CN210066942U - Rural outdoor vacuum drainage system - Google Patents
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Abstract
本实用新型公开了一种农村室外真空排水系统。该系统主要由化粪收集箱、真空排水管道及控制阀门、地埋式真空罐、地埋式预制真空泵站组成;首先将真空收集箱的流态转换功能与传统户用化粪池的拦截化粪功能相结合,避免大块污物进入管网,可有效缓解管道易堵塞问题;同时将真空泵站的形式从传统的地上+地下式改为地埋式预制泵站,不仅能满足农用土地使用的有关规定,而且还缩短和简化了施工周期和步骤;另外将真空泵排气管出口所设除臭生物滤池改为设于真空泵站内的臭氧除臭装置,在避免二次污染的同时,改善了生物滤池受环境影响大,后期维护工作量大,不可间歇运行,管理操作需要专业人员等弊端,并节省了占地面积。
The utility model discloses a rural outdoor vacuum drainage system. The system is mainly composed of septic collection box, vacuum drainage pipeline and control valve, buried vacuum tank, and buried prefabricated vacuum pump station. The combination of manure function can prevent large pieces of dirt from entering the pipe network, which can effectively alleviate the problem of easy pipeline blockage; at the same time, the form of the vacuum pump station has been changed from the traditional above-ground + underground type to a buried prefabricated pump station, which can not only meet the needs of agricultural land use It also shortens and simplifies the construction period and steps; in addition, the deodorizing biological filter set at the outlet of the vacuum pump exhaust pipe is changed to an ozone deodorizing device set in the vacuum pump station to avoid secondary pollution and improve the The biological filter is greatly affected by the environment, the later maintenance workload is large, it cannot be operated intermittently, and the management operation requires professionals, etc., and saves the floor space.
Description
技术领域technical field
本实用新型适用于农村室外真空排水领域,适用于施工周期短、排水点分散、排水距离长、地势平坦、街道狭窄、需要跨越水系和管道等障碍物、管道埋深大、地下水位高、人口密度低、水源保护区等场合,可用于替代传统的室外重力排水系统和现有的室外真空排水系统,特别是涉及一种农村室外真空排水系统。The utility model is suitable for the field of outdoor vacuum drainage in rural areas, and is suitable for short construction period, scattered drainage points, long drainage distance, flat terrain, narrow streets, need to cross obstacles such as water systems and pipelines, large buried depth of pipelines, high groundwater level, high population It can be used to replace the traditional outdoor gravity drainage system and the existing outdoor vacuum drainage system in occasions such as low density and water source protection area, especially involving a rural outdoor vacuum drainage system.
背景技术Background technique
近年来随着国家对新农村建设和美丽乡村建设的大力推进,涉及农村水环境治理的农村污水收集和处理得到国家和地方重点支持并得以迅猛发展,农村污水管网化已成为一种趋势;少量靠近城区、镇区且满足城镇污水收集管网接入条件的村庄纳入城区、镇区污水管网系统,由城镇污水处理厂集中处理;多数村庄目前采用分散式收集处理模式。In recent years, with the vigorous promotion of the construction of new rural areas and the construction of beautiful villages by the state, the collection and treatment of rural sewage involving rural water environment management has received key support from the state and local governments and has developed rapidly, and the network of rural sewage pipes has become a trend; A small number of villages that are close to urban areas and townships and meet the conditions for connecting to the urban sewage collection pipe network are included in the urban area and township sewage pipe network system, and the urban sewage treatment plants are centralized for treatment; most villages currently adopt the decentralized collection and treatment mode.
农村生活污水包括洗涤、沐浴、厨房炊事、粪便及其冲洗等排水,具有面广分散、来源多、增长快、污水成分复杂、水质及水量变化大的特征。典型的农村污水收集处理系统通常由污水管网系统(用户出户管、户用三格或二格化粪池、污水管网、中间提升泵站)和终端处理设施组成。Rural domestic sewage, including washing, bathing, kitchen cooking, feces and washing, has the characteristics of wide dispersion, multiple sources, rapid growth, complex sewage composition, and large changes in water quality and quantity. A typical rural sewage collection and treatment system usually consists of a sewage pipe network system (user outlet pipe, household three- or two-grid septic tank, sewage pipe network, intermediate lifting pump station) and terminal treatment facilities.
当前农村污水管网系统普遍采用重力排水系统,需要根据村庄的竖向高程、天然水系的分布和住户分布情况,并结合排水出水口的情况,划分排水流域,布设污水管网;污水管网系统的投资约占到农村污水收集处理系统总投资的70~80%。At present, the gravity drainage system is generally adopted in the rural sewage pipe network system. It is necessary to divide the drainage basin and lay out the sewage pipe network according to the vertical elevation of the village, the distribution of the natural water system and the distribution of the households, and combined with the situation of the drainage outlet. The investment in rural sewage collection and treatment system accounts for about 70-80% of the total investment in rural sewage collection and treatment systems.
当前农村污水重力排水系统普遍存在以下问题:The current rural sewage gravity drainage system generally has the following problems:
1、系统设置受水系和障碍物影响较大,通常要根据水系自然划分成若干排水流域,并分别设置收水管网和处理设施,污水处理站的数量增多时会显著提高初投资成本,并给污水处理站的运行管理带来麻烦。1. The system setting is greatly affected by the water system and obstacles. Usually, the water system should be naturally divided into several drainage basins, and the water collection pipe network and treatment facilities should be set up respectively. When the number of sewage treatment stations increases, the initial investment cost will be significantly increased. The operation and management of the sewage treatment station brings troubles.
2、村庄排水通常流域较大,主干管较长,流量却很小,常用排水管径de200/300的最小坡度0.004/0.002,在平坦地区重力系统管道平均埋深约为2~2.5m,而终端处理站前埋深可达到3~5m;沟槽较深,遇地下水时需要降水施工,并且打支护桩围护,施工成本较高;农村污水管网建设每年都会因沟槽过深,支护措施不当,塌方后出现人员伤亡事故。2. Village drainage usually has a large watershed, a long main pipe, and a small flow rate. The minimum slope of the commonly used drainage pipe diameter is de200/300 of 0.004/0.002. The burial depth in front of the terminal treatment station can reach 3-5m; the trenches are deep, and dewatering construction is required in case of groundwater, and supporting piles are built to protect the construction, and the construction cost is high; the construction of rural sewage pipe network is caused by the deep trenches every year. Improper support measures resulted in casualties after the collapse.
3、重力排水系统管道之间需要设检查井连接,一方面会增加沟槽宽度;另一方面在农村的道路环境下设有通气孔的井盖经常会进入各种异物,沉积于井内,增加淤堵;同时排出的臭气和滋生的蚊蝇还通过通气孔污染周围环境。3. Inspection wells need to be connected between the gravity drainage system pipes. On the one hand, the width of the grooves will be increased; on the other hand, in the rural road environment, the manhole covers with ventilation holes often enter various foreign objects and deposit in the wells, increasing the sludge At the same time, the odor and the breeding mosquitoes also pollute the surrounding environment through the ventilation holes.
4、埋深较大的重力排水管道通过净宽2~4m的农村街巷时,深沟槽的开挖对农舍的浅基础构成了极大的威胁,容易造成地上农舍及围墙的倒塌。4. When the gravity drainage pipeline with a large buried depth passes through the rural streets with a net width of 2-4m, the excavation of the deep trench poses a great threat to the shallow foundation of the farmhouse, and it is easy to cause the collapse of the farmhouse on the ground and the surrounding wall.
5、由于污水管网系统投资成本较大,施工单位常会通过牺牲排水坡度来降低成本,争取利润;当排水坡度小于管道最低坡度时,管网容易淤堵,给维护管理带来困难。5. Due to the large investment cost of the sewage pipe network system, the construction unit often sacrifices the drainage slope to reduce costs and strive for profits; when the drainage slope is less than the minimum slope of the pipeline, the pipe network is easy to block, which brings difficulties to maintenance and management.
6、重力排水系统,管道之间及管道与检查井之间采用承插接口,漏水率较高,对地下水水质安全构成威胁。6. Gravity drainage system adopts socket interface between pipelines and between pipelines and inspection wells, which has a high water leakage rate and poses a threat to the safety of groundwater quality.
真空排水系统是利用真空设备使排水管道内产生一定的真空度,利用空气压差输送介质的排水系统;系统适用于排水点分散、排水距离较长、地势平坦、需要跨越障碍物、地下水位高、人口密度低、水源保护区等场合。Vacuum drainage system is a drainage system that uses vacuum equipment to generate a certain degree of vacuum in the drainage pipeline and uses air pressure difference to transport the medium; the system is suitable for scattered drainage points, long drainage distance, flat terrain, need to cross obstacles, and high groundwater level. , low population density, water source protection areas, etc.
