CN203977357U - Barge formula moves training dyke - Google Patents
Barge formula moves training dyke Download PDFInfo
- Publication number
- CN203977357U CN203977357U CN201420323973.4U CN201420323973U CN203977357U CN 203977357 U CN203977357 U CN 203977357U CN 201420323973 U CN201420323973 U CN 201420323973U CN 203977357 U CN203977357 U CN 203977357U
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- CN
- China
- Prior art keywords
- barge
- water
- ballast compartments
- injection valve
- watertight ballast
- 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.)
- Withdrawn - After Issue
Links
- 238000012549 training Methods 0.000 title claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 92
- 238000002347 injection Methods 0.000 claims abstract description 28
- 239000007924 injection Substances 0.000 claims abstract description 28
- 239000000463 material Substances 0.000 claims abstract description 6
- 239000003651 drinking water Substances 0.000 claims abstract description 4
- 235000020188 drinking water Nutrition 0.000 claims abstract description 4
- 238000001914 filtration Methods 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 8
- 238000013461 design Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 11
- 230000001105 regulatory effect Effects 0.000 description 13
- 230000008859 change Effects 0.000 description 12
- 230000007246 mechanism Effects 0.000 description 10
- 230000000694 effects Effects 0.000 description 5
- 239000003643 water by type Substances 0.000 description 4
- 238000007667 floating Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000037452 priming Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
What the utility model barge formula moved that training dyke relates to is that a kind of barge that utilizes is as the waterway regulation works of training dyke construction.Barge formula moves training dyke and comprises barge, water filling member, water discharge member and control member; Barge formula moves training dyke usings the main body of barge as dam structure, watertight ballast compartments is set in barge, above watertight ballast compartments, be provided with water filling member, below is provided with water discharge member, at the upper surface of barge hull corresponding to watertight ballast compartments, control member is installed; Water filling member comprises water injection valve, water injection valve pipeline, flase floor; Water filling member distributes at barge profile, and position, below minimum drinking water position, is provided with water injection valve at barge profile, is connected with water injection valve pipeline on water injection valve, and the flase floor of filtering foreign material is installed on water injection valve pipeline; Water discharge member comprises catch pit, well lid, and catch pit gos deep into watertight ballast compartments and is communicated with watertight ballast compartments, in the outer face of catch pit, well lid is installed.
Description
Technical field
What the utility model barge formula moved that training dyke relates to is that a kind of barge that utilizes is as the waterway regulation works of training dyke construction, utilize barge as the agent structure of training dyke, by by barge and the angled submerged of current, play and change local flow direction, guiding current wash away shallow district, river shoal.
Background technology
At present, waterway regulation construction technology is all in river, build regulating structure and adjust and control current as groynes, longitudinal dike, shore protection, closure dam etc. by adopting, and guide river into predetermined drainage gallery and lead off toward downstream, reach and stablize favourable river gesture, improve the object of Fairway navigation condition.
Mostly traditional regulating structure is to adopt by utilize geotextile to carry out river bottom protection in riverbed in the situation that the material pell mell constructions such as soil, piece stone, concrete to become dike.Once this kind of regulating structure moulding, will become permanent construction (except temporary structure), cannot change and adjust according to extraneous bed configuration, and difficulty of construction be large, cost is high, the time cycle is long.
With regard to current river middle and lower reaches waterway regulation technical level, traditional regulating structure still cannot solve the technical barrier facing in addition.Be specially: after 1, Riverine area dam builds up, river middle and lower reaches current are complicated, the husky defeated rule of moving rule, river bed change of water is difficult to grasp, river middle and lower reaches are as plain tract, riverbed is very wide, the riverbed of most sections be not very stable or can rush, movable, regulating structure is often difficult to arrange regulating structure according to the hydrology, husky defeated rule, the river bed change rule etc. of moving of water; 2, river middle and lower reaches alluvial river, feature is the point bar variation of rising that constantly disappears, and the height of point bar has determined the regulated water stage of regulating structure and the width of regulation line, therefore along with disappearing of point bar risen, the regulated water stage of former regulating structure and the layout of regulation line be not all in the designing requirement meeting 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, once change, the relevant art such as the regulated water stage of original building and regulation line require all not meet regulation requirement, also just do not reach original renovating effect.Therefore be necessary to design a kind of can be according to the situation of change in riverbed, the regulating structure of dynamically adjusting.
