CN202148543U - Removing device for reservoir silts - Google Patents
Removing device for reservoir silts Download PDFInfo
- Publication number
- CN202148543U CN202148543U CN201120198791U CN201120198791U CN202148543U CN 202148543 U CN202148543 U CN 202148543U CN 201120198791 U CN201120198791 U CN 201120198791U CN 201120198791 U CN201120198791 U CN 201120198791U CN 202148543 U CN202148543 U CN 202148543U
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- steel frame
- supporting steel
- main supporting
- foundation pile
- shoveling device
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Abstract
The utility model provides a removing device for reservoir silts, wherein the removing device is mainly provided with a foundation pile at the lower end part of a main supporting steel frame and arranged on the ground surface layer of a reservoir bed through the foundation pile; the upper end part of the main supporting steel frame is pivoted with a pulley suspender, on which an operating room and a pulley bucket are arranged; the position of the bucket is controlled and the silts accumulated at the bed are removed by the operating room; a conveying platform is arranged on the main supporting steel frame; and the silts shoveled by the bucket are conveyed to shores through the conveying platform.
Description
Technical field
The utility model relates to a kind of tank silt shoveling device, relate in particular to a kind of can be with quick, the efficient tank silt shoveling device of rooting out of the silt of reservoir.
Background technology
The reservoir of building in the comparatively soft area of geology; The silt of its land is subject to the water logging erosion and runs off to place, reservoir riverbed, at this moment, is prone to the silt that causes reservoir sedimentation in heaps; So; If a reservoir can use in the U.S. and reach 300～1000 years, but at the Taiwan reservoir that belongs to soft geology, its application life is but only less than 60 years.This shows that the most reservoir in Taiwan all has the situation of serious silt.
Shimen Dam with Taiwan is an example, and Shimen Dam is when planning and designing then, and originally estimating every year on average, the shoal materials amount is about 800,000 steres; Yet since beginning retaining in May, 1963, in November, 2000, the silt cumulant is up to 5,908 ten thousand steres; Therefore the total capacity of reservoir has lost 19.11%; If siltation rate surpasses more than 40%, this reservoir just equals to lose the function of regulating pondage, also just equals the reservoir that famine is destroyed.
Therefore, must take out sand every year and prolong the reservoir life-span; Generally reservoir is taken out sand; Be to utilize to take out the mud ship and near the silt of the bottom of the reservior alluvial reservoir water inlet is connected water extract out, be delivered in the sedimentation basin of bank, downstream, after-bay weir with transfer pipeline again, after the silt deposit by the time; Again water is released in the rivers and creeks, with the usefulness of supply downstream and public feedwater.
Yet; See through that to take out the speed that the mud ship removes tank silt too slow, and the clear husky time is longer, it is also less to take out the silt amount; Can't smoothly quick removing of the huge silt that deposits in the reservoir be finished at short notice at all, cause reservoir can't have the function of high water retention capacity.
This shows that above-mentioned prior art mode still has many disappearances, real non-one kindhearted design, and demand urgently improveing.
The drawbacks that this case inventor is derived based on above-mentioned prior art mode is urgently thought the method that all improvement are innovated, and after long-term observation and checking, completes successfully the utility model tank silt shoveling device finally.
The utility model content
One purpose of the utility model is to provide a kind of and can firmly be arranged on the reservoir riverbed and the location, and then roots out the silt shoveling device of silt.
Another purpose of the utility model, be to provide a kind of can be fast and root out the silt of alluvial in the reservoir in a large number, to let reservoir remain on best water retention capacity state, can effectively prolong the application life of reservoir simultaneously.
