CN104047264B - Barge formula moves training dyke and using method thereof - Google Patents
Barge formula moves training dyke and using method thereof Download PDFInfo
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- CN104047264B CN104047264B CN201410271107.XA CN201410271107A CN104047264B CN 104047264 B CN104047264 B CN 104047264B CN 201410271107 A CN201410271107 A CN 201410271107A CN 104047264 B CN104047264 B CN 104047264B
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Abstract
Barge formula of the present invention moves training dyke and using method refers to a kind of waterway regulation works utilizing barge to construct as training dyke.Barge formula moves training dyke and includes barge, water filling component, water discharge member and control member；Barge formula moves training dyke using barge as the main body of dam structure, watertight ballast compartments is set in barge, at the water discharge member that is arranged over of watertight ballast compartments, lower section is provided with water filling component, and the upper surface at barge hull corresponding to watertight ballast compartments is provided with control member；Water filling component includes water injection valve, water injection valve pipeline, flase floor；Water filling component is distributed in barge hull side, and position, below minimum drinking water position, is provided with water injection valve in barge hull side, and water injection valve connects water injection valve pipeline, is provided with the flase floor filtering foreign material on water injection valve pipeline；Water discharge member includes gully, well lid, and gully gos deep into watertight ballast compartments and connects with watertight ballast compartments, is provided with well lid in the outer face of gully.
Description
Technical field
Barge formula of the present invention moves training dyke and using method refers to a kind of waterway regulation works utilizing barge to construct as training dyke, utilize barge as the agent structure of training dyke, by by barge and the angled submerged of current, play change local flow direction, guide current district shallow to river shoal to wash away.
Background technology
At present, waterway regulation construction technology is all by using structure regulating structure such as groynes, longitudinal dike, shore protection, closure dam etc. in river to adjust and control current, and guide river into predetermined drainage gallery and lead off toward downstream, reach stably favourable river gesture, improve the purpose of Fairway navigation condition.
Mostly traditional regulating structure is by utilizing geotextile to use the material pell mell constructions such as soil, block stone, concrete to become dike in the case of carrying out river bottom protection in riverbed.This kind of regulating structure once molding, will become permanent construction (except temporary structure), it is impossible to adjust according to extraneous bed configuration change, and difficulty of construction is big, cost is high, the time cycle is long.
Additionally with regard to current river middle and lower reaches waterway regulation technical merit, traditional regulating structure still cannot solve the technical barrier faced.Particularly as follows: 1, after Riverine area dam builds up, river middle and lower reaches current are complicated, the husky defeated shifting rule of water, the rule of river bed change are difficult to grasp, river middle and lower reaches are as plain tract, riverbed is the widest, the riverbed of most sections be not the most stable or can rush, movable, regulating structure is often difficult to arrange regulating structure according to the hydrology, water husky defeated shifting rule, river bed change rule etc.；2, river middle and lower reaches alluvial river, feature is that point bar constantly disappears change of rising, and the height of point bar determines the regulated water stage of regulating structure and the width of regulation line, therefore rise along with disappearing of point bar, the regulated water stage of former regulating structure and the layout of regulation line are not meeting design requirement originally, and regulation function is also affected.
From the problems referred to above, for river middle and lower reaches alluvial river characteristic, river bed change at every moment occurs, and once changes, the relevant art such as the regulated water stage of original building and regulation line require all to be unsatisfactory for renovating requirement, the most just do not reach original renovating effect.It is therefore desirable to design a kind of can be according to the situation of change in riverbed, the regulating structure dynamically adjusted.
Summary of the invention
It is an object of the invention to, for above-mentioned weak point, provide a kind of barge formula through exploratory development and move training dyke and using method thereof.This kind of training dyke compares traditional jackstone fill training dyke, and difficulty of construction is little, low cost, instant effect, short construction period；Can flexible arrangement, solve the drawback that can only be verified of design effect of tradition training dyke by laboratory model；And remove conveniently, can be recycled, decrease after dam body pell mell construction completes, the reconstruction that brings because river bed change fails to reach renovating effect, the risk extended, remove；Avoid the too much tissue of ship machine equipment, the scope of operation various, the link that building stones are drawn materials, transported, and barge is easy to traction, on the spot floating, easy to use.
