CN110180255A - A kind of wastewater recycling system - Google Patents
A kind of wastewater recycling system Download PDFInfo
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- CN110180255A CN110180255A CN201910135222.7A CN201910135222A CN110180255A CN 110180255 A CN110180255 A CN 110180255A CN 201910135222 A CN201910135222 A CN 201910135222A CN 110180255 A CN110180255 A CN 110180255A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/04—Combinations of filters with settling tanks
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
- E03B1/041—Greywater supply systems
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
- E03B1/041—Greywater supply systems
- E03B2001/045—Greywater supply systems using household water
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
- E03B1/041—Greywater supply systems
- E03B2001/047—Greywater supply systems using rainwater
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- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/30—Relating to industrial water supply, e.g. used for cooling
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Abstract
本发明实施例公开了一种废水回收利用系统,包括:沉砂池、第一水管、第一储水仓、净水设备、储水装置和出水管;沉砂池与外部的废水进水管连接,用于对废水进水管排出的废水进行沉砂过滤,第一水管的一端与沉砂池连接,另一端与第一储水仓连接,用于将沉砂过滤后的废水输送至第一储水仓;第一储水仓连接净水设备的进水端,净水设备的出水端连接储水装置,储水装置密封设置于第一储水仓内,出水管的一端连接储水装置,另一端接入用水系统。本发明实施例有效回收利用了建筑物所产生的污水以及建筑物附近降落的雨水,节省了水资源。
The embodiment of the present invention discloses a waste water recycling system, comprising: a grit chamber, a first water pipe, a first water storage bin, water purification equipment, a water storage device, and a water outlet pipe; the grit chamber is connected to an external waste water inlet pipe, For grit-filtering the wastewater discharged from the wastewater inlet pipe, one end of the first water pipe is connected to the grit chamber, and the other end is connected to the first water storage bin, which is used to transport the grit-filtered wastewater to the first water storage bin; the first water storage bin Connect the water inlet end of the water purification equipment, the water outlet end of the water purification equipment is connected to the water storage device, the water storage device is sealed and arranged in the first water storage bin, one end of the water outlet pipe is connected to the water storage device, and the other end is connected to the water system. The embodiment of the present invention effectively recycles the sewage produced by the building and the rainwater falling near the building, saving water resources.
Description
技术领域technical field
本发明实施例涉及废水处理技术领域,更具体地说,涉及一种废水回收利用系统。Embodiments of the present invention relate to the technical field of wastewater treatment, and more specifically, relate to a wastewater recycling system.
背景技术Background technique
我国是一个缺水国家,人均水资源占有量不足世界平均水平的1/4。全国660多座城市中有400多座供水不足,110多座严重缺水;在32个百万人口以上的特大城市中,有30多个长期受缺水困扰;在14个沿海开放城市中,有9个严重缺水。缺水已经成为制约我国城市经济社会发展的一个瓶颈因素。my country is a water-scarce country, with per capita water resources less than 1/4 of the world average. Of the more than 660 cities in the country, more than 400 have insufficient water supply, and more than 110 have severe water shortages; more than 30 of the 32 megacities with a population of more than one million suffer from long-term water shortages; among the 14 open coastal cities, There are 9 severe water shortages. Water shortage has become a bottleneck factor restricting my country's urban economic and social development.
除了缺水外,我国的部分城市还面临着严重的水患,在降雨充沛、台风暴雨频繁的城市中,其不仅面临着缺水的难题,在雨季还面临着洪涝灾害的隐患。In addition to water shortage, some cities in our country are also facing serious floods. In cities with abundant rainfall and frequent typhoons, they not only face the problem of water shortage, but also face the hidden danger of flood disasters during the rainy season.
目前,无论是商业建筑物还是小区居民建筑物都受容积率的限制,因建筑面积紧张,无法将建筑物内所产生的生活污水以及建筑物附近降落的雨水等废水集中回收利用,造成大量的水资源流失的同时也难以缓解雨季洪涝带来的灾害。At present, whether it is a commercial building or a residential building in a residential area, it is limited by the floor area ratio. Due to the tight building area, it is impossible to centrally recycle the domestic sewage generated in the building and the rainwater that falls near the building, resulting in a large amount of The loss of water resources also makes it difficult to alleviate the disasters caused by floods in the rainy season.
发明内容Contents of the invention
本发明实施例提供了一种废水回收利用系统,所述系统建造于基坑的外侧壁和地下结构的外墙之间的空隙,包括:沉砂池、第一水管、第一储水仓、净水设备、储水装置和出水管;An embodiment of the present invention provides a waste water recycling system, which is built in the gap between the outer wall of the foundation pit and the outer wall of the underground structure, including: a grit chamber, a first water pipe, a first water storage tank, a clean water Equipment, water storage devices and outlet pipes;
所述沉砂池与外部的废水进水管连接,用于对所述废水进水管排出的废水进行沉砂过滤,所述第一水管的一端与所述沉砂池连接,另一端与所述第一储水仓连接,用于将沉砂过滤后的废水输送至所述第一储水仓;The grit chamber is connected to an external waste water inlet pipe for grit filtration of the waste water discharged from the waste water inlet pipe. One end of the first water pipe is connected to the grit chamber, and the other end is connected to the second water pipe. A water storage bin is connected to transport the grit-filtered waste water to the first water storage bin;
所述第一储水仓连接所述净水设备的进水端,所述净水设备的出水端连接所述储水装置,所述储水装置密封设置于所述第一储水仓内,所述出水管的一端连接所述储水装置,另一端接入用水系统。The first water storage bin is connected to the water inlet end of the water purification equipment, the water outlet end of the water purification equipment is connected to the water storage device, and the water storage device is sealed and arranged in the first water storage bin, and the water outlet pipe One end is connected to the water storage device, and the other end is connected to the water system.
本发明实施例中通过设置沉砂池以及净水设备,对收集并储存于第一储水仓内的废水进行沉砂以及过滤后,获得可供人们使用的净水并储存于储水装置中,最终经出水管进入到建筑物内供人们使用,有效回收利用了建筑物所产生的污水以及建筑物附近降落的雨水,节省了水资源。In the embodiment of the present invention, by setting a grit chamber and water purification equipment, the waste water collected and stored in the first water storage bin is gritted and filtered, and the purified water available for people is obtained and stored in the water storage device, and finally It enters the building through the outlet pipe for people to use, effectively recycles the sewage generated by the building and the rainwater falling near the building, and saves water resources.