For reaching above-mentioned purpose, the utility model provides a kind of tank silt shoveling device, comprising:
One scraper bowl unit comprises a main supporting steel frame, and this main supporting steel frame is to be locked mutually by the array supporting steel frame to be combined into one, and is provided with a pivot joint rotating shaft in main supporting steel frame upper end;
One pulley suspension rod; This pulley suspension rod is to be articulated in the pivot joint rotating shaft of said main supporting steel frame; And be provided with an OPS near main supporting steel frame place in the pulley suspension rod; Rotate with control pulley suspension rod, be provided with the scraper bowl of a pulley type again in this pulley suspension rod, this scraper bowl is to be controlled by OPS to shovel husky operation;
One foundation pile has an impenetrating mouth and wears for said main supporting steel frame on this foundation pile, and around foundation pile, runs through the ground inserted link that is provided with more than at least one, is laid with the jagged fixed teeth of array again in the lower surface of foundation pile; This foundation pile is to be arranged at this main supporting steel frame bottom appropriate location;
One transports platform, and this transports platform is to be set up in this main supporting steel frame upper end appropriate location;
At least one group of above stabilising arrangement; This stabilising arrangement is made up of a turn and wirerope; This turn is to be incorporated into the said arbitrary place, platform below that transports, and wirerope one end is incorporated on this turn again, and the wirerope other end then is incorporated on the said foundation pile.
In this tank silt shoveling device, this main supporting steel frame is to be Openworks shape.
In this tank silt shoveling device, it is the best with 180 ° that this pulley suspension rod can change maximum angular.
In this tank silt shoveling device, this foundation pile is to be formed by array cement board phase storehouse.
In this tank silt shoveling device, this transports and sets up a conveyer belt apparatus on the platform.
In this tank silt shoveling device, this conveyer belt apparatus one end is set up in this and transports on the platform, and the conveyer belt apparatus other end is set up in the place, bank.
In this tank silt shoveling device, can plug into each other between said conveyer belt apparatus and another conveyer belt apparatus.
Description of drawings
Fig. 1 is the scraper bowl device architecture figure of the utility model tank silt shoveling device;
Fig. 2 A～Fig. 2 D is the implementation step sketch map of this tank silt shoveling device; And
Fig. 3 A and Fig. 3 B are the floating drum carrier sketch map of this tank silt shoveling device.
The specific embodiment
With reference to shown in Figure 1, be the utility model tank silt shoveling device Organization Chart, this shoveling device is to be arranged on the reservoir riverbed surface layer 2, this shoveling device includes:
One scraper bowl unit 1 comprises a main supporting steel frame 11, and this main supporting steel frame 11 is to be locked mutually by array supporting steel frame 111 to integrally combine, and in main supporting steel frame 11 upper ends one pivot joint rotating shaft 112 is set.
One pulley suspension rod 12; This pulley suspension rod 12 is to be articulated in the pivot joint rotating shaft 112 of main supporting steel frame 11; And be provided with an OPS 121 near main supporting steel frame 11 places in pulley suspension rod 12; Is that rotate at the center with control pulley suspension rod 12 to articulate rotating shaft 112, and the scraper bowl 122 that is provided with a pulley type again in pulley suspension rod 12, and this scraper bowl 122 is to control scraper bowl 122 by OPS 121 to shovel husky operation equally; These pulley suspension rod 12 rotatable maximum angles are the best with 180 °.
One foundation pile 13; This foundation pile 13 is to be formed by a plurality of cement board 131 phase storehouses; Wear for main supporting steel frame 11 and have an impenetrating mouth 132 on the foundation pile 13; And around foundation pile 13, run through the ground inserted link 133 that is provided with more than at least one, be laid with the jagged fixed teeth 134 of array again in the lower surface of foundation pile 13, so that can reach the effect of stable position contiguously during the top layer; This foundation pile 13 is to be arranged at main supporting steel frame 11 bottom appropriate locations, to use as main supporting steel frame 11 permanent positions.
One transports platform 14, and this transports platform 14 is to be set up in main supporting steel frame 11 upper end appropriate locations, can set up on it (shown in Fig. 2 A) for a conveyer belt apparatus 3.