真空排水系统产生于19世纪60年代~20世纪60年代。真空排水系统在1867年由荷兰工程师Charles T.Liemur提出,系统的负压由蒸汽机驱动真空泵产生,并采用了铸铁的真空管道;1873年,阿姆斯特丹建设了世界上第一套真空排水系统,随后被应用在巴黎、柏林等欧洲城市,至1905年,阿姆斯特丹采用真空排水方式的厕所已达到数千个;1956年,瑞典工程师Joel Liljendhal实用新型了真空系统中的真空连接阀门装置。The vacuum drainage system was produced from the 1860s to the 1960s. The vacuum drainage system was proposed by Dutch engineer Charles T. Liemur in 1867. The negative pressure of the system was generated by a steam engine driven vacuum pump and cast iron vacuum pipes were used; in 1873, Amsterdam built the world's first vacuum drainage system, which was subsequently It was used in Paris, Berlin and other European cities. By 1905, there were thousands of toilets in Amsterdam using vacuum drainage. In 1956, Swedish engineer Joel Liljendhal practically modeled the vacuum connection valve device in the vacuum system.
20世纪60年代~20世纪90年代,真空排水技术进入了发展与成熟阶段。美国环境保护署突破了室外真空排水污水收集系统中的两个最关键问题-真空界面阀和真空管道输送;1978年,帕萨旺-洛蒂格公司建成第一套ROEVAC真空排水系统,并于1980年首次将该系统应用在处置医院放射科室废水上。至20世纪90年代,真空排水技术在欧美已具备了规模化应用的成熟度,但仍需进一步完善。From the 1960s to the 1990s, the vacuum drainage technology entered a stage of development and maturity. The U.S. Environmental Protection Agency broke through the two most critical problems in the outdoor vacuum drainage sewage collection system - vacuum interface valve and vacuum piping; In 1980, the system was first applied to the treatment of wastewater from hospital radiology departments. By the 1990s, vacuum drainage technology had reached the maturity of large-scale application in Europe and the United States, but it still needed to be further improved.
从20世纪90年代至今,真空排水技术一直在完善与优化。以日本和美国为代表的国家通过真空排水系统中的改良关键部件和采用现代监控手段,提高了系统的可靠性,改进了系统节能、设备集成化等方面。至此,真空排水系统已具备了可靠、可控、标准化、信息化、经济可行与环境友好的基本特征,达到了成为现代排水系统的基本要求。Since the 1990s, vacuum drainage technology has been perfected and optimized. Countries represented by Japan and the United States have improved the reliability of the system, improved system energy saving and equipment integration through the improvement of key components in the vacuum drainage system and the use of modern monitoring methods. So far, the vacuum drainage system has the basic characteristics of reliability, controllability, standardization, informationization, economic feasibility and environmental friendliness, and has reached the basic requirements of becoming a modern drainage system.
通过引进、消化、吸收国外的真空排水技术,真空排水在我国已经被率先应用在铁路(如铁路客车真空集便装置、京沪高速铁路地面卸污系统)、建筑(如烟台文化中心室内真空排水系统、广州白云国际会议中心真空排水系统)、市政(如滨河带真空截污工程、济南少年路雨水应急真空排水系统)、船舶(如新世纪游轮真空集便系统、“雪龙”号极地考察船真空集便系统)、航空(如MD-11飞机机载真空排污系统DLV-1型机载真空排污系统)等领域。Through the introduction, digestion and absorption of foreign vacuum drainage technology, vacuum drainage has been firstly applied in railways (such as railway passenger car vacuum collection devices, Beijing-Shanghai high-speed railway ground sewage discharge system), buildings (such as Yantai Cultural Center indoor vacuum drainage system, Guangzhou Baiyun International Conference Center vacuum drainage system), municipal (such as the riverside vacuum sewage interception project, Jinan Juvenile Road rainwater emergency vacuum drainage system), ships (such as the new century cruise ship vacuum collection system, "Xuelong" polar expedition Ship vacuum collection system), aviation (such as MD-11 aircraft airborne vacuum sewage system DLV-1 airborne vacuum sewage system) and other fields.
2012年,中国工程建设标准协会发布了推荐性标准CECS316:2012《室外真空排水系统工程技术规程》,为规范化室外真空排水系统设计和安装提供了依据。我国现有的室外真空排水系统参考了欧洲标准的有关要求;单个真空泵站的真空主管长度≦4Km;真空排水主管累计爬坡高度≦5m(累计高度最大值应根据当地海拔高度进行修正);在室内重力管道与室外真空管道之间设置成品收集箱进行重力与真空流态的转换;真空管道采用锯齿形或袋形敷设方式,提升弯或U型弯之间真空管道的最小坡度采用0.002,提升弯之间的间距在6~100m之间;每个提升弯或U型管处设通往地面的检查管;排水无需重力坡度,允许顺坡上行输送;每个真空排水系统设1个真空罐,可以在真空泵站外埋地敷设也可以设于真空泵站内;真空泵站建筑由地上和地下部分组成,地下部分设置真空罐、排水泵(1用1备)和真空泵(1用1备),地上部分设置配电柜和控制柜;排水泵出水接污水处理设施或市政污水管网;真空泵排气管经室外除臭生物滤池除臭处理后排放;真空泵站采用双电源或双回路供电。In 2012, the China Engineering Construction Standards Association issued the recommended standard CECS316:2012 "Technical Specifications for Outdoor Vacuum Drainage System Engineering", which provided a basis for standardizing the design and installation of outdoor vacuum drainage systems. The existing outdoor vacuum drainage system in China refers to the relevant requirements of European standards; the length of the vacuum main pipe of a single vacuum pump station is less than or equal to 4Km; the cumulative climbing height of the vacuum drainage main pipe is less than or equal to 5m (the maximum cumulative height should be corrected according to the local altitude); A finished product collection box is installed between the indoor gravity pipeline and the outdoor vacuum pipeline to convert gravity and vacuum flow state; the vacuum pipeline is laid in a zigzag or bag shape, and the minimum slope of the vacuum pipeline between the lifting bend or U-shaped bend is 0.002, and the lifting The distance between the bends is between 6 and 100m; each lifting bend or U-shaped pipe is provided with an inspection pipe leading to the ground; the drainage does not need a gravity slope, allowing upward transportation along the slope; each vacuum drainage system is provided with a vacuum tank , It can be buried outside the vacuum pump station or installed in the vacuum pump station; the vacuum pump station building is composed of ground and underground parts. Part of the power distribution cabinet and control cabinet are set up; the outlet of the drainage pump is connected to the sewage treatment facility or the municipal sewage pipe network; the exhaust pipe of the vacuum pump is discharged after being deodorized by the outdoor deodorizing biological filter; the vacuum pump station adopts dual power supply or dual circuit power supply.
室外真空排水系统以管径小(de80-200)、埋深浅(0.7~1.1m)、沟槽窄、无需设检查井、不用降水施工、沟槽不用打支护桩、排水系统不受河道和障碍物影响、污水处理站数量少、施工方便快捷、施工周期短的优势,而比重力排水系统大大缩减了污水管网系统的投资成本;同时真空排水系统全密闭无渗漏,无臭气外溢,卫生条件比重力系统优越;另外真空排水系统流速大,管网不易淤堵,后期管网维护费用比重力系统低;由于管道沟槽浅,还避免了出现人员伤亡事故及农舍建筑的倒塌;综上所述,室外真空排水系统用于替代室外重力排水系统综合优势明显。The outdoor vacuum drainage system is characterized by small pipe diameter (de80-200), shallow burial depth (0.7-1.1m), narrow groove, no need to set up inspection wells, no precipitation construction, no supporting piles for the groove, and no drainage system. Influenced by obstacles, fewer sewage treatment stations, convenient and fast construction, and short construction period, it greatly reduces the investment cost of sewage pipe network system compared with gravity drainage system; at the same time, the vacuum drainage system is fully sealed without leakage and no odor overflow. , the sanitary conditions are superior to the gravity system; in addition, the vacuum drainage system has a large flow rate, the pipe network is not easy to block, and the later maintenance cost of the pipe network is lower than that of the gravity system; due to the shallow groove of the pipeline, casualties and farmhouse building collapses are also avoided; To sum up, the comprehensive advantages of outdoor vacuum drainage system to replace outdoor gravity drainage system are obvious.
现有的室外真空排水系统用于农村时还存在以下问题需要解决:When the existing outdoor vacuum drainage system is used in rural areas, there are still the following problems that need to be solved:
1、当农村采用重力排水系统时,每户的出户管上设1个化粪池,该化粪池可截留大块污物和粪便(农户可自行清理),对于防止污水管网淤堵是非常简单有效的措施;而当前的室外真空排水系统在农户的出户管与污水干管之间所设污水收集箱的污水收集室容积过小,不能有效截留大块污物和粪便,也不便于农户清污。1. When the gravity drainage system is adopted in the countryside, a septic tank is installed on the outlet pipe of each household. The septic tank can retain large pieces of dirt and feces (the farmers can clean up by themselves). It is a very simple and effective measure; however, the volume of the sewage collection chamber of the sewage collection tank set up between the household outlet pipe and the sewage main pipe of the current outdoor vacuum drainage system is too small to effectively retain large pieces of dirt and feces. It is not convenient for farmers to clean up the pollution.
