CN1245236A - Movable water retaining and accumulating wall - Google Patents
Movable water retaining and accumulating wall Download PDFInfo
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- CN1245236A CN1245236A CN 98112593 CN98112593A CN1245236A CN 1245236 A CN1245236 A CN 1245236A CN 98112593 CN98112593 CN 98112593 CN 98112593 A CN98112593 A CN 98112593A CN 1245236 A CN1245236 A CN 1245236A
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- water retaining
- movable water
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Abstract
A detachable water retaining and accumulating wall features that it is a sealed cavity body formed by side plates surrounding it. The side plates facing the water, the side plates with back to the water, top plate and bottom plate are fixed together and reinforced by rope or cable. The water inlet or outlet communicated to internal cavity is made up on the side plates facing water and top plate. The bottom plate is fixed to ground by the locating piles surrounding it. Said wall can be used as long embankment and cofferdam in order to save money and labour.
Description
The invention belongs to a kind of hydraulic facility, particularly a kind of movable hydraulic facility that is used for drought resisting flood fighting and cofferdam.
In state-owned sentence old saying, be called " confront soldiers with generals and stem water with earth ".Being used for vallation dykes and dams and cofferdam with soil, sand, building stones etc. has become people's general knowledge, has also caused a kind of thinking set.Yet the throwing of soil, sand, building stones is filled out to be needed to consume great amount of manpower and material resources, and not anti-immersion.Area, the middle and lower reach of Yangtze River great flood in this year, dangerous situation is continuous everywhere, and flood-fighting work is extremely difficult, is best evidence, and this stern reality problem has arrived must firmly grasp the stage that solves.
The objective of the invention is to change people's thinking set and traditional concept, open up the new road of a water-control, design and a kind ofly can manufacture the movable water retaining and accumulating wall in cofferdam, in the hope of fundamentally solving foregoing problems in order to the flood fighting drought resisting.
Purpose of the present invention is achieved by following approach:
A kind of movable water retaining and accumulating wall, it surrounds the closed cavity of an inside in order to retaining by each side, and the longitudinal section of cavity is trapezoidal, cares for reinforcing with hawser between the inherent upstream face of cavity and back side and end face and bottom surface; And on upstream face or end face, offer the outfall of advancing that is communicated with cavity; Body of wall and ground is affixed at the bottom surface periphery with guide pile.
During use, utilize water lifting machinery in cavity, to pour water, promptly constitute a firm body of wall after water is filled, can during arid, the water that is held in the body of wall can be emitted in order to drought resisting in order to dash; Simultaneously, body of wall can be connected into causeway by joint, in order to playing the effect of flood fighting dike, or body of wall be done cofferdam circlewise, can carry out the construction of water conservancy and bridge engineering after the water in the cofferdam is drained.This shows that the present invention has flood fighting drought resisting and cofferdam effect concurrently, anti-immersion is reusable, convenient to use, than the native bank of stone and cofferdam labor and material saving, can significantly reduce flood fighting and operating expenses.
Below in conjunction with accompanying drawing and embodiment the present invention is described in detail:
Fig. 1 is embodiment 1, i.e. the vertical schematic appearance of flood fighting drought resisting dike;
Fig. 2 is embodiment 1, i.e. the vertical internal construction schematic diagram of flood fighting drought resisting dike;
Fig. 3 is embodiment 1, i.e. flood fighting drought resisting dike plan structure schematic diagram;
Fig. 4 is embodiment 2, i.e. the vertical internal construction schematic diagram in cofferdam;
Fig. 5 is embodiment 2, i.e. the cofferdam schematic top plan view;
The present invention is a kind of dismountable movable water retaining and accumulating wall, and specifically, it comprises following two kinds of main embodiments:
Embodiment 1, i.e. flood fighting drought resisting dike.It surrounds the closed cavity 1 of an inside in order to retaining by upstream face 2, back side 3, end face 4, bottom surface 5 and two sides, front and back 8, the longitudinal section of cavity 1 is trapezoidal, cares for reinforcing with hawser 6 between cavity 1 inherent upstream face 2 and the back side 3 and between end face 4 and the bottom surface 5; And on upstream face 2 and end face 4, all respectively offer UNICOM's cavity 1 advance outfall 9; 5 peripheries are affixed with body of wall and ground with guide pile 7 in the bottom surface.On front and back sides 8, establish a tongue and groove 10 respectively, and establish scrap (bridge) 12, the plurality of segments body of wall is constituted jointly flood fighting drought resisting causeway or small dike with these tongue and groove 10 mutually nested cooperation scrap (bridge)s connections at the upstream face edge.For protection upstream face 2, make it not to be punctured, on the guide pile 7 on upstream face 2 sides, can establish a skim strainer; Connect firmly people's andante 11 so that the people walks on end face 4 tops on dike; And can on bottom surface 5, connect a bank protection skirt, this bank protection skirt can ride on the main dike, avoids water to infiltrate the present invention's body of wall bottom surface 5 times first, second also can play waterproof and wash away effect with the protection main dike.
The present invention can adopt rigid material to do skeleton, covers with the high-strength water-resistance lining again on skeleton, makes as rubber etc., can adopt also that the high-strength water-resistance lining is directly sticking to be seamed into flexible product so that transportation.
Claims (6)
1. movable water retaining and accumulating wall, it is characterized in that: it surrounds the closed cavity [1] of an inside in order to retaining by each side, cavity [1] longitudinal section is trapezoidal, cares for reinforcing with hawser [6] between inherent upstream face of cavity [1] [2] and back side [3] and end face [4] and bottom surface [5]; And on upstream face [2] or end face [4], offer UNICOM's cavity [1] advance outfall [9]; [5] periphery is affixed with body of wall and ground with guide pile [7] in the bottom surface.
