CN108265807A - Anti-silting deposition cleaning dirt pipeline accesses abandoned stream catch-basin - Google Patents
Anti-silting deposition cleaning dirt pipeline accesses abandoned stream catch-basin Download PDFInfo
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- CN108265807A CN108265807A CN201810210979.3A CN201810210979A CN108265807A CN 108265807 A CN108265807 A CN 108265807A CN 201810210979 A CN201810210979 A CN 201810210979A CN 108265807 A CN108265807 A CN 108265807A
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- 238000004140 cleaning Methods 0.000 title claims abstract description 34
- 230000008021 deposition Effects 0.000 title claims description 12
- 238000004062 sedimentation Methods 0.000 claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 239000010865 sewage Substances 0.000 claims abstract description 28
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical group [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 21
- 238000005238 degreasing Methods 0.000 claims abstract description 3
- 238000001556 precipitation Methods 0.000 claims description 10
- 239000002689 soil Substances 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000000701 coagulant Substances 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000004888 barrier function Effects 0.000 claims 3
- 239000003651 drinking water Substances 0.000 claims 3
- 235000020188 drinking water Nutrition 0.000 claims 3
- 230000003139 buffering effect Effects 0.000 claims 2
- 239000003610 charcoal Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 239000002351 wastewater Substances 0.000 abstract description 28
- 238000000746 purification Methods 0.000 abstract description 17
- 239000010802 sludge Substances 0.000 abstract description 15
- 239000004746 geotextile Substances 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 230000008569 process Effects 0.000 abstract description 4
- 239000003344 environmental pollutant Substances 0.000 description 7
- 231100000719 pollutant Toxicity 0.000 description 7
- 239000002699 waste material Substances 0.000 description 6
- 230000007423 decrease Effects 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000013049 sediment Substances 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 239000012535 impurity Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- -1 silt Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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)
- Filtration Of Liquid (AREA)
Abstract
本发明属于市政排水管道技术领域，特别是涉及防淤积沉淀清污管道接入弃流雨水井，包括防淤积沉淀清污管道和弃流雨水井，防淤积沉淀清污管道包括雨水管道壁、防渗层、雨水管道舱、截污斜网、缓冲坡、可沉淀格栅、底部沉淀口、高扬程清污泵、淤泥输出管道和沉淀清淤槽，弃流雨水井包括储存净化箱、雨水井盖、活性炭芯过滤层、除油层、无纺土工布层、连接杆、漂浮球、活塞滑道、滑动活塞、弃流集水控制腔控制孔、弃流集水控制腔、弃流落水管、排水管道、雨水管道、水泵和抽水管；本发明在雨水得到有效排放的同时，对雨水进行净化、储存，再加以利用，实现了对雨水清淤、净化、弃流和储存的自动控制，有利于推动工业化进程和海绵城市建设。
The invention belongs to the technical field of municipal drainage pipelines, and in particular relates to an anti-silting and sedimentation cleaning pipeline connected to an abandoned rainwater well, including an anti-silting and sedimentation cleaning pipeline and an abandoned rainwater well. Seepage layer, rainwater pipeline cabin, sewage intercepting inclined net, buffer slope, sedimentable grille, bottom sedimentation port, high-lift cleaning pump, sludge output pipeline and sedimentation dredging tank, abandoned stormwater well including storage purification box, rainwater manhole cover , Activated carbon core filter layer, degreasing layer, non-woven geotextile layer, connecting rod, floating ball, piston slide, sliding piston, control hole of waste water collection control chamber, waste water collection control chamber, waste water downpipe, drainage pipe , rainwater pipes, water pumps and suction pipes; while the rainwater is effectively discharged, the present invention purifies, stores and utilizes the rainwater, realizes the automatic control of rainwater dredging, purification, discarding and storage, and facilitates the promotion of Industrialization process and sponge city construction.
Description
技术领域technical field
本发明属于市政排水管道技术领域，特别是涉及一种防淤积沉淀清污管道接入弃流雨水井。The invention belongs to the technical field of municipal drainage pipes, in particular to an anti-silting and sedimentation cleansing pipe connected to an abandoned rainwater well.
背景技术Background technique
随着城市化进程的发展和规模的不断扩大，排水管道的淤积、污染物堆积问题日趋严重，目前国内外众多城市的排水管道中存有大量的污染物，出现了不同程度的淤积问题。With the development of urbanization and the continuous expansion of scale, the problem of siltation and pollutant accumulation in drainage pipes is becoming more and more serious. At present, there are a large amount of pollutants in the drainage pipes of many cities at home and abroad, and different degrees of siltation problems have appeared.
