CN108221885A - Duct run-off - Google Patents
Duct run-off Download PDFInfo
- Publication number
- CN108221885A CN108221885A CN201810270240.1A CN201810270240A CN108221885A CN 108221885 A CN108221885 A CN 108221885A CN 201810270240 A CN201810270240 A CN 201810270240A CN 108221885 A CN108221885 A CN 108221885A
- Authority
- CN
- China
- Prior art keywords
- box culvert
- overflow
- connection
- connection pool
- venthole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; 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 duct run-offs, and including box culvert, connection pool, the box culvert at least sets two, and all box culvert side-by-sides are embedded in underground, each box culvert is secretly contained respectively by respective individually overflow individually to be connected with connection pool.All overflows, which are secretly contained, not to be connected, and residing height is identical mutually.The contact position setting waterstop of the both ends connection aqueduct of the box culvert, aqueduct outer wall and box culvert.The box culvert has water inlet end and water outlet, and wherein water inlet end is set into manhole, and the box culvert also opens up venthole, the snorkel that venthole connection is basseted.It is independent of each other during flow overflow in each box culvert of the invention, water is secretly contained by overflow into side wall connection pool, summarizes and flows into downstream side river.
Description
Technical field
The present invention relates to hydrotechnics fields, specifically duct run-off.
Background technology
In the prior art, the duct being applied in water conservancy construction needs to be equipped with run-off, but duct is usually more at present
A box culvert arranged side by side is embedded to underground together, and each box culvert can not realize the overflow of each box culvert of independent control, and overflow between box culvert
Water level influences each other.
Invention content
The purpose of the present invention is to provide duct run-off, it is independent of each other during flow overflow in each box culvert, water passes through
Overflow is secretly contained into side wall connection pool, summarizes and flows into downstream side river.
In order to achieve the above objectives, present invention employs following technical solution, duct run-offs, including box culvert, connection
Pond, the box culvert at least sets two, and all box culvert side-by-sides are embedded in underground, and the box culvert has water inlet end and water outlet,
Wherein water inlet end is set into manhole, and the box culvert also opens up venthole, the snorkel that venthole connection is basseted.Each case
Contain by respective individually overflow secretly to contain respectively and individually be connected with connection pool.All overflows, which are secretly contained, not to be connected, and residing mutually
Height it is identical.The contact position setting waterstop of the both ends connection aqueduct of the box culvert, aqueduct outer wall and box culvert.
The box culvert, connection pool, overflow secretly contain interconnection and are integrally formed formula molding structure.
Compared to the prior art, the invention has the advantages that：
The form of run-off of the present invention is multiple independent box culverts, corresponding same amount of more independent tubes；In each box culvert
It is independent of each other during flow overflow.Water is secretly contained by overflow into side wall connection pool, summarizes and flows into downstream side river.
Description of the drawings
Fig. 1 is the top plan view structure diagram of duct run-off；
Fig. 2 is the A-A sectional views of Fig. 1；
Fig. 3 is the B-B sectional views of Fig. 1；
Fig. 4 is the C-C sectional views of Fig. 1；
Fig. 5 is the D-D sectional views of Fig. 1.
In figure：11st, the first box culvert；12nd, the second box culvert；13rd, third box culvert；14th, the 4th box culvert；2nd, into manhole；3rd, it connects
Pond；41st, the first overflow is secretly contained；42nd, the second overflow is secretly contained；43rd, third overflow is secretly contained；44th, the 4th overflow is secretly contained；5th, waterstop；
6th, aqueduct；7th, venthole.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment shall fall within the protection scope of the present invention.
As shown in attached drawing 1 to Fig. 5, duct run-off, including box culvert, connection pool, the box culvert at least sets two, and
All box culvert side-by-sides are embedded in underground, each box culvert is secretly contained respectively by respective individually overflow individually to be connected with connection pool.
All overflows, which are secretly contained, not to be connected, and residing height is identical mutually.The both ends of the box culvert are respectively water inlet end and water outlet,
Water inlet end connects the contact position setting waterstop of aqueduct, aqueduct outer wall and box culvert with water outlet.The box culvert into
Water end (W.E.) is set into manhole, and the box culvert also opens up venthole, the snorkel that venthole connection is basseted.
Box culvert can be individually set up in parallel one by one, can also be configured by following implementation column.
For example, when box culvert is less than or equal to three, the box culvert, connection pool, overflow are secretly contained for integral type molding structure.
For another example, when box culvert is four and four or more, use box culvert two-by-two for one group of composition one when box culvert is even number
Body formula molding structure, using the permutation and combination of 2+1 or 3+2+1 during odd number.
Certain connection pool and overflow secretly contain can with next to box culvert as integral structure molding.
All of above stitching portion is every to be needed to be respectively provided with waterstop by the place of flow.
When run-off downstream occurs extreme operating condition or needs maintenance, service valve is closed（Single pipe or more pipelines）, this
When run-off occur overflow.Water is secretly contained by overflow into side wall connection pool during overflow, summarizes and flows into downstream side river.
In the description of the present invention, it is to be understood that term " longitudinal direction ", " transverse direction ", " on ", " under ", "front", "rear",
The orientation or position relationship of the instructions such as "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " is based on attached drawing institutes
The orientation or position relationship shown is for only for ease of the description present invention rather than instruction or implies that signified device or element must
There must be specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (1)
1. duct run-off, including box culvert, connection pool, which is characterized in that the box culvert at least sets two, and all box culverts
Side-by-side is embedded in underground, and the box culvert has water inlet end and water outlet, and wherein water inlet end is set into manhole, and the box culvert also opens up
Venthole, the snorkel that venthole connection is basseted, each box culvert are secretly contained with connecting respectively by respective individually overflow
Pond individually connects, and all overflows are secretly contained not to be connected, and residing height is identical between each other, and the both ends connection of the box culvert is defeated
The contact position setting waterstop of waterpipe, aqueduct outer wall and box culvert, the box culvert, connection pool, overflow, which are secretly contained, mutually to be interconnected
It is connected into as integral type molding structure.
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 true CN108221885A (en) | 2018-06-29 |
| CN108221885B CN108221885B (en) | 2023-09-26 |
Family
ID=62659216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810270240.1A Active CN108221885B (en) | 2018-03-29 | 2018-03-29 | Overflow pool for duct |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108221885B (en) |
Citations (29)
| 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 |
| US20020110421A1 (en) * | 2001-02-15 | 2002-08-15 | Fowler Danny Wayne | Portable cofferdam and method for stabilizing the structural integrity of box culvert bridges |
| 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 |
| US20160017588A1 (en) * | 2014-07-15 | 2016-01-21 | Chongqing University | System for treating and recycling rainwater |
| 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 |
-
2018
- 2018-03-29 CN CN201810270240.1A patent/CN108221885B/en active Active
Patent Citations (29)
| 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 |
| US20020110421A1 (en) * | 2001-02-15 | 2002-08-15 | Fowler Danny Wayne | Portable cofferdam and method for stabilizing the structural integrity of box culvert bridges |
| 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 |
| US20160017588A1 (en) * | 2014-07-15 | 2016-01-21 | Chongqing University | System for treating and recycling rainwater |
| 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)
| Title |
|---|
| 吕佳亮;: "选煤厂水力旋流器的应用及发展方向", 露天采矿技术, no. 12 * |
| 廖泽球: "大型核电站排水箱涵和交叉口渡槽的结构设计", 电力建设, no. 08 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108221885B (en) | 2023-09-26 |
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