CN105804222A - Storage pond under landscape water body - Google Patents
Storage pond under landscape water body Download PDFInfo
- Publication number
- CN105804222A CN105804222A CN201610109109.8A CN201610109109A CN105804222A CN 105804222 A CN105804222 A CN 105804222A CN 201610109109 A CN201610109109 A CN 201610109109A CN 105804222 A CN105804222 A CN 105804222A
- Authority
- CN
- China
- Prior art keywords
- storage tank
- water
- water inlet
- grid well
- main body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 136
- 239000010865 sewage Substances 0.000 claims abstract description 42
- 238000011010 flushing procedure Methods 0.000 claims abstract description 25
- 230000009466 transformation Effects 0.000 claims abstract description 7
- 238000009423 ventilation Methods 0.000 claims description 25
- 238000007689 inspection Methods 0.000 claims description 14
- 230000001105 regulatory effect Effects 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 6
- 238000004332 deodorization Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 6
- 230000009977 dual effect Effects 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000009825 accumulation Methods 0.000 description 3
- 230000033228 biological regulation Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000003828 downregulation Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001877 deodorizing effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/103—Naturals or landscape retention bodies, e.g. ponds
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
本发明公开了一种景观水体下调蓄池，景观水体包括水体和坡岸，景观水体下调蓄池包括调蓄池主体和管理设施及变配电间，调蓄池主体设置于水体下，调蓄池主体内设有矮墙、进水截污格栅井、排空系统和冲洗系统；矮墙述调蓄池主体分隔为若干廊道，进水截污格栅井设置于坡岸下，进水截污格栅井设有进水口和出水口，进水截污格栅井的出水口为调蓄池主体的入水口，冲洗系统设置于距离所述调蓄池入水口的最远端。本发明可以利用现有的自然或者人造景观水体，将调蓄池主体一体化设置于景观水体之下，既能节约建设用地，又无需专门营造相关景观，能够大幅降低建设成本，具有市政给排水和生态环保双重效益。
The invention discloses a landscape water body lowering storage tank. The landscape water body includes a water body and a slope bank. The landscape water body lowering storage tank includes a main body of a storage tank, management facilities and a power transformation and distribution room. The main body of the water adjustment tank is arranged under the water body. The main body of the storage tank is equipped with a low wall, a water inlet and sewage interception grid well, an emptying system and a flushing system; , the water inlet and sewage grid well is provided with a water inlet and a water outlet, the water outlet of the water inlet and sewage grid well is the water inlet of the main body of the storage tank, and the flushing system is set at the farthest from the water inlet of the storage tank end. The present invention can utilize the existing natural or man-made landscape water body, and integrate the main body of the storage tank under the landscape water body, which can not only save construction land, but also does not need to specially build related landscapes, can greatly reduce construction costs, and has the advantages of municipal water supply and drainage. And the dual benefits of ecological and environmental protection.
Description
技术领域 technical field
本发明涉及市政工程技术领域，特别涉及一种景观水体下调蓄池。 The invention relates to the technical field of municipal engineering, in particular to a landscape water body lowering storage tank.
背景技术 Background technique
为保障“蓄排协同”的现代城市雨洪管理体系，在雨水排水系统上常设置调蓄池，用以截流初期雨水，缓解河道污染及短时强降水积水问题。传统的调蓄池设计方案需将调蓄池，进水截污格栅井，管理设施等分别独立布置，且调蓄池体量较大，需要占用很大的场地。在老城区中设置调蓄池，由于其建筑密度较高，景观要求较高，地下空间建设条件差，因此，老城区的调蓄池建设存在瓶颈。 In order to ensure the modern urban rainwater management system of "storage and drainage coordination", storage tanks are often set up on the rainwater drainage system to intercept the initial rainwater and alleviate the problems of river pollution and short-term heavy precipitation. The traditional storage tank design scheme needs to arrange the storage tank, the water inlet and sewage interception grid well, and management facilities independently, and the volume of the storage tank is relatively large, which requires a large space. The storage tanks are set up in the old urban areas. Due to the high building density, high landscape requirements, and poor construction conditions for underground space, there is a bottleneck in the construction of storage tanks in the old urban areas.