排水管道的淤积问题多是由于管道系统中的泥沙以及悬浮固体物沉积所引起的，排水管道中的污水从坡度大的排水管进入坡度小的排水管后流速变小，污水中携带的泥沙以及悬浮固体物很容易在坡度小的管中沉积下来，从而造成排水管道淤积。管道在旱季接纳污水的流量和管道内污水的流速均远小于雨季值，这使得雨季可被污水带走的泥沙以及悬浮固体物在旱季时沉积下来，进而引起排水管道淤积。排水管道中的淤积物如塑料袋、树枝、树叶、淤泥、砂石等会使管道内污水流速降低，并截留油脂和漂浮物，从而降低管道的输送能力，加剧排水管道的淤积，当排水管道中淤积物达到一定程度时，管道的输送能力会急剧下降，淤积物淤积的速度会逐渐加快，最终造成管道堵塞。而且在一些路面径流的研究表明，初期30％雨水径流中的污染负荷占整场降雨污染的 70％，因此，初期雨水的截留与处理可有效控制径流污染物带来的管道淤积。因此，有必要对前期雨水进行预处理，截留水中的淤泥、沙粒、碎石等杂质以及大量污染物，目前，国内外对于排水管道的清淤研究较少，现存的对于管道清淤问题的研究也仅限于在出现管道淤积之后采取的各种措施，因此对于排水管道内部污染物淤积的问题的解决显得尤为重要。The silting problem of the drainage pipe is mostly caused by the deposition of sediment and suspended solids in the piping system. The flow velocity of the sewage in the drainage pipe becomes smaller after entering the drainage pipe with a steep slope from the drainage pipe with a large slope, and the mud carried in the sewage Sand and suspended solids can easily settle in pipes with shallow slopes, causing silting of drains. The flow of sewage received by the pipeline in the dry season and the flow velocity of the sewage in the pipeline are much smaller than the value in the rainy season, which makes the sediment and suspended solids that can be carried away by the sewage in the rainy season deposited in the dry season, which in turn causes the drainage pipeline to silt. Sediments in the drainage pipes, such as plastic bags, branches, leaves, silt, sand, etc., will reduce the flow rate of sewage in the pipes, and trap grease and floating objects, thereby reducing the conveying capacity of the pipes and aggravating the sedimentation of the drainage pipes. When the drainage pipes When the silt in the medium reaches a certain level, the conveying capacity of the pipeline will drop sharply, and the speed of silt accumulation will gradually increase, eventually causing the pipeline to block. Moreover, some road surface runoff studies have shown that the pollution load in the initial 30% of rainwater runoff accounts for 70% of the entire rainfall pollution. Therefore, the interception and treatment of initial rainwater can effectively control the pipeline deposition caused by runoff pollutants. Therefore, it is necessary to pre-treat the rainwater in the early stage to retain impurities such as silt, sand, gravel and a large number of pollutants in the water. The research is also limited to various measures taken after pipeline siltation occurs, so it is particularly important to solve the problem of pollutant siltation inside the drainage pipeline.
现今市政管道的建设错综复杂，有很多管道因为管道内部污染物淤积的问题无法正常运行，浅层的错综复杂的管道又不能破坏，那么深层雨污水管道的建设势在必行，深层雨污水管道的运行有一个很大的问题，那就是不管雨水、污水经过怎样的处理进入深层管道都会在长时间的积累下产生淤泥，而且又不好清理，一旦淤泥达到一个量值时会造成很大的危害，雨水井与水的净化与清淤功能相结合十分有利，有效避免了沙粒、碎石、淤泥等污染物的沉淀，极易造成管道堵塞的情况。Nowadays, the construction of municipal pipelines is complicated. Many pipelines cannot operate normally due to the accumulation of pollutants inside the pipelines. The shallow and intricate pipelines cannot be damaged. Therefore, the construction of deep rainwater and sewage pipelines is imperative. The operation of deep rainwater and sewage pipelines There is a big problem, that is, no matter how the rainwater and sewage are treated and enter the deep pipeline, sludge will be accumulated for a long time, and it is not easy to clean. Once the sludge reaches a certain value, it will cause great harm. The combination of rainwater wells and water purification and desilting functions is very beneficial, effectively avoiding the precipitation of sand, gravel, silt and other pollutants, which can easily cause pipeline blockage.
发明内容Contents of the invention
为了解决上述存在的技术问题，本发明提供一种防淤积沉淀清污管道接入弃流雨水井，能够有效解决淤泥和污水的有效分离，形成了完整的防淤积体系，只靠系统本身就能实现全程雨水清淤、净化、弃流和储存的自动控制。In order to solve the above-mentioned technical problems, the present invention provides an anti-silting and sedimentation cleaning pipe connected to the abandoned rainwater well, which can effectively solve the effective separation of silt and sewage, and forms a complete anti-silting system, which can be achieved only by the system itself. Realize the automatic control of the whole process of rainwater desilting, purification, abandonment and storage.