2、根据国土资源局的规定,要求真空泵站和污水处理站选址时不得占用耕地,不宜占用农用地,尽量采用基本建设用地;当前农村可提供的基本建设用地稀少,多数场合需要占用农用地,农用地地面以上只要有建筑就属于违法建筑,因此真空泵站不能有地上建筑,只能做成全地下结构。2. According to the regulations of the Bureau of Land and Resources, it is required that the vacuum pump station and the sewage treatment station shall not occupy arable land, and should not occupy the agricultural land, and try to use the capital construction land; the basic construction land that can be provided in the countryside is currently scarce, and agricultural land needs to be occupied in most occasions , As long as there are buildings above the ground of agricultural land, it is illegal construction, so the vacuum pump station cannot have above-ground buildings, but can only be made into an all-underground structure.
3、《室外真空排水系统工程技术规程》(CECS316:2012)推荐采用除臭生物滤池对真空泵排气进行处理,不仅占地面积大,而且从排出气体中截留的污染物附着在开敞的滤料层里对环境本身就存在二次污染,容易滋生蚊蝇,另外生物滤池还存在受环境影响大(特别是北方冬季),后期维护工作量大,不可间歇运行,管理操作需要专业人员等弊端。3. "Technical Regulations for Outdoor Vacuum Drainage System Engineering" (CECS316:2012) recommends the use of deodorizing biological filters to treat the exhaust of the vacuum pump, which not only covers a large area, but also the pollutants retained from the exhaust gas are attached to the open air. In the filter material layer, there is secondary pollution to the environment itself, and it is easy to breed mosquitoes and flies. In addition, the biological filter is also greatly affected by the environment (especially in northern winter). The later maintenance workload is large, and it cannot be operated intermittently. Professional management is required. and other disadvantages.
综上所述,室外真空排水系统虽然比重力排水系统优越,但还需要对系统中最核心的上述三个部分进行较大的改进才能够适应农村污水管网系统的建设。To sum up, although the outdoor vacuum drainage system is superior to the gravity drainage system, the above-mentioned three core parts of the system need to be greatly improved in order to adapt to the construction of the rural sewage pipe network system.
实用新型内容Utility model content
针对上述现有技术中存在的技术问题,本实用新型的目的是提供一种农村室外真空排水系统。In view of the technical problems existing in the above-mentioned prior art, the purpose of this utility model is to provide a rural outdoor vacuum drainage system.
为实现本实用新型的目的,本实用新型提供了一种农村室外真空排水系统,包括:化粪收集箱、真空排水管道及控制阀门、地埋式真空罐、地埋式预制真空泵站,In order to achieve the purpose of the utility model, the utility model provides a rural outdoor vacuum drainage system, including: a septic collection box, a vacuum drainage pipeline and a control valve, a buried vacuum tank, and a buried prefabricated vacuum pump station,
农户室内重力排水系统通过重力出户管排至各户室外的化粪收集箱中进行固液分离;所述农户室内重力排水管道设置的伸顶通气管;所述化粪收集箱通过真空排水管道以及控制阀门与地埋式真空罐连接,所述地埋式真空罐与地埋式预制真空泵站连接。The farmer's indoor gravity drainage system is discharged to the septic collection box outside each household through the gravity outlet pipe for solid-liquid separation; the farmer's indoor gravity drainage pipe is provided with an extended top ventilation pipe; the septic collection box is passed through the vacuum drainage pipe. And the control valve is connected with the buried vacuum tank, and the buried vacuum tank is connected with the buried prefabricated vacuum pump station.
其中,所述化粪收集箱与重力出户管之间设置有第三检查井。Wherein, a third inspection well is arranged between the septic collection box and the gravity outlet pipe.
其中,所述化粪收集箱用于重力排水与真空排水的转换器,同时也用于一定容积的截留粪便和大块沉渣的截存容器;根据真空阀所在舱室是否与粪便截存空间组合在一起,分为两种独立的方案:Among them, the septic collection box is used for the converter of gravity drainage and vacuum drainage, and is also used for a certain volume of feces and large sediments. Together, there are two separate scenarios:
第一种:所述化粪收集箱包括上部的阀室与下部的粪便截存空间,且上部的阀室与下部的粪便截存空间采用一体化结构;其中,下部的粪便截存空间分为三格,第一分格、第二分格以及第三分格,且三分格所占容积分别为50%、25%、25%;前两分格,第一分格和第二分格,具有截存大块污物及粪便的功能;第三分格收集相对清洁的污水作为真空管道抽吸污水的吸污槽;吸污槽上方为空间独立的阀室,阀室内设真空阀、控制器、感应管上端口、压力变送器及包括气动管道在内的连接管路;真空吸污管和感应管穿过阀室底部伸进第三分格距吸污槽底0.05~0.1m处;The first type: the septic collection box includes an upper valve chamber and a lower fecal storage space, and the upper valve chamber and the lower feces storage space adopt an integrated structure; wherein, the lower feces storage space is divided into Three grids, the first grid, the second grid and the third grid, and the volume of the three grids is 50%, 25%, 25% respectively; the first two grids, the first grid and the second grid , has the function of intercepting large pieces of dirt and feces; the third compartment collects relatively clean sewage as a sewage suction tank for vacuum pipeline suction sewage; above the sewage suction tank is a space independent valve chamber, and the valve chamber is equipped with a vacuum valve, The controller, the upper port of the induction pipe, the pressure transmitter and the connecting pipeline including the pneumatic pipe; the vacuum sewage suction pipe and the induction pipe extend through the bottom of the valve chamber into the third compartment, 0.05~0.1m from the bottom of the sewage suction tank place;
化粪收集箱的下部空间三个分隔之间设洞口相连通,其中第一分隔板的顶距顶板不少于0.1m,第二分隔板的顶比重力排水接户管底标高低不少于0.05m;第一分隔板距箱底0.5m以上设不少于2个过水孔洞;第一分格的顶部设通至地面的第一检查井,第二分格和第三分格之间的顶部设通至地面的第二检查井;阀室和检查井的井盖及井座采用重型防护井盖及井座;其中阀室的井盖应密闭且不设通气孔;化粪收集箱的覆土厚度不少于0.3m;化粪收集箱整体采用耐腐蚀、施工便捷的玻璃钢或PE材质;The three partitions in the lower space of the septic collection box are connected with openings. The distance between the top of the first partition board and the top board is not less than 0.1m, and the top of the second partition board is not lower than the bottom elevation of the gravity drainage pipe. less than 0.05m; no less than 2 water-passing holes are set on the first partition plate 0.5m above the bottom of the box; the top of the first compartment is provided with the first inspection well leading to the ground, the second compartment and the third compartment The top between the two inspection wells leading to the ground; the valve chamber and the manhole cover and the well seat of the inspection well are made of heavy-duty protective manhole cover and well seat; the manhole cover of the valve chamber should be sealed without ventilation holes; The thickness of the covering soil is not less than 0.3m; the whole septic collection box is made of FRP or PE material that is corrosion-resistant and convenient for construction;
污废水排入化粪收集箱的前两格时,比重较大的固体物质及寄生虫卵沉淀至池底,经发酵分解后的污废水分为糊状浮皮、澄清的污废液状的固体废渣,经过第二分格处理的污废液得到进一步无害化;流入第三分格的废液一般已经腐熟;流入第三格的污废水暂存在吸污槽内,水压变化通过感应管传递至控制器,当污水量达到预设容积时,控制器控制真空阀由关闭状态切换到开启状态,吸污槽内的污水与真空管道连通,污水被吸入真空管路中,吸入一定量的污水和空气后,吸污槽液位下降,真空阀自动复位;通过控制器可以调节真空阀开启的时长及气液混合液的流速;经过化粪收集箱处理后的污废水完成了固液分离的过程,固体废渣滞留在化粪收集箱的前两格内,污废水和废气排入真空管道最终排入真空罐。When the sewage is discharged into the first two compartments of the septic collection box, the solid matter and parasite eggs with a large specific gravity will settle to the bottom of the tank. The waste residue, the sewage and waste liquid treated by the second compartment is further harmless; the waste liquid flowing into the third compartment is generally decomposed; the sewage flowing into the third compartment is temporarily stored in the sewage suction tank, and the water pressure changes through the induction tube It is transmitted to the controller. When the amount of sewage reaches the preset volume, the controller controls the vacuum valve to switch from the closed state to the open state, the sewage in the sewage suction tank is connected to the vacuum pipeline, the sewage is sucked into the vacuum pipeline, and a certain amount of sewage is sucked in. After mixing with air, the liquid level of the sewage suction tank drops, and the vacuum valve is automatically reset; the opening time of the vacuum valve and the flow rate of the gas-liquid mixture can be adjusted by the controller; During the process, the solid waste remains in the first two compartments of the septic collection box, and the sewage and waste gas are discharged into the vacuum pipeline and finally discharged into the vacuum tank.
