CN103410086A - Novel water gate energy dissipation facility and construction - Google Patents
Novel water gate energy dissipation facility and construction Download PDFInfo
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- CN103410086A CN103410086A CN2013103284176A CN201310328417A CN103410086A CN 103410086 A CN103410086 A CN 103410086A CN 2013103284176 A CN2013103284176 A CN 2013103284176A CN 201310328417 A CN201310328417 A CN 201310328417A CN 103410086 A CN103410086 A CN 103410086A
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Abstract
A novel water gate energy dissipation facility and construction is characterized in that an underground damping and energy dissipating water-flowing tunnel device approximately used for going upstairs and downstairs is designed at the bottom of an original bridge foundation and exceeds 50 centimeters from a river bottom, a capsule retaining dam is positioned above the underground damping and energy dissipating water-flowing tunnel device, and an energy dissipating and damping water wind air inflow thrusting valve device is designed inside a hollow bridge pier. A water level lifting device is designed at a water touching tip of an upstream bridge pier, the energy dissipating and damping water wind air inflow thrusting valve device is utilized during flooding to promote water in an underground tunnel to flow rapidly, impact of water of an underground damping and energy dissipating water-flowing tunnel on above water is increased and enhanced to be dissipated during flooding, a part of water needing to pass a bridge flows through the underground damping and energy dissipating water-flowing tunnel, impact strength of water wind is utilized to promote reduction of water impact of water in a river, impact to the bridge is reduced, and service life of the bridge is prolonged.
Description
Technical field:
A kind of water gate of the present invention disappear power facility and construction, relate to the road and bridge aspect, and especially sluice and bridge construction are particularly important.
Background technology:
In present technology in sluice and bridge construction, all generally that water is directly passed a bridge, at bridge absorption basin arranged up and down, owing to thinking little of bridge, in the rainy day, be subjected to the impact of water, general absorption basin year of a specified duration all by silt, buried, the benefit of absorption basin do not occur at all, let alone the effect of novel absorption basin, have a strong impact on the application life of bridge, cause the security implication of property and life.When sluice and the novel construction of bridge, treat to go.
A kind of novel power of disappearing sluice facility of the present invention and construction, comprise the river course framework, crane span structure, underground upstream and downstream absorption basin, water wind thrust valve, it is characterized in that in original bridge foundation bottom design the underground buffering of going downstairs on similar the power water flowing tunnel equipment that disappears, higher than 50 centimeters of river bed, it is more than capsule check dam position, in the indoor design of hollow bridge pier the power buffered water wind thrust valve device that disappears, touching on the water point of upstream bridge pier, designed the fluctuation in stage device, when flooding, utilize the power buffered water wind thrust valve device that disappears, to the underground buffering power water flowing tunnel equipment that disappears, make plus-pressure, impel the water of subterranean tunnel to circulate fast, pull and strengthen underground buffering and disappear the water in power water flowing tunnel to the impact of the top water power that disappears, at the upstream absorption basin, lead on the facade of downstream water flowing tunnel equipment and designed and blocked sluice, breakdown while flooding, close at ordinary times and block water, in the time of flooding, a water part of passing a bridge is passed through from the underground buffering power water flowing tunnel equipment that disappears, utilize the impact strength of this water to impel the water of korneforos to reduce the impact of water, reduce the impact of bridge, increase bridge application life, in order to make the underground buffering power water flowing tunnel equipment that disappears impel the water Rapid Flow of subterranean tunnel, having designed electric propeller stirs the disappear water in power water flowing tunnel of underground buffering and passes through fast, according to the diameter of the axle of screw at bridge pier, open up and down a groove up and down matched, screw is packed into into, preparation floods and conveniently uses, a part of water is forced to pass through from the underground buffering power water flowing tunnel equipment that disappears, utilize the strength of this water slug to alleviate the impact that river is passed a bridge, reduce impact force, increase bridge application life.
The described a kind of novel power of disappearing sluice facility and construction, is characterized in that the electric propeller dewatering installation, can change at any time.
The present invention plants the disappear useful benefit of power facility and construction of water gate, has alleviated the impact force of water to bridge, has protected the life-span of bridge, has saved economy, has protected property, has protected the people's life security
The accompanying drawing explanation
A kind of water gate shown in Figure 1 disappear the power facility with the construction total schematic diagram.
A kind of water gate shown in Figure 2 disappear power facility and construction buffering disappear power water flowing tunnel and sluice gate schematic diagram.
A kind of water gate shown in Figure 3 disappear power facility and construction buffering disappear power water flowing tunnel and sluice gate and screw schematic diagram.
A kind of water gate shown in Figure 4 power facility and construction buffering building bridge plate power buffered water wind thrust valve device that disappears that disappears above power water flowing tunnel that disappears.