Barge formula moves training dyke and takes techniques below scheme to realize:
Barge formula moves training dyke and includes barge, water filling component, water discharge member and control member；
Barge formula moves training dyke using barge as the main body of dam structure, watertight ballast compartments is set in barge, at the water discharge member that is arranged over of watertight ballast compartments, lower section is provided with water filling component, and the upper surface at barge hull corresponding to watertight ballast compartments is provided with control member；
Water filling component includes water injection valve, water injection valve pipeline, flase floor；Water filling component is distributed in barge hull side, and position, below minimum drinking water position, is provided with water injection valve in barge hull side, and water injection valve connects water injection valve pipeline, is provided with the flase floor filtering foreign material on water injection valve pipeline；
Water discharge member includes gully, well lid, and gully gos deep into watertight ballast compartments and connects with watertight ballast compartments, is provided with well lid in the outer face of gully；When barge needs displacement, by putting into some immersible pumps, watertight ballast compartments inner storing water is expelled to outboard, it is possible to observed watertight ballast compartments height of water level by gully.The position of gully is arranged according to hull watertight ballast compartments Design coordination.
Described control member includes extension rod, threshold switch and handle；Being provided with threshold switch on water filling component, one end of threshold switch connects extension rod, and extension rod is through the hull of barge, and the other end at extension rod is provided with handle, the closedown switched by handle control valve.
The quantity of described watertight ballast compartments is no less than one.
Described watertight ballast compartments, each watertight ballast compartments correspondence is installed no less than a water filling component.
Described watertight ballast compartments, each watertight ballast compartments correspondence is installed no less than a water discharge member.
On described water filling component, emergent flashboard is installed, for making emergent closure when water injection valve lost efficacy.
Barge formula move training dyke by traction, position, lay, form training dyke in regulation waters, complete regulation function；After riverbed changes with upstream sluicing, water husky defeated shifting rule change, former training dyke regulation function is obstructed or declines, and can comply with adjustment regulation line position according to riverbed river change, re-start former barge training dyke and lay, reach to recirculate use.
Barge uses existing general barge structure, for " cuboid " structure, existing barge converts.
Barge hull, according to stability and ballast demand, is separated into some watertight ballast compartments, can distinguish water injection, adjusts hull floading condition.
It is as follows that barge formula moves training dyke using method:
(1): according to regulation training dyke axis, the index such as regulation scope determines barge riding position；
(2): riverbed, installation position foundation trench is flattened, reaches the requirement laid；
(3): be dispatched to barge waters is installed, according to construction survey unwrapping wire, and cast anchor, open the water filling component of barge side, watertight ballast compartments irrigation water filling in barge, notice that the axis according to training dyke adjusts position at any time, sink to the precalculated position that barge is laid；
A plurality of boats and ships are the most then used to increase training dyke length side by side；
(4): when needs shift position, close water filling component, open water discharge member, by gully, immersible pump being put into watertight ballast compartments and discharges unnecessary water, barge floats, and barge moves to the position needed, open water filling component, sink to the precalculated position that barge is laid.
The invention has the beneficial effects as follows:
The present invention designs simply, effect is notable.Using barge as the main body of training dyke, training dyke uses barge to carry out water storage lattice transformation, barge opsition dependent fixed point is cast anchor and can use after sinking to the bottom.Technique is simple, streamlining, it is to avoid too much ship machine puts into and the scope of operation arranges；Barge formula structure training dyke flexible arrangement, can dispose flexibly mobile and reusable, can be with the regulation line after river bed change and regulated water stage, readjust the layout of training dyke, decrease relate to river bed change after fixed dam builds up reconstruction, extend, remove risk.
Accompanying drawing explanation
In order to make the object, technical solutions and advantages of the present invention clearer, the invention will be further described with embodiment below in conjunction with the accompanying drawings, wherein:
Fig. 1 is that barge formula of the present invention moves training dyke structure overall structure schematic diagram.
Fig. 2 is that barge formula of the present invention moves the structural representation within training dyke.
Fig. 3 is the structural representation that barge formula of the present invention moves component of intaking on training dyke.