Summary of the invention
The purpose of this utility model is for above-mentioned weak point, through exploratory development, provides a kind of barge formula to move training dyke.This kind of training dyke compared traditional jackstone fill training dyke, and difficulty of construction is little, cost is low, instant effect, short construction period; Can flexible arrangement, the design effect that has solved traditional training dyke is the drawback of chamber modelling verification by experiment; And it is convenient to remove, and can be recycled, after having reduced dam body pell mell construction and completing, because river bed change fails to reach the risk of reconstruction that renovating effect brings, enlarging, dismounting; Avoided tissue, the scope of operation of too much ship machine equipment various, the link that building stones are drawn materials, transported, and barge is convenient to traction, floating on the spot, and easy to use.
Barge formula moves training dyke and takes following technical scheme to realize:
Barge formula moves training dyke and comprises barge, water filling member, water discharge member and control member;
Barge formula moves training dyke usings the main body of barge as dam structure, watertight ballast compartments is set in barge, above watertight ballast compartments, be provided with water filling member, below is provided with water discharge member, at the upper surface of barge hull corresponding to watertight ballast compartments, control member is installed;
Water filling member comprises water injection valve, water injection valve pipeline, flase floor; Water filling member distributes at barge profile, and position, below minimum drinking water position, is provided with water injection valve at barge profile, is connected with water injection valve pipeline on water injection valve, and the flase floor of filtering foreign material is installed on water injection valve pipeline;
Water discharge member comprises catch pit, well lid, and catch pit gos deep into watertight ballast compartments and is communicated with watertight ballast compartments, in the outer face of catch pit, well lid is installed; When barge need to be shifted, by dropping into some submersible pumps, watertight ballast compartments inner storing water is expelled to outboard, and can observes watertight ballast compartments height of water level by catch pit.The position of catch pit is arranged according to hull watertight ballast compartments Design coordination.
Described control member comprises extension rod, threshold switch and handle; On water filling member, threshold switch is installed, one end of threshold switch connects extension rod, and extension rod is through the hull of barge, at the other end of extension rod, handle is installed, by closing of handle control valve switch.
The quantity of described watertight ballast compartments is no less than one.
Described watertight ballast compartments, the corresponding installation of each watertight ballast compartments is no less than a water filling member.
Described watertight ballast compartments, the corresponding installation of each watertight ballast compartments is no less than a water discharge member.
On described water filling member, emergent flashboard is installed, for did emergent shutoff when water injection valve lost efficacy.
Barge formula move training dyke by traction, locate, lay, in regulation waters, form training dyke, complete regulation function; When riverbed sluices with upstream, husky defeated the moving after rule changes and change of water, former training dyke regulation function is obstructed or declines, and can develop comply with according to river, riverbed gesture to adjust regulation line position, and former barge training dyke is re-started and laid, and has reached again and has recycled.
Barge adopts existing general barge structure, for " cuboid " structure, by existing barge, is converted.
Barge hull, according to stability and ballast demand, is separated into some watertight ballast compartments, can note respectively draining, adjusts hull floading condition.
It is as follows that barge formula moves training dyke using method:
1: according to regulation training dyke axis, the indexs such as regulation scope are determined barge riding position;
2: riverbed, installation position foundation trench is flattened, reach the requirement of laying;
3: barge is dispatched to waters is installed, according to construction survey unwrapping wire, and cast anchor, open the water injecting mechanism of barge side, to watertight ballast compartments in barge, rush priming petock, note adjusting at any time position according to the axis of training dyke, sink to the precalculated position that barge is laid;
Can increase side by side training dyke length by many boats and ships if needed;
4: when needs shift position, close water injecting mechanism, open drainage mechanism, submersible pump is put into watertight ballast compartments by catch pit and discharge unnecessary water, barge floating, moves to barge the position needing, open water injecting mechanism, sink to the precalculated position that barge is laid.