发明内容 Contents of the invention
有鉴于现有技术的上述缺陷，本发明的技术目的在于提供一种接合自然或者人工景观水体，一体化设置于水体下的调蓄池，改善现有调蓄池占地面积大、景观要求高、工程耗资高等缺陷。 In view of the above-mentioned defects of the prior art, the technical purpose of the present invention is to provide a storage tank integrated with a natural or artificial landscape water body, which is integrated under the water body, so as to improve the large area of the existing storage tank and the high landscape requirements. , High project cost and other defects.
为实现上述目的，本发明提供了一种景观水体下调蓄池，所述景观水体包括水体和坡岸，所述景观水体下调蓄池包括调蓄池主体和管理设施及变配电间，所述调蓄池主体设置于水体下，所述调蓄池主体内设有矮墙、进水截污格栅井、排空系统和冲洗系统；所述矮墙将所述调蓄池主体分隔为若干廊道，所述进水截污格栅井设置于所述坡岸下，所述进水截污格栅井设有进水口和出水口，所述进水截污格栅井的出水口为所述调蓄池主体的入水口，所述冲洗系统设置于距离所述调蓄池入水口的最远端；所述进水截污格栅井的顶部通过坡岸与地面相通，所述进水截污格栅井的顶部设有可拆卸屋顶；所述进水截污格栅井的进水口外设有进水箱涵，所述进水截污格栅井的进水口设有快速闸门，所述进水截污格栅井内设有钢丝绳机械格栅，所述进水截污格栅井的出水口设有跌水台阶。 In order to achieve the above object, the present invention provides a landscape water body down-regulation storage tank, the landscape water body includes a water body and a slope bank, and the landscape water body down-regulation storage tank includes a main body of a storage tank, management facilities and a power transformation and distribution room, The main body of the storage tank is set under the water body, and the main body of the storage tank is equipped with a low wall, a water inlet and sewage interception grid well, an emptying system and a flushing system; the low wall separates the main body of the storage tank It is a plurality of corridors, and the water inlet and sewage intercepting grid well is arranged under the slope bank, and the water inlet and sewage intercepting grid well is provided with a water inlet and a water outlet, and the outlet of the water inlet and sewage intercepting grid well is The water inlet is the water inlet of the main body of the regulating storage tank, and the flushing system is arranged at the farthest end from the water inlet of the regulating storage pond; The top of the water inlet and sewage intercepting grid well is provided with a detachable roof; A fast gate, the water inlet and sewage intercepting grid well is equipped with a wire rope mechanical grille, and the water outlet of the water inlet and sewage intercepting grid well is provided with a water drop step.
进一步地，所述进水截污格栅井设有格栅井通风孔，所述格栅井通风孔内设有通风风机；所述进水截污格栅井内还设有植物液除臭设备。设置格栅井通风孔可以保证其内空气流通从而避免进水截污格栅井内沼气聚集；植物液除臭设备可以避免污水流入调蓄池后腐烂发臭。 Further, the grid well for water inlet and sewage interception is provided with a ventilation hole of the grid well, and a ventilation fan is arranged in the ventilation hole of the grid well; plant liquid deodorization equipment is also arranged in the grid well for water intake and sewage interception . Setting the ventilation holes in the grid well can ensure the air circulation in it to avoid the accumulation of methane in the water intake and sewage interception grid well; the plant liquid deodorization equipment can prevent the sewage from rotting and smelling after it flows into the storage tank.
进一步地，所述排空系统包括排空管室、排空泵和排空管，所述排空泵设置于所述调蓄池主体的底部，所述排空泵与所述排空管相连通，所述排空管经由所述排空管室导出所述调蓄池主体，所述排空管室顶部设有排空泵检修孔。 Further, the emptying system includes an emptying pipe chamber, an emptying pump and an emptying pipe, the emptying pump is arranged at the bottom of the storage tank main body, and the emptying pump is connected to the emptying pipe The emptying pipe leads to the main body of the storage tank through the emptying pipe chamber, and the top of the emptying pipe chamber is provided with an inspection hole for the emptying pump.