第二种:所述化粪收集箱包括上部的阀箱与下部的粪便截存空间,阀箱与粪便截存空间采用分开设置,真空阀设在独立的一个阀箱内;The second type: the septic collection box includes an upper valve box and a lower feces storage space, the valve box and the feces storage space are set separately, and the vacuum valve is arranged in an independent valve box;
真空吸污管与感应管穿过阀箱底部,从粪便截存空间第三分格侧壁距底部0.1m处伸入吸污槽;压力变送器的压力探头从第三分格的顶部压力探头接口伸入吸污槽底固定安装;压力变送器设于阀箱内;箱盖应密闭不设通气孔;当顶盖设于硬化地面时,阀箱塑料顶盖之上再增设重型防护井盖及井座;The vacuum sewage suction pipe and the induction pipe pass through the bottom of the valve box, and extend into the sewage suction tank from the side wall of the third compartment of the feces storage space at a distance of 0.1m from the bottom; the pressure probe of the pressure transmitter is pressed from the top of the third compartment. The probe interface extends into the bottom of the sewage suction tank for fixed installation; the pressure transmitter is installed in the valve box; the box cover should be sealed without ventilation holes; when the top cover is installed on the hardened ground, a heavy-duty protection is added on the plastic top cover of the valve box Manhole covers and well bases;
其中,下部的粪便截存空间分为三格,第一分格、第二分格以及第三分格,且三分格所占容积分别为50%、25%、25%;前两分格,第一分格和第二分格,具有截存大块污物及粪便的功能;第三分格收集相对清洁的污水作为真空管道抽吸污水的吸污槽;Among them, the lower part of the feces storage space is divided into three compartments, the first compartment, the second compartment and the third compartment, and the volume of the three compartments is 50%, 25%, 25% respectively; the first two compartments , the first compartment and the second compartment have the function of intercepting large pieces of dirt and feces; the third compartment collects relatively clean sewage as a sewage suction tank for vacuum pipe suction sewage;
化粪收集箱的下部空间三个分隔之间设洞口相连通,其中第一分隔板的顶距顶板不少于0.1m,第二分隔板的顶比重力排水接户管底标高低不少于0.05m;第一分隔板距箱底0.5m以上设不少于2个过水孔洞;第一分格的顶部设通至地面的第一检查井,第二分格和第三分格之间的顶部设通至地面的第二检查井;检查井的井盖及井座采用重型防护井盖及井座;化粪收集箱的覆土厚度不少于0.3m;化粪收集箱整体采用耐腐蚀、施工便捷的玻璃钢或PE材质;The three partitions in the lower space of the septic collection box are connected with openings. The distance between the top of the first partition board and the top board is not less than 0.1m, and the top of the second partition board is not lower than the bottom elevation of the gravity drainage pipe. less than 0.05m; no less than 2 water-passing holes are set on the first partition plate 0.5m above the bottom of the box; the top of the first compartment is provided with the first inspection well leading to the ground, the second compartment and the third compartment The top of the inspection well is set up with a second inspection well leading to the ground; the well cover and well seat of the inspection well shall be heavy-duty protective well cover and well seat; the thickness of the covering soil of the septic collection box shall not be less than 0.3m; the whole septic collection box shall be made of corrosion-resistant , FRP or PE material with convenient construction;
污废水排入化粪收集箱的前两格时,比重较大的固体物质及寄生虫卵沉淀至池底,经发酵分解后的污废水分为糊状浮皮、澄清的污废液状的固体废渣,经过第二分格处理的污废液得到进一步无害化;流入第三分格的废液一般已经腐熟;流入第三格的污废水暂存在吸污槽内,水压变化通过感应管传递至控制器,当污水量达到预设容积时,控制器控制真空阀由关闭状态切换到开启状态,吸污槽内的污水与真空管道连通,污水被吸入真空管路中,吸入一定量的污水和空气后,吸污槽液位下降,真空阀自动复位;通过控制器可以调节真空阀开启的时长及气液混合液的流速;经过化粪收集箱处理后的污废水完成了固液分离的过程,固体废渣滞留在化粪收集箱的前两格内,污废水和废气排入真空管道最终排入真空罐。When the sewage is discharged into the first two compartments of the septic collection box, the solid matter and parasite eggs with a large specific gravity will settle to the bottom of the tank. The waste residue, the sewage and waste liquid treated by the second compartment is further harmless; the waste liquid flowing into the third compartment is generally decomposed; the sewage flowing into the third compartment is temporarily stored in the sewage suction tank, and the water pressure changes through the induction tube It is transmitted to the controller. When the amount of sewage reaches the preset volume, the controller controls the vacuum valve to switch from the closed state to the open state, the sewage in the sewage suction tank is connected to the vacuum pipeline, the sewage is sucked into the vacuum pipeline, and a certain amount of sewage is sucked in. After mixing with air, the liquid level of the sewage suction tank drops, and the vacuum valve is automatically reset; the opening time of the vacuum valve and the flow rate of the gas-liquid mixture can be adjusted by the controller; During the process, the solid waste remains in the first two compartments of the septic collection box, and the sewage and waste gas are discharged into the vacuum pipeline and finally discharged into the vacuum tank.
其中,所述真空排水系统的管道包括真空排出管、真空排水支管、真空排水干管和第一检查管;其中,真空管道采用锯齿形或袋形敷设方式,提升弯或U型弯之间真空管道的最小坡度采用0.002,锯齿形敷设方式的提升弯之间的间距在6~100m之间;排水无需重力坡度,允许顺坡上行输送,管道连续爬坡时在45°上升段前设U型弯;每个提升弯或U型管处设通往地面的检查管;真空管道的流速控制在3~7m/s。Wherein, the pipeline of the vacuum drainage system includes a vacuum exhaust pipe, a vacuum drainage branch pipe, a vacuum drainage main pipe and a first inspection pipe; wherein, the vacuum pipeline adopts a zigzag or bag-shaped laying method, and the vacuum between the lifting bends or U-shaped bends is The minimum slope of the pipeline is 0.002, and the distance between the lifting bends of the zigzag laying method is between 6 and 100m; the drainage does not need a gravity slope, and the upward transportation is allowed. Each lifting bend or U-shaped pipe is provided with an inspection pipe leading to the ground; the flow rate of the vacuum pipe is controlled at 3-7m/s.
其中,所述真空管道采用高密度聚乙烯管及同质管件,电熔连接;或采用硬聚氯乙烯管及同质管件,粘接;真空管道当支管接入主管处及直线管道长度大于400m时,应设检修阀。Among them, the vacuum pipeline adopts high-density polyethylene pipe and homogeneous pipe fittings, and is connected by electrofusion; or adopts rigid PVC pipe and homogeneous pipe fittings, and is bonded; the vacuum pipeline is connected to the main pipe as a branch pipe and the length of the straight pipeline is more than 400m When the maintenance valve should be installed.
其中,所述地埋式真空罐内压力维持在-0.06~-0.07MPa之间,罐体承压应不小于-0.095MPa;地埋式真空罐内最高液位不应超过罐体有效高度的1/2。Among them, the pressure in the buried vacuum tank should be maintained between -0.06~-0.07MPa, and the pressure of the tank should not be less than -0.095MPa; the maximum liquid level in the buried vacuum tank should not exceed the effective height of the tank. 1/2.
其中,所述地埋式预制真空泵站其布置的位置靠近污水处理站或在真空排水系统中心位置;采用地埋式一体化结构,内设真空泵、排水泵、潜污泵、臭氧除臭装置,泵站外的地面设配电柜和控制柜,所述真空泵将地埋式真空罐内的气体吸入除臭装置处理后排放,所述排水泵将污废水排至污水处理站或市政污水管道,在真空泵站内完成气液分离的过程。Among them, the buried prefabricated vacuum pump station is located close to the sewage treatment station or in the center of the vacuum drainage system; it adopts a buried integrated structure, and is equipped with a vacuum pump, a drainage pump, a submersible sewage pump, and an ozone deodorization device. The ground outside the pump station is equipped with a power distribution cabinet and a control cabinet. The vacuum pump sucks the gas in the buried vacuum tank into the deodorization device for treatment and then discharges it. The drainage pump discharges the sewage to the sewage treatment station or municipal sewage pipeline. The process of gas-liquid separation is completed in the vacuum pump station.
其中,真空泵为两台或两台以上具有相同运行能力,噪声低,效率高的旋叶式真空泵,其中一台为备用泵;所述真空泵进气管与地埋式真空罐顶部连接,所述真空泵出气管接臭氧除臭装置。Among them, the vacuum pumps are two or more rotary vane vacuum pumps with the same operating capacity, low noise and high efficiency, one of which is a backup pump; the intake pipe of the vacuum pump is connected to the top of the buried vacuum tank, and the vacuum pump The outlet pipe is connected to the ozone deodorizing device.
