CN108221885B - Overflow pool for duct - Google Patents

Overflow pool for duct Download PDF

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Publication number
CN108221885B
CN108221885B CN201810270240.1A CN201810270240A CN108221885B CN 108221885 B CN108221885 B CN 108221885B CN 201810270240 A CN201810270240 A CN 201810270240A CN 108221885 B CN108221885 B CN 108221885B
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China
Prior art keywords
culvert
overflow
box
box culvert
water
Prior art date
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Application number
CN201810270240.1A
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Chinese (zh)
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CN108221885A (en
Inventor
范远东
赵维炜
周敏
苗宗伟
陈新佳
王中钰
孙志明
白崇宇
唐振晨
王蕊
郭放
赵放
翟奕菡
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Liaoning Water Resources And Hydropower Survey And Design Institute Co ltd Formerly Known As Liaoning Water Resources And Hydropower Survey And Design Institute
Original Assignee
Liaoning Water Resources And Hydropower Survey And Design Institute Co ltd Formerly Known As Liaoning Water Resources And Hydropower Survey And Design Institute
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Application filed by Liaoning Water Resources And Hydropower Survey And Design Institute Co ltd Formerly Known As Liaoning Water Resources And Hydropower Survey And Design Institute filed Critical Liaoning Water Resources And Hydropower Survey And Design Institute Co ltd Formerly Known As Liaoning Water Resources And Hydropower Survey And Design Institute
Priority to CN201810270240.1A priority Critical patent/CN108221885B/en
Publication of CN108221885A publication Critical patent/CN108221885A/en
Application granted granted Critical
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The invention discloses an overflow pool for a culvert, which comprises box culverts and connecting pools, wherein at least two box culverts are arranged, all the box culverts are buried underground side by side, and each box culvert is independently communicated with the connecting pool through an independent overflow blind culvert. All overflow implications are not communicated with each other and are located at the same height. The two ends of the box culvert are connected with water delivery pipelines, and water stops are arranged at the contact positions of the outer walls of the water delivery pipelines and the box culvert. The box culvert is provided with a water inlet end and a water outlet end, wherein the water inlet end is provided with a water inlet hole, the box culvert is also provided with a vent hole, and the vent hole is connected with a vent pipe which is exposed out of the ground. The water flows in each box culvert are not mutually influenced when overflows, and water enters the side wall connecting pool through the overflow culvert and flows into the downstream river channel in a collecting way.