进一步地，所述冲洗系统包括存水室和门式自冲洗装置，所述门式自冲洗装置设置于所述存水室的门口，所述存水室的底部为坡道，所述坡道的坡度为15-25％。调蓄池调蓄任务完成后，需将池内的储水排出，以便下次暴雨时能继续发挥调蓄作用。当调蓄池的储水排出放空后，门式自冲洗装置利用存水室内的存水自动冲洗调蓄池廊道，避免淤泥在调蓄池内淤积。 Further, the flushing system includes a water storage room and a door-type self-flushing device, the door-type self-flushing device is arranged at the door of the water storage room, the bottom of the water storage room is a ramp, and the ramp The slope is 15-25%. After the adjustment and storage task of the adjustment and storage pool is completed, the water stored in the pool needs to be discharged so that it can continue to play the role of adjustment and storage during the next rainstorm. When the water in the storage tank is discharged and emptied, the door-type self-flushing device uses the water stored in the water storage room to automatically flush the corridor of the storage tank to avoid silt accumulation in the storage tank.
进一步地，所述管理设施及变配电间的门口设有防洪闸板。设置防洪闸板可以确保在暴雨时隔绝雨水的灌入，确保调蓄池能安全运行。 Further, the gates of the management facility and the power transformation and distribution room are provided with flood control gates. The installation of flood control gates can ensure that the rainwater is isolated from the inflow of rainwater during heavy rains, and the storage tank can be operated safely.
进一步地，所述廊道底部为坡道，所述坡道的坡度为0.5-1.5％。廊道底部设置坡道便于冲洗清淤。 Further, the bottom of the corridor is a ramp, and the gradient of the ramp is 0.5-1.5%. A ramp is provided at the bottom of the corridor to facilitate flushing and dredging.
进一步地，所述调蓄池主体设有调蓄池通风孔，所述调蓄池通风孔上设有防雨罩，所述调蓄池通风孔内设有通风风机。设置调蓄池通风孔可以保证池内空气流通避免沼气聚集。 Further, the main body of the storage tank is provided with ventilation holes for the storage tank, the ventilation holes of the storage tank are provided with a rainproof cover, and the ventilation holes of the storage tank are provided with ventilation fans. Setting the ventilation holes in the storage tank can ensure the air circulation in the tank to avoid the accumulation of biogas.
进一步地，所述调蓄池主体设有调蓄池检修孔，所述调蓄池检修孔通过检修通道与所述坡岸相连。设置调蓄池检修孔可以便于设备检修。 Further, the main body of the regulating storage tank is provided with an inspection hole of the regulating storage pond, and the inspection hole of the regulating storage pond is connected with the slope bank through an inspection channel. Setting the storage tank inspection hole can facilitate equipment maintenance.
本发明的有益效果： Beneficial effects of the present invention:
本发明由于采用了上述结构设计，可以利用现有的自然或者人造景观水体，将调蓄池主体一体化设置于景观水体之下，既能节约建设用地，又无需专门营造相关景观，能够大幅降低建设成本，具有市政给排水和生态环保双重效益。 Due to the adoption of the above-mentioned structural design, the present invention can utilize the existing natural or man-made landscape water body, and integrate the main body of the storage tank under the landscape water body, which can not only save construction land, but also do not need to specially build related landscapes, which can greatly reduce the The construction cost has dual benefits of municipal water supply and drainage and ecological environmental protection.
设置可拆卸屋顶可以方便设备和栅渣的运输，同时也便于格栅井内设备的检修。 Setting the removable roof can facilitate the transportation of equipment and screenings, and also facilitate the maintenance of equipment in the grid well.
进水截污格栅井的进水口设有快速闸门，使雨水能快速进入调蓄池进行调蓄；进水截污格栅井的出水口设置跌水台阶可以使雨水涌入调蓄池使跌水消能，减轻水流对构筑物墙体的冲刷。 The water inlet of the water inlet and sewage grid well is equipped with a fast gate, so that the rainwater can quickly enter the storage tank for regulation and storage; Falling water dissipates energy and reduces the erosion of water flow on the walls of structures.
以下将结合附图对本发明的构思、具体结构及产生的技术效果作进一步说明，以充分地了解本发明的目的、特征和效果。 The idea, specific structure and technical effects of the present invention will be further described below in conjunction with the accompanying drawings, so as to fully understand the purpose, features and effects of the present invention.
附图说明 Description of drawings
图1为本发明的一个较佳实施例的上层俯视图。 Fig. 1 is a top plan view of a preferred embodiment of the present invention.
图2为本发明的一个较佳实施例的中层俯视图。 Fig. 2 is a top view of the middle layer of a preferred embodiment of the present invention.
图3为图1中沿1-1线剖面图。 Fig. 3 is a sectional view along line 1-1 in Fig. 1 .