其中,排水泵为两台或两台以上同型号,低噪声干式安装,带切割功能的离心排水泵,设置一台备用泵;排水泵与地埋式真空罐的底部相连,其排水能力应满足真空罐的排水要求。Among them, two or more drainage pumps of the same model, low-noise dry installation, centrifugal drainage pumps with cutting function, and a spare pump are provided; the drainage pump is connected to the bottom of the buried vacuum tank, and its drainage capacity should be Meet the drainage requirements of the vacuum tank.
其中,所述地埋式预制真空泵站内设置集水坑,所述集水坑用于收集少量管道漏水,所述集水坑内设置有由1台潜污泵,所述潜污泵出水管上设污水专用止回阀和闸阀;潜污泵排水管与排水泵排出管汇合后排至室外。Wherein, a sump is set in the buried prefabricated vacuum pump station. The sump is used to collect a small amount of leaking water from the pipeline. The sump is provided with a submersible sewage pump, and the outlet pipe of the submersible sewage pump is provided with a set of submersible sewage pumps. Sewage special check valve and gate valve; the submersible sewage pump drainage pipe and the drainage pump discharge pipe are combined and discharged to the outdoor.
与现有技术相比,本实用新型的有益效果为,本实用新型涉及一种满足农村使用条件的生活污水室外真空排水系统,解决了当前农村普遍采用的室外重力排水系统埋深和管径大,造价高,易堵塞,易渗漏,施工繁琐,施工周期较长,维护难,环境卫生条件差,污水站多,管理困难等问题;在保留了现有的真空管道敷设方式,并维持现有室外真空排水系统管径小、埋深浅,无渗漏,不影响周围环境,施工方便快捷、施工周期短,输送距离远的优势和基础上,首先将现有系统中收集箱的流态转换功能与传统户用化粪池的拦截化粪功能相结合,实现了污水气液固三相分离,避免大块污染物进入管网,可有效避免真空管道堵塞问题;同时将真空泵站的形式从传统的地上+地下式改为地埋式预制泵站,不仅能满足农用土地使用的有关规定,而且还缩短和简化了施工周期和步骤;另外将真空泵排气管出口所设除臭生物滤池改为设于真空泵站内的臭氧除臭装置,在避免二次污染的同时,改善了生物滤池受环境影响大,后期维护工作量大,不可间歇运行,管理操作需要专业人员等弊端,操作更加简便,处理效果更加稳定,并节省了占地面积。Compared with the prior art, the beneficial effect of the utility model is that the utility model relates to an outdoor vacuum drainage system for domestic sewage that meets the conditions of use in rural areas, and solves the problem of the buried depth and large pipe diameter of the outdoor gravity drainage system commonly used in rural areas. , high cost, easy blockage, easy leakage, cumbersome construction, long construction period, difficult maintenance, poor sanitation conditions, many sewage stations, difficult management and other problems; The outdoor vacuum drainage system has the advantages of small pipe diameter, shallow burial depth, no leakage, does not affect the surrounding environment, convenient and fast construction, short construction period, and long conveying distance. The function is combined with the interception function of the traditional household septic tank to realize the three-phase separation of sewage gas, liquid and solid, avoid large pollutants entering the pipe network, and effectively avoid the problem of vacuum pipeline blockage; at the same time, the form of the vacuum pump station is changed from The traditional above-ground + underground type is changed to a buried prefabricated pump station, which can not only meet the relevant regulations on agricultural land use, but also shorten and simplify the construction period and steps; in addition, the deodorization biological filter set at the outlet of the vacuum pump exhaust pipe It is changed to an ozone deodorization device located in the vacuum pump station. While avoiding secondary pollution, it improves the disadvantages of the biological filter, which is greatly affected by the environment, requires a large amount of maintenance work in the later period, cannot be operated intermittently, and requires professionals for management and operation. It is simple, the processing effect is more stable, and the floor space is saved.
附图说明Description of drawings
图1所示为本申请农村室外真空排水系统的结构示意图;Fig. 1 shows the structural representation of the rural outdoor vacuum drainage system of the present application;
图2所示为本申请化粪收集箱第一种实施例的结构示意图;Fig. 2 shows the structural representation of the first embodiment of the septic collection box of the application;
图3所示为本申请化粪收集箱第二种实施例的结构示意图;Fig. 3 shows the structural representation of the second embodiment of the septic collection box of the application;
图4所示为本申请地埋式预制真空泵站的结构示意图;Fig. 4 shows the structural schematic diagram of the buried prefabricated vacuum pump station of the application;
图中,1-通气管,2-重力出户管,3-第三检查井,4-化粪收集箱,5-真空排出管,6-真空排水干管,7-真空排水支管,8-提升弯,9-第一检查管,10-检查孔,11-第二检查管,12-地埋式真空罐,13-排气管,14-地埋式预制真空泵站,15-压力排水管,16-地坪,17-控制柜,18-配电柜,19-基础,20-真空罐压力变送器接口,In the figure, 1-vent pipe, 2-gravity outlet pipe, 3-third inspection well, 4-septic collection box, 5-vacuum discharge pipe, 6-vacuum drainage main pipe, 7-vacuum drainage branch pipe, 8- Lifting bend, 9-first inspection pipe, 10-inspection hole, 11-second inspection pipe, 12-buried vacuum tank, 13-exhaust pipe, 14-buried prefabricated vacuum pump station, 15-pressure drain pipe , 16-floor, 17-control cabinet, 18-power distribution cabinet, 19-basic, 20-vacuum tank pressure transmitter interface,
41-第一检查井,42-第一检查井井盖,43-第二检查井,44-第二检查井井盖,45-粪便截存空间,46-阀室,47-阀室盖,48-控制器,49-真空阀,410-监控线接口,411-真空排出管,412-压力变送器接口,413-感应管,41- first inspection well, 42- first inspection well cover, 43- second inspection well, 44- second inspection well cover, 45- excrement storage space, 46- valve chamber, 47- valve chamber cover, 48- Controller, 49-vacuum valve, 410-monitoring line interface, 411-vacuum discharge pipe, 412-pressure transmitter interface, 413-sensing pipe,
141-潜污泵,142-集水坑,143-止回阀,144-闸阀,145-转子流量计,146-臭氧发生器,147-截止阀,148-人孔,149-排气管,1410-无动力风帽,1411-压力传感器,1412-槽钢底座,1413-排风管,1414-真空表。141-submersible sewage pump, 142-sump, 143-check valve, 144-gate valve, 145-rotameter, 146-ozone generator, 147-stop valve, 148-manhole, 149-exhaust pipe, 1410 - Unpowered hood, 1411 - Pressure sensor, 1412 - Channel steel base, 1413 - Exhaust pipe, 1414 - Vacuum gauge.
具体实施方式Detailed ways
以下结合附图和具体实施例对本实用新型作进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本实用新型,并不用于限定本实用新型。The present utility model will be described in further detail below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not intended to limit the present invention.
需要说明的是,在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。It should be noted that the embodiments in the present application and the features of the embodiments may be combined with each other in the case of no conflict.
如图1-图4所示,本实用新型涉及一种满足农村使用条件的生活污水室外真空排水系统,解决了当前农村普遍采用的室外重力排水系统埋深和管径大,造价高,易堵塞,易渗漏,施工繁琐,施工周期较长,维护难,环境卫生条件差,污水站多,管理困难等问题;在保留了现有的真空管道敷设方式,并维持现有室外真空排水系统管径小、埋深浅,无渗漏,不影响周围环境,施工方便快捷、施工周期短,输送距离远的优势和基础上,首先将现有系统中收集箱的流态转换功能与传统户用化粪池的拦截化粪功能相结合,实现了污水气液固三相分离,避免大块污染物进入管网,可有效避免真空管道堵塞问题;同时将真空泵站的形式从传统的地上+地下式改为地埋式预制泵站,不仅能满足农用土地使用的有关规定,而且还缩短和简化了施工周期和步骤;另外将真空泵排气管出口所设除臭生物滤池改为设于真空泵站内的臭氧除臭装置,在避免二次污染的同时,改善了生物滤池受环境影响大,后期维护工作量大,不可间歇运行,管理操作需要专业人员等弊端,操作更加简便,处理效果更加稳定,并节省了占地面积。As shown in Figures 1 to 4, the utility model relates to an outdoor vacuum drainage system for domestic sewage that meets the conditions of use in rural areas, and solves the problem that the outdoor gravity drainage system commonly used in rural areas has large buried depth and large pipe diameter, high cost and easy blockage. , easy leakage, cumbersome construction, long construction period, difficult maintenance, poor sanitation conditions, many sewage stations, difficult management and other problems; the existing vacuum pipeline laying method is retained, and the existing outdoor vacuum drainage system pipes are maintained. Small diameter, shallow burial depth, no leakage, no impact on the surrounding environment, convenient and fast construction, short construction period, and long conveying distance. The combination of the interception and septic function of the septic tank realizes the three-phase separation of sewage gas, liquid and solid, prevents large pollutants from entering the pipe network, and effectively avoids the problem of vacuum pipeline blockage; at the same time, the form of the vacuum pump station is changed from the traditional above-ground + underground type. The change to a buried prefabricated pump station can not only meet the relevant regulations on the use of agricultural land, but also shorten and simplify the construction period and steps; in addition, the deodorizing biological filter set at the outlet of the exhaust pipe of the vacuum pump is changed to be set in the vacuum pump station. The new ozone deodorization device, while avoiding secondary pollution, improves the disadvantages of the biological filter, which is greatly affected by the environment, the later maintenance workload is large, it cannot be operated intermittently, and the management operation requires professionals. The operation is simpler and the treatment effect is more stable. , and saves floor space.
