CN205688461U - Pipe gallery section structure - Google Patents
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- CN205688461U CN205688461U CN201620624892.7U CN201620624892U CN205688461U CN 205688461 U CN205688461 U CN 205688461U CN 201620624892 U CN201620624892 U CN 201620624892U CN 205688461 U CN205688461 U CN 205688461U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 39
- 239000010865 sewage Substances 0.000 claims abstract description 21
- 238000004891 communication Methods 0.000 claims abstract description 17
- 238000000746 purification Methods 0.000 claims abstract description 10
- 238000005192 partition Methods 0.000 claims description 5
- 238000007689 inspection Methods 0.000 claims description 4
- 230000008021 deposition Effects 0.000 claims description 3
- 239000013049 sediment Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 abstract description 6
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000013461 design Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000013439 planning Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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Abstract
本实用新型公开了一种综合管廊断面结构，它涉及综合管廊技术领域。它包括综合仓、燃气仓、雨水仓、初期雨水仓和清水仓，综合仓一侧设置有燃气仓、清水仓，燃气仓设置在清水仓上方，清水仓的上层还设置有初期雨水仓，初期雨水仓的上层设置有雨水仓，雨水仓末端设置有河道连通口以及净化处理装置连通口，雨水仓通过净化处理装置与清水仓连接，清水仓的内部设置有可将内部清水提升至地面浇洒的清水提升泵，综合仓内部布置有污水管、通信管、电力管、给水管及预留管，综合仓一侧布置的污水管通过管道与设置在初期雨水仓中的污水提升泵连接。本实用新型功能强大，清理维护方便，保证管线正常运行，且具有海绵城市中的蓄、净、用、排功能。
The utility model discloses a section structure of a comprehensive pipe gallery, which relates to the technical field of a comprehensive pipe gallery. It includes a comprehensive warehouse, a gas warehouse, a rainwater warehouse, an initial rainwater warehouse and a clean water warehouse. There is a gas warehouse and a clean water warehouse on one side of the comprehensive warehouse. The gas warehouse is set above the clean water warehouse. The upper layer of the rainwater tank is equipped with a rainwater tank, and the end of the rainwater tank is provided with a river channel connection port and a purification treatment device connection port. The rainwater tank is connected to the clean water tank through the purification treatment device. There are sewage pipes, communication pipes, power pipes, water supply pipes and reserved pipes inside the comprehensive warehouse. The sewage pipes arranged on one side of the comprehensive warehouse are connected to the sewage lifting pump installed in the initial rainwater warehouse through pipes. The utility model has powerful functions, is convenient for cleaning and maintenance, ensures the normal operation of the pipeline, and has the functions of storage, cleaning, utilization and discharge in the sponge city.
Description
技术领域technical field
本实用新型涉及综合管廊技术领域，尤其涉及一种综合管廊断面结构。The utility model relates to the technical field of a comprehensive pipe gallery, in particular to a section structure of a comprehensive pipe gallery.
背景技术Background technique
为实施统一规划、设计、施工和维护，建于城市地下用于敷设市政公用管线的市政公用设施称为综合管廊，雨水管污水管是综合管廊设计中必须考虑的一种管线，现有的综合管廊工程中，通常不考虑将雨水、污水管纳入综合管廊中，即使进入综合管廊中也是利用综合管廊底部空间，设置雨水排水沟，上覆盖板，雨季时，综合管廊底部浸满水，雨水会玷污其他管线，清理维护难度大，且管廊内湿度大，影响其他管线正常运行。In order to implement unified planning, design, construction and maintenance, municipal public facilities built underground for laying municipal public pipelines are called comprehensive pipe corridors. Rainwater pipes and sewage pipes are a pipeline that must be considered in the design of comprehensive pipe corridors. The existing In the comprehensive pipe gallery project, it is usually not considered to incorporate rainwater and sewage pipes into the comprehensive pipe gallery. Even if they enter the comprehensive pipe gallery, the bottom space of the comprehensive pipe gallery is used to set up rainwater drainage ditches and upper covering plates. During the rainy season, the bottom of the comprehensive pipe gallery If it is full of water, rainwater will contaminate other pipelines, making cleaning and maintenance difficult, and the humidity in the pipeline gallery is high, which will affect the normal operation of other pipelines.