图4为图1中沿2-2线剖面图。 Fig. 4 is a sectional view along line 2-2 in Fig. 1 .
图5为图1中沿3-3线剖面图。 Fig. 5 is a sectional view along line 3-3 in Fig. 1 .
图6为图1中沿4-4线剖面图。 Fig. 6 is a sectional view along line 4-4 in Fig. 1 .
图中，1调蓄池主体；11矮墙；12廊道；13调蓄池通风孔；14调蓄池检修孔；15防雨罩；2管理设施及变配电间；21防洪闸板；3排空系统；31排空管室；32排空泵；33排空管；34排空泵检修孔；4进水截污格栅井；41进水箱涵；42跌水台阶；43格栅井通风孔；44钢丝绳机械格栅；45植物液除臭设备；46可拆卸屋顶；47快速闸门；5冲洗系统；51存水室；52门式自冲洗装置；6水体；7坡岸 In the figure, 1 main body of storage tank; 11 low wall; 12 corridor; 13 ventilation hole of storage tank; 14 inspection hole of storage tank; 15 rain cover; 3 emptying system; 31 emptying pipe room; 32 emptying pump; 33 emptying pipe; 34 inspection hole for emptying pump; Grid well ventilation hole; 44 steel wire rope mechanical grille; 45 plant liquid deodorization equipment; 46 detachable roof; 47 fast gate; 5 flushing system; 51 water storage room;
具体实施方式 detailed description
如图1-图6所示，本发明的一具体实施例，景观水体包括水体6和坡岸7，景观水体下调蓄池包括调蓄池主体1和管理设施及变配电间2，调蓄池主体1设置于水体6下，调蓄池主体1内设有矮墙11、进水截污格栅井4、排空系统3和冲洗系统5；矮墙11将调蓄池主体1分隔为若干廊道12，进水截污格栅井4设置于坡岸7下，进水截污格栅井4设有进水口和出水口，进水截污格栅井的出水口为调蓄池主体的入水口，冲洗系统5设置于距离调蓄池入水口的最远端。 As shown in Figures 1 to 6, in a specific embodiment of the present invention, the landscape water body includes a water body 6 and a slope bank 7, and the landscape water body lowering storage tank includes a storage tank main body 1, management facilities and a power transformation and distribution room 2, and the adjustment tank The main body of the storage tank 1 is set under the water body 6, and the main body of the storage tank 1 is provided with a low wall 11, a water inlet and sewage interception grid well 4, an emptying system 3 and a flushing system 5; the low wall 11 separates the main body of the storage tank 1 For several corridors 12, the water inlet and sewage intercepting grid well 4 is arranged under the slope bank 7, the water inlet and sewage intercepting grid well 4 is provided with a water inlet and a water outlet, and the water inlet and sewage intercepting grid well 4 is provided with a water inlet and a water outlet. The water inlet of the pool main body, the flushing system 5 is arranged at the farthest end from the water inlet of the storage tank.
进水截污格栅井4的顶部通过坡岸7与地面相通，进水截污格栅井4的顶部设有可拆卸屋顶46；进水截污格栅井4的进水口外设有进水箱涵41，进水截污格栅井4的进水口设有快速闸门47，进水截污格栅井4内设有钢丝绳机械格栅44，进水截污格栅井4的出水口设有跌水台阶42；进水截污格栅井4设有格栅井通风孔43，格栅井通风孔43内设有通风风机(图未示出)；进水截污格栅井4内还设有植物液除臭设备45。 The top of the water inlet and sewage intercepting grid well 4 communicates with the ground through the bank 7, and the top of the water inlet and sewage intercepting grid well 4 is provided with a detachable roof 46; The water tank culvert 41, the water inlet of the water inlet and sewage intercepting grid well 4 is provided with a quick gate 47, the water inlet and sewage intercepting grid well 4 is provided with a wire rope mechanical grille 44, the water outlet of the water inlet and sewage intercepting grid well 4 There is a water drop step 42; the water inlet and sewage intercepting grille well 4 is provided with a grille well ventilation hole 43, and a ventilation fan (not shown) is arranged in the grille well ventilation hole 43; the water inlet and sewage interception grille well 4 Also be provided with plant liquid deodorizing equipment 45 inside.
