CN203782853U - Hydrodynamic self-control initial rainwater abandoning device - Google Patents
Hydrodynamic self-control initial rainwater abandoning device Download PDFInfo
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- CN203782853U CN203782853U CN201420216349.4U CN201420216349U CN203782853U CN 203782853 U CN203782853 U CN 203782853U CN 201420216349 U CN201420216349 U CN 201420216349U CN 203782853 U CN203782853 U CN 203782853U
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- water tank
- abandoned stream
- abandoning
- guiding gutter
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Abstract
The utility model discloses a hydrodynamic self-control initial rainwater abandoning device. The hydrodynamic self-control initial rainwater abandoning device is characterized in that a water tank, in which a collecting chamber and a flow abandoning chamber that are respectively arranged on the left side and the right side and are mutually independent are arranged, is provided, a water inflow flume is fixedly arranged in the top plate of the water tank, the water outlet of the water inflow flume extends into the water tank, and in the water tank, the middle of a diversion trench connected to the water outlet of the water inflow flume is hinged to the bottom of the water inflow flume through a pin, so that the diversion trench can rotate in a vertical plane by taking the pin as the pivot, one end of the diversion trench is a flow abandoning end extending to the side of the flow abandoning chamber, the other end of the diversion trench is a collecting end extending to the side of the collecting chamber, a floating ball is fixedly connected to the flow abandoning end of the diversion trench through a rigid suspension bar, the valve rod of a flow abandoning valve is hinged to the flow abandoning end of the diversion trench through a rigid pull rod, a section of water storage elbow is downwardly connected to the collecting end of the diversion trench, and water outlet apertures are formed in one end part of the water storage elbow. The hydrodynamic self-control initial rainwater abandoning device is used for realizing automatic flow abandoning of initial rainwater, and has a simple and reliable structure.
Description
Technical field
The utility model relates to rainwater utilization technical field, is a kind of early-stage rainwater stream abandoning device of waterpower self-control.
Background technology
Along with the sustainable development of global economy, society continues to rise to the demand of freshwater resources, and rainwater is as a kind of freshwater resources of preciousness, and it is collected to utilize and becomes very necessary.In city particularly in all kinds of impermeabilities region (roofing, street, sidewalk etc.) of large size city, the occupied space of roofing is large, Runoff is better compared with other overland flow water quality, rainwater is convenient to collection and treatment, therefore Roof Runoff one of potential available water resource especially.But at the rainfall initial stage, rain water on roof carries a large amount of impurity, therefore need abandoned stream to fall a certain amount of roofing early-stage rainwater.
In prior art, most of flow abandoning apparatus can not be realized the automatic flow abandoning of early-stage rainwater, is to adopt valve control for the emptying of early-stage rainwater, needs manual operation, and its process is loaded down with trivial details; Some utilize electrical control to realize the device of early rainwater automatic flow abandoning, although realized automatic flow abandoning, have greatly reduced manpower work, the electronic equipments that adopt more, and technical sophistication, reliability and poor durability, fragile, be difficult for Maintenance and Repair.
Utility model content
The utility model is for avoiding the existing weak point of above-mentioned prior art, a kind of waterpower self-control type early-stage rainwater stream abandoning device is provided, can not realizes automatic flow abandoning and utilize electrical control to realize the problem that the device of early rainwater automatic flow abandoning is fragile, be difficult for Maintenance and Repair to solve existing flow abandoning apparatus.
The utility model is that technical solution problem adopts following technical scheme:
The design feature of the utility model waterpower self-control type early-stage rainwater stream abandoning device is: water tank is set, has and point be in the left and right sides, separate collecting chamber and abandoned stream chamber in described water tank; On the top board of described water tank, be fixedly installed intake chamber, the delivery port of described intake chamber stretches in water tank, in described water tank, the guiding gutter that is undertaken on the water outlet of intake chamber is the bottom that is hinged on intake chamber at middle part by pin, described guiding gutter can be rotated taking pin as rotating shaft in perpendicular, one end of described guiding gutter is the abandoned stream end that stretches to abandoned stream chamber one side, the other end is the collecting terminal that stretches to collecting chamber one side, abandoned stream end at described guiding gutter is fixedly connected with ball float by rigidity hanging stick, and by the valve rod of the hinged abandoned stream valve of push-and-pull rod; Connect downward one section of retaining elbow at the collecting terminal of described guiding gutter, at the end of described retaining elbow ostium excurrens.
