CN207469399U - The abandoned stream of rainwater-collecting is with cutting dirty governing system - Google Patents
The abandoned stream of rainwater-collecting is with cutting dirty governing system Download PDFInfo
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 71
- 238000005202 decontamination Methods 0.000 claims abstract description 58
- 230000003588 decontaminative effect Effects 0.000 claims abstract description 58
- 238000000746 purification Methods 0.000 claims abstract description 36
- 238000001914 filtration Methods 0.000 claims abstract description 12
- 239000004576 sand Substances 0.000 claims description 20
- 238000012423 maintenance Methods 0.000 claims description 19
- 238000004140 cleaning Methods 0.000 claims description 14
- 150000003839 salts Chemical class 0.000 claims description 14
- 229910001385 heavy metal Inorganic materials 0.000 claims description 13
- 239000003344 environmental pollutant Substances 0.000 claims description 9
- 239000012535 impurity Substances 0.000 claims description 9
- 231100000719 pollutant Toxicity 0.000 claims description 9
- 238000001179 sorption measurement Methods 0.000 claims description 8
- 239000000126 substance Substances 0.000 claims description 8
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 6
- 229910001220 stainless steel Inorganic materials 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 229910021536 Zeolite Inorganic materials 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 5
- 239000010457 zeolite Substances 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 4
- 239000012209 synthetic fiber Substances 0.000 claims description 3
- 229920002994 synthetic fiber Polymers 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 4
- 239000000463 material Substances 0.000 claims 2
- 239000008187 granular material Substances 0.000 claims 1
- 230000008595 infiltration Effects 0.000 claims 1
- 238000001764 infiltration Methods 0.000 claims 1
- 238000005204 segregation Methods 0.000 claims 1
- 230000002459 sustained effect Effects 0.000 claims 1
- 239000002699 waste material Substances 0.000 abstract description 49
- 239000010865 sewage Substances 0.000 abstract description 20
- 238000013461 design Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 150000002500 ions Chemical class 0.000 description 9
- 238000004891 communication Methods 0.000 description 8
- 239000004746 geotextile Substances 0.000 description 7
- 238000007689 inspection Methods 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 230000007423 decrease Effects 0.000 description 4
- 238000005238 degreasing Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000009941 weaving Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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Abstract
本实用新型涉及一种雨水收集的弃流与截污治理系统,属于海绵城市技术控制领域。雨水收集的弃流与截污治理系统设置为矩形,采用对称式设计,从中间至两侧依次包括弃流雨水收集腔、雨水除污腔和雨水过滤腔,在下方设置有雨水弃流腔,雨水除污腔、雨水弃流腔和雨水过滤腔的容积相等,弃流雨水收集腔的容积设置为雨水除污腔、雨水过滤腔、雨水弃流腔容积的1.5~2倍,本实用新型构造简单、体积较小、加工简便,造价较低,能够有效解决目前雨水弃流收集、净化、截污治理等问题,实现了收集、截污、过滤、净化和排放的自动控制,使整个装置处于洁净状态,有利于装置的正常运行使用,对实现水生态修复的目标具有重大意义。
The utility model relates to a waste flow and sewage interception treatment system for rainwater collection, which belongs to the technical control field of sponge city. The waste flow and sewage interception treatment system of rainwater collection is set in a rectangular shape, adopting a symmetrical design, including a waste flow rainwater collection chamber, a rainwater decontamination chamber and a rainwater filtration chamber from the middle to both sides, and a rainwater waste flow chamber is set at the bottom. The volumes of the rainwater decontamination chamber, the rainwater waste flow chamber and the rainwater filter chamber are equal, and the volume of the waste flow rainwater collection chamber is set to be 1.5 to 2 times the volume of the rainwater decontamination chamber, rainwater filter chamber, and rainwater waste flow chamber. The structure of the utility model It is simple, small in size, easy to process, and low in cost. It can effectively solve the current problems of rainwater waste collection, purification, and sewage interception treatment, and realizes automatic control of collection, sewage interception, filtration, purification, and discharge. A clean state is conducive to the normal operation and use of the device, and is of great significance to the goal of water ecological restoration.
Description
技术领域technical field
本实用新型属于海绵城市技术控制领域,特别是涉及一种雨水收集的弃流与截污治理系统。The utility model belongs to the technical control field of the sponge city, in particular to a waste flow and sewage interception treatment system for rainwater collection.
背景技术Background technique
海绵城市,是新一代城市雨洪管理概念,是指城市在适应环境变化和应对雨水带来的自然灾害等方面具有良好的“弹性”,也可称之为“水弹性城市”。国际通用术语为“低影响开发雨水系统构建”。下雨时吸水、蓄水、渗水、滤水、净水,需要时将蓄存的水“释放”并加以利用。Sponge city is a new generation of urban stormwater management concept. It refers to the city's good "elasticity" in adapting to environmental changes and responding to natural disasters caused by rainwater. It can also be called "water elastic city". The international general term is "low-impact development stormwater system construction". When it rains, it absorbs, stores, infiltrates, filters, and purifies water, and "releases" the stored water and uses it when necessary.
