CN106480902A - There is water-retention and the underground pipe gallery of preliminary filtering function - Google Patents
There is water-retention and the underground pipe gallery of preliminary filtering function Download PDFInfo
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- 238000001914 filtration Methods 0.000 title claims abstract description 27
- 206010016807 Fluid retention Diseases 0.000 title 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 82
- 238000004891 communication Methods 0.000 claims abstract description 12
- 238000012423 maintenance Methods 0.000 claims abstract description 9
- 239000000428 dust Substances 0.000 claims abstract description 6
- 230000009467 reduction Effects 0.000 claims abstract description 6
- 238000005406 washing Methods 0.000 claims abstract description 4
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 58
- 239000010865 sewage Substances 0.000 claims description 45
- 239000003345 natural gas Substances 0.000 claims description 29
- 229910001220 stainless steel Inorganic materials 0.000 claims description 23
- 239000010935 stainless steel Substances 0.000 claims description 23
- 239000004567 concrete Substances 0.000 claims description 17
- 230000003287 optical effect Effects 0.000 claims description 10
- 238000004332 deodorization Methods 0.000 claims description 7
- 238000000746 purification Methods 0.000 claims description 7
- 239000007788 liquid Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 230000008569 process Effects 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000010797 grey water Substances 0.000 claims 1
- 238000011161 development Methods 0.000 abstract description 2
- 230000008439 repair process Effects 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 abstract 1
- 108010066278 cabin-4 Proteins 0.000 description 8
- 238000007726 management method Methods 0.000 description 4
- 230000005611 electricity Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
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- Mining & Mineral Resources (AREA)
- Hydrology & Water Resources (AREA)
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- Health & Medical Sciences (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
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- General Engineering & Computer Science (AREA)
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Abstract
本发明公开了一种具有蓄水和初步过滤功能的地下综合管廊,包括设置在市政路面下端的地下综合管廊和市政路面上的综合绿廊。本发明有效的解决了城市交通拥堵以及电力、通信、燃气、供排水等市政设施的维护和检修不方便的问题,有效利用了地下空间,缓解了城市内涝的圧力,同时可将多余雨水收集储存利用起来,缓解城市绿化、道路冲洗、降尘等市政用水压力,也推动我国海绵城市发展进程,降低资源及能源消耗。
The invention discloses an underground comprehensive pipe gallery with functions of water storage and preliminary filtration, which comprises an underground comprehensive pipe gallery arranged at the lower end of the municipal road surface and a comprehensive green corridor on the municipal road surface. The invention effectively solves the problems of urban traffic congestion and inconvenient maintenance and repair of municipal facilities such as electric power, communication, gas, water supply and drainage, effectively utilizes the underground space, alleviates the pressure of urban waterlogging, and can collect and store excess rainwater at the same time When used, it can alleviate the pressure of municipal water such as urban greening, road washing, and dust reduction, and also promote the development of sponge cities in my country, reducing resource and energy consumption.
Description
技术领域technical field
本发明涉及市政管网工程技术领域,具体涉及一种具有蓄水功能的地下综合管廊。The invention relates to the technical field of municipal pipe network engineering, in particular to an underground comprehensive pipe gallery with water storage function.
背景技术Background technique
综合管廊是一种建于城市地下用于容纳两类及以上城市工程管线的构筑物及附属设施,是城市地下管道综合走廊,即在城市地下建造一个隧道空间,将电力、通讯,燃气、供热、给排水等各种工程管线集于一体,设有专门的检修口、吊装口和监测系统,实施统一规划、统一设计、统一建设和管理,是保障城市运行的重要基础设施和生命线。The comprehensive pipe corridor is a structure and auxiliary facilities built underground to accommodate two or more types of urban engineering pipelines. Various engineering pipelines such as heating, water supply and drainage are integrated into one body, with special inspection ports, hoisting ports and monitoring systems, and the implementation of unified planning, unified design, unified construction and management is an important infrastructure and lifeline to ensure urban operation.
地下综合管廊系统不仅解决城市交通拥堵问题,还极大方便了电力、通信、燃气、供排水等市政设施的维修和检修。The underground comprehensive pipe gallery system not only solves the problem of urban traffic congestion, but also greatly facilitates the maintenance and repair of municipal facilities such as electricity, communications, gas, water supply and drainage.