为了实现上述目的，本发明采用的技术方案为：In order to achieve the above object, the technical scheme adopted in the present invention is:
防淤积沉淀清污管道接入弃流雨水井，包括防淤积沉淀清污管道和弃流雨水井，防淤积沉淀清污管道包括雨水管道壁、防渗层、雨水管道舱、截污斜网、缓冲坡、可沉淀格栅、底部沉淀口、高扬程清污泵、淤泥输出管道和沉淀清淤槽，弃流雨水井包括储存净化箱、雨水井盖、活性炭芯过滤层、除油层、无纺土工布层、连接杆、漂浮球、活塞滑道、滑动活塞、弃流集水控制腔控制孔、弃流集水控制腔、弃流落水管、排水管道、雨水管道、水泵和抽水管；Anti-sedimentation and sedimentation cleaning pipes are connected to abandoned rainwater wells, including anti-sedimentation and sedimentation cleaning pipes and abandoned rainwater wells, anti-sedimentation and sedimentation cleaning pipes include rainwater pipe walls, anti-seepage layers, rainwater pipe cabins, sewage intercepting inclined nets, Buffer slope, sedimentable grid, bottom sedimentation port, high-lift cleaning pump, sludge output pipe and sedimentation dredging tank, waste flow rainwater well includes storage purification box, rainwater well cover, activated carbon core filter layer, oil removal layer, non-woven geotextile Fabric layers, connecting rods, floating balls, piston slides, sliding pistons, control holes for waste water collection control chambers, waste water collection control chambers, waste water downpipes, drainage pipes, rainwater pipes, water pumps and suction pipes;
防淤积沉淀清污管道接入弃流雨水井中，雨水管道舱的外周为防渗层，防渗层的外周为雨水管道壁，雨水管道舱中设置有若干缓冲坡，雨水管道舱的底部设置有若干沉淀清淤槽，沉淀清淤槽沿水流方向的末端设置截污斜网，截污斜网的顶部向来水方向倾斜45-60°，在沉淀清淤槽的底部设置高扬程清污泵，高扬程清污泵与淤泥输出管道的一端连接，淤泥输出管道的另一端穿过沉淀清淤槽和土层到达地表，沉淀清淤槽和雨水管道舱的连接处设置有可沉淀格栅，可沉淀格栅上设置均匀分布的底部沉淀口，雨水管道舱的出口一端与弃流雨水井的储存净化箱连接，弃流雨水井由上而下设置有雨水井盖、储存净化箱、活性炭芯过滤层、除油层、无纺土工布层、弃流集水控制腔和雨水管道，弃流集水控制腔和雨水管道通过弃流落水管、排水管道联通，弃流落水管在弃流集水控制腔的中下部设置有活塞滑道，活塞滑道的底部设置有弃流集水控制腔控制孔，且活塞滑道上设置有滑动活塞，滑动活塞采用连接杆与漂浮球连接，弃流集水控制腔中设置有水泵，水泵与抽水管的一端连接，抽水管的另一端穿过弃流雨水井的井壁和土层到达地表。The anti-silting and sedimentation cleaning pipeline is connected to the abandoned rainwater well. The outer periphery of the rainwater pipeline cabin is an anti-seepage layer, and the outer circumference of the anti-seepage layer is the rainwater pipeline wall. There are several buffer slopes in the rainwater pipeline cabin. The bottom of the rainwater pipeline cabin is equipped with A number of sedimentation dredging tanks, the end of the sedimentation dredging tank along the water flow direction is equipped with a sewage intercepting inclined net, the top of the sewage intercepting inclined net is inclined 45-60° to the direction of water flow, and a high lift cleaning sewage pump is installed at the bottom of the sedimentation dredging tank, The high-lift cleaning pump is connected to one end of the sludge output pipeline, and the other end of the sludge output pipeline passes through the sedimentation dredging tank and the soil layer to reach the ground surface. The sedimentation dredging tank and the rainwater pipeline cabin are connected by a settling grille, which can Set evenly distributed bottom sedimentation ports on the sedimentation grid, and the outlet end of the rainwater pipeline cabin is connected with the storage and purification box of the abandoned rainwater well. The abandoned rainwater well is equipped with a rainwater well cover, a storage purification box, and an activated carbon core filter layer from top to bottom , oil removal layer, non-woven geotextile layer, waste water collection control chamber and rainwater pipe, the waste water collection control chamber and rainwater pipe are connected through the waste water downpipe and drainage pipe, and the waste water downpipe is in the middle of the waste water collection control chamber The lower part is provided with a piston slideway, and the bottom of the piston slideway is provided with a control hole for the control chamber of the discarded flow and water collection, and a sliding piston is arranged on the piston slideway, and the sliding piston is connected with a floating ball by a connecting rod. A water pump is arranged, and the water pump is connected with one end of the water suction pipe, and the other end of the water suction pipe passes through the well wall and the soil layer of the abandoned flow rainwater well to reach the ground surface.