随着城市化进程的发展,污染物堆积,使得路面雨水中持有大量的污染物,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带来的水体污染。目前,国内外对于雨水污染处理也有着不同的措施,国外大多是将雨水直接收集起来再利用,国内是将初期雨水直接引入污水处理厂,忽略了污水处理厂除污容量有限,多余污水未经处理直接排入自然水体。因此,有必要对前期雨水进行弃流处理,研制能够弥补这些方面不足的雨水收集的弃流与截污治理系统,将降雨初期雨水分流至污水管道,降雨后期污染程度较轻的雨水经过预处理截留水中的沙粒、碎石等颗粒杂质以及大量污染物,多次过滤、净化,就可以达到回收利用的标准,并用净化、过滤后的雨水涵养草坪,提高水资源的利用率。With the development of urbanization, the accumulation of pollutants makes the pavement rainwater hold a large amount of pollutants. Some road runoff studies have shown that the pollution load in the initial 30% rainwater runoff accounts for 70% of the entire rainfall pollution. Therefore , The interception and treatment of initial rainwater can effectively control the water pollution caused by runoff. At present, there are different measures for rainwater pollution treatment at home and abroad. Most of the foreign countries directly collect rainwater for reuse. Domestically, the initial rainwater is directly introduced into the sewage treatment plant, ignoring the limited decontamination capacity of the sewage treatment plant. Disposal Discharge directly into natural water bodies. Therefore, it is necessary to dispose of the rainwater in the early stage, and develop a rainwater collection and interception treatment system that can make up for these deficiencies, divert the rainwater at the beginning of the rainfall to the sewage pipes, and pre-treat the rainwater with a lesser degree of pollution in the later stage of the rainfall. Intercept sand, gravel and other particulate impurities and a large number of pollutants in the water, and filter and purify them many times to meet the recycling standard, and use the purified and filtered rainwater to maintain the lawn and improve the utilization rate of water resources.
现有技术中的一些弃流装置有很多缺点,如设计的容积过大或设计的容积过小,一些装置采取手动操作控制,有时容易失效,有的构造设计比较复杂,有的成本过高,而且初期雨水停留时间过长,沙粒、碎石等颗粒杂质以及大量污染物易沉淀,极易造成装置堵塞,不利于装置的正常使用。Some flow discarding devices in the prior art have many disadvantages, such as the designed volume is too large or the designed volume is too small, some devices are manually operated and controlled, and sometimes they are prone to failure, some are more complicated in structure design, and some are too expensive. Moreover, the residence time of the initial rainwater is too long, and particulate impurities such as sand and gravel and a large amount of pollutants are easy to precipitate, which can easily cause blockage of the device, which is not conducive to the normal use of the device.
实用新型内容Utility model content
为了解决上述存在的技术问题,本实用新型提供一种雨水收集的弃流与截污治理系统,能够有效解决目前雨水弃流收集、净化、截污治理等问题,实现了收集、截污、过滤、净化和排放的自动控制。In order to solve the above-mentioned technical problems, the utility model provides a rainwater collection waste flow and sewage interception treatment system, which can effectively solve the current problems of rainwater waste flow collection, purification, and sewage interception treatment, and realizes collection, sewage interception, and filtration. , automatic control of purification and discharge.
为了实现上述目的,本实用新型采用的技术方案为:In order to achieve the above object, the technical solution adopted by the utility model is:
一种雨水收集的弃流与截污治理系统,包括弃流雨水收集腔(1)、雨水除污腔(2)、雨水过滤腔(3)、雨水弃流腔(4)、雨水篦子(5)、雨水出水口(6)、弃流腔出水口(7)、雨水联通孔(8)、雨水弃流腔净化控制孔(9)、雨水弃流腔控制孔(10)、活塞滑道(11)、连接杆(12)、底板(13)、滑动活塞(14)、出水侧板(15)、漂浮球(16)、雨水除污腔检修盖(17)、除污篮(18)、砂石过滤层(19)、雨水过滤腔检修盖(20)、过滤装置(21)、水质净化层(22)、无纺土工布层(23)、除油层(24)和水盐、重金属离子吸附层(25),其特征在于:雨水收集的弃流与截污治理系统设置为矩形,采用对称式设计,从中间至两侧依次包括弃流雨水收集腔(1)、雨水除污腔(2)和雨水过滤腔(3),在下方设置有雨水弃流腔(4);弃流雨水收集腔(1)中设置有雨水篦子(5),弃流雨水收集腔(1)的侧壁高度的6/7~5/6的位置设置有雨水联通孔(8)、弃流雨水收集腔(1)的侧壁高度的3/5~2/3的位置设置有雨水弃流腔净化控制孔(9),弃流雨水收集腔(1)的侧壁的中下部设置有雨水弃流腔控制孔(10),弃流雨水收集腔(1)的侧壁的下部设置有活塞滑道(11),弃流雨水收集腔(1)中的漂浮球(16)采用连接杆(12)和活塞滑道(11)上的滑动活塞(14)连接,连接杆(12)的上部连接有漂浮球(16),下部连接有滑动活塞(14),滑动活塞(14)套在活塞滑道(11)的底部;雨水除污腔(2)中设置有除污篮(18),上方有雨水除污腔检修盖(17);雨水过滤腔(3)中设置有过滤装置(21),过滤装置(21)中设置有水质净化层(22)、无纺土工布层(23)、除油层(24)、水盐、重金属离子吸附层(25),上方设置有雨水过滤腔检修盖(20);雨水除污腔(2)和雨水过滤腔(3)联通处设置有砂石过滤层(19),雨水收集的弃流与截污治理系统的下面设置有底板(13),雨水收集的弃流与截污治理系统的两侧设置有出水侧板(15),出水侧板(15)的中部设置有雨水出水口(6),下部设置有弃流腔出水口(7),雨水除污腔(2)、雨水弃流腔(4)和雨水过滤腔(3)的容积相等,弃流雨水收集腔(1)的容积设置为雨水除污腔(2)、雨水过滤腔(3)、雨水弃流腔(4)容积的1.5~2倍。