海绵城市是新一代城市雨洪管理概念,是指城市在适应环境变化和应对雨水带来的自然灾害等方面具有良好的“弹性”,也可称之为“水弹性城市''。国际通用术语为“低影响开发雨水系统构建''。下雨时吸水、蓄水、渗水、净水,需要时将蓄存的水“释放”并加以利用。建海绵城市就要有“海绵体”。城市“海绵体”既包括河、湖、池、塘等水系,也包括绿地、花园、可渗透路面这样的城市配套设施。雨水通过这些“海绵体”下渗、滞蓄、净化、回用,最后剩余部分径流通过管网、泵站外排,从而可有效提高城市排水系统的标准,缓减城市内涝的压力。Sponge city is a new generation of urban stormwater management concept, which means that the city has good "elasticity" in adapting to environmental changes and responding to natural disasters caused by rainwater. It can also be called "water elastic city". International general term Stormwater Systems Constructed for "Low Impact Development". When it rains, it absorbs, stores, infiltrates, and purifies water, and "releases" the stored water for use when needed. To build a sponge city, there must be a "sponge body". The urban "sponge body" includes not only water systems such as rivers, lakes, ponds, and ponds, but also urban supporting facilities such as green spaces, gardens, and permeable pavements. Rainwater infiltrates, stores, purifies, and reuses rainwater through these "sponge bodies", and finally the remaining part of the runoff is discharged through pipe networks and pumping stations, which can effectively improve the standard of urban drainage systems and reduce the pressure of urban waterlogging.
而结合地下综合管廊的建设,在管廊中设置雨水舱室,用于存储城市“海绵体”无法吸收的雨水,进一步缓解城市内涝的压力,同时初步过滤雨水中杂质充当中水使用,可以缓解城市绿化、道路冲洗、降尘等市政用水压力。Combined with the construction of the underground comprehensive pipe gallery, a rainwater compartment is set up in the pipe gallery to store rainwater that cannot be absorbed by the city's "sponge body" and further relieve the pressure of urban waterlogging. Municipal water pressure such as urban greening, road flushing, and dust reduction.
发明内容Contents of the invention
针对上述问题,本发明提供了一种有效利用了地下空间,将多余雨水收集利用储存起来利用的具有蓄水功能的地下综合管廊。In view of the above problems, the present invention provides an underground comprehensive utility gallery with a water storage function that effectively utilizes the underground space and collects, utilizes and stores excess rainwater for utilization.
一种具有蓄水和初步过滤功能的地下综合管廊,包括市政路面、综合绿廊以及地下综合管廊;综合绿廊位于市政路面上,端面为椭圆形地下综合管廊位于市政路面下方;An underground comprehensive pipe gallery with water storage and preliminary filtering functions, including a municipal road surface, a comprehensive green corridor and an underground comprehensive pipe gallery; the comprehensive green corridor is located on the municipal road surface, and the underground comprehensive pipe gallery with an elliptical end surface is located below the municipal road surface;
所述地下综合管廊包括天然气舱、综合舱、强电舱、污水管舱、雨水舱、中水管舱、排水管、初步过滤装置、维修步梯以及二次防倒灌装置;雨水舱置于地下综合管舱的底部中间,雨水舱的正上方左右分别为强电舱和综合舱;综合舱和雨水舱通过维修步梯相连接;综合舱右侧为天然气舱,天然气舱正下方设置有中水管舱,中水管舱通过二次防倒灌装置与雨水舱相通;强电舱和雨水舱的左侧为污水管舱,污水管舱通过二次防倒灌装置与雨水舱相通;排水管的一端接入综合绿廊,另一端贯穿污水管舱连接至雨水舱;The underground comprehensive pipe gallery includes a natural gas tank, a comprehensive tank, a strong electric tank, a sewage tank, a rain tank, a reclaimed water tank, a drainage pipe, a preliminary filter device, a maintenance ladder, and a secondary anti-backflow device; the rain tank is placed underground In the middle of the bottom of the integrated management cabin, the left and right sides directly above the rainwater cabin are the strong electric cabin and the integrated cabin; the integrated cabin and the rainwater cabin are connected by maintenance steps; The reclaimed water pipe cabin communicates with the rainwater cabin through the secondary anti-inflow device; the left side of the strong electric cabin and the rainwater cabin is the sewage pipe cabin, and the sewage pipe cabin communicates with the rainwater cabin through the secondary anti-inflow device; one end of the drain pipe is connected to The comprehensive green corridor, the other end runs through the sewage pipe tank and connects to the rainwater tank;