The design feature of the utility model waterpower self-control type early-stage rainwater stream abandoning device is also: described water tank is to be separated to form as collecting chamber and abandoned stream chamber by vertical median septum.
Compared with the prior art, the utility model beneficial effect is embodied in:
1, the utility model utilizes lever principle and hydraulic principle to realize the object of early rainwater automatic flow abandoning, has saved the engineering cost of rainwater utilization, is conducive to rainwater catchment system.
2, the utility model does not need to use any electronic equipment and realizes automatic flow abandoning object, simple in structure, energy-conserving and environment-protective, easy to maintenance.
3, the utility model overall structure is stable, meets most of civil engineering installation requirements, and above and below ground is installed and all can.
Brief description of the drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model rainfall A-stage schematic diagram;
Fig. 3 is the utility model early-stage rainwater stream abandoning transient process schematic diagram;
Fig. 4 is the utility model abandoned stream emissions status schematic diagram;
Number in the figure: 1 intake chamber, 2 guiding gutters, 3 ball floats, 4 push-and-pull rods, 5 rigidity hanging sticks, 6 abandoned stream valves, 7 pins, 8 valve rods, 9 collecting chambers, 10 abandoned stream chambers, 11 water tanks, 12 vertical median septums, 13 retaining elbows.
Detailed description of the invention
In the present embodiment, the form of structure of waterpower self-control type early-stage rainwater stream abandoning device is: in water tank 11, have and point be in the left and right sides, separate collecting chamber 9 and abandoned stream chamber 10, on the top board of water tank 11, be fixedly installed intake chamber 1, the delivery port of intake chamber 1 stretches in water tank 11, in water tank 11, the guiding gutter 2 that is undertaken on the water outlet of intake chamber 1 is the bottom formation lever constructions that are hinged on intake chamber 1 at middle part by pin 7, guiding gutter 2 can be rotated taking pin 7 as rotating shaft in perpendicular, one end of guiding gutter 2 is the abandoned stream end that stretches to abandoned stream chamber 10 1 sides, the other end is the collecting terminal that stretches to collecting chamber 9 one sides, abandoned stream end at guiding gutter 2 is fixedly connected with ball float 3 by rigidity hanging stick 5, and by the valve rod 8 of the hinged abandoned stream valve 6 of push-and-pull rod 4, connect downward one section of retaining elbow 13 at the collecting terminal of guiding gutter 2, at the end of retaining elbow 13 ostium excurrens.
In concrete enforcement, water tank 11 is to be separated to form as collecting chamber 9 and abandoned stream chamber 10 by vertical median septum 12, and intake chamber 1 is to be undertaken in rainwater down pipe, and the draining of collecting chamber is to rainwater-collecting, abandoned stream valve 6 is abandoned stream discharge while unlatching, the volume of abandoned stream chamber 10 is determined according to the abandoned stream amount of roofing early-stage rainwater.
In rainfall stage not, in abandoned stream chamber 10, there is no rainwater, abandoned stream valve 6 cuts out, and guiding gutter 2 is to tilt under the Action of Gravity Field of ball float 3 and abandoned stream end is state as shown in Figure 1 lower than collecting terminal.