进一步地，所述的防渗层(2)采用水泥砂浆防水层。Further, the waterproof layer of cement mortar is adopted as the anti-seepage layer (2).
进一步地，所述的底部沉淀口(7)的孔径设置为5mm～10mm。Further, the hole diameter of the bottom sedimentation port (7) is set to 5mm-10mm.
进一步地，所述的活性炭芯过滤层(12)采用活性炭填充而成。Further, the activated carbon core filter layer (12) is filled with activated carbon.
进一步地，所述的除油层(13)采用除油粉CY-1和除油混凝剂CY-2填充而成。Further, the oil removal layer (13) is filled with oil removal powder CY-1 and oil removal coagulant CY-2.
进一步地，所述的连接杆(15)、活塞滑道(17)、滑动活塞(18)采用不锈钢材料制作而成。Further, the connecting rod (15), the piston slideway (17), and the sliding piston (18) are made of stainless steel.
防淤积沉淀清污管道接入弃流雨水井的工作步骤为初期雨水进入雨水管道舱，经过截污斜网过滤后，进入储存净化箱，雨水经过截污斜网过滤后的淤泥通过可沉淀格栅上的底部沉淀口进入沉淀清淤槽，淤泥通过高扬程清污泵、淤泥输出管道排出；经过初步过滤后的雨水进入储存净化箱后，再经过活性炭芯过滤层、除油层、无纺土工布层过滤后进入弃流集水控制腔，若降雨量稍小，当弃流集水控制腔中雨水没有达到漂浮球高度时，滑动活塞套在活塞滑道的底部且刚好套住弃流集水控制腔控制孔，在弃流集水控制腔中实现雨水的快速收集并储存，若降雨量再大，弃流集水控制腔内液面不断上升，当弃流集水控制腔中雨水不断上升至漂浮球高度时，弃流集水控制腔中雨水上升使漂浮球向上移动，漂浮球通过连接杆带动滑动活塞向上滑动，滑动活塞离开弃流集水控制腔控制孔，此时，弃流集水控制腔中多余的雨水通过弃流集水控制腔控制孔进入弃流落水管，再通过排水管道进入雨水管道排出；雨量逐渐减小停止时，弃流集水控制腔中的雨水逐渐降低使漂浮球向下移动，漂浮球通过连接杆带动滑动活塞向下滑动直至滑动活塞套住弃流集水控制腔控制孔，将雨水收集并储存在弃流集水控制腔中，使用时通过水泵、抽水管排出，通过雨水井盖清掏储存净化箱中过滤后的杂质，并对活性炭芯过滤层、除油层、无纺土工布层进行更换。The working steps of anti-silting and sedimentation clean-up pipelines connected to abandoned rainwater wells are that the initial rainwater enters the rainwater pipeline compartment, and after being filtered by the sewage intercepting inclined screen, it enters the storage and purification tank. The bottom sedimentation port on the grid enters the sedimentation dredging tank, and the sludge is discharged through the high-lift cleaning pump and the sludge output pipe; the rainwater after preliminary filtration enters the storage purification tank, and then passes through the activated carbon core filter layer, oil removal layer, non-woven geotextile After the cloth layer is filtered, it enters the waste flow collection control chamber. If the rainfall is slightly small, when the rainwater in the waste flow collection control chamber does not reach the height of the floating ball, the sliding piston sleeves the bottom of the piston slide and just covers the waste flow collection. The control hole of the water control cavity realizes the rapid collection and storage of rainwater in the control cavity of the waste flow collection. When it rises to the height of the floating ball, the rainwater in the discarded flow collection control chamber rises and the floating ball moves upwards. The floating ball drives the sliding piston to slide upward through the connecting rod, and the sliding piston leaves the control hole of the discarded flow collection control chamber. At this time, the discarded flow The excess rainwater in the water collection control chamber enters the waste water downspout through the control hole of the waste water collection control chamber, and then enters the rainwater pipe through the drainage pipe to be discharged; when the rainfall gradually decreases and stops, the rainwater in the waste water collection control chamber gradually decreases to make The floating ball moves downward, and the floating ball drives the sliding piston to slide down through the connecting rod until the sliding piston covers the control hole of the waste water collection control chamber, collects and stores the rainwater in the waste water collection control chamber, and passes through the water pump, The suction pipe is discharged, and the filtered impurities in the storage purification box are removed through the rainwater manhole cover, and the activated carbon core filter layer, oil removal layer, and non-woven geotextile layer are replaced.