所述天然气舱包括天然气管道和排水沟;天然气管道分上下若干层固定在天然气舱的竖直内壁上,排水沟位于天然气舱的内底面右下角;The natural gas tank includes a natural gas pipeline and a drain; the natural gas pipeline is fixed on the vertical inner wall of the natural gas tank in upper and lower layers, and the drain is located at the lower right corner of the inner bottom of the natural gas tank;
所述综合舱包括给水管道、通信光缆以及排水沟;给水管道固定于综合舱一侧竖直内壁上,通信光缆分上下若干层固定在综合舱的另一侧竖直内壁上,排水沟位于综合舱的内底面右下角;The integrated cabin includes a water supply pipeline, a communication optical cable and a drainage ditch; the water supply pipeline is fixed on the vertical inner wall of one side of the integrated cabin, and the communication optical cable is fixed on the vertical inner wall of the other side of the integrated cabin in several layers. The lower right corner of the inner bottom of the tank;
所述强电舱包括电力电缆和排水沟;电力电缆分上下若干层固定于强电舱的左侧竖直内壁上,排水沟位于强电舱的内底面右下角;The strong electric cabin includes a power cable and a drainage ditch; the power cable is fixed on the left vertical inner wall of the strong electric cabin in upper and lower layers, and the drainage ditch is located at the lower right corner of the inner bottom of the strong electric cabin;
所述污水管舱包括污水管道、排水沟以及混凝土砌台;污水管道与二次防倒灌装置相接,混凝土砌台设于污水管道下方用以支撑污水管道,混凝土砌台与地下综合管廊内壁夹角处设有排水沟;The sewage pipe compartment includes a sewage pipe, a drainage ditch and a concrete block; the sewage pipe is connected with the secondary anti-intrusion device, the concrete block is arranged under the sewage pipe to support the sewage pipe, and the concrete block is connected to the inner wall of the underground comprehensive pipe gallery. There is a drainage ditch at the angle;
所述雨水舱两侧均设有二次防倒灌装置;Both sides of the rainwater tank are equipped with secondary anti-backflow devices;
所述中水管舱包括中水管道、排水沟以及混凝土砌台;中水管道与二次防倒灌装置相接,混凝土砌台设于中水管道下方用以支撑中水管道,混凝土砌台与地下综合管廊内壁夹角处设有排水沟。The reclaimed water pipe cabin includes a reclaimed water pipe, a drainage ditch and a concrete block; the reclaimed water pipe is connected with a secondary anti-intrusion device, and the concrete block is arranged under the reclaimed water pipe to support the reclaimed water pipe; There is a drainage ditch at the corner of the inner wall of the comprehensive pipe gallery.
一种具有蓄水和初步过滤功能的地下综合管廊的工作过程,包括如下工作步骤A working process of an underground comprehensive utility gallery with water storage and preliminary filtering functions, including the following working steps
步骤一雨水的收集:雨水由市政路面上的综合绿廊流经排水管进入雨水舱;Step 1 Rainwater collection: Rainwater flows from the comprehensive green corridor on the municipal road through the drainage pipe into the rainwater tank;
步骤二初步过滤以中水排除:雨水舱内液面超过中水管道的二次防倒灌装置时,雨水经由二次防倒灌装置进入中水管舱,经中水管道排出用于市政绿化、道路冲洗、降尘等;Step 2 Preliminary filtration to remove reclaimed water: When the liquid level in the rainwater tank exceeds the secondary anti-inverting device of the reclaimed water pipe, the rainwater enters the reclaimed water pipe compartment through the secondary anti-inverting device, and is discharged through the reclaimed water pipe for municipal greening and road flushing , dust reduction, etc.;
步骤三初步过滤以污水排除:雨水舱内液面超过污水管道的二次防倒灌装置时,雨水经由二次防倒灌装置进入污水管舱,经污水管道排出。Step 3 Preliminary filtration to remove sewage: When the liquid level in the rainwater tank exceeds the secondary anti-inflow device of the sewage pipe, the rainwater enters the sewage pipe compartment through the secondary anti-inflow device and is discharged through the sewage pipe.
