe. The energy dissipating well is simple in structure, convenient and practical, has a good energy dissipating effect on the rainwater and the like entering into the well body, and greatly reduces the impact of the rainwater on the lower part of the well body and the storage adjustment pipe.
Description
Technical field
The present invention relates to the urban sewerage and drainage technical field, relate in particular to a kind of ultra pipe early-stage rainwater of regulating and storing deeply energy dissipating well that becomes a mandarin.
Background technology
Along with the development of industrial economy and the discharging of people's daily life waste water, the river course in a lot of cities is by severe contamination, and this phenomenon is ubiquitous in the whole nation.
In order to prevent the pollution of river, need to collect early-stage rainwater and dry flow sewage, common means are to dam before the river course draining, carrying out sewage, but pipeline is limited in one's ability because bank is dammed, and the rainy day is easy to generate overflow, makes the river course receive severe contamination.So need early-stage rainwater processings of regulating and storing of damming, minimizing is to the pollution of river.
In the system of regulating and storing of damming, the tradition well inflow velocity that becomes a mandarin is too fast, the pipe of regulating and storing is impacted big, damage easily regulate and store pipe and influence just rain become a mandarin fast, cause the overflow of the pipeline upper reaches, influence the rainwater collection.Consider to regulate and store each side requirements such as pipe-line system construction, the gradient and the linking that becomes a mandarin; Its degree of depth changes along with the variation of amount of precipitation than dark and inbound traffics; The first rain that in the darker pipe-line system of regulating and storing of buried depth, how to improve the energy dissipating well effect that becomes a mandarin; How realizing that rainwater is stable and fall into energy dissipating well shaft bottom, is the technical problem of needing solution at present badly.
Therefore, those skilled in the art is devoted to develop a kind of convenience, enforceable, and the pipe of regulating and storing is impacted the less ultra pipe early-stage rainwater of regulating and storing the deeply energy dissipating well that becomes a mandarin.
Summary of the invention
Because the deficiency of above-mentioned prior art, technical problem to be solved by this invention provides a kind of convenience, can implement, the pipe of regulating and storing is impacted the less ultra pipe early-stage rainwater of regulating and storing the deeply energy dissipating well that becomes a mandarin.
For realizing above-mentioned purpose; The invention provides a kind of ultra pipe early-stage rainwater of regulating and storing deeply energy dissipating well that becomes a mandarin; At least comprise well body, water inlet pipe and outlet pipe, said water inlet pipe connects the top that is connected in said well body, and said outlet pipe connects the bottom that is connected in said well body; Wherein, also be provided with the energy dissipating bank in the said well body, said energy dissipating bank spiral is connected in said water inlet pipe below; The energy dissipating bank is stepped step; Water inlet pipe connects the upper portion side wall part that is connected in said well body.
Preferable, said energy dissipating well also comprises well lid, said well lid is arranged on the port of said well body.
Preferable, said well lid is provided with manhole, is provided with stair between said manhole and the energy dissipating bank.
Preferable, be provided with stair between said well body bottom and the energy dissipating bank.
The invention has the beneficial effects as follows:
Energy dissipating bank spiral among the present invention is arranged in the well body, and this is simple in structure, convenient, can implement, and can good energy dissipating effect be arranged to the rainwater that gets into the well body etc. simultaneously, has greatly alleviated rainwater to the impact of well body bottom with the pipe of regulating and storing.
Structurally, the energy dissipating bank in the well body is set to stepped step as spiral stairs, and water inlet pipe connects and is connected in well body upper portion side wall simultaneously, helps to improve collection efficiency, performance present situation facility ability.
In addition, water inlet pipe adopts side to become a mandarin, and can be arranged under river bed and the road, reduces the demolition work amount, practices thrift construction investment; Add well lid, manhole and stair etc., further improved practicality of the present invention, make things convenient for the staff to construct and operate.
Below will combine accompanying drawing that the technique effect of design of the present invention, concrete structure and generation is described further, to understand the object of the invention, characteristic and effect fully.
Description of drawings
Fig. 1 is the structural representation of the present invention's one specific embodiment.
Fig. 2 is the application sketch map of the present invention's one specific embodiment.
Fig. 3 is the plan structure sketch map of Fig. 2.