海绵城市概况起来六个字：渗、滞、蓄、净、用、排，对于雨水进入管廊，通常采用管廊的本体代替雨水管道，通常综合管廊内的雨水仓设置大小仅考虑直埋雨水管线的尺寸，偶尔见到雨水仓做大后，具有一部分蓄的功能，海绵城市其他的功能未体现。Sponge City can be summarized in six words: infiltration, stagnation, storage, purification, use, and drainage. For rainwater entering the pipe gallery, the main body of the pipe gallery is usually used instead of the rainwater pipe. Usually, the size of the rainwater storage in the comprehensive pipe gallery only considers direct burial. The size of the rainwater pipeline, when the rainwater tank is enlarged occasionally, has a part of the function of storage, and other functions of the sponge city are not reflected.
因此，本领域的技术人员致力于开发一种综合管廊断面结构。Therefore, those skilled in the art are devoting themselves to developing a cross-sectional structure of a comprehensive pipe gallery.
实用新型内容Utility model content
有鉴于现有技术的上述缺陷，本实用新型所要解决的技术问题是提供一种综合管廊断面结构，结构简单，设计合理，功能强大，清理维护方便，保证管线正常运行，且具有海绵城市中的蓄、净、用、排功能，实用性强，易于推广使用。In view of the above-mentioned defects of the prior art, the technical problem to be solved by this utility model is to provide a cross-sectional structure of a comprehensive pipe gallery, which has a simple structure, a reasonable design, powerful functions, convenient cleaning and maintenance, and ensures the normal operation of the pipeline, and has the characteristics of a sponge city. It has the functions of storing, cleaning, using and discharging, has strong practicability, and is easy to popularize and use.
为实现上述目的，本实用新型提供了综合管廊断面结构，包括综合仓、燃气仓、雨水仓、初期雨水仓和清水仓，综合仓一侧设置有燃气仓、清水仓，燃气仓设置在清水仓上方，清水仓的上层还设置有初期雨水仓，初期雨水仓的上层设置有雨水仓，雨水仓末端设置有河道连通口以及净化处理装置连通口，雨水仓通过净化处理装置与清水仓连接，清水仓的内部设置有可将内部清水提升至地面浇洒的清水提升泵，综合仓内部布置有污水管、通信管、电力管、给水管及预留管，综合仓一侧布置的污水管通过管道与设置在初期雨水仓中的污水提升泵连接。In order to achieve the above purpose, the utility model provides a cross-sectional structure of a comprehensive pipe gallery, including a comprehensive warehouse, a gas warehouse, a rainwater warehouse, an initial rainwater warehouse and a clean water warehouse. Above the warehouse, the upper layer of the clean water warehouse is also equipped with an initial rainwater warehouse, and the upper layer of the initial rainwater warehouse is provided with a rainwater warehouse. The end of the rainwater warehouse is provided with a river channel connection port and a purification treatment device connection port. The interior of the clean water warehouse is equipped with a clean water lifting pump that can lift the internal clean water to the ground for spraying. The interior of the comprehensive warehouse is equipped with sewage pipes, communication pipes, power pipes, water supply pipes and reserved pipes. The sewage pipes arranged on one side of the comprehensive warehouse pass through The pipeline is connected with the sewage lifting pump arranged in the initial rainwater storage tank.