本发明的有益效果：Beneficial effects of the present invention:
本发明的有益效果和优点是整个系统受力性能好，安全性能高，变被动式清淤为主动式防御，水流通过缓冲坡减速，不仅通过设置截污斜网、可沉淀格栅和沉淀清淤槽将淤泥和污水有效分离，有助于截污和淤泥沉淀，形成了完整的防淤积体系，而且通过弃流雨水井中设置的过滤层对雨水进行进一步的净化，设置的高扬程清污泵使整个系统清淤工作更加快速、简单、便捷，而且清污装置的设置不影响系统的储水、排水，在雨水得到有效排放的同时，对雨水进行净化、储存，再加以利用，只靠系统本身就能实现全程雨水清淤、净化、弃流和储存的自动控制，有利于推动工业化进程，推动海绵城市的建设。The beneficial effects and advantages of the present invention are that the whole system has good mechanical performance and high safety performance, and the passive dredging is changed into an active defense. The trough effectively separates the silt and sewage, which is helpful for sewage interception and silt precipitation, forming a complete anti-silt system, and the rainwater is further purified through the filter layer set in the abandoned rainwater well, and the high-lift cleaning pump is set. The desilting work of the whole system is faster, simpler and more convenient, and the setting of the decontamination device does not affect the water storage and drainage of the system. While the rainwater is effectively discharged, the rainwater is purified, stored, and then utilized, only by the system itself It can realize the automatic control of the whole process of rainwater dredging, purification, waste flow and storage, which is conducive to promoting the process of industrialization and the construction of sponge cities.
附图说明Description of drawings
图1为本发明防淤积沉淀清污管道接入弃流雨水井纵向截面示意图。Fig. 1 is a schematic diagram of a longitudinal section of an anti-silting and sedimentation cleaning pipe of the present invention connected to an abandoned rainwater well.
图中：1为雨水管道壁；2为防渗层；3为雨水管道舱；4为截污斜网；5为缓冲坡；6为可沉淀格栅；7为底部沉淀口；8为高扬程清污泵；9为淤泥输出管道；10为储存净化箱；11为雨水井盖；12为活性炭芯过滤层；13为除油层；14为无纺土工布层；15为连接杆；16为漂浮球；17为活塞滑道；18为滑动活塞；19为弃流集水控制腔控制孔；20为弃流集水控制腔；21为弃流落水管；22为排水管道；23为雨水管道；24为水泵；25为抽水管；26为沉淀清淤槽；27为防淤积沉淀清污管道；28为弃流雨水井。In the figure: 1 is the rainwater pipeline wall; 2 is the anti-seepage layer; 3 is the rainwater pipeline cabin; 4 is the sewage intercepting inclined net; 5 is the buffer slope; 6 is the sedimentable grid; 7 is the bottom sedimentation port; Sewage cleaning pump; 9 is the sludge output pipeline; 10 is the storage purification box; 11 is the rainwater well cover; 12 is the activated carbon core filter layer; 13 is the oil removal layer; 14 is the non-woven geotextile layer; 15 is the connecting rod; ; 17 is a piston slideway; 18 is a sliding piston; 19 is a control hole of the water collection control chamber for the abandoned flow; 20 is a water collection control chamber for the abandoned flow; Water pump; 25 is a suction pipe; 26 is a sediment dredging tank; 27 is an anti-sedimentation sedimentation cleaning pipe; 28 is an abandoned rainwater well.
具体实施方式Detailed ways
为了进一步说明本发明，下面结合附图及实施例对本发明进行详细地描述，但不能将它们理解为对本发明保护范围的限定。In order to further illustrate the present invention, the present invention will be described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be construed as limiting the protection scope of the present invention.