附图说明Description of drawings
下面将结合附图及实施例对本发明实施例作进一步说明,附图中:Embodiments of the present invention will be further described below in conjunction with accompanying drawings and embodiments. In the accompanying drawings:
图1为本发明实施例提供的一种废水回收利用系统的剖面示意图;Fig. 1 is a schematic cross-sectional view of a waste water recycling system provided by an embodiment of the present invention;
图2为本发明实施例提供的一种废水回收利用系统建造于小区内的结构示意图图;Fig. 2 is a schematic diagram of the structure of a waste water recycling system built in a community provided by an embodiment of the present invention;
图3为本发明实施例提供的一种废水回收利用系统的立体结构示意图;Fig. 3 is a three-dimensional structural schematic diagram of a waste water recycling system provided by an embodiment of the present invention;
图4为本发明实施例提供的一种废水回收利用系统的第一储水仓的底部立体结构示意图;Fig. 4 is a schematic diagram of the bottom three-dimensional structure of the first water storage bin of a waste water recycling system provided by an embodiment of the present invention;
图5为本发明实施例提供的一种沉砂井的结构示意图;Fig. 5 is a schematic structural view of a grit chamber provided by an embodiment of the present invention;
图6为本发明实施例提供的一种螺旋推杆清理沉砂的剖面示意图Fig. 6 is a schematic cross-sectional view of a screw push rod for cleaning and sand settling provided by an embodiment of the present invention
图7为本发明实施例提供的一种推板清理沉砂的剖面示意图Fig. 7 is a schematic cross-sectional view of a push plate cleaning and grit settling provided by an embodiment of the present invention
图8为本发明实施例提供的一种控制器驱动升降杆带动排水软管升降的示意图;Fig. 8 is a schematic diagram of a controller driving the lifting rod to drive the drainage hose up and down according to an embodiment of the present invention;
图9为本发明实施例提供的一种浮球带动排水软管升降的示意图。Fig. 9 is a schematic diagram of a floating ball driving a drainage hose to lift up and down according to an embodiment of the present invention.
具体实施方式Detailed ways
为了对本发明的技术特征、目的和效果有更加清楚的理解,现对照附图详细说明本发明的具体实施方式。In order to have a clearer understanding of the technical features, purposes and effects of the present invention, the specific implementation manners of the present invention will now be described in detail with reference to the accompanying drawings.
应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。需要说明的是,当元件被称为“固定于”或“设置于”另一个元件,它可以直接在另一个元件上或者可能同时存在居中元件。当一个元件被称为是“连接于”另一个元件,它可以是直接连接到另一个元件或者可能同时存在居中元件。还需要说明的是,本发明实施例中的左、右、上、下等方位用语,仅是互为相对概念或是以产品的正常使用状态为参考的,而不应该认为是具有限制性的。It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention. It should be noted that when an element is referred to as being “fixed on” or “disposed on” another element, it may be directly on the other element or there may be an intervening element at the same time. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or intervening elements may also be present. It should also be noted that the orientation terms such as left, right, up, and down in the embodiments of the present invention are only relative concepts or refer to the normal use state of the product, and should not be regarded as restrictive .
我国是一个缺水国家,人均水资源占有量不足世界平均水平的1/4。全国660多座城市中有400多座供水不足,110多座严重缺水;在32个百万人口以上的特大城市中,有30多个长期受缺水困扰;在14个沿海开放城市中,有9个严重缺水。这个数字无疑是十分惊人的,中国目前的水利工程面临严峻的挑战,洪涝灾害、水资源短缺、水污染已成为主要的问题。此外,有专家预测,当我国人口增至16亿时,人均水资源将下降到1750立方米,接近国际公认的水资源紧张标准。my country is a water-scarce country, with per capita water resources less than 1/4 of the world average. Of the more than 660 cities in the country, more than 400 have insufficient water supply, and more than 110 have severe water shortages; more than 30 of the 32 megacities with a population of more than one million suffer from long-term water shortages; among the 14 open coastal cities, There are 9 severe water shortages. This number is undoubtedly very alarming. China's current water conservancy projects are facing severe challenges. Flood disasters, water shortages, and water pollution have become major problems. In addition, some experts predict that when my country's population increases to 1.6 billion, per capita water resources will drop to 1,750 cubic meters, which is close to the internationally recognized water resource stress standard.
除了缺水外,我国的部分城市还面临着严重的水患,以某市为例:由于地理条件比较特殊,境内无大江大河大湖大库,蓄滞洪能力差,本地水资源供给严重不足,七成以上的用水需从市外的江河引入,因此成为全国严重缺水城市之一。与此同时,该市又是一个降雨充沛、台风暴雨频繁的城市,多年平均径流深度远高于全国平均数值。据统计,该市年降水日数平均值140多天,暴雨日近10天,年降水量为30多亿立方米,而水库、河流等多年年平均蓄水利用量却只有5亿立方米,大量降水白白流走。因此,该市不仅面临着缺水的难题,在雨季还面临着洪涝灾害的隐患。建立雨水回收利用系统以及修建水库、塘坝等蓄水工程虽然可以取得较为不错的成效,但是由于前期投入大且需要大面积动土开工,占用城市土地空间资源,因此,雨水回收利用系统以及水库、塘坝等蓄水工程往往难以在快速发展的城市中推广建造。In addition to water shortages, some cities in my country are also facing serious floods. Take a certain city as an example: Due to the special geographical conditions, there are no large rivers, large lakes and large reservoirs in the territory, and the ability to store and detain floods is poor. The local water supply is seriously insufficient. The above water needs to be imported from rivers outside the city, so it has become one of the cities with severe water shortages in the country. At the same time, the city is also a city with abundant rainfall and frequent typhoons and storms. The average runoff depth for many years is much higher than the national average. According to statistics, the average number of days of precipitation in the city is more than 140 days, with nearly 10 days of heavy rain, and the annual precipitation is more than 3 billion cubic meters. However, the average annual water storage utilization of reservoirs and rivers is only 500 million cubic meters. The precipitation flows away in vain. Therefore, the city not only faces the problem of water shortage, but also faces the hidden danger of flood disaster during the rainy season. Although the establishment of a rainwater recycling system and the construction of reservoirs, ponds and dams and other water storage projects can achieve relatively good results, due to the large initial investment and the need for large-scale groundbreaking and construction, it takes up urban land space resources. Therefore, the rainwater recycling system and reservoirs, ponds and dams Water storage projects such as water storage are often difficult to promote and build in rapidly developing cities.
经发明人研究发现,在现代建筑物的建造过程中,为便于基础施工(如地下结构、地下室等)以及为地基的建造提供空间,往往需要在开建前开挖基坑。基坑具体为在批地范围内,先建立基坑支护体系,基坑支护体系是为保证地下结构施工及基坑周边环境的安全,而对基坑侧壁及周边环境采用的支挡、加固与保护措施,确保邻近建筑物及市政设施正常使用;然后按设计图纸尺寸及基坑底部标高开挖土坑。由于基坑支护体系的存在,基坑的外侧壁上往往与所建造建筑物的地基或地下室等主体结构之间存在一定的空隙,在建筑物的地下结构工程施工完毕后,需要回填土方至基坑的外侧壁和地下结构的外墙之间的空隙。可以理解的是,随着时代的进步,建筑物开发对地下空间的应用也越来越高,需求越来越大,建设多层地下室、地下商业街等各种地下建筑也越来越常见。当需要建造多层地下室或地下商业街等对地下空间利用较大的建筑物时,需要回填的基坑的外侧壁和地下结构的外墙之间的空隙也相应的较深,若将空隙利用起来,还降低了回填土方的成本。The inventor found that in the construction process of modern buildings, in order to facilitate foundation construction (such as underground structures, basements, etc.) and to provide space for foundation construction, it is often necessary to excavate foundation pits before construction. Specifically, the foundation pit is within the scope of the approved land, and the foundation pit support system is established first. The foundation pit support system is to ensure the safety of the underground structure construction and the surrounding environment of the foundation pit, and the support used for the side wall of the foundation pit and the surrounding environment , reinforcement and protection measures to ensure the normal use of adjacent buildings and municipal facilities; then excavate the pit according to the size of the design drawing and the elevation of the bottom of the foundation pit. Due to the existence of the foundation pit support system, there is often a certain gap between the outer wall of the foundation pit and the main structure such as the foundation or basement of the built building. After the construction of the underground structure of the building is completed, the earthwork needs to be backfilled to The gap between the outer walls of the excavation and the outer walls of the underground structure. It is understandable that with the progress of the times, the application of underground space in building development is getting higher and higher, and the demand is increasing. It is more and more common to build various underground buildings such as multi-storey basements and underground commercial streets. When it is necessary to build multi-storey basements or underground commercial streets and other buildings that utilize a large amount of underground space, the gap between the outer wall of the foundation pit that needs to be backfilled and the outer wall of the underground structure is correspondingly deep. If the gap is utilized It also reduces the cost of backfilling earthwork.