作为一种优选的技术方案:所述初步过滤装置包括粗格栅、细格栅和净化除臭装置;初步过滤装置靠近雨水舱的一侧设有粗格栅,远离雨水舱的一侧设有细格栅,净化除臭装置填满二次防倒灌装置的内部空腔。As a preferred technical solution: the preliminary filtering device includes a coarse grille, a fine grille and a purification and deodorization device; the preliminary filtering device is provided with a coarse grille on the side close to the rainwater cabin, and on the side far away from the rainwater cabin. The fine grille, the purification and deodorization device fills the internal cavity of the secondary anti-backflow device.
作为一种优选的技术方案:所述二次防倒灌装置包括宽不锈钢百叶片、窄不锈钢百叶片、不锈钢钢轴;粗格栅远离雨水舱的一侧通过不锈钢轴由上至下连接有宽不锈钢百叶片,细格栅远离雨水舱的一侧通过不锈钢轴由上至下连接有窄不锈钢百叶片。As a preferred technical solution: the secondary anti-backflow device includes wide stainless steel louvers, narrow stainless steel louvers, and stainless steel shafts; the side of the thick grid away from the rainwater tank is connected from top to bottom with wide stainless steel shafts. Louvers, the side of the fine grill away from the rainwater tank is connected with narrow stainless steel louvers from top to bottom through stainless steel shafts.
作为一种优选的技术方案:所述排水管为轻质软管。As a preferred technical solution: the drain pipe is a lightweight hose.
作为一种优选的技术方案:所述雨水舱底部为沉砂池,起到点状蓄水池的作用。As a preferred technical solution: the bottom of the rainwater tank is a grit chamber, which acts as a point-shaped reservoir.
作为一种优选的技术方案:所述二次防倒灌装置与污水管道连接的水平高度高于其与中水管道连接的水平高度。As a preferred technical solution: the level of the connection between the secondary anti-backflow device and the sewage pipeline is higher than the level of the connection between the secondary backflow prevention device and the reclaimed water pipeline.
作为一种优选的技术方案:所述电力电缆、通信光缆、给水管道以及天然气管道均采用钢筋混凝土支架进行固定。As a preferred technical solution: the power cables, communication optical cables, water supply pipelines and natural gas pipelines are all fixed by reinforced concrete supports.
作为一种优选的技术方案:所述排水管内壁设有防水层。As a preferred technical solution: the inner wall of the drainage pipe is provided with a waterproof layer.
本发明的有益效果是:(1)本发明综合管廊舱内管线布置紧凑合理,有效利用了道路下的空问,节约了城市用地;使于各种管线的敷设、增減、维修和日常管理,符合安全、经济、实用的原则;(2)天然气舱、综合舱、强电舱、污水管舱、中水舱内底面均设有排水沟,这样可以将进入到天然气舱、综合舱、强电舱、污水管舱、中水舱内的水进行排除,防止积水的情況发生;(3)雨水地通过排水管与综合绿廊连接,这样雨水舱可以用于存储城市“海绵体”无法吸收的雨水,进一步缓解城市内涝的压力,同时雨水舱里面初步过滤过的雨水可以用于绿化、道路冲洗、降尘等用途。The beneficial effects of the present invention are: (1) The layout of pipelines in the comprehensive pipeline gallery cabin of the present invention is compact and reasonable, effectively utilizing the space under the road, and saving urban land; management, in line with the principles of safety, economy, and practicability; (2) Drainage ditches are provided on the bottom of the natural gas tank, comprehensive tank, strong electric tank, sewage pipe tank, and reclaimed water tank, so that the natural gas tank, comprehensive tank, The water in the strong electricity cabin, sewage pipe cabin, and medium water cabin is drained to prevent water accumulation; (3) The rainwater ground is connected to the comprehensive green corridor through the drainage pipe, so that the rainwater cabin can be used to store the urban "sponge body" The rainwater that cannot be absorbed further relieves the pressure of urban waterlogging. At the same time, the rainwater initially filtered in the rainwater tank can be used for greening, road washing, dust reduction and other purposes.