实施例：Example:
一种防淤积沉淀清污管道接入弃流雨水井，包括防淤积沉淀清污管道27和弃流雨水井28，防淤积沉淀清污管道27包括雨水管道壁1、防渗层2、雨水管道舱3、截污斜网4、缓冲坡5、可沉淀格栅6、底部沉淀口7、高扬程清污泵8、淤泥输出管道9和沉淀清淤槽26，弃流雨水井28包括储存净化箱10、雨水井盖11、活性炭芯过滤层12、除油层13、无纺土工布层14、连接杆15、漂浮球16、活塞滑道17、滑动活塞18、弃流集水控制腔控制孔19、弃流集水控制腔20、弃流落水管21、排水管道22、雨水管道23、水泵24和抽水管25；An anti-silting and sedimentation cleaning pipeline connected to an abandoned rainwater well, including an anti-silting and sedimentation cleaning pipeline 27 and an abandoned rainwater well 28, the anti-silting and sedimentation cleaning pipeline 27 includes a rainwater pipeline wall 1, an anti-seepage layer 2, and a rainwater pipeline Cabin 3, sewage intercepting inclined net 4, buffer slope 5, sedimentable grid 6, bottom sedimentation port 7, high-lift cleaning pump 8, sludge output pipeline 9 and sedimentation dredging tank 26, abandoned rainwater well 28 including storage and purification Box 10, rainwater well cover 11, activated carbon core filter layer 12, oil removal layer 13, non-woven geotextile layer 14, connecting rod 15, floating ball 16, piston slideway 17, sliding piston 18, control hole 19 , Abandoned flow collection control cavity 20, Abandoned flow downpipe 21, Drainage pipe 22, Rainwater pipe 23, Water pump 24 and Water suction pipe 25;
防淤积沉淀清污管道接入弃流雨水井中，雨水管道舱3的外周为防渗层2，防渗层2采用水泥砂浆防水层，防渗层2的外周为雨水管道壁1，雨水管道舱3中设置有若干缓冲坡5，雨水管道舱3的底部设置有若干沉淀清淤槽26，沉淀清淤槽26沿水流方向的末端设置截污斜网4，截污斜网4的顶部向来水方向倾斜45-60°，在沉淀清淤槽26的底部设置高扬程清污泵8，高扬程清污泵8与淤泥输出管道9的一端连接，淤泥输出管道9的另一端穿过沉淀清淤槽26和土层到达地表，沉淀清淤槽26和雨水管道舱3的连接处设置有可沉淀格栅6，可沉淀格栅6上设置均匀分布的底部沉淀口7，底部沉淀口7的孔径设置为5mm～10mm，雨水管道舱3的出口一端与弃流雨水井28的储存净化箱10连接，弃流雨水井28由上而下设置有雨水井盖11、储存净化箱10、活性炭芯过滤层12、除油层13、无纺土工布层14、弃流集水控制腔20和雨水管道23，活性炭芯过滤层12采用活性炭填充而成，除油层13采用除油粉CY-1和除油混凝剂CY-2填充而成，弃流集水控制腔20和雨水管道23通过弃流落水管21、排水管道22联通，弃流落水管21在弃流集水控制腔20的中下部设置有活塞滑道17，活塞滑道17的底部设置有弃流集水控制腔控制孔19，且活塞滑道17上设置有滑动活塞18，滑动活塞18采用连接杆15与漂浮球16连接，连接杆15、活塞滑道17、滑动活塞18采用不锈钢材料制作而成，弃流集水控制腔20中设置有水泵24，水泵24与抽水管25的一端连接，抽水管25的另一端穿过弃流雨水井28的井壁和土层到达地表。The anti-silting and sedimentation cleaning pipeline is connected to the abandoned rainwater well. The outer periphery of the rainwater pipeline cabin 3 is an anti-seepage layer 2, which adopts a cement mortar waterproof layer. The outer periphery of the anti-seepage layer 2 is the rainwater pipeline wall 1. The rainwater pipeline cabin 3 is provided with a number of buffer slopes 5, the bottom of the rainwater pipe cabin 3 is provided with a number of sedimentation dredging tanks 26, and the end of the sedimentation dredging tank 26 along the water flow direction is provided with a sewage intercepting inclined net 4, and the top of the sewage intercepting inclined net 4 is directed toward the incoming water. The direction is inclined at 45-60°, and a high-lift cleaning pump 8 is set at the bottom of the sedimentation dredging tank 26. The high-lift cleaning pump 8 is connected to one end of the sludge output pipeline 9, and the other end of the sludge output pipeline 9 passes through the sedimentation dredging The groove 26 and the soil layer reach the ground surface, and the connection between the sedimentation dredging tank 26 and the rainwater pipeline compartment 3 is provided with a sedimentable grid 6, and the sedimentable grid 6 is provided with evenly distributed bottom sedimentation ports 7, and the aperture of the bottom sedimentation port 7 is Set at 5 mm to 10 mm, one end of the outlet of the rainwater pipeline compartment 3 is connected to the storage purification box 10 of the abandoned rainwater well 28, and the abandoned rainwater well 28 is provided with a rainwater well cover 11, a storage purification box 10, and an activated carbon filter layer from top to bottom 12. Oil removal layer 13, non-woven geotextile layer 14, waste water collection control chamber 20 and rainwater pipe 23, activated carbon core filter layer 12 is filled with activated carbon, and oil removal layer 13 is made of oil removal powder CY-1 and oil removal mixture It is filled with coagulant CY-2, the waste water collection control chamber 20 and the rainwater pipe 23 are connected through the waste water downpipe 21 and the drainage pipe 22, and the waste water downpipe 21 is provided with a piston slide Road 17, the bottom of the piston slideway 17 is provided with the control hole 19 of the flow collection control chamber, and the piston slideway 17 is provided with a sliding piston 18, the sliding piston 18 is connected with the floating ball 16 using the connecting rod 15, the connecting rod 15, The piston slideway 17 and the sliding piston 18 are made of stainless steel, and a water pump 24 is arranged in the control chamber 20 of the waste water collection. 28 well walls and soil layers reach the surface.