本实用新型包括化粪收集箱4、真空排水管道及控制阀门、地埋式真空罐12、地埋式预制真空泵站14(包括真空泵、排水泵、潜污泵141、臭氧除臭装置、室外配电柜18和控制柜17)组成,其主要流程为:农户室内重力排水系统通过重力出户管2排至各户室外的化粪收集箱4中进行固液分离(污泥沉渣由农户或专人定期清掏);室内重力排水管道设置的伸顶通气管1,有助于化粪收集箱4内空气压力的平衡,使真空阀49工作状态正常,可取代现有成品收集箱的进气管;化粪收集箱4与重力出户管2之间如接管较多或接管不畅,可以增设第三检查井3相连接;当化粪收集箱4中连接真空吸水管和真空阀的第三分格内的污水达到预设的容积时,感应管的水压激活气动控制器,该控制器打开真空阀49,第三分格(吸污槽)内的污水在外界大气压力和管内真空负压共同作用下,污废水被迅速排走;大量空气随污水进入真空阀49后的真空管道(气水比例约为3:1~15:1),推动污水沿管道输送到地埋式真空罐12;当地埋式真空罐12内的水位达到一定高度时,设于地埋式预制真空泵站14内的排水泵自动开启将罐内污水排至污水处理站或市政污水管网,到预定低水位时自动停泵;设于地埋式预制真空泵站14内的真空泵的吸气管连接至地埋式真空罐12罐顶,根据罐内的真空度通过吸气管上的压力传感器自动启停真空泵以维持罐内真空压力在-0.06MPa~-0.07MPa之间;真空泵与排水泵不同时开启;臭氧发生器146产生的臭氧经转子流量计在射流器内与真空泵排出的气体混合反应后排至室外;系统的设计计算参照CECS316:2012执行;The utility model includes a septic collection box 4, a vacuum drainage pipeline and a control valve, an
一、化粪收集箱:1. Septic collection box:
化粪收集箱4是室外真空排水系统中的一个重要的组成部分,既是重力排水与真空排水的转换器,同时也是具备一定容积的截留粪便和大块沉渣的截存容器;根据真空阀所在舱室是否与粪便截存空间组合在一起,分为两种独立的方案。The septic collection tank 4 is an important part of the outdoor vacuum drainage system. It is not only a converter of gravity drainage and vacuum drainage, but also a storage container with a certain volume to trap feces and large pieces of sediment; according to the compartment where the vacuum valve is located Whether it is combined with the fecal storage space or not, it is divided into two independent programs.
方案1plan 1
如图2所示,上部的阀室46与下部的粪便截存空间45采用一体化结构;化粪收集箱4下部分为三格,第一分格、第二分格以及第三分格,三格所占容积分别为50%、25%、25%;前两格具有截存大块污物及粪便的功能,总有效容积约为1立方米;第三分格收集相对清洁的污水作为真空管道抽吸污水的吸污槽;吸污槽上方为空间独立的阀室46,阀室46内设真空阀49、控制器48、感应管413上端口、压力变送器接口412及包括气动管道在内的连接管路;真空吸污管和感应管413穿过阀室47底部伸进分格3距吸污槽底0.05~0.1m处。As shown in Figure 2, the
化粪收集箱4的下部空间三个分隔之间设洞口相连通,其中第一分隔板的顶距顶板不少于0.1m,第二分隔板的顶比重力排水接户管底标高低不少于0.05m;第一分隔板距箱底0.5m以上设不少于2个过水孔洞(尺寸不小于0.1x0.1m)。第一分格的顶部设通至地面的第一检查井41,第二分格和第三分格之间的顶部设通至地面的第二检查井43;阀室和检查井的井盖及井座采用重型防护井盖及井座;其中阀室的井盖应密闭且不设通气孔;化粪收集箱4的覆土厚度不少于0.3m;化粪收集箱4整体采用耐腐蚀、施工便捷的玻璃钢或PE材质,其构造要求参照行业标准《玻璃钢化粪池技术要求》(CJ/T409-2012),形状采用长方形或椭圆形。The three partitions in the lower space of the septic collection box 4 are connected with openings, wherein the top of the first partition plate is not less than 0.1m away from the top plate, and the top of the second partition plate is lower than the bottom elevation of the gravity drainage pipe Not less than 0.05m; no less than 2 water-passing holes (dimensions not less than 0.1x0.1m) are set above the first partition plate 0.5m from the bottom of the box. The top of the first compartment is provided with a first inspection well 41 leading to the ground, and the top between the second compartment and the third compartment is provided with a second inspection well 43 leading to the ground; the valve chamber and the manhole cover and well of the inspection well The seat adopts heavy-duty protective manhole cover and well seat; the manhole cover of the valve room should be sealed without ventilation holes; the thickness of the covering soil of the septic collection box 4 is not less than 0.3m; Or PE material, its structural requirements refer to the industry standard "FRP Septic Tank Technical Requirements" (CJ/T409-2012), and the shape is rectangular or oval.
化粪收集箱4的工作原理为沉淀-分解-分离;污废水排入化粪收集箱4的前两格时,比重较大的固体物质及寄生虫卵等沉淀至池底,经发酵分解后的污废水分为糊状浮皮、澄清的污废液状的固体废渣,经过第二分格处理的污废液得到进一步无害化;流入第三分格的废液一般已经腐熟,其中的病菌和寄生虫卵已基本杀灭,此时的污废水已经达到基本无害化;流入第三分格的污废水暂存在吸污槽内,水压(水位)变化通过感应管传递至控制器48,当污水量达到预设容积时,控制器48控制真空阀49由关闭状态切换到开启状态,吸污槽内的污水与真空管道连通,污水被吸入真空管路中,吸入一定量的污水和空气后,吸污槽液位下降,真空阀49自动复位;通过控制器48可以调节真空阀49开启的时长及气液混合液的流速;系统采用现场总线网络监控收集箱内的真空阀49开启状态及吸污槽污水超高液位状态信号以确保其正常运行;经过化粪收集箱4处理后的污废水完成了固液分离的过程,固体废渣滞留在化粪收集箱的前两格内,污废水和废气排入真空管道最终排入地埋式真空罐12。The working principle of the septic collection box 4 is precipitation-decomposition-separation; when the sewage is discharged into the first two grids of the septic collection box 4, the solid matter with a larger specific gravity and the parasite eggs are precipitated to the bottom of the tank, and after fermentation and decomposition The sewage is divided into paste-like floating skin and clarified sewage-liquid-like solid waste. The sewage treated in the second compartment is further harmless; the waste that flows into the third compartment is generally decomposed, and the bacteria in it and parasite eggs have been basically killed, the sewage at this time has been basically harmless; the sewage flowing into the third compartment is temporarily stored in the sewage suction tank, and the change of water pressure (water level) is transmitted to the controller 48 through the induction tube , when the amount of sewage reaches the preset volume, the controller 48 controls the vacuum valve 49 to switch from the closed state to the open state, the sewage in the sewage suction tank is connected to the vacuum pipeline, the sewage is sucked into the vacuum pipeline, and a certain amount of sewage and air is sucked in After that, the liquid level of the sewage suction tank drops, and the vacuum valve 49 is automatically reset; the opening time of the vacuum valve 49 and the flow rate of the gas-liquid mixture can be adjusted by the controller 48; the system adopts the field bus network to monitor the open state of the vacuum valve 49 in the collection box And the high-level status signal of sewage in the sewage suction tank to ensure its normal operation; the sewage after treatment in the septic collection box 4 has completed the process of solid-liquid separation, and the solid waste remains in the first two compartments of the septic collection box. The sewage and waste gas are discharged into the vacuum pipeline and finally discharged into the buried
沉积在池底的污泥要及时清掏,以免沉渣和污泥进入吸污槽,影响真空排水系统的运行;污泥清掏周期为3~6个月。The sludge deposited at the bottom of the pool should be removed in time to prevent the sludge and sludge from entering the sewage suction tank and affecting the operation of the vacuum drainage system; the sludge removal period is 3 to 6 months.