The specific embodiment
As shown in Figure 1, the ultra pipe early-stage rainwater of regulating and storing deeply of this specific embodiment energy dissipating well that becomes a mandarin comprises well body 1, water inlet pipe 2 and outlet pipe 3, and water inlet pipe 2 connects the upper portion side wall part that is connected in well body 1, and outlet pipe 3 connects the bottom that is connected in well body 1.
Wherein, also be provided with the energy dissipating bank 4 of stepped step in the well body 1, energy dissipating bank 4 spirals are connected in water inlet pipe 2 belows.
As shown in Figures 2 and 3; Exemplary, present embodiment one is specifically used, and present embodiment can be arranged under river bed and the road; Energy dissipating bank 4 is accepted rainwater that water inlet pipe 2 falls etc. like the winding of spiral stairs shape in well body 1 inside, compile well body 1 bottom at last and import in the pipe 5 of regulating and storing through outlet pipe 3.
For further improving the practicality of present embodiment; Make things convenient for the staff to construct and operate; The energy dissipating well also comprises the well lid 6 of the port that is arranged on well body 1 and on well lid, offers manhole 9, between manhole 9 and energy dissipating bank 4, adds stair 8, between well body 1 bottom and energy dissipating bank 4, adds stair 7.
Energy dissipating bank spiral among the present invention is arranged in the well body, and this is simple in structure, convenient, can implement, and can good energy dissipating effect be arranged to the rainwater that gets into the well body etc. simultaneously, has greatly alleviated rainwater to the impact of well body bottom with the pipe of regulating and storing.
Structurally, the energy dissipating bank in the well body is set to stepped step as spiral stairs, and water inlet pipe connects and is connected in well body upper portion side wall simultaneously, helps to improve collection efficiency, performance present situation facility ability.
In addition, water inlet pipe adopts side to become a mandarin, and can be arranged under river bed and the road, reduces the demolition work amount, practices thrift construction investment; Add well lid, manhole and stair etc., further improved practicality of the present invention, make things convenient for the staff to construct and operate.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art need not creative work and just can design according to the present invention make many modifications and variation.Therefore, all technician in the art all should be in the determined protection domain by claims under this invention's idea on the basis of existing technology through the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (4)
1. the ultra pipe early-stage rainwater of regulating and storing deeply energy dissipating well that becomes a mandarin comprises well body, water inlet pipe and outlet pipe at least, and said water inlet pipe connects the top that is connected in said well body, and said outlet pipe connects the bottom that is connected in said well body; It is characterized in that: also be provided with the energy dissipating bank in the said well body, said energy dissipating bank spiral is connected in said water inlet pipe below; Said energy dissipating bank is stepped step; Said water inlet pipe connects the upper portion side wall part that is connected in said well body.
2. the ultra pipe early-stage rainwater of regulating and storing the deeply as claimed in claim 1 energy dissipating well that becomes a mandarin, it is characterized in that: said energy dissipating well also comprises well lid, and said well lid is arranged on the port of said well body.
3. the ultra pipe early-stage rainwater of regulating and storing the deeply as claimed in claim 1 energy dissipating well that becomes a mandarin, it is characterized in that: said well lid is provided with manhole, is provided with stair between said manhole and the said energy dissipating bank.