有鉴于此,本发明中提供一种建造于基坑的外侧壁和地下结构的外墙之间的空隙的废水回收利用系统,通过收集雨水(如小区内的雨水、市政道路上的雨水)、生活排放污水(如厨房污水、卫生间污水、空调排水)等废水,将废水经过多级沉砂、微生物处理、消毒杀菌、过滤,并储存于废水回收利用系统的储水空间内,最后用于可供居民使用的生活用水或饮用水,实现废水的回收利用,节省了水资源的同时,有效节省了建设海绵城市的建造成本;同时,由于废水回收利用系统建造于基坑的外侧壁和地下结构的外墙之间的空隙,不占据地面空间,不占用建筑面积,实用且值得推广应用。In view of this, the present invention provides a waste water recycling system built in the gap between the outer wall of the foundation pit and the outer wall of the underground structure, by collecting rainwater (such as rainwater in the community, rainwater on municipal roads), Domestic sewage (such as kitchen sewage, toilet sewage, air-conditioning drainage) and other waste water, the waste water is subjected to multi-stage sand settling, microbial treatment, disinfection and sterilization, and filtered, and is stored in the water storage space of the waste water recycling system. The domestic water or drinking water used by residents realizes the recycling of waste water, which saves water resources and effectively saves the construction cost of building a sponge city; at the same time, because the waste water recycling system is built on the outer wall of the foundation pit and the underground structure The gap between the outer walls does not occupy the ground space, does not occupy the building area, practical and worthy of popularization and application.
如图1和图2所示,图1为本发明实施例提供的一种废水回收利用系统的剖面示意图,图2为本发明实施例提供的一种废水回收利用系统建造于小区内的结构示意图。本发明实施例提供的一种废水回收利用系统,包括:As shown in Figure 1 and Figure 2, Figure 1 is a schematic cross-sectional view of a wastewater recycling system provided by an embodiment of the present invention, and Figure 2 is a schematic structural diagram of a wastewater recycling system provided by an embodiment of the present invention built in a community . A waste water recycling system provided by an embodiment of the present invention includes:
沉砂池1、第一水管2、第一储水仓3、净水设备4、储水装置5和出水管6;所述沉砂池1与外部的废水进水管7连接,用于对所述废水进水管7排出的废水进行沉砂过滤,所述第一水管2的一端与所述沉砂池1连接,另一端与所述第一储水仓3连接,用于将沉砂、沉淀后的废水输送至所述第一储水仓3;所述第一储水仓3连接所述净水设备4的进水端,所述净水设备4的出水端连接所述储水装置5,所述储水装置5密封设置于所述第一储水仓3内,所述出水管6的一端连接所述储水装置5,另一端接入用水系统。由于本发明实施例所提供的一种废水回收利用系统(以下简称本系统)为绕着建筑物的地下结构外墙进行建造的,因此本系统实际上为建造于建筑物的四周,为了便于收集废水,可以在本系统的顶部设置用于收集废水的废水进水管7(即废水进水管7),建筑物中所产生的生活污水、建筑物附近的雨水管道内的雨水,道路上的市政雨水管道内的雨水等均可以引流至废水进水管7中,成为本系统回收利用的废水。在此基础上,在本系统的顶层,可以建造一个或多个并列设置的沉砂池1,在采用建造多个沉砂池1时,多个沉砂池1之间可以形成多级沉砂池1,每级沉砂池1之间可以采用隔墙13分隔开,有利于沉砂池1进行砂石的沉淀,避免在只设置一个沉砂池1时,废水进水管7内落下的废水对沉砂池1内正在进行的静置沉淀作用产生影响。Grit chamber 1, first water pipe 2, first water storage tank 3, water purification equipment 4, water storage device 5 and water outlet pipe 6; the grit chamber 1 is connected with the external waste water inlet pipe 7 for treating the waste water The waste water discharged from the water inlet pipe 7 is subjected to grit settling and filtration, one end of the first water pipe 2 is connected to the grit settling tank 1, and the other end is connected to the first water storage tank 3, for transporting the grit settling and sedimented waste water To the first water storage bin 3; the first water storage bin 3 is connected to the water inlet end of the water purification equipment 4, and the water outlet end of the water purification equipment 4 is connected to the water storage device 5, and the water storage device 5 is sealed Set in the first water storage bin 3, one end of the water outlet pipe 6 is connected to the water storage device 5, and the other end is connected to the water system. Since the waste water recycling system (hereinafter referred to as the system) provided by the embodiment of the present invention is built around the exterior wall of the underground structure of the building, the system is actually built around the building. Waste water, the waste water inlet pipe 7 (being waste water inlet pipe 7) that is used to collect waste water can be set at the top of this system, the domestic sewage that produces in the building, the rainwater in the rainwater pipe near the building, the municipal rainwater pipe on the road All the rainwater etc. can be drained into the waste water inlet pipe 7 to become the waste water recycled by the system. On this basis, on the top floor of the system, one or more grit chambers 1 arranged side by side can be built. When multiple grit chambers 1 are constructed, multi-stage grit chambers can be formed Pool 1, each level of grit chamber 1 can be separated by a partition wall 13, which is conducive to the sedimentation of sand and gravel in the grit chamber 1, and avoids the waste water falling in the inlet pipe 7 when only one grit chamber 1 is set. The waste water has an impact on the ongoing static sedimentation in the grit chamber 1 .