真空阀49是真空排水系统中一个重要的设备,是真空排水系统中隔离真空状态与大气状态的界面阀;真空阀49、配套的控制器48及气动管路均采购成品;真空阀49采用耐腐蚀的负压气动隔膜式真空阀或活塞角座阀;阀的启闭由真空气动控制,污水液位由感应管传递,动作压力宜为-1.25~-2kPa(不宜大于-0.15KPa),开启时间范围为3~10s;阀的通径为75mm,材质为ABS;设置手动按钮,可手动控制使真空阀49开启;在取真空口与控制器48连接的软管上设止回阀143,以防止潮湿气体从真空管道进入控制器。The
为方便查看真空阀49的工作次数,阀帽处透明观察窗内设置6位工作计数,且阀帽处设有非接触式阀位开关,通过信号电缆将真空阀状态传递至监控系统。In order to easily check the working times of the
高液位报警装置采用压力变送器,压力探头通过阀室底部的压力变送器接口伸入吸污槽底固定安装;当收集箱内液位达到该报警液位时,高液位报警信号传至监控系统。The high liquid level alarm device adopts a pressure transmitter, and the pressure probe extends into the bottom of the sewage suction tank through the pressure transmitter interface at the bottom of the valve chamber for fixed installation; when the liquid level in the collection tank reaches the alarm liquid level, the high liquid level alarm signal to the monitoring system.
化粪收集箱的阀室配置了实时监视系统,监测真空阀开启状态及高报警液位,并最终在真空泵站控制柜显示;阀室侧壁设报警监控线接口,真空阀及液位报警装置的监控电缆与随真空管路共槽铺设的系统监控线缆相连接,以便统一进行埋设。The valve chamber of the septic collection tank is equipped with a real-time monitoring system to monitor the opening state of the vacuum valve and the high alarm liquid level, and finally display it in the control cabinet of the vacuum pump station; the side wall of the valve chamber is equipped with an alarm monitoring line interface, a vacuum valve and a liquid level alarm device The monitoring cable is connected with the system monitoring cable laid in the same groove with the vacuum pipeline for unified burial.
真空吸污管和感应管413可采用聚乙烯(PE)、聚氯乙烯(PVC)等耐腐蚀材料。The vacuum sewage suction pipe and the
方案2
如图3所示,阀室46与粪便截存空间45采用分开设置,真空阀49设在独立的一个阀箱内;As shown in FIG. 3 , the
真空吸污管与感应管413穿过阀箱底部,从化粪收集箱第三分格侧壁距底部0.1m处伸入吸污槽;压力变送器的压力探头从第三分格的顶部压力探头接口伸入吸污槽底固定安装;压力变送器设于阀箱内;阀箱及箱盖可采用聚乙烯(PE)、聚氯乙烯(PVC)或合成材料;箱盖应密闭不设通气孔;当顶盖设于硬化地面时,阀箱塑料顶盖之上再增设重型防护井盖及井座。The vacuum sewage suction pipe and the
其余的方案与方案1相同。The rest of the scheme is the same as scheme 1.
二、真空排水管道及控制阀门:2. Vacuum drainage pipeline and control valve:
真空排水系统的管道由真空排出管5、真空排水支管7、真空排水干管6和检查管组成;真空管道采用锯齿形或袋形敷设方式,提升弯或U型弯之间真空管道的最小坡度采用0.002,锯齿形敷设方式的提升弯之间的间距在6~100m之间;排水无需重力坡度,允许顺坡上行输送,管道连续爬坡时在45°上升段前设U型弯;每个提升弯或U型管处设通往地面的检查管;真空管道的流速控制在3~7m/s。The pipeline of the vacuum drainage system consists of a
管道采用高密度聚乙烯(HDPE)管及同质管件,电熔连接;或采用硬聚氯乙烯(PVC-U)管及同质管件,粘接;管道公称压力应≧1MPa;管道施工安装参照行业标准《埋地聚乙烯给水管道工程技术规程》CJJ101及《埋地硬聚氯乙烯给水管道工程技术规程》CECS17。The pipeline shall be made of high-density polyethylene (HDPE) pipe and homogeneous pipe fittings, and connected by electrofusion; or rigid polyvinyl chloride (PVC-U) pipe and homogeneous pipe fittings shall be used for bonding; the nominal pressure of the pipe should be ≧ 1MPa; refer to the construction and installation of the pipe Industry standard "Technical Regulations for Buried Polyethylene Water Supply Pipeline Engineering" CJJ101 and "Technical Regulations for Buried Rigid Polyvinyl Chloride Water Supply Pipeline Engineering" CECS17.
真空管道当真空排水支管7接入真空排水干管6处及直线管道长度大于400m时,应设检修阀;阀门采用内壁耐腐蚀的免维护直埋闸,阀门的公称压力应≧1MPa。For vacuum pipelines, when the vacuum drainage branch pipe 7 is connected to the vacuum drainage main pipe 6 and the length of the straight pipeline is greater than 400m, an inspection valve shall be provided; the valve adopts a maintenance-free direct-buried gate with corrosion-resistant inner wall, and the nominal pressure of the valve shall be ≧1MPa.
三、地埋式真空罐:3. Buried vacuum tank:
地埋式真空罐12内压力维持在-0.06~-0.07MPa之内,罐体承压应不小于-0.095MPa;地埋式真空罐12内最高液位不应超过罐体有效高度的1/2,当超过最高液位时,设于罐内的液位控制信号应自动关闭真空泵并报警;罐侧壁设压力式液位变送器,设4个液位控制点(排水泵开泵和停泵液位、超高和超低报警液位);真空罐采用碳钢材质焊接制作,内外壁做防腐处理(如涂覆环氧树脂),罐体外形为长方形或椭圆形,卧式安装;真空罐在地面设检查孔;罐顶覆土厚度应不少于0.4m,以便于地面绿化和抗浮;真空罐的设计应考虑浮力的影响,并与基础牢固固定;地埋式真空罐+地埋式真空泵站的示意图见图4。The pressure in the buried
四、地埋式预制真空泵站:4. Buried prefabricated vacuum pump station:
地埋式预制真空泵站14是室外真空排水系统的核心,其布置的位置宜靠近污水处理站或在真空排水系统中心位置;地埋式预制真空泵站14采用地埋式一体化结构,内设真空泵、污水泵、潜污泵141、臭氧除臭装置,泵站外的地面设配电柜和控制柜;真空泵将真空罐内的气体吸入除臭装置处理后排放,排水泵将污废水排至污水处理站或市政污水管道,在真空泵站内完成气液分离的过程。如图4所示。The buried prefabricated vacuum pumping station 14 is the core of the outdoor vacuum drainage system, and its location should be close to the sewage treatment station or in the center of the vacuum drainage system; the buried prefabricated vacuum pumping station 14 adopts the buried integrated structure and is equipped with a vacuum pump , sewage pump,
1、真空泵1. Vacuum pump
真空泵采用定型产品,宜选用两台或两台以上具有相同运行能力,噪声低,效率高的旋叶式真空泵,其中一台为备用泵;真空泵进气管与地埋式真空罐顶部连接,真空泵出气管接除臭装置;真空泵的进出气管均设控制阀门和橡胶接头;真空泵组进气总管上设压力传感器1411与真空泵控制系统连锁,根据真空度的大小自动启停真空泵;真空泵组出气总管上设真空表,可供现场维护人员目测系统真空度;为了节省安装空间,真空泵设槽钢框架上下叠拼安装。The vacuum pump is a stereotyped product, and two or more rotary vane vacuum pumps with the same operating capacity, low noise and high efficiency should be selected, one of which is a backup pump; the intake pipe of the vacuum pump is connected to the top of the buried vacuum tank, and the vacuum pump out The air pipe is connected to the deodorization device; the air inlet and outlet pipes of the vacuum pump are equipped with control valves and rubber joints; the
2、污水泵2. Sewage pump
污水泵宜选用两台或两台以上同型号,低噪声干式安装,带切割功能的离心排水泵,设置一台备用泵;污水泵与地埋式真空罐的底部相连,其排水能力应满足真空罐的排水要求;污水泵吸水管上设橡胶接头和污水专用闸阀,出水管上设橡胶接头、压力表、污水专用止回阀143和闸阀144;排水泵应能在-0.06MPa~-0.07MPa的负压下正常工作;污水泵的启停由真空罐液位控制装置(压力变送器)联动控制;排水泵底部设槽钢底座1412与真空泵站地面连接。Two or more of the same type of sewage pump should be selected, low-noise dry installation, centrifugal drainage pump with cutting function, and a spare pump; the sewage pump is connected to the bottom of the buried vacuum tank, and its drainage capacity should meet the The drainage requirements of the vacuum tank; the suction pipe of the sewage pump is provided with a rubber joint and a special gate valve for sewage, and the water outlet pipe is provided with a rubber joint, a pressure gauge, a
3、潜污泵3. Submersible sewage pump
真空泵站内少量管道漏水流入集水坑142,由1台流量不小于0.5L/S,扬程不小于排水泵扬程的潜污泵压力排放;潜污泵141出水管上设污水专用止回阀143和闸阀144;潜污泵141排水管与排水泵排出管汇合后排至室外;潜污泵141由液位控制系统自动启停。A small amount of leaked water in the vacuum pump station flows into the
4、臭氧除臭装置4. Ozone deodorization device
臭氧具有极强的氧化能力,其氧化还原电位为2.07V,仅次于氟,高于氯和二氧化氯。农村排放的污废水所散发的臭气主要成分有硫化氢、硫醇类、硫醚类等含硫化合物,氨、胺等胺类,醇类,脂肪类,醛类等几十种物质,其中含量最多的是硫化氢和氨。这些恶臭气体在臭氧的作用下大分子物质被分解为小分子物质、水和无害气体,从而达到除臭的目的。Ozone has extremely strong oxidizing power, and its redox potential is 2.07V, second only to fluorine and higher than chlorine and chlorine dioxide. The main components of the odor emitted by the sewage discharged from rural areas are hydrogen sulfide, mercaptans, sulfides and other sulfur-containing compounds, ammonia, amines and other amines, alcohols, fats, aldehydes and other dozens of substances. The most abundant are hydrogen sulfide and ammonia. These odorous gases are decomposed into small molecular substances, water and harmless gases under the action of ozone, so as to achieve the purpose of deodorization.