At the rainfall initial stage, early-stage rainwater enters abandoned stream chamber 10 by guiding gutter 2, and abandoned stream chamber 10 water levels rise, and ball float 3 rises thereupon, and drives the upwards lifting of abandoned stream end of guiding gutter 2, state as shown in Figure 2;
In the time that guiding gutter 2 is horizontal level, rainwater flows along guiding gutter 2 simultaneously in retaining elbow 13, and forms retaining at retaining elbow 3, state as shown in Figure 3 because inflow is greater than water yield;
Along with the increase of retaining in retaining elbow 3, the weight of retaining makes guiding gutter 2 transmit state as shown in Figure 4 as arm bar, and now, under the effect of push-and-pull rod 4, abandoned stream valve 6 is unlocked, and early-stage rainwater discharge is carried out by abandoned stream valve 6 in abandoned stream chamber 10; Meanwhile, remain on state as shown in Figure 4 because the weight of retaining in retaining elbow 13 makes guiding gutter 2, rainwater flows to collecting chamber 9 by guiding gutter 2, and is discharged and collected by collecting chamber.
After rain stops, the retaining in retaining elbow 13 is immediately by draining aperture round, and guiding gutter 2, ball float 3 and abandoned stream valve 6 recover state as shown in Figure 1, wait for next rainwater-collecting.
Claims (2)
1. a waterpower self-control type early-stage rainwater stream abandoning device, it is characterized in that: water tank (11) is set, in described water tank (11), has and point be in the left and right sides, separate collecting chamber (9) and abandoned stream chamber (10), on the top board of described water tank (11), be fixedly installed intake chamber (1), the delivery port of described intake chamber (1) stretches in water tank (11), in described water tank (11), the guiding gutter (2) that is undertaken on the water outlet of intake chamber (1) is the bottom that is hinged on intake chamber (1) at middle part by pin (7), described guiding gutter (2) can be rotated taking pin (7) as rotating shaft in perpendicular, one end of described guiding gutter (2) is the abandoned stream end that stretches to abandoned stream chamber (10) one sides, the other end is the collecting terminal that stretches to collecting chamber (9) one sides, abandoned stream end at described guiding gutter (2) is fixedly connected with ball float (3) by rigidity hanging stick (5), and by the valve rod (8) of the hinged abandoned stream valve of push-and-pull rod (4) (6), connect downward one section of retaining elbow (13) at the collecting terminal of described guiding gutter (2), at the end of described retaining elbow ostium excurrens.
2. waterpower self-control type early-stage rainwater stream abandoning device according to claim 1, is characterized in that: described water tank (11) is to be separated to form as collecting chamber (9) and abandoned stream chamber (10) by vertical median septum (12).
Priority Applications (1)
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CN201420216349.4U CN203782853U (en) | 2014-04-29 | 2014-04-29 | Hydrodynamic self-control initial rainwater abandoning device |
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CN201420216349.4U CN203782853U (en) | 2014-04-29 | 2014-04-29 | Hydrodynamic self-control initial rainwater abandoning device |
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Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104264772A (en) * | 2014-10-23 | 2015-01-07 | 郭家龙 | Initial rainwater discarding device of rainwater gathering system |
CN104631599A (en) * | 2015-02-10 | 2015-05-20 | 武汉圣禹排水系统有限公司 | Emergency rainfall flood discharge system |
CN105178414A (en) * | 2015-08-28 | 2015-12-23 | 武汉金牛经济发展有限公司 | Rainwater split-flow device |
CN105672445A (en) * | 2016-03-24 | 2016-06-15 | 昆明普尔顿环保科技股份有限公司 | Rainwater collection, discarding, overflow and purification unpowered integrated device |