在本系统的顶层设置多级沉砂池1可以对收集得到的废水进行初步的沉砂过滤,以便于将废水携带的颗粒较大的砂石沉淀过滤掉。在多级沉砂池1的下层,可以相应的设置多个横向排列的用于储存废水的第一储水仓3,利用第一水管2可以将沉砂池1内经过沉砂过滤后的废水导流至第一储水仓3中。需要说明的是,为了避免第一水管2直接通入到沉砂池1进行废水导流时容易吸入沉砂池1底部的砂石而将砂石一并导流至第一储水仓3中,可以设置一个排水室14,先将沉砂池1内的废水经沉砂池1底部的硬管排入到排水室14中,再由连接到排水室14内的第一水管2将排水室14内的废水导流至下层的第一储水仓3中。A multi-stage grit chamber 1 is set on the top of the system to perform preliminary grit filtration on the collected waste water, so as to filter out the larger sand particles carried by the waste water. In the lower layer of the multi-stage grit chamber 1, a plurality of horizontally arranged first water storage tanks 3 for storing waste water can be arranged accordingly, and the first water pipe 2 can be used to divert the waste water in the grit chamber 1 after grit settling and filtration To the first water storage bin 3. It should be noted that, in order to prevent the first water pipe 2 from being directly connected to the grit chamber 1 for waste water diversion, it is easy to suck the sand and gravel at the bottom of the grit chamber 1 and divert the sand and gravel to the first water storage bin 3 together. A drainage chamber 14 is set, and the waste water in the grit chamber 1 is first discharged into the drainage chamber 14 through the hard pipe at the bottom of the grit chamber 1, and then the first water pipe 2 connected to the drainage chamber 14 drains the waste water in the drainage chamber 14. The waste water is diverted to the first water storage bin 3 on the lower floor.
如图3和图4所示,图3为本发明实施例提供的一种废水回收利用系统的立体结构示意图;图4为本发明实施例提供的一种废水回收利用系统的第一储水仓的底部立体结构示意图。在本系统中,可以根据实际需要设置多个第一储水仓3,不同深度的竖直平面上分层设置多层所述第一储水仓3,每一层还可以平行设置有多个第一储水仓3,相邻上下层之间的第一储水仓3通过第二水管31连接,所述第二水管31的一端设置于上层的第一储水仓3的顶部,另一端设置于下层的第一储水仓3的顶部。如此一来,上层的第一储水仓3在储存满废水后,可以由顶部的第二水管31将废水直接导流至下层的第一储水仓3中。为了便于工作人员后期对第一储水仓3的维护,可以在多层第一储水仓3的外侧设置有供工作人员爬动的爬梯32,以及方便工作人员穿过的人孔33,用于通风透气的通气孔34,工作人员在维护第一储水仓3时可以通过爬梯32在多层第一储水仓3之间通行。As shown in Figure 3 and Figure 4, Figure 3 is a schematic diagram of a three-dimensional structure of a wastewater recycling system provided by an embodiment of the present invention; Figure 4 is the bottom of a first water storage tank of a wastewater recycling system provided by an embodiment of the present invention Schematic diagram of the three-dimensional structure. In this system, a plurality of first water storage bins 3 can be set according to actual needs, and multiple layers of the first water storage bins 3 are arranged on vertical planes with different depths, and each layer can also be provided with a plurality of first water storage bins 3 in parallel The first water storage bins 3 between adjacent upper and lower floors are connected by a second water pipe 31, one end of the second water pipe 31 is arranged on the top of the first water storage bin 3 on the upper floor, and the other end is arranged on the top of the first water storage bin 3 on the lower floor . In this way, after the first water storage bin 3 on the upper layer is full of waste water, the second water pipe 31 on the top can direct the waste water to the first water storage bin 3 on the lower layer. In order to facilitate the maintenance of the first water storage bin 3 by the staff at a later stage, a ladder 32 for the staff to climb and a manhole 33 for the staff to pass through can be provided on the outside of the multi-layer first water storage bin 3 for ventilation. Ventilation holes 34 allow staff to pass between multi-layer first water storage bins 3 through the ladder 32 when maintaining the first water storage bins 3 .
值得注意的是,本系统中将用于储存经净水设备4过滤净化的净水的储水装置5密封设置于第一储水仓3内,在第一储水仓3储存有废水后,废水经净水设备4进行过滤净化后进入到设置于第一储水仓3内的储水装置5中,此时,第一储水仓3内的废水逐渐减少,而储水装置5内的净水则逐渐增多,此消彼增之下,第一储水仓3实际上储存的水的容积不变,此外,由于储水装置5为密封设置于第一储水仓3内,因此储水装置5外的废水不会对储水装置5内的净水产生影响。本系统中将储水装置5设置于第一储水仓3的这种设置方式,大大节省了空间,提高了废水的容纳量,在暴雨时期或生活污水排放量较大的时期,可以腾出所有的第一储水仓3先将废水进行储存,然后再通过净水设备4对废水进行过滤净化,最后再将过滤净化后获得的净水充至储水装置5内,实际上储水装置5内所储存的净水总量则为第一储水仓3储存的废水总量。通过在第一储水仓3内设置可以将废水和净水分隔开的储水装置5,可以使得第一储水仓3可以同时作为储存废水以及净水的物理空间,提高了本系统的容水量。It is worth noting that in this system, the water storage device 5 for storing the purified water filtered and purified by the water purification equipment 4 is sealed and arranged in the first water storage bin 3. After the first water storage bin 3 stores waste water, the waste water is passed through the purified water. After the equipment 4 is filtered and purified, it enters the water storage device 5 arranged in the first water storage bin 3. At this time, the waste water in the first water storage bin 3 gradually decreases, while the purified water in the water storage device 5 gradually increases. Under that increase, the volume of the water actually stored in the first water storage bin 3 remains unchanged. In addition, because the water storage device 5 is sealed and arranged in the first water storage bin 3, the waste water outside the water storage device 5 will not affect the water storage device. The clean water within 5 will be affected. In this system, the water storage device 5 is arranged in the first water storage tank 3, which greatly saves space and improves the capacity of wastewater. The first water storage bin 3 first stores the waste water, then filters and purifies the waste water through the water purification equipment 4, and finally fills the water storage device 5 with the purified water obtained after filtration and purification. In fact, the water stored in the water storage device 5 The total amount of purified water is the total amount of waste water stored in the first water storage bin 3. By arranging a water storage device 5 that can separate waste water and purified water in the first water storage bin 3, the first water storage bin 3 can be used as a physical space for storing waste water and purified water at the same time, thereby increasing the water capacity of the system.