臭氧除臭装置设置在真空泵站内,主要包括臭氧发生器146、转子流量计145、压力调节阀和射流器;臭气和臭氧分别在真空泵和臭氧发生器的作用下输送至射流器中,二者在其中进行充分混合反应,反应后的无味物质通过管道排放到室外大气中,室外排气出口出地面应不少于0.8m,末端设弯管,管口设20~30目不锈钢网罩防虫;臭氧发生器采用空气源、空气冷却型设备,臭氧发生量控制在1~2g/立方米*小时。The ozone deodorizing device is set in the vacuum pump station, mainly including
5、管道及阀门5. Pipes and valves
真空管道、压力排水管采用镀锌钢管时,DN≦80时采用丝接,DN>80时,沟槽连接;真空管道、压力排水管采用ABS、CPVC、PVC-U等塑料给水管时,采用粘接;臭氧管采用聚丁烯(PB)管,熔接,或采用S31603、S31608薄壁不锈钢管,承插焊接(焊接时,焊口处应设惰性气体保护)。When galvanized steel pipes are used for vacuum pipes and pressure drainage pipes, wire connections are used when DN ≤ 80, and groove connections are used when DN > 80; Bonding; the ozone tube adopts polybutene (PB) tube, welded, or S31603, S31608 thin-walled stainless steel tube, socket welding (when welding, the welding joint should be protected by inert gas).
臭氧管路上的阀门和附件应能耐臭氧;真空管及压力排水管上的阀门公称压力应不小于1MPa。The valves and accessories on the ozone pipeline should be resistant to ozone; the nominal pressure of the valves on the vacuum pipe and pressure drain pipe should not be less than 1MPa.
6、电源与控制要求6. Power and control requirements
地埋式预制真空泵站供电电源采用双电源或双回路;排水泵与真空泵不同时工作;臭氧发生器与真空泵的启停联动控制运行;真空泵站在断电的情况下应能发出故障信号;当发生真空罐内的水位超高超低、排水泵或真空泵停止工作、真空泵或排水泵超时运行、真空罐内真空度超高或超低时,泵站的控制系统应能进行报警;控制系统配备设备监测系统和远程监视接入端口。The power supply of the buried prefabricated vacuum pump station adopts dual power sources or double circuits; the drainage pump and the vacuum pump do not work at the same time; the start and stop of the ozone generator and the vacuum pump are controlled to operate; the vacuum pump station should be able to send a fault signal in the event of a power failure; When the water level in the vacuum tank is super high or super low, the drain pump or vacuum pump stops working, the vacuum pump or drain pump runs overtime, and the vacuum level in the vacuum tank is super high or super low, the control system of the pump station should be able to give an alarm; the control system is equipped with equipment Monitoring system and remote monitoring access ports.
地埋式预制真空泵站室外地面设防护等级不低于IP65的防雨、防尘型控制柜和配电柜;控制柜和配电柜采用混凝土基础,基础上皮高出地面不少于0.5m,防止水淹。The outdoor ground of the buried prefabricated vacuum pump station shall be equipped with rain-proof and dust-proof control cabinets and power distribution cabinets with a protection level of not lower than IP65; Prevent flooding.
7、其他7. Other
地埋式预制真空泵站采用工厂一体化预制,现场埋设;预制泵站顶板覆土厚度应不少于0.4m,以便于地面绿化覆盖和抗浮;泵站的设计应考虑浮力的影响,并与基础牢固固定;泵站的人孔148出地面不少于0.5m,防止水淹;人孔处设0.4m宽不锈钢爬梯,方便人员进出;泵站整体采用耐腐蚀、施工便捷的玻璃钢或PE材质,外形上采用长方形或正方形;泵站的顶板设无动力风帽1410,风帽高出地面不少于0.7m。The buried prefabricated vacuum pumping station adopts factory-integrated prefabrication and is buried on site; the thickness of the top plate of the prefabricated pumping station shall not be less than 0.4m, so as to facilitate the ground green coverage and anti-floating; the design of the pumping station shall consider the influence of buoyancy, and shall Firmly fixed; the
真空泵站内的其他要求应符合《室外真空排水系统技术规程》(CECS316:2012)的规定。Other requirements in the vacuum pumping station shall comply with the "Technical Regulations for Outdoor Vacuum Drainage System" (CECS316:2012).
本实用新型为符合农村使用条件的室外真空排水系统,可用于替代传统的室外重力排水系统和现有的室外真空排水系统。实用新型中真空阀所在舱室既可与粪便截存空间组合在一起,也可分开设置;化粪收集箱及其附件除上述优选的形状和材质外,允许采用圆柱形等更多形状,复合材料、HDPE、不锈钢等更多的材料;真空阀除采用上述优选的通径外,允许采用60mm、90mm等其他口径;真空阀除优选上述气动阀外,允许采用气动-电动阀和电动阀;真空罐除上述优选的卧式罐外,还可采用立式罐;真空罐除上述优选的形状和材质外,还可采用圆柱形等更多的形状,采用塑料(或复合材料)等多种材质;真空罐除上述优选的埋地敷设外,还可设于真空泵站内;预制真空泵站除上述优选的材质和形状外,可采用复合材料、钢筋混凝土等更多的材质选,圆柱形、多边形等更多的外形;臭氧除臭装置的混合反应器,除采用上述优选的射流器外,还可采用反应罐、反应器等其他混合反应装置。对以上权利要求均应实施保护。The utility model is an outdoor vacuum drainage system conforming to the conditions of use in rural areas, which can be used to replace the traditional outdoor gravity drainage system and the existing outdoor vacuum drainage system. The compartment where the vacuum valve is located in the utility model can be combined with the feces storage space, or can be set separately; in addition to the above-mentioned preferred shapes and materials, the septic collection box and its accessories are allowed to adopt more shapes such as cylindrical, composite materials , HDPE, stainless steel and more materials; in addition to the above-mentioned preferred diameter, the vacuum valve is allowed to use other diameters such as 60mm and 90mm; in addition to the above-mentioned pneumatic valve, the vacuum valve is allowed to use pneumatic-electric valve and electric valve; vacuum valve In addition to the above-mentioned preferred horizontal tank, the tank can also be a vertical tank; in addition to the above-mentioned preferred shapes and materials, the vacuum tank can also adopt cylindrical and other shapes, and use various materials such as plastic (or composite material). ; In addition to the above-mentioned preferred buried laying, the vacuum tank can also be installed in the vacuum pump station; in addition to the above-mentioned preferred materials and shapes, the prefabricated vacuum pump station can be made of composite materials, reinforced concrete and other more material choices, cylindrical, polygonal, etc. More shapes; the mixing reactor of the ozone deodorizing device, in addition to the above-mentioned preferred ejector, can also use other mixing reaction devices such as reaction tanks and reactors. The above claims shall be protected.
以上所述仅是本实用新型的优选实施方式,应当指出的是,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 are only the preferred embodiments of the present invention. It should be pointed out that for those skilled in the art, some improvements and modifications can be made without departing from the principles of the present invention. Improvement and modification should also be regarded as the protection scope of the present invention.
Claims (10)
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| CN109944313A (en) * | 2019-04-12 | 2019-06-28 | 天津中怡建筑规划设计有限公司 | A rural outdoor vacuum drainage system |
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| CN109944313A (en) * | 2019-04-12 | 2019-06-28 | 天津中怡建筑规划设计有限公司 | A rural outdoor vacuum drainage system |
| CN109944313B (en) * | 2019-04-12 | 2025-02-07 | 天津中怡建筑规划设计有限公司 | A rural outdoor vacuum drainage system |
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