2. movable water retaining and accumulating wall according to claim 1, it is characterized in that: closed cavity [1] is surrounded by upstream face [2], back side [3], end face [4], bottom surface [5] and two sides, front and back [8], on upstream face [2] and end face [4], respectively drive outfall [9] into, establish a tongue and groove [10] respectively in two sides, front and back [8], establish scrap (bridge) [12] at the upstream face edge, be coupled to each other the composition causeway with this tongue and groove [10].
3. movable water retaining and accumulating wall according to claim 1 is characterized in that: the toroidal cavity of cavity [1] for being surrounded by upstream face [2], back side [3], end face [4] and bottom surface [5].
4. movable water retaining and accumulating wall according to claim 2 is characterized in that: can establish a skim strainer [13] on the other guide pile [7] of upstream face [2].
5. according to claim 2 or 4 described movable water retaining and accumulating walls, it is characterized in that: connect firmly people's andante [11] on end face [4] top.
6. movable water retaining and accumulating wall according to claim 2 is characterized in that: can connect a bank protection skirt on bottom surface [5].
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 98112593 CN1245236A (en) | 1998-08-15 | 1998-08-15 | Movable water retaining and accumulating wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 98112593 CN1245236A (en) | 1998-08-15 | 1998-08-15 | Movable water retaining and accumulating wall |
Publications (1)
Publication Number | Publication Date |
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CN1245236A true CN1245236A (en) | 2000-02-23 |
Family
ID=5222431
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 98112593 Pending CN1245236A (en) | 1998-08-15 | 1998-08-15 | Movable water retaining and accumulating wall |
Country Status (1)
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CN (1) | CN1245236A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1837511B (en) * | 2006-04-07 | 2010-06-02 | 上海市政工程设计研究总院 | Double-rowed cofferdam and method for manufacturing the same |
CN102493400A (en) * | 2011-12-27 | 2012-06-13 | 罗小松 | Cut-off box |
CN102666999A (en) * | 2009-10-09 | 2012-09-12 | 小韦伯斯特·皮尔斯 | Wave suppressor and sediment collection system |
US8985896B2 (en) | 2009-10-09 | 2015-03-24 | Webster Pierce, Jr. | Water suppressor and sediment collection system for use in shallow and deeper water environments |
CN104746523A (en) * | 2013-12-30 | 2015-07-01 | 上海勘测设计研究院 | Cofferdam structure and application method thereof |
US9157204B2 (en) | 2009-10-09 | 2015-10-13 | Webster Pierce, Jr. | Wave suppressor and sediment collection system |
CN105780723A (en) * | 2015-05-06 | 2016-07-20 | 华北水利水电大学 | Flood storage type ecological embankment |
-
1998
- 1998-08-15 CN CN 98112593 patent/CN1245236A/en active Pending
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1837511B (en) * | 2006-04-07 | 2010-06-02 | 上海市政工程设计研究总院 | Double-rowed cofferdam and method for manufacturing the same |
US9885163B2 (en) | 2009-10-09 | 2018-02-06 | Webster Pierce, Jr. | Wave suppressor and sediment collection system |
US8985896B2 (en) | 2009-10-09 | 2015-03-24 | Webster Pierce, Jr. | Water suppressor and sediment collection system for use in shallow and deeper water environments |
US9732491B2 (en) | 2009-10-09 | 2017-08-15 | Webster Pierce, Jr. | Water suppressor and sediment collection system for use in shallow and deeper water environments |
US9410299B2 (en) | 2009-10-09 | 2016-08-09 | Webster Pierce, Jr. | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
US10787779B2 (en) | 2009-10-09 | 2020-09-29 | Webster Pierce, Jr. | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
US9157204B2 (en) | 2009-10-09 | 2015-10-13 | Webster Pierce, Jr. | Wave suppressor and sediment collection system |
US10669684B2 (en) | 2009-10-09 | 2020-06-02 | Webster Pierce, Jr. | Wave suppressor and sediment collection system |
US10450712B2 (en) | 2009-10-09 | 2019-10-22 | Webster Pierce, Jr. | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
US11326317B2 (en) | 2009-10-09 | 2022-05-10 | Webster Pierce, Jr. | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
CN102666999A (en) * | 2009-10-09 | 2012-09-12 | 小韦伯斯特·皮尔斯 | Wave suppressor and sediment collection system |
CN102666999B (en) * | 2009-10-09 | 2015-05-06 | 小韦伯斯特·皮尔斯 | Wave suppressor and sediment collection system |
US10221534B2 (en) | 2009-10-09 | 2019-03-05 | Webster Pierce, Jr. | Wave suppressor and sediment collection system |
US10060089B2 (en) | 2009-10-09 | 2018-08-28 | Webster Pierce, Jr. | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
CN102493400A (en) * | 2011-12-27 | 2012-06-13 | 罗小松 | Cut-off box |
CN104746523B (en) * | 2013-12-30 | 2016-05-04 | 上海勘测设计研究院 | cofferdam structure and using method thereof |
CN104746523A (en) * | 2013-12-30 | 2015-07-01 | 上海勘测设计研究院 | Cofferdam structure and application method thereof |
CN105780723A (en) * | 2015-05-06 | 2016-07-20 | 华北水利水电大学 | Flood storage type ecological embankment |
CN105780723B (en) * | 2015-05-06 | 2017-09-19 | 华北水利水电大学 | A kind of flood storage formula ecological embankment |
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