4. the ultra pipe early-stage rainwater of regulating and storing the deeply as claimed in claim 1 energy dissipating well that becomes a mandarin is characterized in that: be provided with stair between said well body bottom and the said energy dissipating bank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102890352A CN102808449A (en) | 2012-08-14 | 2012-08-14 | Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012102890352A CN102808449A (en) | 2012-08-14 | 2012-08-14 | Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe |
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| CN102808449A true CN102808449A (en) | 2012-12-05 |
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| CN2012102890352A Pending CN102808449A (en) | 2012-08-14 | 2012-08-14 | Energy dissipating well for initial rainwater in ultra-deep storage adjustment pipe |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061402A (en) * | 2013-01-28 | 2013-04-24 | 戴文平 | Hydraulic energy dissipation device |
| CN104912174A (en) * | 2015-05-25 | 2015-09-16 | 浙江浙牌科技有限公司 | Convenient-to-mount high-strength water dropping well |
| CN104947780A (en) * | 2015-06-18 | 2015-09-30 | 上海市政工程设计研究总院（集团）有限公司 | Inflow vertical shaft system connected into deep tunnel drainage system |
| CN105178423A (en) * | 2015-08-25 | 2015-12-23 | 上海市城市建设设计研究总院 | Deslagging, degritting, current limiting and energy dissipation integrated multifunctional inflow well |
| CN105421569A (en) * | 2015-12-09 | 2016-03-23 | 中铁第四勘察设计院集团有限公司 | Spiral flow shaft type energy dissipation drop well |
| CN105604166A (en) * | 2016-02-29 | 2016-05-25 | 上海市城市建设设计研究总院 | Stair type water dropping well |
| CN108265813A (en) * | 2018-04-09 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | The drop energy dissipating drilled shaft of sand setting pretreatment |
| CN109868884A (en) * | 2017-12-01 | 2019-06-11 | 沈阳铝镁设计研究院有限公司 | One kind being suitable for the higher drop energy dissipating drop well of Large Diameter Pipeline |
| CN110145011A (en) * | 2019-03-05 | 2019-08-20 | 江苏满江春城市规划设计研究有限责任公司 | A kind of vertical shaft and deep tunnel connected structure |
| CN112628606A (en) * | 2020-12-15 | 2021-04-09 | 铜陵有色金属集团股份有限公司 | Pipeline pressure adjusting device and pipeline pressure adjusting method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59187918A (en) * | 1983-04-11 | 1984-10-25 | Kawasaki Heavy Ind Ltd | Power-reducing work |
| CN101886377A (en) * | 2010-07-19 | 2010-11-17 | 四川大学 | Step swirling flow vertical shaft |
| CN202689173U (en) * | 2012-08-14 | 2013-01-23 | 上海市城市建设设计研究总院 | Initial-stage rainwater inflow energy dissipation well for super-deep adjusting storage pipe |
-
2012
- 2012-08-14 CN CN2012102890352A patent/CN102808449A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59187918A (en) * | 1983-04-11 | 1984-10-25 | Kawasaki Heavy Ind Ltd | Power-reducing work |
| CN101886377A (en) * | 2010-07-19 | 2010-11-17 | 四川大学 | Step swirling flow vertical shaft |
| CN202689173U (en) * | 2012-08-14 | 2013-01-23 | 上海市城市建设设计研究总院 | Initial-stage rainwater inflow energy dissipation well for super-deep adjusting storage pipe |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061402A (en) * | 2013-01-28 | 2013-04-24 | 戴文平 | Hydraulic energy dissipation device |
| CN104912174A (en) * | 2015-05-25 | 2015-09-16 | 浙江浙牌科技有限公司 | Convenient-to-mount high-strength water dropping well |
| CN104947780A (en) * | 2015-06-18 | 2015-09-30 | 上海市政工程设计研究总院（集团）有限公司 | Inflow vertical shaft system connected into deep tunnel drainage system |
| CN105178423A (en) * | 2015-08-25 | 2015-12-23 | 上海市城市建设设计研究总院 | Deslagging, degritting, current limiting and energy dissipation integrated multifunctional inflow well |
| CN105421569A (en) * | 2015-12-09 | 2016-03-23 | 中铁第四勘察设计院集团有限公司 | Spiral flow shaft type energy dissipation drop well |
| CN105421569B (en) * | 2015-12-09 | 2018-09-18 | 中铁第四勘察设计院集团有限公司 | Rotational flow silo formula energy dissipating drop well |
| CN105604166A (en) * | 2016-02-29 | 2016-05-25 | 上海市城市建设设计研究总院 | Stair type water dropping well |
| CN109868884A (en) * | 2017-12-01 | 2019-06-11 | 沈阳铝镁设计研究院有限公司 | One kind being suitable for the higher drop energy dissipating drop well of Large Diameter Pipeline |
| CN108265813A (en) * | 2018-04-09 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | The drop energy dissipating drilled shaft of sand setting pretreatment |
| CN108265813B (en) * | 2018-04-09 | 2023-09-12 | 上海市城市建设设计研究总院（集团）有限公司 | Drop energy dissipation vertical shaft for sand setting pretreatment |
| CN110145011A (en) * | 2019-03-05 | 2019-08-20 | 江苏满江春城市规划设计研究有限责任公司 | A kind of vertical shaft and deep tunnel connected structure |
| CN112628606A (en) * | 2020-12-15 | 2021-04-09 | 铜陵有色金属集团股份有限公司 | Pipeline pressure adjusting device and pipeline pressure adjusting method |
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Application publication date: 20121205 |