此外,考虑到居民生活中需要用到的水大致可以分为生活用水和饮用水两种,即用于进行日常洗漱或冲洗等净化程度一般的日常生活用水以及用于饮用的净化程度要求较高的饮用净化水。因此,本系统中还可以分级设置净水设备4,即所述净水设备4可以包括一级净水设备41和二级净水设备42,所述储水装置5包括第一储水装置51和第二储水装置52,所述第一储水仓3与所述一级净水设备41的进水端连接,所述一级净水设备41的出水端与所述第一储水装置51连接,用于将所述第一储水仓3内的废水过滤为生活用水并储存于所述第一储水装置51内;所述二级净水设备42的进水端连接有所述第一储水仓3和/或所述第一储水装置51,所述二级净水设备42的出水端连接所述第二储水装置52,用于将废水和/或生活用水过滤为饮用水并储存于所述第二储水装置52内。其中,一级净水设备41主要将废水过滤为生活用水,并由第一储水装置51进行生活用水的单独储存;过滤级别较高的二级净水设备42主要将废水或第一储水装置51内的生活用水过滤净化为可供居民直接饮用的饮用水,并由第二储水装置52进行饮用水的单独储存。可以理解的是,为了减轻二级净水设备42的负担,并提高二级净水设备42的效率,可以将二级净水设备42的进水端连接到第一储水装置51,即二级净水设备42主要负责将经一级净水设备41过滤得到的生活用水过滤为饮用水。In addition, considering that the water that residents need to use in their lives can be roughly divided into domestic water and drinking water, that is, the water used for daily washing or washing with a general degree of purification and the water used for drinking require a higher degree of purification. drinking purified water. Therefore, the water purification equipment 4 can also be arranged in stages in this system, that is, the water purification equipment 4 can include a primary water purification equipment 41 and a secondary water purification equipment 42, and the water storage device 5 includes a first water storage device 51 and the second water storage device 52, the first water storage bin 3 is connected to the water inlet end of the primary water purification equipment 41, and the water outlet end of the primary water purification equipment 41 is connected to the first water storage device 51 , used to filter the waste water in the first water storage bin 3 into domestic water and store it in the first water storage device 51; the water inlet end of the secondary water purification equipment 42 is connected with the first water storage bin 3 And/or the first water storage device 51, the water outlet end of the secondary water purification equipment 42 is connected to the second water storage device 52 for filtering waste water and/or domestic water into drinking water and storing it in the In the second water storage device 52 described above. Among them, the first-level water purification equipment 41 mainly filters waste water into domestic water, and the first water storage device 51 stores domestic water separately; The domestic water in the device 51 is filtered and purified into drinking water that can be directly consumed by residents, and the drinking water is stored separately by the second water storage device 52 . It can be understood that, in order to reduce the burden of the secondary water purification equipment 42 and improve the efficiency of the secondary water purification equipment 42, the water inlet end of the secondary water purification equipment 42 can be connected to the first water storage device 51, that is, the second The primary water purification equipment 42 is mainly responsible for filtering the domestic water filtered by the primary water purification equipment 41 into drinking water.
因此,在二级净水设备42主要负责过滤生活用水的基础上,还可以单独设置第二储水仓8,例如,在上层的第一储水仓3的下层设置第二储水仓8,将第一储水仓3内的第一储水装置51与所述第二储水仓8连通,在所述第二储水仓8内设置有所述第二储水装置52,第二储水仓8可以直接连接二级净水设备42,由二级净水设备42将第二储水仓8内的生活用水进行过滤后排入至第二储水装置52中进行储存。需要说明的是,由于居民的饮用水需求量通常远小于居民生活用水需求量,因此第二储水仓8的数量可以设置为远小于第一储水仓3的数量,相应的,第二储水装置52的数量也可以设置为远小于第一储水装置51的数量。Therefore, on the basis that the secondary water purification equipment 42 is mainly responsible for filtering domestic water, the second water storage bin 8 can also be set separately. The first water storage device 51 communicates with the second water storage bin 8, the second water storage device 52 is arranged in the second water storage bin 8, and the second water storage bin 8 can be directly connected to the secondary water purification equipment 42, by The secondary water purification equipment 42 filters the domestic water in the second water storage tank 8 and discharges it into the second water storage device 52 for storage. It should be noted that, since the drinking water demand of the residents is usually much smaller than the domestic water demand of the residents, the number of the second water storage bins 8 can be set to be much smaller than the number of the first water storage bins 3, correspondingly, the second water storage device 52 The quantity can also be set to be much smaller than the quantity of the first water storage device 51 .
需要说明的是,在本系统的第一储水装置51和第二储水装置52上均可以安装有水压报警装置,预先根据第一储水装置51和第二储水装置52的容积设置相应的水压阈值,在一级净水设备41或二级净水设备42不断进行过滤,并输入生活用水至第一储水装置51中以及输入饮用水至第二储水装置52中时,当水压报警装置感应到第一储水装置51或第二储水装置52上的水压达到预设的水压阈值时,可以判定为储水已满,可以发出信号至一级净水设备41或二级净水设备42中,以使得一级净水设备41或二级净水设备42停止充入净水,防止储水压力过大而将第一储水装置51或第二储水装置52撑爆。而经过供水后,第一储水装置51或第二储水装置52的水压逐渐降低,水压报警装置可以解除报警信号,从而启动一级净水设备41或二级净水设备42重新启动开始工作,并充入过滤后的净水。It should be noted that both the first water storage device 51 and the second water storage device 52 of the system can be equipped with a water pressure alarm device, which is set in advance according to the volume of the first water storage device 51 and the second water storage device 52. The corresponding water pressure threshold, when the primary water purification equipment 41 or the secondary water purification equipment 42 is continuously filtered, and the domestic water is input into the first water storage device 51 and the drinking water is input into the second water storage device 52, When the water pressure alarm device senses that the water pressure on the first water storage device 51 or the second water storage device 52 reaches the preset water pressure threshold, it can be determined that the water storage is full, and a signal can be sent to the first-level water purification equipment 41 or the secondary water purification equipment 42, so that the primary water purification equipment 41 or the secondary water purification equipment 42 stop filling clean water, preventing the water storage pressure from being too large and the first water storage device 51 or the second water storage device Device 52 bursts. After water supply, the water pressure of the first water storage device 51 or the second water storage device 52 gradually reduces, and the water pressure alarm device can remove the alarm signal, thereby starting the first-level water purification equipment 41 or the secondary water purification equipment 42 to restart Start working and fill with filtered clean water.
具体地,为了将储水装置5稳定可靠地放置于第一储水仓3内,所述第一储水仓3的底部从高到低依次设置有网板35、网板支撑架36和沉淀槽37,所述储水装置5可以设置于所述网板35上,由网板35实现对储水装置5的支撑作用,网板支撑架36实现对网板35的固定作用。此外,由于网板35上具有网格,第一储水仓3内的废水经过静置后,还会有一部分的砂石沉淀到网板35底部的沉淀槽37中。所述沉淀槽37上还连接有沉淀排污管38的一端,所述沉淀排污管38的另一端连接到连接到沉砂池1,沉淀排污管38可以将沉淀槽37中的砂石排出到沉砂池1中。Specifically, in order to place the water storage device 5 stably and reliably in the first water storage bin 3, the bottom of the first water storage bin 3 is provided with a net plate 35, a net plate support frame 36 and a sedimentation tank 37 in order from high to low, so The water storage device 5 can be arranged on the net plate 35 , the net plate 35 supports the water storage device 5 , and the net plate support frame 36 fixes the net plate 35 . In addition, since the net plate 35 has grids, after the wastewater in the first water storage bin 3 is left to stand still, some sand and gravel will settle into the sedimentation tank 37 at the bottom of the net plate 35 . Said settling tank 37 is also connected with one end of a sedimentation blowdown pipe 38, and the other end of said settling blowdown pipe 38 is connected to the grit chamber 1, and the settling blowdown pipe 38 can discharge the sand in the settling tank 37 to the sedimentation tank 37. Sand pool 1.