Description

Overflow pool for duct
Technical Field
The invention relates to the technical field of water conservancy, in particular to an overflow pool for a culvert.
Background
In the prior art, the culvert applied to water conservancy construction needs to be provided with an overflow pool, but the current culvert is generally a plurality of parallel box culverts buried underground together, each box culvert cannot realize independent control of overflow of each box culvert, and overflow water levels among the box culverts are mutually influenced.
Disclosure of Invention
The invention aims to provide an overflow pool for a culvert, water flows in each box culvert are not affected when overflowing, and water enters a side wall connecting pool through overflow culverts and flows into a downstream river channel in a collecting way.
In order to achieve the purpose, the overflow pool for the culvert adopts the following technical scheme that the overflow pool comprises box culverts and connecting pools, wherein at least two box culverts are arranged, all the box culverts are buried underground in parallel, each box culvert is provided with a water inlet end and a water outlet end, the water inlet end is provided with a water inlet hole, the box culverts are further provided with vent holes, and the vent holes are connected with vent pipes exposing the ground. Each box culvert is independently communicated with the connecting pond through an independent overflow culvert. All overflow implications are not communicated with each other and are located at the same height. The two ends of the box culvert are connected with water delivery pipelines, and water stops are arranged at the contact positions of the outer walls of the water delivery pipelines and the box culvert. The box culvert, the connecting pool and the overflow culvert are connected with each other to form an integrated forming structure.
Compared with the prior art, the invention has the following beneficial effects:
the overflow pool is in the form of a plurality of independent box culverts, and corresponds to a plurality of independent pipelines with the same number; the water flow in each box culvert is not affected when overflowing. The water enters the side wall connecting pool through overflow culverts and flows into the downstream river channel in a collecting way.
Drawings
FIG. 1 is a schematic top plan view of an overflow basin for a culvert;
FIG. 2 is a cross-sectional view A-A of FIG. 1;
FIG. 3 is a cross-sectional view of B-B of FIG. 1;
FIG. 4 is a cross-sectional view of FIG. 1 taken along line C-C;
fig. 5 is a sectional view D-D of fig. 1.
In the figure: 11. a first box culvert; 12. a second box culvert; 13. a third box culvert; 14. fourth box culvert; 2. a manhole; 3. a connection pool; 41. the first overflow is implied; 42. the second overflow is implied; 43. the third overflow is implied; 44. fourth overflow implications; 5. a water stop; 6. a water pipe; 7. and a vent hole.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
As shown in fig. 1 to 5, the overflow pool for the culvert comprises box culverts and connecting pools, wherein at least two box culverts are arranged, all the box culverts are buried underground side by side, and each box culvert is respectively communicated with the connecting pool through separate overflow culverts. All overflow implications are not communicated with each other and are located at the same height. The two ends of the box culvert are a water inlet end and a water outlet end respectively, the water inlet end and the water outlet end are connected with a water conveying pipeline, and a water stop belt is arranged at the contact position between the outer wall of the water conveying pipeline and the box culvert. The box culvert water inlet end is provided with a manhole, and the box culvert is also provided with a vent hole which is connected with a vent pipe exposing the ground.
The box culverts may be arranged in parallel one by one, or may be arranged in the following embodiments.
For example, when the box culvert is less than or equal to three, the box culvert, the connecting pool and the overflow culvert are of an integrated structure.
For another example, when the number of the box culverts is four or more, the box culverts are two by two to form an integrated forming structure when the number of the box culverts is even, and the arrangement combination of 2+1 or 3+2+1 is odd.
Of course, the connecting pool and the overflow culvert can be formed with the next box culvert as an integral structure.
All the joints are provided with water stops at places where water flows need to pass.
When extreme working conditions occur at the downstream of the overflow pool or overhaul is needed, an overhaul valve (single pipeline or a plurality of pipelines) is closed, and at the moment, overflow occurs in the overflow pool. During overflow, water enters the side wall connecting pool through overflow culverts and flows into the downstream river channel in a collecting way.
In the description of the present invention, it should be understood that the terms "longitudinal," "transverse," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present invention, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present invention.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (1)

1. The utility model provides an overflow pond for culvert, includes box culvert, connecting pond, its characterized in that, the box culvert sets up two at least, and all box culverts are buried in the underground side by side, the box culvert has water inlet end and water outlet end, and wherein the water inlet end sets up into the manhole, the vent hole is still seted up to the box culvert, and the vent hole is connected and is exposed the breather pipe on ground, and each box culvert communicates alone through independent overflow culvert and connecting pond respectively, and all overflow culverts are not linked together each other, and are located highly the same, the water pipe is connected at the both ends of box culvert, and the contact position of water pipe outer wall and box culvert sets up the waterstop, box culvert, connecting pond, overflow culvert interconnect become integrated into one-piece shaping structure.
CN201810270240.1A 2018-03-29 2018-03-29 Overflow pool for duct Active CN108221885B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810270240.1A CN108221885B (en) 2018-03-29 2018-03-29 Overflow pool for duct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810270240.1A CN108221885B (en) 2018-03-29 2018-03-29 Overflow pool for duct

Publications (2)

Publication Number Publication Date
CN108221885A CN108221885A (en) 2018-06-29
CN108221885B true CN108221885B (en) 2023-09-26

Family

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Family Applications (1)