附图说明Description of drawings
图1为一种具有蓄水功能的地下综合管廊的横截面构造示意图;Fig. 1 is a schematic diagram of the cross-sectional structure of an underground comprehensive utility gallery with water storage function;
图2为一种具有蓄水功能的地下综合管廊的二次防倒灌水装置放大示意图;Fig. 2 is an enlarged schematic diagram of a secondary anti-inverting irrigation device of an underground comprehensive utility gallery with a water storage function;
图中:1市政路面、2综合绿廊、3天然气舱、4综合舱、5强电舱、6污水管舱、7雨水舱、8天然气管道、9给水管道、10中水管道、11通信光缆、12电力电缆、13污水管道、14排水管、15排水沟、16地下综合管廊、17中水管舱、18初步过滤装置、18-1粗格栅、18-2细格栅、18-3宽不锈钢百叶片、19维修步梯、20二次防倒灌水装置、20-1窄不锈钢百叶片、20-2不锈钢钢轴、20-3净化除臭装置。In the figure: 1 municipal road surface, 2 comprehensive green corridor, 3 natural gas tank, 4 comprehensive tank, 5 strong electric tank, 6 sewage pipe tank, 7 rainwater tank, 8 natural gas pipeline, 9 water supply pipeline, 10 reclaimed water pipeline, 11 communication optical cable , 12 power cables, 13 sewage pipes, 14 drainage pipes, 15 drainage ditches, 16 underground comprehensive pipe gallery, 17 middle water pipe cabin, 18 preliminary filter device, 18-1 coarse grille, 18-2 fine grille, 18-3 Wide stainless steel louvers, 19 maintenance steps, 20 secondary anti-inverting water devices, 20-1 narrow stainless steel louvers, 20-2 stainless steel shafts, 20-3 purification and deodorization devices.
具体实施方式detailed description
为了进一步说明本发明,下面结合附图及实施例对本发明进行详细地描述,但不能将它们理解为对本发明保护范围的限定。In order to further illustrate the present invention, the present invention will be described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be construed as limiting the protection scope of the present invention.
参考附图1和附图2,一种具有蓄水和初步过滤功能的地下综合管廊,包括市政路面1、综合绿廊2以及地下综合管廊16;综合绿廊2位于市政路面1上,端面为椭圆形地下综合管廊16位于市政路面1下方;Referring to accompanying drawings 1 and 2, an underground comprehensive utility gallery with water storage and preliminary filtering functions includes a municipal road surface 1, a comprehensive green corridor 2, and an underground comprehensive utility gallery 16; the comprehensive green corridor 2 is located on the municipal road surface 1, The end face is an elliptical underground comprehensive pipe gallery 16 located below the municipal road surface 1;
所述地下综合管廊16包括天然气舱3、综合舱4、强电舱5、污水管舱6、雨水舱7、中水管舱17、排水管14、初步过滤装置18、维修步梯19以及二次防倒灌装置20;雨水舱7置于地下综合管舱16的底部中间,雨水舱7的正上方左右分别为强电舱(5)和综合舱4;综合舱4和雨水舱7通过维修步梯19相连接;综合舱4右侧为天然气舱3,天然气舱3正下方设置有中水管舱17,中水管舱17通过二次防倒灌装置20与雨水舱7相通;强电舱5和雨水舱7的左侧为污水管舱6,污水管舱6通过二次防倒灌装置与雨水舱7相通;排水管14的一端接入综合绿廊2,另一端贯穿污水管舱6连接至雨水舱7;The underground comprehensive pipe gallery 16 includes a natural gas cabin 3, a comprehensive cabin 4, a strong electric cabin 5, a sewage pipe cabin 6, a rainwater cabin 7, a reclaimed water pipe cabin 17, a drainage pipe 14, a preliminary filter device 18, a maintenance ladder 19 and two Secondary anti-backflow device 20; Rainwater cabin 7 is placed in the middle of the bottom of underground comprehensive pipe cabin 16, and the left and right sides of rainwater cabin 7 are strong electricity cabin (5) and comprehensive cabin 4 respectively; Comprehensive cabin 4 and rainwater cabin 7 pass maintenance step The ladder 19 is connected; the right side of the integrated cabin 4 is a natural gas tank 