如图5所示,图5为本发明实施例提供的一种沉砂井的结构示意图。为了对沉砂池1内沉淀的砂石进行处理,本系统中还包括有:沉砂井9,所述沉砂池1的底部设置有沉砂槽11,所述沉砂井9的高度低于所述沉砂槽11的高度,且所述沉砂井9的顶部与所述沉砂槽11连接,所述沉砂池1内沉淀的泥砂经所述沉砂槽11排至所述沉砂井9。废水进入到沉砂池1后,废水中的砂石经过静置沉淀到沉砂池1底部的沉砂槽11上,在沉砂池1静置沉淀完毕后,可以将沉砂池1中静置沉淀后的废水经排水软管12排到第一储水仓3中,此时,沉砂槽11上的砂石可以排入到沉砂井9中储存起来,以避免沉砂池1内累积过多的砂石,而影响正常的沉砂。其中,所述沉砂井9的底部可以设置有出砂口91和渗水口92,为了储存较多的砂石,沉砂井9的高度可以设置得较深,并且,沉砂井9的出砂口91的位置可以设置于地下一层或地下二层等楼层的地下室外墙墙壁上,在清理沉砂井9的砂石时,只需要将卡车倒车至出砂口91底部,打开出砂口91,便可将沉砂井9中的砂石卸到卡车上。沉砂井9底部的渗水口92上接有渗水管93的一端,所述渗水管93的另一端连接到沉砂池1。As shown in Fig. 5, Fig. 5 is a schematic structural diagram of a grit chamber provided by an embodiment of the present invention. In order to process the sand deposited in the grit chamber 1, the system also includes: a grit chamber 9, the bottom of the grit chamber 1 is provided with a grit chamber 11, and the height of the grit chamber 9 is low At the height of the grit chamber 11, and the top of the grit well 9 is connected to the grit chamber 11, the sediment deposited in the grit chamber 1 is discharged to the grit chamber 11 through the grit chamber 11. sand well9. After the waste water enters the grit chamber 1, the sand in the waste water is deposited on the grit chamber 11 at the bottom of the grit chamber 1. Settled waste water is discharged into the first water storage bin 3 through the drainage hose 12. At this time, the sandstone on the grit chamber 11 can be discharged into the grit chamber 9 for storage, so as to avoid excessive accumulation in the grit chamber 1. If there is too much sand and gravel, it will affect the normal sand setting. Wherein, the bottom of the grit chamber 9 can be provided with a sand outlet 91 and a water seepage port 92. In order to store more sand and gravel, the height of the grit chamber 9 can be set deeper, and the outlet of the grit chamber 9 The position of the sand port 91 can be set on the basement wall of the first floor or the second floor of the basement. When cleaning the sand and gravel in the grit chamber 9, it is only necessary to reverse the truck to the bottom of the sand outlet 91 and open the sand outlet. Port 91, the sand and gravel in the grit chamber 9 can be unloaded on the truck. One end of a seepage pipe 93 is connected to the seepage port 92 at the bottom of the grit chamber 9 , and the other end of the seepage pipe 93 is connected to the grit chamber 1 .
如图6所示,图6为本发明实施例提供的一种螺旋推杆清理沉砂的剖面示意图。为了实现沉砂槽11上的砂石的自动清理,所述沉砂池1与所述沉砂槽11之间可以设置有升降门111。其中,由隔墙13将多个沉砂池1分隔开,升降门111设置在隔墙13上,废水进入沉砂池1时升降门111下落隔断各个沉砂池1之间相通的沉沙槽11,废水由隔墙13上方的缺口处流过,避免废水在沉沙槽11和升降门111处流过,一起把沉沙冲走进入储水仓3中;当废水沉淀后升降门111提起,沉沙槽11贯通,便于排沙。所述沉砂槽11上设置有螺旋推杆112,所述螺旋推杆112由控制电机113通过传动装置114驱动,用于旋转带动所述沉砂槽11内的沉砂排至所述沉砂井9。在需要进行清理砂石时,升起升降门111,使得多级沉砂槽11可以连通起来,控制电机113带动传动装置114转动,传动装置114进而带动螺旋推杆112螺旋旋转,由螺旋推杆112上的螺旋桨叶带动沉砂槽11上的砂石流至沉砂井9中。其中,传动装置114与螺旋推杆112之间的配合可以为蜗杆之间的配合,以实现垂直平面上的动能转换。As shown in FIG. 6 , FIG. 6 is a schematic cross-sectional view of a screw push rod for cleaning and sand settling provided by an embodiment of the present invention. In order to realize the automatic cleaning of sand on the grit chamber 11 , a lifting door 111 may be provided between the grit chamber 1 and the grit chamber 11 . Among them, a plurality of grit chambers 1 are separated by a partition wall 13, and a lift gate 111 is arranged on the partition wall 13. When the waste water enters the grit chamber 1, the lift gate 111 falls and cuts off the grit that communicates between each grit chamber 1. Groove 11, the waste water flows through the gap above the partition wall 13 to prevent the waste water from flowing through the sedimentation tank 11 and the lift gate 111, and wash away the sediment into the water storage bin 3 together; when the waste water settles, the lift gate 111 is lifted, The grit sink 11 runs through, which is convenient for sand discharge. The grit chamber 11 is provided with a screw push rod 112, and the screw push rod 112 is driven by a control motor 113 through a transmission device 114 to rotate and drive the grit in the grit chamber 11 to be discharged to the grit chamber. Well 9. When it is necessary to clean up the gravel, the lift door 111 is raised so that the multi-stage grit chamber 11 can be connected, the control motor 113 drives the transmission device 114 to rotate, and the transmission device 114 further drives the screw push rod 112 to rotate in a spiral, and the screw push rod The propeller blade on the 112 drives the grit on the grit chamber 11 to flow in the grit well 9 . Wherein, the cooperation between the transmission device 114 and the screw push rod 112 may be the cooperation between worms, so as to realize the conversion of kinetic energy on the vertical plane.
此外,如图7所示,图7为本发明实施例提供的一种推板清理沉砂的剖面示意图。在另外的一种实施方式中,所述沉砂池1与所述沉砂槽11之间设置有升降门111,所述沉砂槽11上设置有竖直的推板115,所述推板115固定于横向设置的推杆116上,所述推杆116经曲柄连杆机构117连接有旋转电机118,用于在所述旋转电机118的带动下驱动所述推板115升降来回推动所述沉砂槽11内的沉砂排至所述沉砂井9。在曲柄连杆机构117的作用下,推板115的运动方向为:向左运动-往上升起-向右运动-往下降落-向左运动,形成在竖直平面上的类似四边形的运动方式,从而逐步将沉砂槽11内的沉砂推至沉砂井9中。In addition, as shown in FIG. 7 , FIG. 7 is a schematic cross-sectional view of a push plate cleaning and grit settling provided by an embodiment of the present invention. In another embodiment, a lifting door 111 is set between the grit chamber 1 and the grit tank 11, and a vertical push plate 115 is set on the grit tank 11, and the push plate 115 is fixed on the horizontally arranged push rod 116, and the push rod 116 is connected with a rotary motor 118 through a crank linkage mechanism 117, and is used to drive the push plate 115 up and down to push the push plate back and forth driven by the rotary motor 118. The grit in the grit chamber 11 is discharged to the grit well 9 . Under the action of the crank-link mechanism 117, the movement direction of the push plate 115 is: move to the left-raise up-move to the right-move down and fall-move to the left, forming a quadrilateral-like motion on the vertical plane , thereby gradually pushing the grit in the grit chamber 11 into the grit well 9 .