A waste flow and sewage interception treatment system for rainwater collection, comprising a waste flow rainwater collection chamber (1), a rainwater decontamination chamber (2), a rainwater filter chamber (3), a rainwater waste flow chamber (4), and a rainwater grate (5 ), rainwater outlet (6), waste flow chamber outlet (7), rainwater communication hole (8), rainwater waste flow chamber purification control hole (9), rainwater waste flow chamber control hole (10), piston slide ( 11), connecting rod (12), bottom plate (13), sliding piston (14), water outlet side plate (15), floating ball (16), rainwater decontamination chamber inspection cover (17), decontamination basket (18), Sand filter layer (19), rainwater filter chamber maintenance cover (20), filter device (21), water purification layer (22), non-woven geotextile layer (23), oil removal layer (24) and water salt, heavy metal ions The adsorption layer (25) is characterized in that: the waste flow and sewage interception treatment system for rainwater collection is arranged in a rectangular shape, adopts a symmetrical design, and includes a waste flow rainwater collection chamber (1) and a rainwater decontamination chamber ( 2) and the rainwater filter chamber (3), a rainwater discarding chamber (4) is arranged below; a rainwater grate (5) is arranged in the discarding rainwater collection chamber (1), and the side wall of the discarding rainwater collection chamber (1) The position of 6/7~5/6 of the height is provided with a rainwater communication hole (8), and the position of 3/5~2/3 of the height of the side wall of the waste flow rainwater collection chamber (1) is provided with a purification control of the rainwater waste flow chamber hole (9), the middle and lower part of the side wall of the abandoned flow rainwater collection chamber (1) is provided with a rainwater abandoned flow chamber control hole (10), and the bottom part of the side wall of the abandoned flow rainwater collection chamber (1) is provided with a piston slideway ( 11), the floating ball (16) in the waste flow rainwater collection chamber (1) is connected with the sliding piston (14) on the connecting rod (12) and the piston slideway (11), and the upper part of the connecting rod (12) is connected with a floating The ball (16), the lower part is connected with a sliding piston (14), and the sliding piston (14) is sleeved on the bottom of the piston slideway (11); the rainwater decontamination chamber (2) is provided with a decontamination basket (18), and there is a rainwater decontamination basket (18) above Decontamination chamber maintenance cover (17); rainwater filter chamber (3) is provided with filter device (21), and filter device (21) is provided with water quality purification layer (22), non-woven geotextile layer (23), oil removal layer (24), water salt, heavy metal ion adsorption layer (25), the top is provided with rainwater filter chamber maintenance cover (20); rainwater decontamination chamber (2) and rainwater filter chamber (3) Unicom is provided with sandstone filter layer ( 19), the bottom of the rainwater collection waste flow and sewage interception treatment system is provided with a bottom plate (13), and the two sides of the rainwater collection waste flow and sewage interception treatment system are provided with water outlet side panels (15), and the water outlet side panels (15) The middle part is provided with a rainwater outlet (6), and the lower part is provided with a waste chamber outlet (7). The volumes of the rainwater decontamination chamber (2), rainwater disposal chamber (4) and rainwater filter chamber (3) are equal, The volume of the rainwater collecting chamber (1) is set to be 1.5 to 2 times the volume of the rainwater decontamination chamber (2), the rainwater filtering chamber (3) and the rainwater discarding chamber (4).
进一步地,所述的雨水篦子(5)优先采用不锈钢材料制作而成,雨水除污腔检修盖(17)、除污篮(18)、雨水过滤腔检修盖(20)和过滤装置(21)优先采用不锈钢材料制作而成,除污篮(18)和过滤装置(21)定期更换,以方便维护清理。Further, the rainwater grate (5) is preferably made of stainless steel, the rainwater decontamination chamber inspection cover (17), the decontamination basket (18), the rainwater filtration chamber inspection cover (20) and the filter device (21) It is preferably made of stainless steel, and the decontamination basket (18) and filter device (21) are replaced regularly to facilitate maintenance and cleaning.