3, and a reclaimed water pipe tank 17 is arranged directly below the natural gas tank 3, and the reclaimed water tube tank 17 communicates with the rainwater tank 7 through a secondary anti-backflow device 20; the strong electric tank 5 and the rainwater The left side of the cabin 7 is the sewage pipe cabin 6, which communicates with the rainwater cabin 7 through the secondary backflow prevention device; one end of the drainage pipe 14 is connected to the comprehensive green corridor 2, and the other end runs through the sewage pipe cabin 6 and is connected to the rainwater cabin 7;
所述天然气舱3包括天然气管道8和排水沟15;天然气管道8分上下若干层固定在天然气舱3的竖直内壁上,排水沟15位于天然气舱3的内底面右下角;The natural gas tank 3 includes a natural gas pipeline 8 and a drain 15; the natural gas pipeline 8 is fixed on the vertical inner wall of the natural gas tank 3 in upper and lower layers, and the drain 15 is located at the bottom right corner of the inner bottom of the natural gas tank 3;
所述综合舱4包括给水管道9、通信光缆11以及排水沟15;给水管道9固定于综合舱4一侧竖直内壁上,通信光缆11分上下若干层固定在综合舱4的另一侧竖直内壁上,排水沟15位于综合舱4的内底面右下角;The integrated cabin 4 includes a water supply pipeline 9, a communication optical cable 11 and a drainage ditch 15; the water supply pipeline 9 is fixed on the vertical inner wall on one side of the integrated cabin 4, and the communication optical cable 11 is fixed on the other side of the integrated cabin 4 vertically in several layers up and down. On the straight inner wall, the drainage ditch 15 is located at the lower right corner of the inner bottom surface of the integrated cabin 4;
所述强电舱5包括电力电缆12和排水沟15;电力电缆12分上下若干层固定于强电舱5的左侧竖直内壁上,排水沟15位于强电舱5的内底面右下角;The strong electric cabin 5 includes a power cable 12 and a drainage ditch 15; the power cable 12 is fixed on the left vertical inner wall of the strong electric cabin 5 in several layers up and down, and the drainage ditch 15 is located at the bottom right corner of the inner bottom of the strong electric cabin 5;
所述污水管舱6包括污水管道13、排水沟15以及混凝土砌台21;污水管道13与二次防倒灌装置20相接,混凝土砌台21设于污水管道13下方用以支撑污水管道13,混凝土砌台21与地下综合管廊16内壁夹角处设有排水沟15;The sewage pipe compartment 6 includes a sewage pipe 13, a drainage ditch 15 and a concrete block 21; the sewage pipe 13 is connected with the secondary anti-backflow device 20, and the concrete block 21 is arranged below the sewage pipe 13 to support the sewage pipe 13, A drainage ditch 15 is provided at the angle between the concrete masonry platform 21 and the inner wall of the underground comprehensive pipe gallery 16;
所述雨水舱7两侧均设有二次防倒灌装置20;Both sides of the rainwater cabin 7 are provided with secondary anti-backflow devices 20;
所述中水管舱17包括中水管道10、排水沟15以及混凝土砌台21;中水管道10与二次防倒灌装置20相接,混凝土砌台21设于中水管道10下方用以支撑中水管道10,混凝土砌台21与地下综合管廊16内壁夹角处设有排水沟15。The reclaimed water pipe cabin 17 includes a reclaimed water pipeline 10, a drainage ditch 15, and a concrete block 21; the reclaimed water pipe 10 is connected to a secondary anti-backflow device 20, and the concrete block 21 is arranged under the reclaimed water pipe 10 to support the reclaimed water pipeline. Drainage ditch 15 is provided at the angle between water pipeline 10 , concrete masonry 21 and the inner wall of underground comprehensive pipe gallery 16 .