该系统的工作步骤为初期雨水进入雨水管道舱3，经过截污斜网4过滤后，进入储存净化箱10，雨水经过截污斜网4过滤后的淤泥通过可沉淀格栅6上的底部沉淀口7进入沉淀清淤槽26，淤泥通过高扬程清污泵8、淤泥输出管道9排出，经过初步过滤后的雨水进入储存净化箱10后，再经过活性炭芯过滤层12、除油层13、无纺土工布层14过滤后进入弃流集水控制腔20，若降雨量稍小，当弃流集水控制腔20中雨水没有达到漂浮球16的高度时，滑动活塞18套在活塞滑道17的底部且刚好套住弃流集水控制腔控制孔19，在弃流集水控制腔20中实现雨水的快速收集并储存；若降雨量再大，弃流集水控制腔20内液面不断上升，当弃流集水控制腔20中雨水不断上升至漂浮球16高度时，弃流集水控制腔20中雨水上升使漂浮球16向上移动，漂浮球16通过连接杆15带动滑动活塞18向上滑动，滑动活塞18离开弃流集水控制腔控制孔19，此时，弃流集水控制腔20中多余的雨水可通过弃流集水控制腔控制孔19进入弃流落水管21，再通过排水管道22进入雨水管道23排出，雨量逐渐减小停止时，弃流集水控制腔20中的雨水逐渐降低使漂浮球16向下移动，漂浮球16通过连接杆15带动滑动活塞18向下滑动直至滑动活塞18套住弃流集水控制腔控制孔19，将雨水收集并储存在弃流集水控制腔20中，使用时通过水泵24、抽水管25排出，且可通过雨水井盖11清掏储存净化箱10中过滤后的杂质，并对活性炭芯过滤层12、除油层13、无纺土工布层14进行更换。The working procedure of this system is that the initial rainwater enters the rainwater pipeline cabin 3, and after being filtered by the sewage intercepting inclined net 4, enters the storage purification tank 10, and the rainwater is filtered by the sewage intercepting inclined net 4, and the sludge is deposited through the bottom on the sedimentable grid 6 The port 7 enters the sedimentation dredging tank 26, and the sludge is discharged through the high-lift cleaning pump 8 and the sludge output pipeline 9. After the preliminary filtered rainwater enters the storage purification tank 10, it passes through the activated carbon core filter layer 12, the oil removal layer 13, and the After the geotextile layer 14 is filtered, it enters the waste water collection control chamber 20. If the rainfall is slightly small, when the rainwater in the waste water collection control chamber 20 does not reach the height of the floating ball 16, the sliding piston 18 is set on the piston slide 17. and just cover the control hole 19 of the abandonment water collection control chamber, the rapid collection and storage of rainwater is realized in the abandonment flow water collection control chamber 20; Ascending, when the rainwater in the waste water collection control chamber 20 continues to rise to the height of the floating ball 16, the rainwater in the waste water collection control chamber 20 rises to make the floating ball 16 move upward, and the floating ball 16 drives the sliding piston 18 upward through the connecting rod 15 Sliding, the sliding piston 18 leaves the control hole 19 of the waste water collection control chamber. The pipeline 22 enters the rainwater pipeline 23 to discharge, and when the rainfall gradually decreases and stops, the rainwater in the discarded flow collection control chamber 20 gradually decreases to make the floating ball 16 move downward, and the floating ball 16 drives the sliding piston 18 to slide downward through the connecting rod 15 until The sliding piston 18 covers the control hole 19 of the waste water collection control chamber, and collects and stores the rainwater in the waste water collection control chamber 20. When in use, it is discharged through the water pump 24 and the suction pipe 25, and can be cleaned and stored through the rainwater well cover 11. Purify the filtered impurities in the box 10, and replace the activated carbon core filter layer 12, degreasing layer 13, and non-woven geotextile layer 14.