CN105926755A (en) * | 2016-04-25 | 2016-09-07 | 北京东方雨汇节水环保科技有限公司 | Rainwater split-flow sewage interception well |
CN107246062A (en) * | 2017-07-28 | 2017-10-13 | 中建凯德电子工程设计有限公司 | A kind of first rain automatic flow abandoning apparatus of lever |
CN107338856A (en) * | 2017-07-26 | 2017-11-10 | 天津大学 | A kind of rain water drainage collection device automatically controlled |
CN109487852A (en) * | 2018-11-22 | 2019-03-19 | 河南青联建设投资集团有限公司 | A kind of municipal administration water saving fixtures |
CN110056135A (en) * | 2019-04-10 | 2019-07-26 | 常州东华建筑安装工程有限公司 | A kind of automatic flow abandoning rainwater collection irrigation system and application method |
CN110331759A (en) * | 2019-07-19 | 2019-10-15 | 常州碧瑞达水处理科技有限公司 | Second level rainwater recovery device with sand dust pre-separation rainwater-collecting mouth |
CN111305362A (en) * | 2020-03-30 | 2020-06-19 | 徐州工程学院 | Park road infiltration layer construction scheme based on initial rainwater interception and purification |
CN111894096A (en) * | 2020-07-07 | 2020-11-06 | 济南市市政工程设计研究院(集团)有限责任公司 | Urban rainwater port dredging and initial rainwater flow discarding device, system and method |
CN116517088A (en) * | 2023-05-19 | 2023-08-01 | 上海勘测设计研究院有限公司 | Rain sewage flow dividing device |
-
2014
- 2014-04-29 CN CN201420216349.4U patent/CN203782853U/en not_active Expired - Fee Related
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104264772A (en) * | 2014-10-23 | 2015-01-07 | 郭家龙 | Initial rainwater discarding device of rainwater gathering system |
CN104631599A (en) * | 2015-02-10 | 2015-05-20 | 武汉圣禹排水系统有限公司 | Emergency rainfall flood discharge system |
CN105178414A (en) * | 2015-08-28 | 2015-12-23 | 武汉金牛经济发展有限公司 | Rainwater split-flow device |
CN105178414B (en) * | 2015-08-28 | 2017-01-04 | 武汉金牛经济发展有限公司 | A kind of rainwater flow-discarding device |
CN105672445A (en) * | 2016-03-24 | 2016-06-15 | 昆明普尔顿环保科技股份有限公司 | Rainwater collection, discarding, overflow and purification unpowered integrated device |
CN105926755B (en) * | 2016-04-25 | 2019-11-15 | 泰兴市东城水处理工程有限公司 | Rain water drainage cuts dirty well |
CN105926755A (en) * | 2016-04-25 | 2016-09-07 | 北京东方雨汇节水环保科技有限公司 | Rainwater split-flow sewage interception well |
CN107338856A (en) * | 2017-07-26 | 2017-11-10 | 天津大学 | A kind of rain water drainage collection device automatically controlled |
CN107246062A (en) * | 2017-07-28 | 2017-10-13 | 中建凯德电子工程设计有限公司 | A kind of first rain automatic flow abandoning apparatus of lever |
CN107246062B (en) * | 2017-07-28 | 2022-11-08 | 中建凯德电子工程设计有限公司 | Lever type automatic initial rain discarding device |
CN109487852A (en) * | 2018-11-22 | 2019-03-19 | 河南青联建设投资集团有限公司 | A kind of municipal administration water saving fixtures |
CN110056135A (en) * | 2019-04-10 | 2019-07-26 | 常州东华建筑安装工程有限公司 | A kind of automatic flow abandoning rainwater collection irrigation system and application method |
CN110331759A (en) * | 2019-07-19 | 2019-10-15 | 常州碧瑞达水处理科技有限公司 | Second level rainwater recovery device with sand dust pre-separation rainwater-collecting mouth |
CN111305362A (en) * | 2020-03-30 | 2020-06-19 | 徐州工程学院 | Park road infiltration layer construction scheme based on initial rainwater interception and purification |
CN111305362B (en) * | 2020-03-30 | 2020-12-01 | 徐州工程学院 | Structure of seepage layer under park road based on initial rainwater closure purification |
CN111894096A (en) * | 2020-07-07 | 2020-11-06 | 济南市市政工程设计研究院(集团)有限责任公司 | Urban rainwater port dredging and initial rainwater flow discarding device, system and method |
CN116517088A (en) * | 2023-05-19 | 2023-08-01 | 上海勘测设计研究院有限公司 | Rain sewage flow dividing device |
CN116517088B (en) * | 2023-05-19 | 2024-05-14 | 上海勘测设计研究院有限公司 | Rain sewage flow dividing device |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140820 Termination date: 20160429 |