At least one group of above stabilising arrangement 15; This stabilising arrangement 15 is made up of at least one turn 151 and 152 on wirerope, and this turn 151 is to be incorporated into to transport arbitrary place, platform 14 belows, wirerope 152 1 ends is incorporated on the turn 151 again; Wirerope 152 other ends then are incorporated on the foundation pile 13; Use to reach and strengthen main supporting steel frame 11 overall structures,, acute row take place when avoiding shoveling sand and rock simultaneously with the effect of shock absorber.
By the composition of above-mentioned each member, promptly form the scraper bowl device of the utility model.
Wherein, This main supporting steel frame 11 is to be Openworks shape; By this, when main supporting steel frame 11 part-structures are in water, can lower the resistance of current through main supporting steel frame 11; Let the current main supporting steel frame 11 hollow out places of can circulating smoothly, avoid main supporting steel frame 11 to wave by the scraper bowl device or phenomenon such as deviation post because of the resistance of water.
Wherein, these conveyer belt apparatus 3 one ends are to be set up in to transport on the platform 14, and conveyer belt apparatus 3 other ends then are set up in the bank appropriate location.
Wherein, this scraper bowl device is provided with offshore limit, position when far away, can the mode of array conveyer belt apparatus 3 to plug into be transported to the place, bank with silt 4.
Shown in figure 2A to Fig. 2 E, be the enforcement sketch map of the utility model tank silt shoveling device, wherein:
Fig. 2 A shows that the scraper bowl device of the utility model is located on the reservoir riverbed surface layer 2, again conveyer belt apparatus 3 one ends is set up in transporting on the platform 14 of scraper bowl device, and conveyer belt apparatus 3 other ends are set up in the bank appropriate location.
Fig. 2 B shows that seeing through OPS's 121 control scraper bowls, 122 horizontal movements descends again to the appropriate location, the operation that sand is excavated is shoveled in 4 accumulations place to silt.
Fig. 2 C show rise by OPS's 121 control scraper bowls 122 once more and horizontal shift to the appropriate location, with the place, scraper bowl 122 involutions to the conveyer belt apparatus that transports platform 14 3 tops that shovel is had silt, just can silt 4 be fallen as on the conveyer belt apparatus 3.
Fig. 2 D shows by circulating conveyer belt apparatus 3, can silt 4 constantly be transported to the bank, and OPS 121 just can repeat to continue to shovel husky operation.
Wherein, Before removing the silt operation; Can be earlier see through a far infrared rays device and put into water, the face of land of prospecting the reservoir riverbed by far infrared rays changes, but again with the face of land of former reservoir design water retention capacity with prospect after the face of land compare; Just can prospect out reservoir and where deposit a large amount of silts is arranged, to have the top layer, riverbed of silt to shovel husky operation to alluvial.
Wherein, This scraper bowl Unit Installation previous operations; Can will shovel sand required each item construction equipment or facility (as: pulley suspension rod etc.) through a floating drum carrier 5 and be transported to the tank silt appropriate location; And this floating drum carrier 5 can provide the Foundation Design of driving piles in the water more stable, is placed on the riverbed surface layer 2 to let the constructor that the scraper bowl device is set up; These floating drum carrier 5 front end places and middle have an operation mouth respectively, and are provided with subaqueous screw propeller and positioning anchor in floating drum carrier rear end, so that floating drum carrier 5 can advance and locate (like Fig. 3 A, shown in Fig. 3 B).
By the husky device of the shovel of above-mentioned the utility model, can reach fast and root out silt in the reservoir in a large number, let reservoir remain on the purpose of best water retention capacity state, can prolong reservoir application life simultaneously.
The tank silt shoveling device that the utility model provided when comparing each other with other technology, has more following advantage:
1. the silt shoveling device of the utility model can be arranged on the reservoir riverbed, makes the scraper bowl unit firmly to reach the location, and it is more stable to shovel husky operation.
The main supporting steel frame of the silt shoveling device of the utility model be adopt movable with the array supporting steel frame fixed integrator that is mutually locked; Utilize the main supporting steel frame that adopts movable assembling; Except being convenient to dismounting, assembling, also more convenient when taking in or transport.