排空系统包括排空管室31、排空泵32和排空管33，排空泵32设置于调蓄池主体1的底部，排空泵32与排空管33相连通，排空管33经由排空管室31导出调蓄池主体1，排空管室31顶部设有排空泵检修孔34。 The emptying system includes an emptying pipe chamber 31, an emptying pump 32 and an emptying pipe 33. The emptying pump 32 is arranged at the bottom of the storage tank main body 1. The emptying pump 32 is connected with the emptying pipe 33. The emptying pipe 33 The storage tank main body 1 is led out through the emptying pipe chamber 31 , and the top of the emptying pipe chamber 31 is provided with an emptying pump inspection hole 34 .
冲洗系统5包括存水室51和门式自冲洗装置52，门式自冲洗装置52设置于存水室51的门口，存水室51的底部为坡道，坡道的坡度为15-25％。本实施例中共设置有九套冲洗系统，坡道的坡度设置为20％。 The flushing system 5 includes a water storage chamber 51 and a door-type self-flushing device 52. The door-type self-flushing device 52 is arranged at the door of the water storage chamber 51. The bottom of the water storage chamber 51 is a ramp, and the slope of the ramp is 15-25%. . Nine sets of flushing systems are arranged in total in this embodiment, and the slope of the ramp is set at 20%.
管理设施及变配电间2的门口设有防洪闸板21。 The gate of the management facility and the power transformation and distribution room 2 is provided with a flood control gate 21 .
廊道12底部为坡道，坡道的坡度为0.5-1.5％。本实施例的廊道底部坡度为1％。 The bottom of the corridor 12 is a ramp, and the gradient of the ramp is 0.5-1.5%. The bottom slope of the corridor in this embodiment is 1%.
调蓄池主体1设有调蓄池通风孔13，调蓄池通风孔13上设有防雨罩15，调蓄池通风孔13内设有通风风机(图未示出)；调蓄池主体1还设有调蓄池检修孔14，调蓄池检修孔14通过检修通道与坡岸相连。 The storage tank main body 1 is provided with a storage tank ventilation hole 13, and the storage tank ventilation hole 13 is provided with a rain cover 15, and a ventilation fan (not shown) is arranged in the storage tank ventilation hole 13; 1 is also provided with a storage tank inspection hole 14, and the storage storage tank inspection hole 14 is connected to the slope bank through an inspection channel.
本发明调蓄池的运行模式为：进水——排空——冲洗——待机(等待下次进水) The operation mode of the regulating storage tank of the present invention is: water intake-emptying-flushing-standby (waiting for the next water intake)
1.进水：当下雨或者其他需要调蓄城市排水的情况发生时，进水截污格栅井的快速闸门开启，污水经过进水截污格栅井，通过格栅将污水中的大污染物拦截去除，然后水流经过跌水台阶进入调蓄池主体内储存，当水位达到设定的最高液位时，快速闸门关闭，停止进水。 1. Water intake: When it rains or other situations that require regulation and storage of urban drainage occur, the fast gate of the water intake and sewage interception grid well is opened, and the sewage passes through the water intake and sewage interception grid well, and the large pollution in the sewage is collected through the grid. The material is intercepted and removed, and then the water flows into the main body of the storage tank through the falling steps for storage. When the water level reaches the set maximum level, the fast gate is closed to stop the water intake.
2.排空：当完成调蓄任务后，快速闸门保持关闭状态，排空系统中的排空泵启动，将调蓄池存储的水经由排空管排入外部管道内，当水位达到设定的最低液位时，排空泵停止工作。 2. Empty: When the task of adjusting and storing is completed, the fast gate remains closed, and the emptying pump in the emptying system starts to discharge the water stored in the adjusting and storing tank into the external pipeline through the emptying pipe. When the water level reaches the set When the minimum liquid level is reached, the emptying pump stops working.
3.冲洗:当调蓄池排空后，进入冲洗状态，门式自冲洗装置利用存水室内的存水自动冲洗调蓄池廊道，将调蓄池内沉积的污染物冲洗干净，避免淤泥在调蓄池内淤积。 3. Flushing: When the storage tank is emptied, it enters the flushing state, and the door-type self-flushing device uses the water stored in the water storage room to automatically flush the corridor of the storage tank, flushing the pollutants deposited in the storage tank, and avoiding the sludge in the storage tank. Sedimentation in storage tanks.
4.待机：调蓄池放空冲洗干净等待下次调蓄任务来临。 4. Standby: The storage tank is emptied and rinsed to wait for the next storage task to come.