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Citations (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4225434A (en) * 1975-02-13 1980-09-30 Wilhelm Ernst Storm overflow basin
US4405260A (en) * 1981-06-22 1983-09-20 Tepin Tsai Method of constructing underpass across railway and highway without affecting normal traffic thereof
RU2149958C1 (en) * 1998-11-16 2000-05-27 Курский государственный технический университет Sewerage drop structure
GB0012547D0 (en) * 2000-05-19 2000-07-12 Currie Russell D Sewer pipe structures and their method of construction
DE19956022A1 (en) * 1999-11-19 2001-05-23 Vsb Vogelsberger Umwelttechnis Rain water collection basin with clarifier overflow has rainwater intake device with concrete dividing wall to define intake flow, and pipes in wall to form clarifier overflow
DE10064898A1 (en) * 2000-12-23 2002-06-27 Innovative Umwelttechnik Gmbh Rain overflow basin used in clarifying plant comprises bypass leading from basin inlet to basin outlet, running within horizontal projection of overflow basin, and not hydraulically communicating with inside of basin
CN1510220A (en) * 2002-12-20 2004-07-07 陈瑞文 Water resource recovering systems
KR200389659Y1 (en) * 2005-04-29 2005-07-18 한종훈 Drain trap for sink
CN101845806A (en) * 2010-05-19 2010-09-29 河海大学 Permeable overflow dam combining functions of water level control and water purification
CN201835379U (en) * 2010-11-05 2011-05-18 贵阳铝镁设计研究院 Water-saving operation device
CN201991263U (en) * 2011-03-05 2011-09-28 秦国忠 Combination device for multifunctional polygonal concrete prefabricated water storage tank
CN202187414U (en) * 2011-07-27 2012-04-11 中冶赛迪工程技术股份有限公司 Water sealing drainer
CN203200889U (en) * 2013-04-16 2013-09-18 机械工业第三设计研究院 Intercepting rain water hole
CN103437330A (en) * 2013-09-04 2013-12-11 苏州长玖节能科技服务有限公司 Simple drainage device of overflow groove
CN203429608U (en) * 2013-09-04 2014-02-12 苏州长玖节能科技服务有限公司 Simple flood drainage device with overflow tank
CN104563060A (en) * 2014-12-31 2015-04-29 广州市市政工程设计研究院 Embankment integrating functions of river closure, regulation and storage flood drainage as well as method for improving water environment
CN104612237A (en) * 2015-02-06 2015-05-13 武汉圣禹排水系统有限公司 Rainfall flood regulating system
CN205475601U (en) * 2016-04-11 2016-08-17 重庆大学 River course box culvert with distribution of rain and sewage and overflow function
CN106049601A (en) * 2016-07-27 2016-10-26 中国电建集团西北勘测设计研究院有限公司 Collection, storage, and drain integrated rainfall flood holding up culvert and rainwater resource method
CN106368285A (en) * 2016-08-29 2017-02-01 德阳顺辉建材有限公司 Sidewalk rainwater circulating system
CN205934836U (en) * 2016-07-26 2017-02-08 扬州大学 Take outlet water pool formula box culvert structure
CN106869236A (en) * 2017-03-16 2017-06-20 浙江水利水电学院 A kind of sponge urban rainwater collection system is with horizontal tank and its construction method of regulating and storing
CN107012937A (en) * 2017-05-27 2017-08-04 嘉兴市规划设计研究院有限公司 Intercepting pollution for rainwater part flow arrangement and drainage system
CN206495262U (en) * 2017-02-14 2017-09-15 德阳顺辉建材有限公司 The sponge urban rainwater circulatory system
CN206948983U (en) * 2017-03-21 2018-02-02 兰州交通大学 Plant module in storage-type garden
CN107816113A (en) * 2017-12-07 2018-03-20 山东农业大学 The Hills runoff that a kind of sewer pipe cellar for storing things combines harvests system and harvests method
CN208105206U (en) * 2018-03-29 2018-11-16 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) Duct run-off

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6652187B2 (en) * 2001-02-15 2003-11-25 State Of North Carolina Portable cofferdam and method for stabilizing the structural integrity of box culvert bridges
CN104129889B (en) * 2014-07-15 2016-03-30 重庆大学 A kind of community, Mountainous City rainwater treatment reclaiming system