作为优选，所述的雨水仓通过多个连通孔与初期雨水仓连接，连通孔设置在雨水仓与初期雨水仓之间的隔板上，相邻连通孔之间的距离为20m；雨水仓底部还设置有避免泥沙沉积的流槽。As preferably, the rainwater bin is connected to the initial rainwater bin through a plurality of communication holes, the communication holes are arranged on the partition between the rainwater bin and the initial rainwater bin, and the distance between adjacent communication holes is 20m; the bottom of the rainwater bin There is also a flow tank to avoid sediment deposition.
作为优选，所述的燃气仓与清水仓之间的隔板上设置有检查人孔。As a preference, an inspection manhole is arranged on the partition between the gas tank and the clean water tank.
作为优选，所述综合仓的宽度为3400mm、高度为4500mm，燃气仓的高度为3000mm，雨水仓的高度为1900mm，初期雨水仓的高度为900mm，清水仓的宽度为3300mm、高度为1200mm。Preferably, the integrated bin has a width of 3400 mm and a height of 4500 mm, a gas bin of 3000 mm, a rain bin of 1900 mm, an initial rain bin of 900 mm, a clear water bin of 3300 mm in width and a height of 1200 mm.
本实用新型的有益效果是：进一步优化了管廊的布置空间，内部各仓结构布局合理，具有一定的实用性和推广价值，具有海绵城市中的蓄、净、用、排功能。The beneficial effects of the utility model are: the layout space of the pipe gallery is further optimized, the structure layout of each internal warehouse is reasonable, it has certain practicability and promotion value, and it has the functions of storage, cleaning, utilization and drainage in the sponge city.
以下将结合附图对本实用新型的构思、具体结构及产生的技术效果作进一步说明，以充分地了解本实用新型的目的、特征和效果。The conception, specific structure and technical effects of the present utility model will be further described below in conjunction with the accompanying drawings, so as to fully understand the purpose, characteristics and effects of the present utility model.
附图说明Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
具体实施方式detailed description
参照图1，本具体实施方式采用以下技术方案：综合管廊断面结构，包括综合仓1、燃气仓2、雨水仓3、初期雨水仓4和清水仓5，综合仓1一侧设置有燃气仓2、清水仓5，燃气仓2设置在清水仓5上方，清水仓5的上层还设置有初期雨水仓4，初期雨水仓4的上层设置有雨水仓3，雨水仓3末端设置有河道连通口以及净化处理装置连通口，雨水仓3通过净化处理装置与清水仓5连接，综合仓1内部布置有污水管101、通信管102、电力管103、给水管104及预留管105，污水管101通过管道与设在初期雨水仓4中的污水提升泵连接。Referring to Fig. 1, this specific embodiment adopts the following technical scheme: the cross-sectional structure of the comprehensive pipe gallery, including a comprehensive warehouse 1, a gas warehouse 2, a rainwater warehouse 3, an initial rainwater warehouse 4 and a clean water warehouse 5, and a gas warehouse is arranged on one side of the comprehensive warehouse 1 2. The clean water tank 5 and the gas tank 2 are set above the clean water tank 5, and the upper layer of the clean water tank 5 is also provided with an initial rainwater tank 4, and the upper layer of the initial rainwater tank 4 is provided with a rainwater tank 3, and the end of the rainwater tank 3 is provided with a river connection port And the connection port of the purification treatment device, the rainwater storage tank 3 is connected with the clean water storage tank 5 through the purification treatment device, and the interior of the comprehensive storage tank 1 is arranged with a sewage pipe 101, a communication pipe 102, a power pipe 103, a water supply pipe 104, a reserved pipe 105, and a sewage pipe 101 Connect with the sewage lift pump that is located in the primary rainwater storehouse 4 through pipeline.
值得注意的是，所述的雨水仓3通过多个连通孔6与初期雨水仓4连接，连通孔6设置在雨水仓2与初期雨水仓4之间的隔板上，相邻连通孔6之间的距离为20m，保证两仓的沟通；所述雨水仓3底部还设置有流槽7，避免泥沙沉积。It is worth noting that the rainwater bin 3 is connected to the initial rainwater bin 4 through a plurality of communication holes 6, and the communication holes 6 are arranged on the partition between the rainwater bin 2 and the initial rainwater bin 4, and between adjacent communication holes 6 The distance between them is 20m to ensure the communication between the two warehouses; the bottom of the rainwater warehouse 3 is also provided with a flow channel 7 to avoid sediment deposition.