The specific embodiment:
A kind of novel power of disappearing sluice facility of the present invention and construction, it is characterized in that in original bridge foundation bottom design the underground buffering of going downstairs on similar the power water flowing tunnel equipment that disappears, higher than 50 centimeters of river bed, touching on the water point of upstream bridge pier, designed the fluctuation in stage device, when flooding, utilize the power buffered water wind thrust valve device that disappears, to the underground buffering power water flowing tunnel equipment that disappears, make plus-pressure, impel the water of subterranean tunnel to circulate fast, pull and strengthen underground buffering and disappear the water in power water flowing tunnel to the impact of the top water power that disappears, at the upstream absorption basin, lead on the facade of downstream water flowing tunnel equipment and designed and blocked sluice, breakdown while flooding, close at ordinary times and block water, in the time of flooding, a water part of passing a bridge is passed through from the underground buffering power water flowing tunnel equipment that disappears, utilize the impact strength of this water to impel the water of korneforos to reduce the impact of water, reduce the impact of bridge, increase bridge application life, in order to make the underground buffering power water flowing tunnel equipment that disappears impel the water of subterranean tunnel to circulate fast, having designed electric propeller stirs the disappear water in power water flowing tunnel of underground buffering and passes through fast, according to the diameter of the axle of screw at bridge pier, open up and down a groove up and down matched, screw is packed into into, preparation floods and conveniently uses, a part of water is forced to pass through from the underground buffering power water flowing tunnel equipment that disappears, utilize the strength of this water slug to alleviate the impact that river is passed a bridge, reduce impact force, increase bridge and use the longevity, moving screw dewatering installation, can change at any time, referring to 1 in Fig. 1, it is the design's hollow stake schematic diagram, in Fig. 12 touches water point schematic diagram for the stake of the design's hollow, in Fig. 13 is the building bridge plate schematic diagram of above 50 centimeters of the design's river bed, on 12 capsule check dam Jiu Zai building bridge plates in Fig. 1, referring to 4 in Fig. 1, cushion for the design disappear power water flowing tunnel and sluice gate schematic diagram, while flooding, pull open, referring to 5 in Fig. 1, be the disconnected tangent line of the design's sluice, referring to 6 in Fig. 1, it is the design upstream absorption basin schematic diagram, referring to 8 in Fig. 1, it is the design downstream absorption basin schematic diagram, referring to 9 in Fig. 1, it is absorption basin baseplane, the design downstream schematic diagram, referring to 10 in Fig. 1, be that the design upstream and river bed are upper horizontal absorption basin schematic diagram, referring to 11 in Fig. 1, it is propeller set hole schematic diagram, do not need fixedly to put just, referring to 12 in Fig. 1, it is the design's capsule check dam schematic diagram.
A kind of water gate shown in Figure 2 disappear power facility and construction buffering disappear power water flowing tunnel and sluice gate schematic diagram, referring to 1 in Fig. 2, disappear power buffered water wind thrust valve device in this inside for the design's hollow bridge pier, referring to 2 in Fig. 2, touch water point schematic diagram for the design's hollow bridge pier, it referring to 3 in Fig. 2, is the building bridge plate schematic diagram of 50 centimeters more than the river bed of capsule check dam for sluice, referring to 4 in Fig. 2, cushion for the design disappear power water flowing tunnel and sluice gate schematic diagram, hinged door and device are at two kinds, the door of the rotary shaft at two, referring to 5 in Fig. 2, it is the upper and lower groove of the design's screw drawing of site, in Fig. 26 is the underground buffering of the design power water flowing tunnel sluice gate breakdown direction that disappears, in Fig. 27 is the design's hinge schematic diagram.
A kind of water gate shown in Figure 3 disappear power facility and construction buffering disappear power water flowing tunnel and sluice gate and screw schematic diagram.Referring to 1 in Fig. 3, it is the design's hollow bridge pier schematic diagram, referring to 2 in Fig. 3, touch water point schematic diagram for the design's hollow bridge pier, it referring to 3 in Fig. 3, is the building bridge plate floor map of 50 centimeters more than the river bed of capsule check dam for the design, referring to 4 in Fig. 3, cushion for the design disappear power water flowing tunnel and sluice gate schematic diagram, a part of water is forced to pass through from the underground buffering power water flowing tunnel that disappears, impel the water of subterranean tunnel to circulate fast, referring to 5 in Fig. 3, it is the design's screw location means schematic diagram, do not need to fix, put into upper and lower groove just, according to the several screws of length design of check dam, get final product.
A kind of water gate shown in Figure 4 power facility and construction buffering building bridge plate power buffered water wind thrust valve device that disappears that disappears above power water flowing tunnel that disappears, referring to 1 in Fig. 4, be mainly used in ventilating for the design's hollow bridge pier schematic diagram, water inlet, effect, referring to 2 in Fig. 4, be that the design's fluctuation in stage device is according to the big or small lifting water level lifting gear flooded, coordinate the water inlet of buffered water wind thrust valve to ventilate, increasing is carried the disappear water in power water flowing tunnel of the underground buffering of power and is passed through fast, pull the power of disappearing, referring to 3 in Fig. 4, be the design's inlet channel schematic diagram that ventilates, referring to 4 in Fig. 4, pay the line schematic diagram for the design's pipeline.