进一步地,所述滑动活塞(14)、漂浮球(16),在初始状态时在活塞滑道(11)的底部,漂浮球(16)的顶部接近雨水弃流腔净化控制孔(9);当雨水收集阶段,滑动活塞(14)滑到活塞滑道(11)的上部塞住雨水弃流腔控制孔(10),此时,漂浮球(16)的底部在雨水弃流腔净化控制孔(9)之上。Further, the sliding piston (14) and the floating ball (16) are at the bottom of the piston slideway (11) in the initial state, and the top of the floating ball (16) is close to the purification control hole (9) of the rainwater discarding chamber; When the rainwater is collected, the sliding piston (14) slides to the top of the piston slideway (11) to block the control hole (10) of the rainwater abandonment flow chamber. (9) above.
进一步地,所述连接杆(12)设置为人字型。Further, the connecting rod (12) is arranged in a herringbone shape.
进一步地,所述除污篮(18)的底面设置有多个透水孔,优先采用等间距设置,有助于雨水流进除污篮(18)后过滤去淤泥与较大的沙粒、碎石等颗粒杂质,以对携带大量污染物的雨水达到初次净化的效果,并且除污篮(18)定期更换,维护清理方便,透水孔的孔径约为 10mm ~ 20mm,透水孔在除污篮(18)的底面优先均匀分布。Further, the bottom surface of the decontamination basket (18) is provided with a plurality of permeable holes, which are arranged at equal intervals preferably, which helps rainwater to flow into the decontamination basket (18) and then filter out silt and larger sand particles and broken pieces. Particle impurities such as rocks, so as to achieve the primary purification effect on the rainwater carrying a large amount of pollutants, and the decontamination basket (18) is replaced regularly, which is convenient for maintenance and cleaning. 18) the bottom surface is preferentially evenly distributed.
进一步地,所述砂石过滤层(19)采用砂石铺设而成,铺装厚度为25 ~ 30cm,用于滤去雨水中较小的沙粒、石子等颗粒状物质,因砂石过滤层(19)具有一定的孔隙率,所以通过这种具有一定孔隙率的砂石过滤层(19)可截留雨水中较小的悬浮固体物及其它杂质,以对携带大量污染物的雨水达到再次净化的效果。Further, the sand and gravel filter layer (19) is paved with sand and gravel, and the thickness of the pavement is 25-30cm, which is used to filter out small sand, stones and other granular substances in the rainwater, because the sand and gravel filter layer (19) has a certain porosity, so the small suspended solids and other impurities in the rainwater can be intercepted through this sandstone filter layer (19) with a certain porosity, so as to purify the rainwater carrying a large amount of pollutants again Effect.
进一步地,所述水质净化层(22)优先采用沸石填充而成,沸石粒径优先采用20 ~30mm,铺装厚度为15 ~ 20cm,水质净化层(22)定期更换,维护清理方便;无纺土工布层(23) 优先采用合成纤维通过针刺或编织制作而成,铺装厚度为15 ~ 20cm,用于将积水中较细小的杂质垃圾进行过滤,无纺土工布层(23)定期更换,维护清理方便;除油层(24) 铺装厚度为15 ~ 20cm,将乳化于水中的油性物质聚集析出,除油层(24)定期更换,维护清理方便;水盐、重金属离子吸附层(25) 铺装厚度为15 ~ 20cm,能有效地吸附渗水中留有的水盐成分、重金属离子物质,水盐、重金属离子吸附层(25)定期更换,维护清理方便。Further, the water purification layer (22) is preferably filled with zeolite, the particle size of the zeolite is preferably 20-30mm, and the pavement thickness is 15-20cm. The water purification layer (22) is replaced regularly, and it is easy to maintain and clean; The geotextile layer (23) is preferably made of synthetic fibers through needle-punching or weaving, and the pavement thickness is 15-20cm, which is used to filter the relatively small impurities in the stagnant water. Replacement, maintenance and cleaning are convenient; the degreasing layer (24) is paved with a thickness of 15 to 20 cm, and the oily substances emulsified in water are gathered and precipitated, and the degreasing layer (24) is replaced regularly, which is convenient for maintenance and cleaning; the water salt and heavy metal ion adsorption layer (25 ) Pavement thickness is 15-20cm, which can effectively absorb the water and salt components and heavy metal ion substances left in the seepage water.
进一步地,所述雨水出水口(6)横截面积设置为雨水联通孔(8)的横截面积的1~1.5倍。Further, the cross-sectional area of the rainwater outlet (6) is set to be 1 to 1.5 times the cross-sectional area of the rainwater communication hole (8).
进一步地,所述弃流腔出水口(7)横截面积设置为雨水弃流腔控制孔(10)的横截面积的1~1.5倍;弃流腔出水口(7)的横截面积设置为雨水弃流腔净化控制孔(9)的横截面积的15~20倍。Further, the cross-sectional area of the water outlet (7) of the waste chamber is set to be 1 to 1.5 times the cross-sectional area of the control hole (10) of the rainwater waste chamber; the cross-sectional area of the water outlet (7) of the waste chamber is set to It is 15-20 times of the cross-sectional area of the purification control hole (9) of the rainwater abandonment chamber.