值得注意的是，所述燃气仓2与清水仓5之间的隔板上设置有检查人孔8。It is worth noting that an inspection manhole 8 is provided on the partition between the gas tank 2 and the clean water tank 5 .
此外，所述综合仓1的宽度为3400mm、高度为4500mm，燃气仓2的高度为3000mm，雨水仓3的高度为1900mm，初期雨水仓4的高度为900mm，清水仓5的宽度为3300mm、高度为1200mm。In addition, the width of the integrated bin 1 is 3400mm, and the height is 4500mm; the height of the gas bin 2 is 3000mm; the height of the rain bin 3 is 1900mm; It is 1200mm.
本具体实施方式综合仓1中收纳电力、通信、给水、污水各种管道，其中污水管101一侧布置，污水管101为重力流，坡度可以通过管廊坡度与空间上的高度进行调整实现，解决污水管入廊的问题；燃气仓2单独成仓，高度满足人行通行高度要求，多余的高度空间用作设置雨水仓。雨水收集系统分三仓布置，每个舱室具有不同的功能，其中，雨水仓3为第一层，用作排出雨水，顶部设置有检查孔；第二层为初期雨水仓4，雨水较小时，雨水首先进入初期雨水仓4，初期雨水仓4通过污水提升泵将初期雨水提升至综合仓1中的污水管101；清水仓5作为第三层舱室，经净化处理装置处理后的雨水进入清水仓5，清水仓5内部清水提升泵将清水提升至地面浇洒绿化和道路，且清水仓5在暴雨来临前，可进行预排空，若出线超标暴雨，可将多余的雨水排入清水仓5，提高防洪排涝标准。In this specific embodiment, the comprehensive warehouse 1 accommodates various pipes for power, communication, water supply, and sewage. Among them, the sewage pipe 101 is arranged on one side, and the sewage pipe 101 is a gravity flow. The slope can be realized by adjusting the slope of the pipe gallery and the height of the space. Solve the problem of sewage pipes entering the corridor; the gas tank 2 is a separate warehouse, the height of which meets the height requirements of pedestrians, and the extra height space is used for setting up rainwater tanks. The rainwater collection system is divided into three compartments, and each compartment has different functions. Among them, the rainwater compartment 3 is the first layer, which is used to discharge rainwater, and there is an inspection hole on the top; the second layer is the initial rainwater compartment 4. When the rainwater is small, The rainwater first enters the initial rainwater tank 4, and the initial rainwater tank 4 lifts the initial rainwater to the sewage pipe 101 in the comprehensive tank 1 through the sewage lifting pump; the clean water tank 5 serves as the third cabin, and the rainwater treated by the purification treatment device enters the clean water tank 5. The clean water lifting pump inside the clean water tank 5 lifts the clean water to the ground to sprinkle greenery and roads, and the clean water tank 5 can be pre-emptied before the heavy rain comes. , Improve flood control and drainage standards.
本具体实施方式将市政所有管线收纳综合管廊内，满足重力流雨污水管线的要求，且将雨水仓分割成若干舱室，分别体现海绵城市的蓄、净、用、排功能，具有广阔的市场应用前景。In this specific implementation mode, all municipal pipelines are stored in the comprehensive pipeline gallery to meet the requirements of gravity flow rainwater and sewage pipelines, and the rainwater tank is divided into several compartments, which respectively reflect the storage, purification, utilization and drainage functions of the sponge city, and have a broad market Application prospect.