In figure 1, barge, 2, water discharge member, 3, water filling component, 4, control member；
2-1, well lid, 2-2, gully；
3-1, water injection valve, 3-2, flase floor, 3-3, water injection valve pipeline, 3-4, emergent flashboard；
4-1, handle, 4-2, extension rod, 4-3, threshold switch；
Barge formula moves training dyke and includes barge 1, water filling component 3, water discharge member 2 and control member 4；
Barge formula moves training dyke using barge 1 as the main body of dam structure, in barge 1, watertight ballast compartments is set, being arranged over water discharge member 2 in watertight ballast compartments, lower section is provided with water filling component 3, and the upper surface at barge 1 hull corresponding to watertight ballast compartments is provided with control member 4；
Water filling component 3 includes water injection valve 3-1, water injection valve pipeline 3-3, flase floor 3-2；Water filling component 3 is distributed at barge 1 profile, and position, below minimum drinking water position, is provided with water injection valve 3-1 at barge 1 profile, and on water injection valve 3-1, connection has water injection valve pipeline 3-3, is provided with the flase floor 3-2 filtering foreign material on water injection valve pipeline 3-3；
Water discharge member 2 includes gully 2-2, well lid 2-1, and gully 2-2 gos deep into watertight ballast compartments and connects with watertight ballast compartments, is provided with well lid 2-1 in the outer face of gully 2-2；When barge 1 needs displacement, by putting into some immersible pumps, watertight ballast compartments inner storing water is expelled to outboard, it is possible to observed watertight ballast compartments height of water level by gully 2-2.The position of gully is arranged according to the watertight ballast compartments Design coordination of hull 1.
Described control member 4 includes extension rod 4-2, threshold switch 4-3 and handle 4-1；The one end being provided with threshold switch 4-3, threshold switch 4-3 on water filling component 4 connects extension rod 4-2, the extension rod 4-2 hull through barge 1, and the other end at extension rod 4-2 is provided with handle 4-1, by the closedown of handle 4-1 control valve switch 4-3.
The quantity of described watertight ballast compartments is no less than one.
Described watertight ballast compartments, each watertight ballast compartments correspondence is installed no less than a water filling component 3.
Described watertight ballast compartments, each watertight ballast compartments correspondence is installed no less than a water discharge member 2.
Emergent flashboard 3-4 is installed, for making emergent closure when water injection valve 3-1 lost efficacy on described water filling component 3.
Barge formula move training dyke by traction, position, lay, form training dyke in regulation waters, complete regulation function；After riverbed changes with upstream sluicing, water husky defeated shifting rule change, former training dyke regulation function is obstructed or declines, and can comply with adjustment regulation line position according to riverbed river change, re-start former barge training dyke and lay, reach to recirculate use.
Barge uses existing general barge structure, for " cuboid " structure, existing barge converts.
Barge hull, according to stability and ballast demand, is separated into some watertight ballast compartments, can distinguish water injection, adjusts hull floading condition.
It is as follows that barge formula moves training dyke using method:
(1): according to regulation training dyke axis, the index such as regulation scope determines barge riding position；
(2): riverbed, installation position foundation trench is flattened, reaches the requirement laid；
(3): be dispatched to barge 1 waters is installed, according to construction survey unwrapping wire, and cast anchor, open the water filling component 3 of barge side, watertight ballast compartments irrigation water filling in barge 1, notices that the axis according to training dyke adjusts position at any time, sinks to the precalculated position that barge is laid；
A plurality of boats and ships are the most then used to increase training dyke length side by side；
(4): when needs shift position, close water filling component 3, open water discharge member 2, by gully 2-2, immersible pump being put into watertight ballast compartments and discharges unnecessary water, barge 1 floats, and barge 1 moves to the position needed, open water filling component 3 to sink, sink to the precalculated position that barge is laid.