以上详细描述了本发明的较佳具体实施例。应当理解，本领域的普通技术人员无需创造性劳动就可以根据本发明的构思作出诸多修改和变化。因此，凡本技术领域中技术人员依本发明的构思在现有技术的基础上通过逻辑分析、推理或者有限的实验可以得到的技术方案，皆应在由权利要求书所确定的保护范围内。 The preferred specific embodiments of the present invention have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the present invention without creative effort. Therefore, all technical solutions that can be obtained by those skilled in the art based on the concept of the present invention through logical analysis, reasoning or limited experiments on the basis of the prior art shall be within the scope of protection defined by the claims.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610109109.8A CN105804222A (en) | 2016-02-26 | 2016-02-26 | Storage pond under landscape water body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610109109.8A CN105804222A (en) | 2016-02-26 | 2016-02-26 | Storage pond under landscape water body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804222A true CN105804222A (en) | 2016-07-27 |
Family
ID=56465854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610109109.8A Pending CN105804222A (en) | 2016-02-26 | 2016-02-26 | Storage pond under landscape water body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105804222A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435369A (en) * | 2017-09-21 | 2017-12-05 | 上海市城市建设设计研究总院（集团）有限公司 | Storage pond under river course |
| CN109811872A (en) * | 2019-03-18 | 2019-05-28 | 上海市城市建设设计研究总院（集团）有限公司 | Pond automatic hydraulic bottom valve Accrete clearing device and its method |
| CN109912080A (en) * | 2019-04-22 | 2019-06-21 | 上海市城市建设设计研究总院（集团）有限公司 | Coagulating sedimentation storage pond and its control method |
| CN109928583A (en) * | 2019-04-22 | 2019-06-25 | 上海市城市建设设计研究总院（集团）有限公司 | Storage pond and its operation method with biological treatment function |
| CN111362467A (en) * | 2020-04-14 | 2020-07-03 | 上海市城市建设设计研究总院（集团）有限公司 | Intensive regulation and storage tank with treatment function |
| CN111517496A (en) * | 2020-04-15 | 2020-08-11 | 武汉市政工程设计研究院有限责任公司 | A rainwater and sewage treatment system based on multi-point mixed discharge and regulation and storage |
| CN112962747A (en) * | 2021-02-01 | 2021-06-15 | 中国电建集团华东勘测设计研究院有限公司 | Sewage treatment facility with regulation and water supplement functions |
| CN114607032A (en) * | 2022-04-18 | 2022-06-10 | 中建生态环境集团有限公司 | Initial rainwater regulation pond ventilation deodorization system |
| CN115012512A (en) * | 2022-05-27 | 2022-09-06 | 上海市政工程设计研究总院（集团）有限公司 | Prevent that silt deposit festival ground type regulation facility |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100808923B1 (en) * | 2006-11-13 | 2008-03-03 | 주식회사 중원 | Slope water storage system |
| CN103046632A (en) * | 2013-01-07 | 2013-04-17 | 北京京诚科林环保科技有限公司 | Municipal administration rainwater regulation system |
| CN103806525A (en) * | 2012-11-09 | 2014-05-21 | 烟台水泰和水科技有限公司 | Gantry self-flushing device for rainwater storage tank |
| CN105089142A (en) * | 2015-08-27 | 2015-11-25 | 天津大学 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
| CN105317103A (en) * | 2015-11-09 | 2016-02-10 | 同济大学 | Rainwater regulation and storage system having self-governance function |
| CN205475661U (en) * | 2016-02-26 | 2016-08-17 | 上海市城市建设设计研究总院 | Regulation pond under landscape water body |
-
2016
- 2016-02-26 CN CN201610109109.8A patent/CN105804222A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100808923B1 (en) * | 2006-11-13 | 2008-03-03 | 주식회사 중원 | Slope water storage system |
| CN103806525A (en) * | 2012-11-09 | 2014-05-21 | 烟台水泰和水科技有限公司 | Gantry self-flushing device for rainwater storage tank |
| CN103046632A (en) * | 2013-01-07 | 2013-04-17 | 北京京诚科林环保科技有限公司 | Municipal administration rainwater regulation system |
| CN105089142A (en) * | 2015-08-27 | 2015-11-25 | 天津大学 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
| CN105317103A (en) * | 2015-11-09 | 2016-02-10 | 同济大学 | Rainwater regulation and storage system having self-governance function |