3. the utility model silt shoveling device can be provided in fast and root out silt in the reservoir in a large number, lets reservoir remain on best water retention capacity shape, can effectively prolong the application life of reservoir simultaneously.
The above is merely in order to explain the preferred embodiment of the utility model; Be not that the attempt tool is to do any pro forma restriction to the utility model; Therefore; All have in following any modification or change of making relevant the utility model of identical creation spirit, all must be included in the category of the utility model intention protection.
Claims (7)
1. a tank silt shoveling device is characterized in that, this tank silt shoveling device comprises:
One scraper bowl unit comprises a main supporting steel frame, and this main supporting steel frame is to be locked mutually by the array supporting steel frame to be combined into one, and is provided with a pivot joint rotating shaft in main supporting steel frame upper end;
One pulley suspension rod; This pulley suspension rod is to be articulated in the pivot joint rotating shaft of said main supporting steel frame; And be provided with an OPS near main supporting steel frame place in the pulley suspension rod; Rotate with control pulley suspension rod, be provided with the scraper bowl of a pulley type again in this pulley suspension rod, this scraper bowl is to be controlled by OPS to shovel husky operation;
One foundation pile has an impenetrating mouth and wears for said main supporting steel frame on this foundation pile, and around foundation pile, runs through the ground inserted link that is provided with more than at least one, is laid with the jagged fixed teeth of array again in the lower surface of foundation pile; This foundation pile is to be arranged at this main supporting steel frame bottom appropriate location;
One transports platform, and this transports platform is to be set up in this main supporting steel frame upper end appropriate location;
At least one group of above stabilising arrangement; This stabilising arrangement is made up of a turn and wirerope; This turn is to be incorporated into the said arbitrary place, platform below that transports, and wirerope one end is incorporated on this turn again, and the wirerope other end then is incorporated on the said foundation pile.
2. tank silt shoveling device as claimed in claim 1 is characterized in that, this main supporting steel frame is to be Openworks shape.
3. tank silt shoveling device as claimed in claim 1 is characterized in that, it is the best with 180 ° that this pulley suspension rod can change maximum angular.
4. tank silt shoveling device as claimed in claim 1 is characterized in that, this foundation pile is to be formed by array cement board phase storehouse.
5. tank silt shoveling device as claimed in claim 1 is characterized in that, this transports and sets up a conveyer belt apparatus on the platform.
6. tank silt shoveling device as claimed in claim 5 is characterized in that, this conveyer belt apparatus one end is set up in this and transports on the platform, and the conveyer belt apparatus other end is set up in the place, bank.
7. tank silt shoveling device as claimed in claim 5 is characterized in that, can plug into each other between said conveyer belt apparatus and another conveyer belt apparatus.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120198791U CN202148543U (en) | 2011-06-14 | 2011-06-14 | Removing device for reservoir silts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120198791U CN202148543U (en) | 2011-06-14 | 2011-06-14 | Removing device for reservoir silts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202148543U true CN202148543U (en) | 2012-02-22 |
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ID=45589606
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120198791U Expired - Fee Related CN202148543U (en) | 2011-06-14 | 2011-06-14 | Removing device for reservoir silts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202148543U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105317061A (en) * | 2014-07-14 | 2016-02-10 | 南宁市锋威科技有限公司 | Long-span cableway suspension vehicle-mounted movable multi-machine combined traction excavating system |
| CN113152547A (en) * | 2021-03-09 | 2021-07-23 | 山东鲁桥建设有限公司 | Rapid foundation pit excavation equipment and excavation method |
-
2011
- 2011-06-14 CN CN201120198791U patent/CN202148543U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105317061A (en) * | 2014-07-14 | 2016-02-10 | 南宁市锋威科技有限公司 | Long-span cableway suspension vehicle-mounted movable multi-machine combined traction excavating system |
| CN113152547A (en) * | 2021-03-09 | 2021-07-23 | 山东鲁桥建设有限公司 | Rapid foundation pit excavation equipment and excavation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120222 Termination date: 20140614 |
|
| EXPY | Termination of patent right or utility model |