一种具有蓄水和初步过滤功能的地下综合管廊的工作过程,包括如下工作步骤A working process of an underground comprehensive utility gallery with water storage and preliminary filtering functions, including the following working steps
步骤一雨水的收集:雨水由市政路面1上的综合绿廊2流经排水管14进入雨水舱7;Step 1 Rainwater collection: rainwater flows from the integrated green corridor 2 on the municipal road surface 1 through the drainage pipe 14 into the rainwater compartment 7;
步骤二初步过滤以中水排除:雨水舱7内液面超过中水管道10的二次防倒灌装置18时,雨水经由二次防倒灌装置20进入中水管舱17,经中水管道10排出用于市政绿化、道路冲洗、降尘等;Step 2 Preliminary filtering to remove reclaimed water: when the liquid level in the rainwater tank 7 exceeds the secondary anti-inverting device 18 of the reclaimed water pipeline 10, the rainwater enters the reclaimed water pipe compartment 17 through the secondary anti-inverting device 20, and is discharged through the reclaimed water pipeline 10. Used in municipal greening, road washing, dust reduction, etc.;
步骤三初步过滤以污水排除:雨水舱7内液面超过污水管道13的二次防倒灌装置18时,雨水经由二次防倒灌装置18进入污水管舱6,经污水管道13排出。排水沟为雨季汛期/发生时,管道意外破裂,排水沟才会发挥作用,正常情况下无用。Step 3: Preliminary filtering to remove sewage: When the liquid level in the rainwater tank 7 exceeds the secondary anti-backflow device 18 of the sewage pipe 13, the rainwater enters the sewage pipe cabin 6 through the secondary anti-backflow device 18 and is discharged through the sewage pipe 13. The drainage ditch will only work when the rainy season/flood season occurs, and the pipe will burst unexpectedly, and it will be useless under normal circumstances.
所述的初步过滤装置18包括粗格栅18-1、细格栅18-2和净化除臭装置18-3;初步过滤装置18靠近雨水舱7的一侧设有粗格栅18-1,远离雨水舱7的一侧设有细格栅18-2,净化除臭装置18-3填满二次防倒灌装置18的内部空腔。Described preliminary filtering device 18 comprises coarse grid 18-1, fine grid 18-2 and purification deodorization device 18-3; The side of preliminary filtering device 18 near rainwater cabin 7 is provided with coarse grid 18-1, The side away from the rainwater cabin 7 is provided with a fine grid 18-2, and the purification and deodorization device 18-3 fills the internal cavity of the secondary anti-backflow device 18.
所述的二次防倒灌装置20包括宽不锈钢百叶片20-1、窄不锈钢百叶片20-2、不锈钢钢轴20-3;粗格栅18-1远离雨水舱7的一侧通过不锈钢轴20-3由上至下连接有宽不锈钢百叶片20-1,细格栅18-2远离雨水舱7的一侧通过不锈钢轴20-3由上至下连接有窄不锈钢百叶片20-2。The secondary anti-backflow device 20 includes a wide stainless steel louver 20-1, a narrow stainless steel louver 20-2, and a stainless steel shaft 20-3; the side of the coarse grid 18-1 away from the rainwater cabin 7 passes through the stainless steel shaft 20 -3 is connected with a wide stainless steel louver 20-1 from top to bottom, and the side of the fine grid 18-2 away from the rainwater cabin 7 is connected with a narrow stainless steel louver 20-2 from top to bottom through a stainless steel shaft 20-3.
所述的排水管14为轻质软管。Described drainpipe 14 is lightweight flexible pipe.
所的述雨水舱7底部为沉砂池,起到点状蓄水池的作用。The bottom of said rainwater tank 7 is a grit chamber, which acts as a dotted reservoir.
所述的二次防倒灌装置20与污水管道13连接的水平高度高于其与中水管道10连接的水平高度。The level of the secondary anti-backflow device 20 connected to the sewage pipeline 13 is higher than the level connected to the reclaimed water pipeline 10 .
所述的电力电缆12、通信光缆11、给水管道9以及天然气管道8均采用钢筋混凝土支架进行固定。The power cables 12, communication optical cables 11, water supply pipelines 9 and natural gas pipelines 8 are all fixed by reinforced concrete supports.
所述的排水管15内壁设有防水层。The inner wall of the drain pipe 15 is provided with a waterproof layer.
最后所应说明的是,以上实施例仅用以补充阐释本实用新型的技术方案而非限制。尽管参照实施例对本实用新型进行了详细说明,本领域的广大技术人员应当理解,对本实用新型的技术方案进行修改或者同等替换,都不脱离本实用新型技术方案的精神和范围,其均应涵盖在本实用新型的权利要求范围当中。Finally, it should be noted that the above embodiments are only used for supplementary illustration of the technical solutions of the present utility model rather than limitation. Although the utility model has been described in detail with reference to the embodiments, those skilled in the art should understand that any modification or equivalent replacement of the technical solution of the utility model does not depart from the spirit and scope of the technical solution of the utility model, and all should cover In the scope of the claims of the present utility model.
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