Claims (4)
1. a barge formula moves training dyke, it is characterised in that: include barge, water filling component, water discharge member and control member；
Barge formula moves training dyke using barge as the main body of dam structure, watertight ballast compartments is set in barge, at the water discharge member that is arranged over of watertight ballast compartments, lower section is provided with water filling component, and the upper surface at barge hull corresponding to watertight ballast compartments is provided with control member；
Water filling component includes water injection valve, water injection valve pipeline, flase floor；Water filling component is distributed in barge hull side, and position, below minimum drinking water position, is provided with water injection valve in barge hull side, and water injection valve connects water injection valve pipeline, is provided with the flase floor filtering foreign material on water injection valve pipeline；
Water discharge member includes gully, well lid, and gully gos deep into watertight ballast compartments and connects with watertight ballast compartments, is provided with well lid in the outer face of gully；When barge needs displacement, by putting into some immersible pumps, watertight ballast compartments inner storing water is expelled to outboard, it is possible to observed watertight ballast compartments height of water level by gully；The position of gully is arranged according to hull watertight ballast compartments Design coordination；
Described control member includes extension rod, threshold switch and handle；Being provided with threshold switch on water filling component, one end of threshold switch connects extension rod, and extension rod is through the hull of barge, and the other end at extension rod is provided with handle, the closedown switched by handle control valve；
The quantity of described watertight ballast compartments is no less than one；
On described water filling component, emergent flashboard is installed.
Barge formula the most according to claim 1 moves training dyke, it is characterised in that: described watertight ballast compartments, each watertight ballast compartments correspondence is installed no less than a water filling component.
Barge formula the most according to claim 1 moves training dyke, it is characterised in that: described watertight ballast compartments, each watertight ballast compartments correspondence is installed no less than a water discharge member.
4. the barge formula described in claim 1 moves the using method of training dyke, and its feature is as follows:
(1): according to regulation training dyke axis, regulation range specifications determines barge riding position；
(2): riverbed, installation position foundation trench is flattened, reaches the requirement laid；
(3): be dispatched to barge waters is installed, according to construction survey unwrapping wire, and cast anchor, open the water filling component of barge side, watertight ballast compartments irrigation water filling in barge, notice that the axis according to training dyke adjusts position at any time, sink to the precalculated position that barge is laid；
A plurality of boats and ships are the most then used to increase training dyke length side by side；
(4): when needs shift position, close water filling component, open water discharge member, by gully, immersible pump being put into watertight ballast compartments and discharges unnecessary water, barge floats, and barge moves to the position needed, open water filling component, sink to the precalculated position that barge is laid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410271107.XA CN104047264B (en) | 2014-06-18 | 2014-06-18 | Barge formula moves training dyke and using method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410271107.XA CN104047264B (en) | 2014-06-18 | 2014-06-18 | Barge formula moves training dyke and using method thereof |
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| Publication Number | Publication Date |
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| CN104047264A CN104047264A (en) | 2014-09-17 |
| CN104047264B true CN104047264B (en) | 2016-08-24 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1293288A (en) * | 2000-11-27 | 2001-05-02 | 梁兆轩 | Method for dedicated apparatus for harnessing rivers |
| CN2560680Y (en) * | 2002-08-07 | 2003-07-16 | 庄士贵 | Dam |
| CN1560376A (en) * | 2004-02-16 | 2005-01-05 | 王一添 | Movable dam capable of moving and submerged floating |
| CN202593840U (en) * | 2012-05-03 | 2012-12-12 | 长江南京航道工程局 | Boat outboard water inlet opening grating shield |
| CN203569526U (en) * | 2013-12-07 | 2014-04-30 | 林鹏 | Flood prevention device with flexible water bag |
| CN203977357U (en) * | 2014-06-18 | 2014-12-03 | 长江南京航道工程局 | Barge formula moves training dyke |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7491016B2 (en) * | 2005-12-29 | 2009-02-17 | Baruh Bradford G | Portable dike and floatation device |
-
2014
- 2014-06-18 CN CN201410271107.XA patent/CN104047264B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1293288A (en) * | 2000-11-27 | 2001-05-02 | 梁兆轩 | Method for dedicated apparatus for harnessing rivers |
| CN2560680Y (en) * | 2002-08-07 | 2003-07-16 | 庄士贵 | Dam |
| CN1560376A (en) * | 2004-02-16 | 2005-01-05 | 王一添 | Movable dam capable of moving and submerged floating |
| CN202593840U (en) * | 2012-05-03 | 2012-12-12 | 长江南京航道工程局 | Boat outboard water inlet opening grating shield |
| CN203569526U (en) * | 2013-12-07 | 2014-04-30 | 林鹏 | Flood prevention device with flexible water bag |
| CN203977357U (en) * | 2014-06-18 | 2014-12-03 | 长江南京航道工程局 | Barge formula moves training dyke |
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| Publication number | Publication date |
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| CN104047264A (en) | 2014-09-17 |
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