以上详细描述了本实用新型的较佳具体实施例。应当理解，本领域的普通技术人员无需创造性劳动就可以根据本实用新型的构思做出诸多修改和变化。因此，凡本技术领域中技术人员依本实用新型的构思在现有技术的基础上通过逻辑分析、推理或者有限的实验可以得到的技术方案，皆应在由权利要求书所确定的保护范围内。The preferred specific embodiments of the present utility model have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the present utility model without creative efforts. Therefore, all technical solutions that can be obtained by those skilled in the art based on the concept of the utility model through logical analysis, reasoning or limited experiments on the basis of the prior art should be within the scope of protection defined by the claims .
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592625A (en) * | 2016-12-12 | 2017-04-26 | 珠海市规划设计研究院 | Urban road comprehensive pipe gallery wire-outgoing connection structure |
| CN106761806A (en) * | 2016-12-16 | 2017-05-31 | 中国建筑第六工程局有限公司 | For the tunneling boring pushing tow system and pushing method of tunneling pipe gallery point chamber structure |
| CN106759770A (en) * | 2016-12-28 | 2017-05-31 | 上海市政工程设计研究总院（集团）有限公司 | One kind is applied to that pipe gallery rainwater separating regulates and stores device and its sub-prime is regulated and stored technique |
| CN106906846A (en) * | 2017-04-27 | 2017-06-30 | 中冶京诚工程技术有限公司 | prefabricated comprehensive pipe gallery |
| CN107761763A (en) * | 2017-10-18 | 2018-03-06 | 西安交通大学 | A kind of pipe gallery and its application method |
| CN107806111A (en) * | 2017-11-24 | 2018-03-16 | 中冶京诚工程技术有限公司 | Water collection type comprehensive pipe gallery ventilation shaft |
| CN108265616A (en) * | 2018-03-26 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | Piping lane builds structure jointly with overhead |
| CN108914964A (en) * | 2018-08-10 | 2018-11-30 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of city branch line underground pipe gallery construction system |
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2016
- 2016-06-23 CN CN201620624892.7U patent/CN205688461U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592625A (en) * | 2016-12-12 | 2017-04-26 | 珠海市规划设计研究院 | Urban road comprehensive pipe gallery wire-outgoing connection structure |
| CN106761806A (en) * | 2016-12-16 | 2017-05-31 | 中国建筑第六工程局有限公司 | For the tunneling boring pushing tow system and pushing method of tunneling pipe gallery point chamber structure |
| CN106761806B (en) * | 2016-12-16 | 2019-05-28 | 中国建筑第六工程局有限公司 | Divide the tunneling boring pushing tow system and pushing method of chamber structure for tunneling pipe gallery |
| CN106759770A (en) * | 2016-12-28 | 2017-05-31 | 上海市政工程设计研究总院（集团）有限公司 | One kind is applied to that pipe gallery rainwater separating regulates and stores device and its sub-prime is regulated and stored technique |
| CN106906846A (en) * | 2017-04-27 | 2017-06-30 | 中冶京诚工程技术有限公司 | prefabricated comprehensive pipe gallery |
| CN106906846B (en) * | 2017-04-27 | 2022-08-02 | 中冶京诚工程技术有限公司 | Prefabricated comprehensive pipe gallery |
| CN107761763A (en) * | 2017-10-18 | 2018-03-06 | 西安交通大学 | A kind of pipe gallery and its application method |
| CN107806111A (en) * | 2017-11-24 | 2018-03-16 | 中冶京诚工程技术有限公司 | Water collection type comprehensive pipe gallery ventilation shaft |
| CN107806111B (en) * | 2017-11-24 | 2023-01-24 | 中冶京诚工程技术有限公司 | Water collection type comprehensive pipe gallery ventilation shaft |
| CN108265616A (en) * | 2018-03-26 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | Piping lane builds structure jointly with overhead |
| CN108914964A (en) * | 2018-08-10 | 2018-11-30 | 深圳市清华苑建筑与规划设计研究有限公司 | A kind of city branch line underground pipe gallery construction system |
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