另外,除了以上的提供的两种实施方式,还可以将沉砂槽11设置为倾斜的斜坡,通过清水的冲力作用可以将沉砂槽11内的沉砂冲至沉砂井9中。In addition, in addition to the above two implementations, the grit chamber 11 can also be set as an inclined slope, and the grit in the grit chamber 11 can be flushed into the grit well 9 by the impact of clean water.
具体地,为实现沉砂池1内的排水,所述沉砂池1内倾斜设置有L型的排水软管12,所述排水软管12的一端连接有所述第一水管2,所述排水软管12的另一端被配置为在所述沉砂池1内的废水经过的过程和废水沉淀的过程中浮于水面上以及在所述沉砂池1排水的过程中浸于所述沉砂池1的废水内。由于沉砂池1需要一定的时间进行静置沉砂,因此,本系统中通过控制L型的排水软管12弯曲来实现沉砂池1的排水,在排水软管12伸直非弯曲的状态下,排水软管12的另一端的端口浮于水面上且探出于沉砂池1外,沉砂池1内的废水无法进入排水软管12内;在排水软管12向下弯曲的状态下,排水软管12的另一端的端口浸于废水中,废水从端口进入并流至第一水管2,最终流入第一储水仓3。Specifically, in order to realize drainage in the grit chamber 1, an L-shaped drainage hose 12 is obliquely arranged in the grit chamber 1, and one end of the drainage hose 12 is connected with the first water pipe 2, the The other end of the drainage hose 12 is configured to float on the water surface during the process of the waste water in the grit chamber 1 passing through and the process of the sedimentation of the waste water and to be submerged in the sedimentation process during the drainage of the grit chamber 1 . In the waste water of sand tank 1. Since the grit chamber 1 needs a certain period of time to stand still for grit, therefore, in this system, the drainage of the grit chamber 1 is realized by controlling the bending of the L-shaped drainage hose 12. When the drainage hose 12 is straightened and not bent Next, the port at the other end of the drain hose 12 floats on the water surface and sticks out of the grit chamber 1, and the waste water in the grit chamber 1 cannot enter the drain hose 12; in the state where the drain hose 12 bends downward Next, the port at the other end of the drain hose 12 is immersed in waste water, and the waste water enters from the port and flows to the first water pipe 2 , and finally flows into the first water storage bin 3 .
如图8所示,所述排水软管12上连接有由控制器151驱动的升降杆152,所述升降杆152用于在所述控制器151的控制驱动下带动所述排水软管12的另一端升高或降低。As shown in Figure 8, the drain hose 12 is connected with a lifting rod 152 driven by a controller 151, and the lifting rod 152 is used to drive the drain hose 12 under the control of the controller 151. The other end is raised or lowered.
或者,如图9所示,所述排水软管12的另一端的背面可以设置有浮球161,所述浮球161通过可伸缩的气管162连接有气泵,所述气泵用于充气至所述浮球161内或吸取所述浮球161内的气体,以使得所述浮球161膨胀浮于水面并顶起所述排水软管12或收缩沉入废水中,需要说明的是,当浮球161收缩后浮球161所提供的浮力不足以撑起排水软管12,排水软管12在自身的重力作用下沉入沉砂池1中。Or, as shown in Figure 9, the back of the other end of the drain hose 12 can be provided with a float 161, and the float 161 is connected to an air pump through a telescopic air tube 162, and the air pump is used to inflate to the The gas in the floating ball 161 or sucks the gas in the floating ball 161, so that the floating ball 161 expands and floats on the water surface and lifts the drain hose 12 or shrinks and sinks into the waste water. It should be noted that when the floating ball After 161 shrinks, the buoyancy provided by the floating ball 161 is not enough to prop up the drain hose 12, and the drain hose 12 sinks into the grit chamber 1 under its own gravity.
当所有的第一储水仓3水满后,关闭废水进水管7的进水阀门,沉砂池1以及第一储水仓3内的废水同时进入沉淀状态,静置一定时间后第一储水仓3内的废水开始进行过滤。当通过水位传感器感应到第一储水仓3内的废水过滤接近完毕后,排水软管12被降低至废水中,沉砂池1内经沉淀后的废水流入排水软管12中并通过第一水管2流至第一储水仓3。当沉砂池1内的废水流完后,沉砂池1底部的水位传感器感受到水位的变化,则发出升起信号,排水软管12在升降杆152的作用下被升起或在浮球161的顶起作用下被顶起。When all the first water storage bins 3 are full of water, close the water inlet valve of the waste water inlet pipe 7, the waste water in the grit chamber 1 and the first water storage bin 3 enters the sedimentation state at the same time, and the waste water in the first water storage bin 3 after standing for a certain period of time Start filtering. When the water level sensor senses that the filtration of the wastewater in the first water storage bin 3 is nearly completed, the drain hose 12 is lowered into the wastewater, and the sedimented wastewater in the grit chamber 1 flows into the drain hose 12 and flows through the first water pipe 2. To the first water storage bin 3. After the waste water in the grit chamber 1 has flowed out, the water level sensor at the bottom of the grit chamber 1 senses the change of the water level, and then sends a rising signal, and the drain hose 12 is raised under the action of the elevating rod 152 or placed on the floating ball. The top of 161 is pushed up under the action.
进一步地,可以参阅图3,为了方便将废水进行汇流并过滤废水中所携带的一些垃圾(如树叶、纸屑等)所述沉砂池1的顶部还设置有废水进水口,所述废水进水口上设置有汇流罩17,所述废水进水管7接到所述汇流罩17上;所述汇流罩17的底部设有连接有传送带过滤网18,所述传送带过滤网18用于过滤废水中的垃圾并将所述垃圾传送至垃圾池19。在图3中,废水经汇流罩17汇流后,穿过传送带过滤网18后直接流至沉砂池1内。Further, referring to Fig. 3, in order to facilitate the confluence of waste water and filter some rubbish (such as leaves, paper scraps, etc.) carried in the waste water, the top of the grit chamber 1 is also provided with a waste water inlet, and the waste water enters A confluence cover 17 is arranged on the nozzle, and the waste water inlet pipe 7 is connected to the confluence cover 17; the bottom of the confluence cover 17 is provided with a conveyor belt filter 18 connected thereto, and the conveyor belt filter 18 is used for filtering waste water garbage and transfer the garbage to the garbage pool 19. In FIG. 3 , the waste water flows into the grit chamber 1 after passing through the conveyor belt filter screen 18 after converging through the confluence cover 17 .