The beneficial effects of the utility model are:
The utility model simplicity of design, effect are remarkable.Using barge as the main body of training dyke, and training dyke adopts barge to carry out the transformation of water storage lattice, and barge opsition dependent fixed point is cast anchor after sinking to the bottom and can be used.Technique is simple, and streamlining, has avoided too much ship machine to drop into and the scope of operation is arranged; Barge formula structure training dyke flexible arrangement, can settle flexibly mobile and reusable, can be with the regulation line after river bed change and regulated water stage, readjust the layout of training dyke, reduced the reconstruction, enlarging, the dismounting risk that after fixed dam builds up, with river bed change, relate to.
Accompanying drawing explanation
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and embodiment, the utility model is described in further detail, wherein:
Fig. 1 is that the utility model barge formula moves training dyke structural entity design structure diagram.
Fig. 2 is that the utility model barge formula moves the structural representation of training dyke inside.
Fig. 3 is the structural representation that the utility model barge formula moves the member of intaking on training dyke.
The specific embodiment
In figure 1, barge, 2, drainage mechanism, 3, water injecting mechanism, 4, controlling organization, 5, submersible pump;
2-1, well lid, 2-2, catch pit;
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 comprises barge 1, water filling member 3, water discharge member 2 and control member 4;
Barge formula moves training dyke usings the main body of barge 1 as dam structure, in the interior watertight ballast compartments that arranges of barge 1, above watertight ballast compartments, be provided with water filling member 3, below is provided with water discharge member 2, at the upper surface of barge 1 hull corresponding to watertight ballast compartments, control member 4 is installed;
Water filling member 3 comprises water injection valve 3-1, water injection valve pipeline 3-3, flase floor 3-2; Water filling member 3 distributes at barge 1 profile, and position, below minimum drinking water position, is provided with water injection valve 3-1 at barge 1 profile, is connected with water injection valve pipeline 3-3 on water injection valve 3-1, and the flase floor 3-2 of filtering foreign material is installed on water injection valve pipeline 3-3;
Water discharge member 2 comprises catch pit 2-2, well lid 2-1, and catch pit 2-2 gos deep into watertight ballast compartments and is communicated with watertight ballast compartments, in the outer face of catch pit 2-2, well lid 2-1 is installed; When barge 1 need to be shifted, by dropping into some submersible pumps 5, watertight ballast compartments inner storing water is expelled to outboard, and can observes watertight ballast compartments height of water level by catch pit 2-2.The position of catch pit is arranged according to the watertight ballast compartments Design coordination of hull 1.
Described control member 4 comprises extension rod 4-2, threshold switch 4-3 and handle 4-1; Threshold switch 4-3 is installed on water filling member 4, and one end of threshold switch 4-3 connects extension rod 4-2, and extension rod 4-2 is through the hull of barge 1, at the other end of extension rod 4-2, handle 4-1 is installed, by closing 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, the corresponding installation of each watertight ballast compartments is no less than a water filling member 3.
Described watertight ballast compartments, the corresponding installation of each watertight ballast compartments is no less than a water discharge member 2.
Emergent flashboard 3-4 is installed, for did emergent shutoff when water injection valve 3-1 lost efficacy on described water filling member 3.
Barge formula move training dyke by traction, locate, lay, in regulation waters, form training dyke, complete regulation function; When riverbed sluices with upstream, husky defeated the moving after rule changes and change of water, former training dyke regulation function is obstructed or declines, and can develop comply with according to river, riverbed gesture to adjust regulation line position, and former barge training dyke is re-started and laid, and has reached again and has recycled.
Barge adopts existing general barge structure, for " cuboid " structure, by existing barge, is converted.