进一步地,所述的雨水除污腔(2)和雨水过滤腔(3)的底面处于同一高度。Further, the bottom surfaces of the rainwater decontamination chamber (2) and the rainwater filtration chamber (3) are at the same height.
当降雨量稍小时,初期雨水通过雨水篦子(5)进入弃流雨水收集腔(1),初期雨水通过雨水弃流腔控制孔(10)进入雨水弃流腔(4),并通过弃流腔出水口(7)排出;When the rainfall is slightly small, the initial rainwater enters the waste flow rainwater collection chamber (1) through the rainwater grate (5), the initial rainwater enters the rainwater waste flow chamber (4) through the rainwater waste flow chamber control hole (10), and passes through the waste flow chamber The water outlet (7) discharges;
当降雨量逐渐增大,雨水在弃流雨水收集腔(1)、雨水弃流腔(4)内不断升高,漂浮球(16)不断升起,连接杆(12)带动滑动活塞(14)至活塞滑道(11)的上部塞住雨水弃流腔控制孔(10),雨水由雨水联通孔(8)、雨水弃流腔净化控制孔(9)不断进入雨水除污腔(2)内,经过除污篮(18)过滤,通过砂石过滤层(19)进入雨水过滤腔(3),经过过滤装置(21)再次过滤并通过雨水出水口(6)排出;When the rainfall gradually increases, the rainwater will continue to rise in the discarded rainwater collection chamber (1) and the rainwater discarded chamber (4), the floating ball (16) will continue to rise, and the connecting rod (12) will drive the sliding piston (14) The upper part of the piston slideway (11) plugs the control hole (10) of the rainwater disposal chamber, and the rainwater continuously enters the rainwater decontamination chamber (2) through the rainwater communication hole (8) and the rainwater disposal chamber purification control hole (9) , is filtered through the decontamination basket (18), enters the rainwater filter cavity (3) through the sand filter layer (19), is filtered again through the filter device (21) and is discharged through the rainwater outlet (6);
当雨量逐渐减小并停止,弃流雨水收集腔(1)内的雨水逐渐降低,雨水由雨水弃流腔净化控制孔(9)不断流出,当雨水降低至漂浮球(16)最高的位置,漂浮球(16)慢慢下降,滑动活塞(14)在活塞滑道(11)上逐渐降低并将雨水弃流腔控制孔(10)慢慢打开,较为洁净的雨水冲洗雨水弃流腔(4),并通过弃流腔出水口(7)排出。When the rainfall gradually decreases and stops, the rainwater in the abandoned flow rainwater collection chamber (1) gradually decreases, and the rainwater continuously flows out from the rainwater abandoned flow chamber purification control hole (9). When the rainwater drops to the highest position of the floating ball (16), The floating ball (16) descends slowly, and the sliding piston (14) gradually lowers on the piston slideway (11) and slowly opens the control hole (10) of the rainwater abandonment cavity, and the relatively clean rainwater flushes the rainwater abandonment cavity (4 ), and discharged through the outlet (7) of the jettison cavity.
本实用新型的有益效果:The beneficial effects of the utility model:
本实用新型的优点是构造简单、体积较小、加工简便,造价较低,能够有效解决目前雨水弃流收集、净化、截污治理等问题,实现了收集、截污、过滤、净化和排放的自动控制,使整个装置处于洁净状态,有利于装置的正常运行使用,对实现水生态修复的目标具有重大意义。The utility model has the advantages of simple structure, small volume, easy processing, and low cost, and can effectively solve the current problems of rainwater waste stream collection, purification, and interception treatment, and realizes collection, interception, filtration, purification, and discharge. Automatic control keeps the whole device in a clean state, which is conducive to the normal operation and use of the device, and is of great significance to the goal of water ecological restoration.
附图说明Description of drawings
下面结合附图对本实用新型中的雨水收集的弃流与截污治理系统作进一步说明:Below in conjunction with the accompanying drawings, the rainwater collection in the utility model is further described with respect to the abandonment flow and the sewage interception control system:
图1为本实用新型雨水收集的弃流与截污治理系统示意图。Fig. 1 is a schematic diagram of the waste flow and sewage interception treatment system of the utility model rainwater collection.
图2为过滤装置示意图。Figure 2 is a schematic diagram of the filtration device.
图中:1为弃流雨水收集腔;2为雨水除污腔;3为雨水过滤腔;4为雨水弃流腔;5为雨水篦子;6为雨水出水口;7为弃流腔出水口;8为雨水联通孔;9为雨水弃流腔净化控制孔;10为雨水弃流腔控制孔;11为活塞滑道;12为连接杆;13为底板;14为滑动活塞;15为出水侧板;16为漂浮球;17为雨水除污腔检修盖;18为除污篮;19为砂石过滤层;20为雨水过滤腔检修盖;21为过滤装置;22为水质净化层;23为无纺土工布层;24为除油层;25为水盐、重金属离子吸附层。In the figure: 1 is the waste flow rainwater collection chamber; 2 is the rainwater decontamination chamber; 3 is the rainwater filter chamber; 4 is the rainwater waste flow chamber; 5 is the rainwater grate; 6 is the rainwater outlet; 7 is the waste flow chamber outlet; 8 is the rainwater communication hole; 9 is the purification control hole of the rainwater abandonment cavity; 10 is the control hole of the rainwater abandonment cavity; 11 is the piston slide; 12 is the connecting rod; 13 is the bottom plate; 14 is the sliding piston; 15 is the water outlet side plate 16 is a floating ball; 17 is a rainwater decontamination cavity maintenance cover; 18 is a decontamination basket; 19 is a sand filter layer; 20 is a rainwater filter cavity maintenance cover; 21 is a filter device; 22 is a water purification layer; Spun geotextile layer; 24 is an oil removal layer; 25 is an adsorption layer for water, salt and heavy metal ions.
具体实施方式Detailed ways
为了进一步说明本实用新型,下面结合附图及实施例对本实用新型进行详细地描述,但不能将它们理解为对本实用新型保护范围的限定。In order to further illustrate the utility model, the utility model will be described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be understood as limiting the protection scope of the utility model.
实施例:如图1-图2所示,雨水收集的弃流与截污治理系统设置为矩形,采用对称式设计,从中间至两侧依次包括弃流雨水收集腔(1)、雨水除污腔(2)和雨水过滤腔(3),雨水除污腔(2)和雨水过滤腔(3)的底面处于同一高度,在其下方设置有雨水弃流腔(4),雨水除污腔(2)中设置有除污篮(18),雨水过滤腔(3)中设置有过滤装置(21),雨水除污腔(2)和雨水过滤腔(3)联通处设置有砂石过滤层(19),雨水收集的弃流与截污治理系统的下面设置有底板(13),雨水收集的弃流与截污治理系统的两侧设置有出水侧板(15),雨水除污腔(2)、雨水弃流腔(4)和雨水过滤腔(3)的容积相等,弃流雨水收集腔(1)的容积设置为雨水除污腔(2)、雨水过滤腔(3)、雨水弃流腔(4)容积的1.5~2倍;出水侧板(15)的中部设置有雨水出水口(6),下部设置有弃流腔出水口(7);雨水篦子(5)优先采用不锈钢材料制作而成,其有较强的牢固性和结实性,雨水除污腔检修盖(17)、除污篮(18)、雨水过滤腔检修盖(20)和过滤装置(21)优先采用不锈钢材料制作而成,并且除污篮(18)和过滤装置(21)可定期更换,维护清理方便;弃流雨水收集腔(1)的侧壁高度的6/7~5/6的位置设置有雨水联通孔(8)、弃流雨水收集腔(1)的侧壁高度的3/5~2/3的位置设置有雨水弃流腔净化控制孔(9),弃流雨水收集腔(1)的侧壁的中下部设置有雨水弃流腔控制孔(10);弃流雨水收集腔(1)的侧壁的下部设置有活塞滑道(11),弃流雨水收集腔(1)中的漂浮球(16)采用连接杆(12)和活塞滑道(11)上的滑动活塞(14)连接,连接杆(12)的上部连接有漂浮球(16),下部连接有滑动活塞(14),滑动活塞(14)套在活塞滑道(11)的底部;初始状态时,滑动活塞(14)套在活塞滑道(11)的底部,漂浮球(16)的顶部接近雨水弃流腔净化控制孔(9),当雨水收集阶段,滑动活塞(14)滑到活塞滑道(11)的上部塞住雨水弃流腔控制孔(10),此时,漂浮球(16)的底部为雨水弃流腔净化控制孔(9)之上;连接杆(12)设置为人字型;除污篮(18)的底面设置有多个透水孔,优先采用等间距设置,有助于雨水流进除污篮(18)后过滤去淤泥与较大的沙粒、碎石等颗粒杂质,以对携带大量污染物的雨水达到初次净化的效果,并且除污篮(18)可定期更换,维护清理方便,透水孔的孔径约为 10mm ~ 20mm,透水孔在除污篮(18)的底面优先均匀分布;砂石过滤层(19)采用砂石铺设而成,铺装厚度为25 ~ 30cm,用于滤去雨水中较小的沙粒、石子等颗粒状物质,因砂石过滤层(19)具有一定的孔隙率,所以通过这种具有一定孔隙率的砂石过滤层(19)可截留雨水中较小的悬浮固体物及其它杂质,以对携带大量污染物的雨水达到再次净化的效果。Embodiment: As shown in Figure 1-Figure 2, the waste flow and sewage interception treatment system for rainwater collection is arranged in a rectangular shape, adopts a symmetrical design, and includes the waste flow rainwater collection chamber (1), rainwater decontamination Cavity (2) and rainwater filter cavity (3), the bottom surface of rainwater decontamination cavity (2) and rainwater filter cavity (3) are at the same height, is provided with rainwater discard flow cavity (4) below it, rainwater decontamination cavity ( 2) is provided with a decontamination basket (18), a filter device (21) is provided in the rainwater filter chamber (3), and a sandstone filter layer ( 19), there is a bottom plate (13) under the waste flow and sewage interception treatment system for rainwater collection, and water outlet side plates (15) are arranged on both sides of the waste flow and sewage interception treatment system for rainwater collection, and the rainwater decontamination chamber (2 ), the volume of the rainwater discarding chamber (4) and the rainwater filter chamber (3) are equal, and the volume of the discarded rainwater collection chamber (1) is set as the rainwater decontamination chamber (2), the rainwater filter chamber (3), and the rainwater discarding chamber The cavity (4) is 1.5 to 2 times the volume; the middle part of the water outlet side plate (15) is provided with a rainwater outlet (6), and the lower part is provided with a waste chamber outlet (7); the rainwater grate (5) is preferably made of stainless steel It has strong firmness and firmness. The rainwater decontamination chamber inspection cover (17), the decontamination basket (18), the