Patent Citations (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4225434A (en) * 1975-02-13 1980-09-30 Wilhelm Ernst Storm overflow basin
US4405260A (en) * 1981-06-22 1983-09-20 Tepin Tsai Method of constructing underpass across railway and highway without affecting normal traffic thereof
RU2149958C1 (en) * 1998-11-16 2000-05-27 Курский государственный технический университет Sewerage drop structure
DE19956022A1 (en) * 1999-11-19 2001-05-23 Vsb Vogelsberger Umwelttechnis Rain water collection basin with clarifier overflow has rainwater intake device with concrete dividing wall to define intake flow, and pipes in wall to form clarifier overflow
GB0012547D0 (en) * 2000-05-19 2000-07-12 Currie Russell D Sewer pipe structures and their method of construction
DE10064898A1 (en) * 2000-12-23 2002-06-27 Innovative Umwelttechnik Gmbh Rain overflow basin used in clarifying plant comprises bypass leading from basin inlet to basin outlet, running within horizontal projection of overflow basin, and not hydraulically communicating with inside of basin
CN1510220A (en) * 2002-12-20 2004-07-07 陈瑞文 Water resource recovering systems
KR200389659Y1 (en) * 2005-04-29 2005-07-18 한종훈 Drain trap for sink
CN101845806A (en) * 2010-05-19 2010-09-29 河海大学 Permeable overflow dam combining functions of water level control and water purification
CN201835379U (en) * 2010-11-05 2011-05-18 贵阳铝镁设计研究院 Water-saving operation device
CN201991263U (en) * 2011-03-05 2011-09-28 秦国忠 Combination device for multifunctional polygonal concrete prefabricated water storage tank
CN202187414U (en) * 2011-07-27 2012-04-11 中冶赛迪工程技术股份有限公司 Water sealing drainer
CN203200889U (en) * 2013-04-16 2013-09-18 机械工业第三设计研究院 Intercepting rain water hole
CN203429608U (en) * 2013-09-04 2014-02-12 苏州长玖节能科技服务有限公司 Simple flood drainage device with overflow tank
CN103437330A (en) * 2013-09-04 2013-12-11 苏州长玖节能科技服务有限公司 Simple drainage device of overflow groove
CN104563060A (en) * 2014-12-31 2015-04-29 广州市市政工程设计研究院 Embankment integrating functions of river closure, regulation and storage flood drainage as well as method for improving water environment
CN104612237A (en) * 2015-02-06 2015-05-13 武汉圣禹排水系统有限公司 Rainfall flood regulating system
CN205475601U (en) * 2016-04-11 2016-08-17 重庆大学 River course box culvert with distribution of rain and sewage and overflow function
CN205934836U (en) * 2016-07-26 2017-02-08 扬州大学 Take outlet water pool formula box culvert structure
CN106049601A (en) * 2016-07-27 2016-10-26 中国电建集团西北勘测设计研究院有限公司 Collection, storage, and drain integrated rainfall flood holding up culvert and rainwater resource method
CN106368285A (en) * 2016-08-29 2017-02-01 德阳顺辉建材有限公司 Sidewalk rainwater circulating system
CN206495262U (en) * 2017-02-14 2017-09-15 德阳顺辉建材有限公司 The sponge urban rainwater circulatory system
CN106869236A (en) * 2017-03-16 2017-06-20 浙江水利水电学院 A kind of sponge urban rainwater collection system is with horizontal tank and its construction method of regulating and storing
CN206948983U (en) * 2017-03-21 2018-02-02 兰州交通大学 Plant module in storage-type garden
CN107012937A (en) * 2017-05-27 2017-08-04 嘉兴市规划设计研究院有限公司 Intercepting pollution for rainwater part flow arrangement and drainage system
CN107816113A (en) * 2017-12-07 2018-03-20 山东农业大学 The Hills runoff that a kind of sewer pipe cellar for storing things combines harvests system and harvests method
CN208105206U (en) * 2018-03-29 2018-11-16 辽宁省水利水电勘测设计研究院有限责任公司(原名称为辽宁省水利水电勘测设计研究院) Duct run-off

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
大型核电站排水箱涵和交叉口渡槽的结构设计;廖泽球;电力建设(08);全文 *
选煤厂水力旋流器的应用及发展方向;吕佳亮;;露天采矿技术(12);全文 *

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