| CN205475661U (en) * | 2016-02-26 | 2016-08-17 | 上海市城市建设设计研究总院 | Regulation pond under landscape water body |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435369A (en) * | 2017-09-21 | 2017-12-05 | 上海市城市建设设计研究总院（集团）有限公司 | Storage pond under river course |
| CN109811872A (en) * | 2019-03-18 | 2019-05-28 | 上海市城市建设设计研究总院（集团）有限公司 | Pond automatic hydraulic bottom valve Accrete clearing device and its method |
| CN109912080A (en) * | 2019-04-22 | 2019-06-21 | 上海市城市建设设计研究总院（集团）有限公司 | Coagulating sedimentation storage pond and its control method |
| CN109928583A (en) * | 2019-04-22 | 2019-06-25 | 上海市城市建设设计研究总院（集团）有限公司 | Storage pond and its operation method with biological treatment function |
| CN111362467A (en) * | 2020-04-14 | 2020-07-03 | 上海市城市建设设计研究总院（集团）有限公司 | Intensive regulation and storage tank with treatment function |
| CN111517496A (en) * | 2020-04-15 | 2020-08-11 | 武汉市政工程设计研究院有限责任公司 | A rainwater and sewage treatment system based on multi-point mixed discharge and regulation and storage |
| CN112962747A (en) * | 2021-02-01 | 2021-06-15 | 中国电建集团华东勘测设计研究院有限公司 | Sewage treatment facility with regulation and water supplement functions |
| CN112962747B (en) * | 2021-02-01 | 2022-06-28 | 中国电建集团华东勘测设计研究院有限公司 | Sewage treatment facility with regulation and water supplement functions |
| CN114607032A (en) * | 2022-04-18 | 2022-06-10 | 中建生态环境集团有限公司 | Initial rainwater regulation pond ventilation deodorization system |
| CN115012512A (en) * | 2022-05-27 | 2022-09-06 | 上海市政工程设计研究总院（集团）有限公司 | Prevent that silt deposit festival ground type regulation facility |
| CN115012512B (en) * | 2022-05-27 | 2024-08-02 | 上海市政工程设计研究总院（集团）有限公司 | Anti-fouling land-saving type regulation facility |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105804222A (en) | Storage pond under landscape water body | |
| WO2021174722A1 (en) | Regulation, storage, and purification system and method for controlling rain and sewage confluence and overflow pollution | |
| CN101660305B (en) | Field drainage control system | |
| CN201762757U (en) | Roof rainwater utilization system | |
| CN104532947B (en) | Underground open storage tank | |
| CN102400477A (en) | Roof rainwater utilization system | |
| CN111236408A (en) | Joint construction structure of drainage pump station and regulation and storage tank and operation method thereof | |
| CN207392409U (en) | A kind of Mobyneb Vatch basin system | |
| CN104790501B (en) | Rainwater comprehensive regulation and storage application system | |
| CN209353440U (en) | Road rainwater storage and drainage system for sponge city | |
| CN211873292U (en) | Drainage pumping station and regulation and storage tank jointly build structure | |
| CN103696481A (en) | Rainwater regulating, storing and recycling system | |
| CN103806525A (en) | Gantry self-flushing device for rainwater storage tank | |
| CN202882105U (en) | Gantry self-flushing device for rainwater storage tank | |
| CN105064274A (en) | Storing and discharging integrated box-type revetment | |
| CN114045915B (en) | System that dams that has function of washing to rain sewage deposit in pipe network | |
| CN210857472U (en) | Bury formula dispersion regulation storage battery system | |
| CN106592748A (en) | Storage and utilization system for underwater initial rainwater | |
| CN203782850U (en) | Rainwater regulation, storage and reuse system | |
| CN108678006A (en) | A kind of rainwater-collecting of pipe gallery is regulated and stored system | |
| CN205475661U (en) | Regulation pond under landscape water body | |
| CN217974577U (en) | Off-line rainwater regulation and storage tank | |
| CN208578071U (en) | An underground comprehensive pipe gallery structure with inflow of rainwater and sewage | |
| CN106759770A (en) | One kind is applied to that pipe gallery rainwater separating regulates and stores device and its sub-prime is regulated and stored technique | |
| CN205954797U (en) | Hold drain pipe system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160727 |