rainwater filtration chamber inspection cover (20) and the filter device (21) are preferably made of stainless steel. and the decontamination basket (18) and filter device (21) can be replaced regularly, which is convenient for maintenance and cleaning; the position of the side wall height of 6/7~5/6 of the waste flow rainwater collection chamber (1) is provided with rainwater communication The holes (8) and 3/5-2/3 of the height of the side wall of the waste flow rainwater collection chamber (1) are provided with rainwater waste flow chamber purification control holes (9), and the side walls of the waste flow rainwater collection chamber (1) The middle and lower part of the wall is provided with a control hole (10) for the rainwater abandonment cavity; (16) Connect the sliding piston (14) on the connecting rod (12) with the piston slideway (11). The upper part of the connecting rod (12) is connected with the floating ball (16), and the lower part is connected with the sliding piston (14). The piston (14) is set on the bottom of the piston slideway (11); in the initial state, the sliding piston (14) is set on the bottom of the piston slideway (11), and the top of the floating ball (16) is close to the purification control hole of the rainwater disposal chamber (9), when the rainwater is collected, the sliding piston (14) slides to the upper part of the piston slideway (11) to block the control hole (10) of the rainwater abandonment cavity, and at this moment, the bottom of the floating ball (16) is the rainwater abandonment flow above the chamber purification control hole (9); the connecting rod (12) is set in a herringbone shape; the bottom surface of the decontamination basket (18) is provided with a plurality of water permeable holes, which are preferably set at equal intervals to help rainwater flow into the decontamination basket (18) After filtering to remove silt and larger sand, gravel and other particulate impurities, to achieve the primary purification effect on the rainwater carrying a large amount of pollutants, and the decontamination basket (18) can be replaced regularly, easy to maintain and clean, and permeable hole of hole The diameter is about 10mm ~ 20mm, and the permeable holes are preferentially and evenly distributed on the bottom surface of the decontamination basket (18); the sand filter layer (19) is paved with sand and stone, and the pavement thickness is 25 ~ 30cm, which is used to filter out rainwater Smaller granular substances such as sand and stones, because the sand filter layer (19) has a certain porosity, so the smaller suspended particles in the rainwater can be intercepted by this sand filter layer (19) with a certain porosity. Solids and other impurities, in order to purify the rainwater carrying a large amount of pollutants again.
如图1所示,雨水出水口(6)的横截面积设置为雨水联通孔(8)的横截面积的1~1.5倍,弃流腔出水口(7)的横截面积设置为雨水弃流腔控制孔(10)的横截面积的1~1.5倍,弃流腔出水口(7)的横截面积设置为雨水弃流腔净化控制孔(9)的横截面积的15~20倍;当降雨量稍小时,初期雨水通过雨水篦子(5)进入弃流雨水收集腔(1),初期雨水通过雨水弃流腔控制孔(10)进入雨水弃流腔(4),并通过弃流腔出水口(7)排出;当降雨量逐渐增大,雨水在弃流雨水收集腔(1)、雨水弃流腔(4)内不断升高,漂浮球(16)不断升起,连接杆(12)带动滑动活塞(14)至活塞滑道(11)的上部塞住雨水弃流腔控制孔(10),雨水由雨水联通孔(8)、雨水弃流腔净化控制孔(9)不断进入雨水除污腔(2)内,经过除污篮(18)过滤,通过砂石过滤层(19)进入雨水过滤腔(3),经过过滤装置(21)再次过滤并通过雨水出水口(6)排出;当雨量逐渐减小并停止,弃流雨水收集腔(1)内的雨水逐渐降低,雨水由雨水弃流腔净化控制孔(9)不断流出,当雨水降低至漂浮球(16)最高的位置,漂浮球(16)慢慢下降,滑动活塞(14)在活塞滑道(11)上逐渐降低并将雨水弃流腔控制孔(10)慢慢打开,较为洁净的雨水冲洗雨水弃流腔(4),并通过弃流腔出水口(7)排出。As shown in Figure 1, the cross-sectional area of the rainwater outlet (6) is set to 1 to 1.5 times the cross-sectional area of the rainwater communication hole (8), and the cross-sectional area of the outlet (7) of the waste flow chamber is set The cross-sectional area of the flow chamber control hole (10) is 1 to 1.5 times, and the cross-sectional area of the outlet of the waste flow chamber (7) is set to 15 to 20 times the cross-sectional area of the rainwater waste flow chamber purification control hole (9) ; When the rainfall is slightly small, the initial rainwater enters the abandoned flow rainwater collection chamber (1) through the rainwater grate (5), and the initial rainwater enters the rainwater abandoned flow chamber (4) through the rainwater abandoned flow chamber control hole (10), and passes through the abandoned flow Cavity outlet (7) is discharged; when rainfall increases gradually, rainwater rises constantly in