Claims (2)
1. the novel power of disappearing a sluice facility and construction, comprise the river course framework, crane span structure, underground upstream and downstream absorption basin, water wind thrust valve, it is characterized in that in original bridge foundation bottom design the underground buffering of going downstairs on similar the power water flowing tunnel equipment that disappears, higher than 50 centimeters of river bed, it is more than capsule check dam position, in the indoor design of hollow bridge pier the power buffered water wind thrust valve device that disappears, touching on the water point of upstream bridge pier, designed the fluctuation in stage device, when flooding, utilize the power buffered water wind thrust valve device that disappears, to the underground buffering power water flowing tunnel equipment that disappears, make plus-pressure, impel the water of subterranean tunnel to circulate fast, pull and strengthen underground buffering and disappear the water in power water flowing tunnel to the impact of the top water power that disappears, at the upstream absorption basin, lead on the facade of downstream water flowing tunnel equipment and designed and blocked sluice, breakdown while flooding, close at ordinary times and block water, in the time of flooding, a water part of passing a bridge is passed through from the underground buffering power water flowing tunnel equipment that disappears, utilize the impact strength of this water to impel the water of korneforos to reduce the impact of water, reduce the impact of bridge, increase bridge application life, in order to make the underground buffering power water flowing tunnel equipment that disappears impel the water Rapid Flow of subterranean tunnel, having designed electric propeller stirs the disappear water in power water flowing tunnel of underground buffering and passes through fast, according to the diameter of the axle of screw at bridge pier, open up and down a groove up and down matched, screw is packed into into, preparation floods and conveniently uses, a part of water is forced to pass through from the underground buffering power water flowing tunnel equipment that disappears, utilize the strength of this water slug to alleviate the impact that river is passed a bridge, reduce impact force, increase bridge application life.
2. as the claim 1 novel power of disappearing sluice facility and as described in constructing, it is characterized in that the electric propeller dewatering installation, can change at any time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103284176A CN103410086A (en) | 2013-07-23 | 2013-07-23 | Novel water gate energy dissipation facility and construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103284176A CN103410086A (en) | 2013-07-23 | 2013-07-23 | Novel water gate energy dissipation facility and construction |
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| CN103410086A true CN103410086A (en) | 2013-11-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2013103284176A Pending CN103410086A (en) | 2013-07-23 | 2013-07-23 | Novel water gate energy dissipation facility and construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746418A (en) * | 2015-03-27 | 2015-07-01 | 安徽华天电力设备有限公司 | Lifting bridge rack with chain stand columns |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1310268A (en) * | 2000-02-22 | 2001-08-29 | 石云波 | Microfriction rotary gate |
| CN2732828Y (en) * | 2004-07-22 | 2005-10-12 | 周明泉 | Hydraulic automatic bidirectional swinging water gate |
| CN202064323U (en) * | 2011-03-01 | 2011-12-07 | 浙江广川工程咨询有限公司 | Multifunctional coastal tidal gate |
| CN202718071U (en) * | 2012-08-31 | 2013-02-06 | 黄河勘测规划设计有限公司 | Barrage structure capable of lowering silt of reservoir area |
| JP2013036229A (en) * | 2011-08-08 | 2013-02-21 | Hokoku Kogyo Co Ltd | Water gate |
| CN103015374A (en) * | 2012-12-01 | 2013-04-03 | 李尚喜 | Retaining dam automatically lifted by utilizing waterpower |
-
2013
- 2013-07-23 CN CN2013103284176A patent/CN103410086A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1310268A (en) * | 2000-02-22 | 2001-08-29 | 石云波 | Microfriction rotary gate |
| CN2732828Y (en) * | 2004-07-22 | 2005-10-12 | 周明泉 | Hydraulic automatic bidirectional swinging water gate |
| CN202064323U (en) * | 2011-03-01 | 2011-12-07 | 浙江广川工程咨询有限公司 | Multifunctional coastal tidal gate |
| JP2013036229A (en) * | 2011-08-08 | 2013-02-21 | Hokoku Kogyo Co Ltd | Water gate |
| CN202718071U (en) * | 2012-08-31 | 2013-02-06 | 黄河勘测规划设计有限公司 | Barrage structure capable of lowering silt of reservoir area |
| CN103015374A (en) * | 2012-12-01 | 2013-04-03 | 李尚喜 | Retaining dam automatically lifted by utilizing waterpower |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746418A (en) * | 2015-03-27 | 2015-07-01 | 安徽华天电力设备有限公司 | Lifting bridge rack with chain stand columns |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 266109 science and Technology Bureau of Chengyang District, Shandong, Qingdao Applicant after: Li Shangxi Address before: 266555 science and Technology Bureau of Qingdao economic and Technological Development Zone, Shandong Province, transferred to Li Shangxi Applicant before: Li Shangxi |
|
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 266109, Shandong province Qingdao District, Chengyang Province Street Zhuang Wen Wen costume research and development center 208B Applicant after: Li Shangxi Address before: 266109 science and Technology Bureau of Chengyang District, Shandong, Qingdao Applicant before: Li Shangxi |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131127 |
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| WD01 | Invention patent application deemed withdrawn after publication |