进一步地,所述净水设备4还内置有自清洗模块,所述净水设备4连接有自清洗排污管43的一端,所述自清洗排污管43的另一端连接到所述沉砂池1,用于将所述自清洗模块清洗所述净水设备4后的污水排至所述沉砂池1。可以理解的是,一级净水设备41和二级净水设备42上具有自清洗功能,通过水流量的监测,达到预警值(即水流总量达到一定值)后,开始自动清洗过滤芯,清洗时自动关闭进水口,并将过滤后的水倒流进入净水设备4内进行清洗,最后将清洗后的污水通过排污管口排出,并经自清洗排污管43排至外部的废水进水管7。Further, the water purification equipment 4 also has a built-in self-cleaning module, the water purification equipment 4 is connected to one end of a self-cleaning sewage pipe 43, and the other end of the self-cleaning sewage pipe 43 is connected to the grit chamber 1 , for discharging the sewage after the self-cleaning module has cleaned the water purification equipment 4 to the grit chamber 1 . It can be understood that the first-level water purification equipment 41 and the second-level water purification equipment 42 have a self-cleaning function. After the monitoring of the water flow reaches the early warning value (that is, the total amount of water flow reaches a certain value), the filter core will be automatically cleaned. When cleaning, the water inlet is automatically closed, and the filtered water flows back into the water purification equipment 4 for cleaning, and finally the cleaned sewage is discharged through the sewage outlet, and discharged to the external waste water inlet pipe 7 through the self-cleaning sewage pipe 43 .
针对本系统,可以采取人工进行管理或互联网智能控制管理,人工管理具体为:根据天气预报降雨的地区、范围、大小,管理人员提前将废水进水管7内的污水适量排入市政水管道,让该系统各个第一储水仓3空出足够的空间,吸收降雨时的地面雨水及市政管道所收集的雨水,减轻大雨及暴雨时雨水对市政水管道的巨大压力,避免市政排污管道无法及时排除积水时,造成水淹现象的发生。For this system, manual management or Internet intelligent control management can be adopted. The manual management is specifically: according to the area, range and size of the weather forecast rainfall, the management personnel will discharge the sewage in the waste water inlet pipe 7 into the municipal water pipe in advance, so that Each of the first water storage tanks 3 of the system has enough space to absorb the ground rainwater and the rainwater collected by the municipal pipeline during rainfall, reduce the huge pressure of the rainwater on the municipal water pipeline during heavy rain and heavy rain, and prevent the municipal sewage pipeline from being unable to discharge the accumulated water in time , causing flooding to occur.
互联网智能控制管理具体为:本系统通过设置智能后台管理模块,根据天气预报降雨的地区、范围、大小,由智能后台管理模块通过控制废水进水管7等管道的控制阀提前将废水进水管7内的污水适量排入市政水管道,让该系统各个第一储水仓3空出足够的空间,吸收降雨时的地面雨水及市政管道所收集的雨水,减轻大雨及暴雨时雨水对市政水管道的巨大压力,避免市政排污管道无法及时排除积水时,造成水淹现象的发生。The Internet intelligent control management is specifically as follows: the system sets an intelligent background management module, and according to the area, range and size of the rainfall in the weather forecast, the intelligent background management module controls the waste water inlet pipe 7 and other pipeline control valves to advance the waste water into the water inlet pipe 7. An appropriate amount of sewage is discharged into the municipal water pipeline, so that each first water storage tank 3 of the system can leave enough space to absorb the ground rainwater and the rainwater collected by the municipal pipeline during rainfall, and reduce the huge pressure of rainwater on the municipal water pipeline during heavy rain and heavy rain , to avoid the occurrence of flooding when the municipal sewage pipes cannot remove the accumulated water in time.
在小区内建造本系统后,可节约开发商建设雨水收集池的成本投入,增加建筑面积的空间利用率,且本系统投入使用后,可提供循环供水,降低居民用水的费用,并且提供高质量的饮用水;另外,本系统还可以减轻市政供水压力,不再担心水库低水位时用水紧张问题,且本系统可以解决降雨后水淹的现象,减少国家和地方在水淹方面较大的经济投入,减少国家及公司、个人因水淹造成的经济损失。After the system is built in the community, it can save the cost of the developer to build the rainwater collection pool, increase the space utilization rate of the building area, and after the system is put into use, it can provide circulating water supply, reduce the cost of water for residents, and provide high-quality drinking water; in addition, this system can also reduce the pressure of municipal water supply, no longer worry about water shortage when the water level of the reservoir is low, and this system can solve the phenomenon of flooding after rainfall, reducing the large economic cost of flooding at the national and local levels investment to reduce the economic losses caused by flooding of the country, companies and individuals.
上面结合附图对本发明的实施例进行了描述,但是本发明并不局限于上述的具体实施方式,上述的具体实施方式仅仅是示意性的,而不是限制性的,本领域的普通技术人员在本发明的启示下,在不脱离本发明宗旨和权利要求所保护的范围情况下,还可做出很多形式,这些均属于本发明的保护之内。Embodiments of the present invention have been described above in conjunction with the accompanying drawings, but the present invention is not limited to the above-mentioned specific implementations, and the above-mentioned specific implementations are only illustrative, rather than restrictive, and those of ordinary skill in the art will Under the enlightenment of the present invention, many forms can also be made without departing from the gist of the present invention and the protection scope of the claims, and these all belong to the protection of the present invention.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110453750A (en) * | 2019-09-10 | 2019-11-15 | 覃璐欣 | A kind of sponge urban rainwater collection utilization system |
CN112439253A (en) * | 2019-09-02 | 2021-03-05 | 杨继峰 | Back flush water vibration cleaning filter |
CN115040933A (en) * | 2022-08-16 | 2022-09-13 | 山东贝特尔环保科技有限公司 | Sewage multi-stage treatment equipment |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002084037A1 (en) * | 2001-04-16 | 2002-10-24 | Zerong Wang | A water supply system and a multifunctional tank |
CN205421745U (en) * | 2016-03-16 | 2016-08-03 | 许旭锋 | System of recycling is collected to building roof rainwater |
CN106731048A (en) * | 2017-03-21 | 2017-05-31 | 宜兴华都琥珀环保机械制造有限公司 | Sand setting sand-removing system |
CN210331937U (en) * | 2018-11-14 | 2020-04-17 | 杨继峰 | Waste water recycling system |
-
2019
- 2019-02-21 CN CN201910135222.7A patent/CN110180255A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002084037A1 (en) * | 2001-04-16 | 2002-10-24 | Zerong Wang | A water supply system and a multifunctional tank |
CN205421745U (en) * | 2016-03-16 | 2016-08-03 | 许旭锋 | System of recycling is collected to building roof rainwater |
CN106731048A (en) * | 2017-03-21 | 2017-05-31 | 宜兴华都琥珀环保机械制造有限公司 | Sand setting sand-removing system |
CN210331937U (en) * | 2018-11-14 | 2020-04-17 | 杨继峰 | Waste water recycling system |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112439253A (en) * | 2019-09-02 | 2021-03-05 | 杨继峰 | Back flush water vibration cleaning filter |
CN110453750A (en) * | 2019-09-10 | 2019-11-15 | 覃璐欣 | A kind of sponge urban rainwater collection utilization system |
CN115040933A (en) * | 2022-08-16 | 2022-09-13 | 山东贝特尔环保科技有限公司 | Sewage multi-stage treatment equipment |
CN115040933B (en) * | 2022-08-16 | 2022-10-25 | 山东贝特尔环保科技有限公司 | Sewage multi-stage treatment equipment |
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