the discarded flow rainwater collection chamber (1), rainwater discarded flow chamber (4), and the floating ball (16) rises continuously, and the connecting rod ( 12) Drive the sliding piston (14) to the upper part of the piston slideway (11) to block the control hole (10) of the rainwater disposal chamber, and the rainwater will continuously enter through the rainwater communication hole (8) and the purification control hole (9) of the rainwater disposal chamber In the rainwater decontamination chamber (2), it is filtered through the decontamination basket (18), enters the rainwater filtration chamber (3) through the sand filter layer (19), is filtered again by the filter device (21) and passes through the rainwater outlet (6) Discharge; when the rainfall gradually decreases and stops, the rainwater in the abandoned flow rainwater collection chamber (1) gradually decreases, and the rainwater continuously flows out from the rainwater abandoned flow chamber purification control hole (9). When the rainwater drops to the highest level of the floating ball (16), Position, the floating ball (16) slowly descends, the sliding piston (14) gradually lowers on the piston slide (11) and slowly opens the control hole (10) of the rainwater disposal chamber, and the relatively clean rainwater flushes the rainwater disposal chamber (4), and discharge through the outlet of the flow chamber (7).
如图2所示,过滤装置(21)中设置有水质净化层(22),水质净化层(22)优先采用沸石填充而成,沸石粒径优先采用20 ~ 30mm,铺装厚度为15 ~ 20cm,并且水质净化层(22)可定期更换,维护清理方便;过滤装置(21)中设置有无纺土工布层(23),无纺土工布层(23)可以将积水中较细小的杂质垃圾进行过滤,优先采用合成纤维通过针刺或编织制作而成,铺装厚度为15 ~ 20cm,并且无纺土工布层(23)可定期更换,维护清理方便;过滤装置(21)中设置有除油层(24),除油层(24)能使乳化于水中的油性物质聚集析出,铺装厚度为15 ~20cm,并且除油层(24)可定期更换,维护清理方便;过滤装置(21)中设置有水盐、重金属离子吸附层(25),水盐、重金属离子吸附层(25)可有效地吸附渗水中留有的水盐成分、重金属离子等物质,铺装厚度为15 ~ 20cm,并且水盐、重金属离子吸附层(25)可定期更换,维护清理方便。As shown in Figure 2, the filter device (21) is provided with a water purification layer (22), the water purification layer (22) is preferably filled with zeolite, the zeolite particle size is preferably 20-30mm, and the pavement thickness is 15-20cm , and the water purification layer (22) can be replaced regularly, which is convenient for maintenance and cleaning; the filter device (21) is provided with a non-woven geotextile layer (23), and the non-woven geotextile layer (23) can remove the smaller impurities in the accumulated water Garbage is filtered, and synthetic fibers are preferred to be made by needling or weaving. The pavement thickness is 15-20cm, and the non-woven geotextile layer (23) can be replaced regularly, which is convenient for maintenance and cleaning; the filter device (21) is provided with Oil removal layer (24), the oil removal layer (24) can make the oily substances emulsified in water gather and separate out, the pavement thickness is 15~20cm, and the oil removal layer (24) can be replaced regularly, easy to maintain and clean; filter device (21) An adsorption layer (25) for water salt and heavy metal ions is provided, and the water salt and heavy metal ion adsorption layer (25) can effectively absorb substances such as water salt components and heavy metal ions left in seepage water, and the paving thickness is 15 to 20 cm, and The water, salt and heavy metal ion adsorption layer (25) can be replaced regularly, and the maintenance and cleaning are convenient.
以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made, these improvements and Retouching should also be regarded as the scope of protection of the present utility model.
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Cited By (3)
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CN110847332A (en) * | 2019-11-05 | 2020-02-28 | 交通运输部科学研究院 | Highway bridge floor runoff purifies emergency system |
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 |
CN112064764A (en) * | 2020-09-16 | 2020-12-11 | 宋刚强 | Dual-sealed odor-resistant floor drain |
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2017
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110847332A (en) * | 2019-11-05 | 2020-02-28 | 交通运输部科学研究院 | Highway bridge floor runoff purifies emergency system |
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 |
CN112064764A (en) * | 2020-09-16 | 2020-12-11 | 宋刚强 | Dual-sealed odor-resistant floor drain |
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