以上所述仅是本发明的优选实施方式，应当指出，对于本技术领域的普通技术人员来说，在不脱离本发明原理的前提下，还可以做出若干改进和润饰，这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, and it should be pointed out that for those of ordinary skill in the art, some improvements and modifications can be made without departing from the principle of the present invention. It should be regarded as the protection scope of the present invention.
Claims (6)
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| CN108939625A (en) * | 2018-09-05 | 2018-12-07 | 上海市绿化管理指导站 | Early period rainwater purification system and method |
| CN109156303A (en) * | 2018-08-16 | 2019-01-08 | 浙江普天园林建筑发展有限公司 | A kind of water-saving garden landscape method of construction |
| CN110924507A (en) * | 2019-12-03 | 2020-03-27 | 武汉市武昌市政建设(集团)有限公司 | Road rainwater collecting and recycling system |
| CN111302546A (en) * | 2020-03-02 | 2020-06-19 | 南昌航空大学 | Rainwater purification device |
| CN111962637A (en) * | 2020-08-10 | 2020-11-20 | 黄剑 | Anti-blocking floor drain |
| CN111962640A (en) * | 2020-08-24 | 2020-11-20 | 吴全焱 | Rapid flood discharge rainwater well for flood control impact |
| CN112709285A (en) * | 2020-12-21 | 2021-04-27 | 苏州城发建筑设计院有限公司 | Rainwater collecting and purifying system for high-rise building |
| CN112832365A (en) * | 2020-12-31 | 2021-05-25 | 重庆交通大学工程设计研究院有限公司 | Rainwater system of ecological transportation hub and construction method thereof |
| CN113152629A (en) * | 2021-04-26 | 2021-07-23 | 扬州大学 | Underground sewage pipeline and underground sewage pipeline turbulence and silt prevention method |
| CN115259548A (en) * | 2022-07-13 | 2022-11-01 | 中国一冶集团有限公司 | A filtration system for job site |
| CN117145022A (en) * | 2023-10-10 | 2023-12-01 | 江苏亚井雨水利用科技有限公司 | a drainage structure |
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| CN109156303B (en) * | 2018-08-16 | 2021-11-16 | 杭州市园林绿化股份有限公司 | Water-saving type garden landscape building method |
| CN109156303A (en) * | 2018-08-16 | 2019-01-08 | 浙江普天园林建筑发展有限公司 | A kind of water-saving garden landscape method of construction |
| CN108939625A (en) * | 2018-09-05 | 2018-12-07 | 上海市绿化管理指导站 | Early period rainwater purification system and method |
| CN110924507A (en) * | 2019-12-03 | 2020-03-27 | 武汉市武昌市政建设(集团)有限公司 | Road rainwater collecting and recycling system |
| CN111302546A (en) * | 2020-03-02 | 2020-06-19 | 南昌航空大学 | Rainwater purification device |
| CN111962637A (en) * | 2020-08-10 | 2020-11-20 | 黄剑 | Anti-blocking floor drain |
| CN111962640A (en) * | 2020-08-24 | 2020-11-20 | 吴全焱 | Rapid flood discharge rainwater well for flood control impact |
| CN111962640B (en) * | 2020-08-24 | 2021-11-19 | 连云港市水利规划设计院有限公司 | Rapid flood discharge rainwater well for flood control impact |
| CN112709285A (en) * | 2020-12-21 | 2021-04-27 | 苏州城发建筑设计院有限公司 | Rainwater collecting and purifying system for high-rise building |
| CN112832365A (en) * | 2020-12-31 | 2021-05-25 | 重庆交通大学工程设计研究院有限公司 | Rainwater system of ecological transportation hub and construction method thereof |
| CN112832365B (en) * | 2020-12-31 | 2022-05-27 | 重庆交通大学工程设计研究院有限公司 | Rainwater system of ecological transportation hub and construction method thereof |
| CN113152629A (en) * | 2021-04-26 | 2021-07-23 | 扬州大学 | Underground sewage pipeline and underground sewage pipeline turbulence and silt prevention method |
| CN115259548A (en) * | 2022-07-13 | 2022-11-01 | 中国一冶集团有限公司 | A filtration system for job site |
| CN117145022A (en) * | 2023-10-10 | 2023-12-01 | 江苏亚井雨水利用科技有限公司 | a drainage structure |
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Application publication date: 20180710 |
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| WW01 | Invention patent application withdrawn after publication |