Barge hull, according to stability and ballast demand, is separated into some watertight ballast compartments, can note respectively draining, adjusts hull floading condition.
It is as follows that barge formula moves training dyke using method:
1: according to regulation training dyke axis, the indexs such as regulation scope are determined barge riding position;
2: riverbed, installation position foundation trench is flattened, reach the requirement of laying;
3: barge 1 is dispatched to waters is installed, according to construction survey unwrapping wire, and cast anchor, open the water injecting mechanism 3 of barge side, to the interior watertight ballast compartments of barge 1, rush priming petock, note adjusting at any time position according to the axis of training dyke, sink to the precalculated position that barge is laid;
Can increase side by side training dyke length by many boats and ships if needed;
4: when needs shift position, close water injecting mechanism 3, open drainage mechanism 2, submersible pump 5 is put into watertight ballast compartments by catch pit 2-2 and discharge unnecessary water, barge 1 floating, moves to barge 1 position needing, open water injecting mechanism 3 and sink, sink to the precalculated position that barge is laid.
Claims (5)
1. barge formula moves a training dyke, it is characterized in that: comprise barge, water filling member, water discharge member and control member;
Barge formula moves training dyke usings the main body of barge as dam structure, watertight ballast compartments is set in barge, above watertight ballast compartments, be provided with water filling member, below is provided with water discharge member, at the upper surface of barge hull corresponding to watertight ballast compartments, control member is installed;
Water filling member comprises water injection valve, water injection valve pipeline, flase floor; Water filling member distributes at barge profile, and position, below minimum drinking water position, is provided with water injection valve at barge profile, is connected with water injection valve pipeline on water injection valve, and the flase floor of filtering foreign material is installed on water injection valve pipeline;
Water discharge member comprises catch pit, well lid, and catch pit gos deep into watertight ballast compartments and is communicated with watertight ballast compartments, in the outer face of catch pit, well lid is installed; When barge need to be shifted, by dropping into some submersible pumps, watertight ballast compartments inner storing water is expelled to outboard, and can observes watertight ballast compartments height of water level by catch pit; The position of catch pit is arranged according to hull watertight ballast compartments Design coordination;
Described control member comprises extension rod, threshold switch and handle; On water filling member, threshold switch is installed, one end of threshold switch connects extension rod, and extension rod is through the hull of barge, at the other end of extension rod, handle is installed, by closing of handle control valve switch.
2. barge formula according to claim 1 moves training dyke, it is characterized in that: the quantity of described watertight ballast compartments is no less than one.
3. barge formula according to claim 1 moves training dyke, it is characterized in that: described watertight ballast compartments, the corresponding installation of each watertight ballast compartments is no less than a water filling member.
4. barge formula according to claim 1 moves training dyke, it is characterized in that: described watertight ballast compartments, the corresponding installation of each watertight ballast compartments is no less than a water discharge member.
5. barge formula according to claim 1 moves training dyke, it is characterized in that: on described water filling member, emergent flashboard is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420323973.4U CN203977357U (en) | 2014-06-18 | 2014-06-18 | Barge formula moves training dyke |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420323973.4U CN203977357U (en) | 2014-06-18 | 2014-06-18 | Barge formula moves training dyke |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203977357U true CN203977357U (en) | 2014-12-03 |
Family
ID=51974815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420323973.4U Withdrawn - After Issue CN203977357U (en) | 2014-06-18 | 2014-06-18 | Barge formula moves training dyke |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203977357U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047264A (en) * | 2014-06-18 | 2014-09-17 | 长江南京航道工程局 | Barge type mobile diversion dam and application method thereof |
-
2014
- 2014-06-18 CN CN201420323973.4U patent/CN203977357U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047264A (en) * | 2014-06-18 | 2014-09-17 | 长江南京航道工程局 | Barge type mobile diversion dam and application method thereof |
| CN104047264B (en) * | 2014-06-18 | 2016-08-24 | 长江南京航道工程局 | Barge formula moves training dyke and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141203 Effective date of abandoning: 20160824 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |