CN210134470U - Dredging operation system under wharf - Google Patents
Dredging operation system under wharf Download PDFInfo
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- CN210134470U CN210134470U CN201920521905.1U CN201920521905U CN210134470U CN 210134470 U CN210134470 U CN 210134470U CN 201920521905 U CN201920521905 U CN 201920521905U CN 210134470 U CN210134470 U CN 210134470U
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Abstract
The utility model belongs to the technical field of the engineering of dredging or ocean engineering technique field provide a pier below dredging operation system, including hull body, tail-end connection box, driving platform system, winch jack-up system, cross-over system, dredging equipment system, hull balanced system and hull positioning system. The infinitely expandable platform architecture design mode enables the dredging operation platform to be widely suitable for the construction of various types of wharfs; the integrated dredging equipment system meets the dredging requirements of large excavation depth of a small platform and various types of soil; the swinging mechanical arm structure is used for safely positioning the dredging operation platform; the travelling platform system and the transverse sweeping system are matched with each other to realize all-direction dredging operation below the wharf; the ship body balance system can be used for balancing the change of the gravity center of the platform in the construction process, so that the construction safety is ensured; the problem of difficult operation and construction in a limited space below a wharf is solved through a modularized, integrated and full-automatic design method, and the safety and the economical efficiency of dredging operation are improved.
Description
Technical Field
The utility model belongs to the technical field of the engineering of dredging or ocean engineering technique field especially involve a pier below dredging operation system.
Background
With the rapid development of international trade, the construction and application of wharfs have received unprecedented attention. Among them, the high-pile wharf is an important structural form in modern wharf form, and has a wide application in areas such as downstream of rivers, estuaries and coasts.
The high-pile wharf belongs to a hollow structure and mainly comprises an upper structure and a pile foundation. The pile foundation of the high-pile wharf is a water-blocking structure, and the seabed in a certain range of an engineering area is scoured and silted due to the influence of the pile foundation on the power condition of a near-shore area in the pile foundation construction process and after the wharf is built. The monitoring results of a large number of high-pile wharfs show that the damping effect of pile foundation groups of the high-pile wharf reduces the local flow rate in pile foundations below the wharf, greatly reduces the sand-carrying capacity of water flow, causes serious sediment deposition below the constructed wharf, causes great damage to the high-pile foundations, and possibly causes phenomena of pile body fracture, wharf bearing capacity weakening, bank slope landslide or collapse and the like, particularly in the last 20 years, the sediment problem of the sediment below the wharf is quite serious, and the sediment quantity required to be cleaned is extremely large. In order to avoid the influence of the pressure of the deposited silt on the pile foundation of the wharf, the implementation of the cleaning and maintenance of the deposited silt below the wharf becomes very important and urgent.
Although the silt deposited at the front edge of the wharf can produce good effect by adopting the traditional dredging platform and equipment to carry out dredging. However, the pile foundation under the high pile type wharf has a complex structure and relatively high requirements for protection of pile foundation groups, so that the dredging working environment under the wharf is severe, the construction by using the traditional dredging platform and equipment is very difficult, and the related dredging equipment generally has the defects of backward technology, high energy consumption, low work efficiency, low slurry concentration, single function, poor adaptability to water depth and soil texture and the like. Meanwhile, the traditional dredging equipment needs related personnel to carry out field operation and construction under the wharf, and has larger potential safety hazard. Therefore, a set of efficient, energy-saving and safe novel dredging platform and equipment suitable for dredging below the wharf is researched and developed to have very important economic value and practical significance for dealing with the extremely large dredging market below the wharf.
Although research institutions at home and abroad research related dredging platforms and equipment, the research products are not limited to small-sized cutter suction vessels or sludge pumping dredging vessels with high-pressure flushing. For a small cutter suction dredger or a pump suction dredge with high-pressure flushing, the traction and positioning of a ship body are realized by adopting a positioning pile or a mode of manually pulling a steel wire rope to wind the positioning pile onto a pile foundation, and the ship body needs to be repositioned when moving forwards every time a period of construction is completed, so that the dredging construction efficiency is low, and the operation difficulty of the traction, positioning and dredging construction of the ship body is high and the personal safety guarantee of operators is low because the construction space below a wharf is limited (generally, the height from the water surface to the effective space of the wharf is about 2 m), and the frequency of the traveling wave and the water level change of the ship is high. Meanwhile, the technology of the dredging equipment is relatively lagged behind, the work efficiency is low, the energy consumption is high, the slurry concentration is low, the excavating depth is shallow, the adaptability to soil quality is poor, the automation degree is not high, and related operators are required to carry out real-time operation in a narrow space below a wharf, so that great personal safety hidden danger is easily generated for the operators who carry out construction below the wharf with limited space and severe environment.
Disclosure of Invention
An object of the utility model is to provide an operating system is dredged to pier below, from the special environment in pier below, adopted the construction method that driving platform system and sweep system combined together to ensure can accomplish the omnidirectional task of dredging in pier below finite space high-efficiently to carry out the design of each module of platform based on this construction method. The modular and integrated design mode is adopted, the environmental requirements of dredging operation of different wharfs can be met, meanwhile, the platform architecture design which can be infinitely expanded can reduce invalid operation time to the greatest extent, the dredging efficiency is improved, and the potential safety hazard of construction is reduced. The wharf lower dredging operation system is suitable for cleaning sediment deposited below a wharf, can solve the technical problem existing in the dredging process of a narrow space below the wharf, and efficiently finishes the cleaning work of the sediment deposited below the wharf under the condition of ensuring personal and equipment system safety through a full-automatic design mode.
In order to achieve the above object, the present invention provides the following technical solutions:
a dredging operation system under a wharf comprises a hull body, a tail connection box, a traveling platform system, a winch hoisting system, a cross-sweeping system, a dredging equipment system, a hull balancing system and a hull positioning system.
The ship body adopts a simplified open type square ship type structural design, meets the design requirements of bearing the weight of the whole dredging system and equipment while meeting the requirements of operation in a narrow space below a wharf and large-excavation deep dredging, the first travelling crane track and the second travelling crane track are respectively designed above and below the ship body and are respectively used for bearing the movement of the travelling crane platform system and the ship body balance system, a ballast water tank is arranged at the position of the ship head, and ballast water in the ballast water tank is pumped by a ballast water pump;
the tail connecting box is designed by adopting a floating box type structure, the tail connecting box can be used for meeting the size requirements of different wharf dredging by installing any number of tail connecting boxes at the tail part of the ship body, a first travelling crane track and a second travelling crane track are respectively arranged above and below the tail connecting box and can be connected with the first travelling crane track and the second travelling crane track of the ship body, the design size of the tail connecting box meets the transportation requirements on land and sea, the tail connecting box is convenient and time-saving to install and disassemble, and the invalid operation time is favorably reduced;
the traveling platform system is arranged on the first traveling track through a trolley pulley system; a winch hoisting system and a cross-sweeping system are arranged on the travelling platform system, the travelling platform system bears the whole dredging system and equipment and meets the requirement of front-back position change required in the dredging process through the movement of the whole dredging system and equipment;
the dredging equipment system adopts an integrated structural design, integrates the dredge pump and the reamer system into a whole, adopts a close connection arrangement mode from front to back, reduces the whole size of the dredging equipment on the premise of not influencing each other, improves the dredging efficiency and reduces the dredging energy consumption. The dredging equipment system adopts cantilever type dredging construction or suspension type dredging construction.
The winch hoisting system comprises a hoisting motor, a steel wire rope and a winch; for the cantilever type dredging equipment system, a flange plate is directly connected with a mud conveying pipeline, a fixed lantern ring is arranged on the mud conveying pipeline, a winch is connected with the fixed lantern ring through a steel wire rope, a hoisting motor is connected with the winch through a clamping belt, and the lowering and the recovery of the cantilever type dredging equipment system in the dredging process are controlled; for the suspended dredging equipment system, the tail end of the suspended dredging equipment system is directly connected with a winch through a steel wire rope, and a hoisting motor is connected with the winch through a clamping belt to control the lowering and the recovery of the suspended dredging equipment system.
For a cantilevered dredging apparatus system, the sweeping system is a rotary system comprising a rotary gear train and a gear train drive motor; the cantilever type dredging equipment system is directly connected with a mud conveying pipeline by adopting a flange plate, a cylindrical support is arranged on the mud conveying pipeline, a rotary gear train is connected with the mud conveying pipeline through the cylindrical support, a gear train driving motor is connected with the rotary gear train, and the cantilever type dredging equipment system and the mud conveying pipeline thereof are controlled to carry out left-right transverse sweeping construction in the dredging process, so that the dredging range of a dredging operation platform is enlarged, and the problem of difficulty in dredging nearby a pile foundation below a wharf is solved.
For a suspended dredging apparatus system, the sweeping system may comprise a pulley system, a beam and a steel bracket; the beam is connected with the travelling crane platform system through a steel bracket; the pulley system is embedded in the cross beam and connected with the tail end of the suspended dredging equipment system, and the dredging equipment system is controlled to carry out left-right transverse-sweeping dredging construction.
The ship body balance system comprises a counterweight block body, a counterweight pulley system, a counterweight driving motor and other equipment, wherein the counterweight block body is suspended on the second travelling crane track through the counterweight pulley system, and the counterweight driving motor drives the ship body balance system to move by controlling the counterweight pulley system, so that the balance of the ship body in the dredging process is adjusted, and the safety of the dredging operation platform is ensured;
the ship body positioning system adopts a full-automatic mechanical arm and a mechanical gripper structure to position the ship body on a high pile below the wharf. The ship body positioning system can realize safe dredging construction of the dredging operation platform under the conditions of ship travelling waves and water level changes, and simultaneously meets the protective requirements on the wharf high-pile foundation.
Compared with the prior art, the utility model discloses an innovation lies in with the advantage:
(1) by adopting a construction mode of combining the travelling platform system and the transverse sweeping system, the invalid operation time spent on frequently positioning the platform in the construction process is reduced, and the construction efficiency of the dredging operation platform is improved to a great extent.
(2) The automatic traction and positioning of the dredging operation platform are realized by adopting the structural form of a full-automatic mechanical arm and a mechanical gripper, and the construction safety under the conditions of travelling waves of ships below a wharf and water level changes is ensured.
(3) The infinitely expandable platform framework and design mode can change the size of the platform in the length direction at will to meet the construction requirements of different wharf dredging.
(4) The integrated excavating and conveying system reduces the overall size of the dredging system, improves the dredging efficiency, reduces the dredging energy consumption, adopts two modes of a suspension type and a cantilever type for construction, can meet the dredging operation requirements of different wharf areas, different sludge and different excavating depths, and has wide applicability.
(5) The whole platform adopts full automation control dredging construction, no person participates below a wharf during construction operation, and the safety and the operability of the dredging construction operation are improved.
Drawings
Fig. 1 is an overall schematic view of the below-wharf dredging operation platform and system provided by the embodiment of the present invention.
Fig. 2 is a schematic view of a hoisting system and a rotating system of a winch of a traveling crane platform provided in an embodiment of the present invention.
Fig. 3 is a schematic view of a hull balance system according to an embodiment of the present invention.
Fig. 4 is a schematic view of a hull positioning system provided by an embodiment of the present invention.
Description of the reference numerals
The dredging device comprises a hull body 1, a tail connection box 2, a travelling platform system 3, a dredging equipment system 4, a winch hoisting system 5, a rotating system 6, a hull balancing system 7, a hull positioning system 8, a first travelling rail 9, a second travelling rail 10, a ballast water tank 11, a ballast water pump 12, a trolley pulley system 13, a mud conveying pipeline 14, a mud pump system 15, a reamer system 16, a cross beam 17, a fixed lantern ring 18, a pulley system 19, a steel bracket 20, a cylinder bracket 21, a hoisting motor 22, a steel wire rope 23, a winch 24, a rotating gear train 25, a gear train driving motor 26, a counterweight pulley system 27, a counterweight driving motor 28, a counterweight block 29, a mechanical arm 30, a mechanical hand grip 31 and a driving motor 32.
Detailed Description
To further understand the contents, features and functions of the present invention, the following embodiments are listed and the following detailed description of the present invention is made in conjunction with the accompanying drawings:
referring to fig. 1 to 4, a wharf below dredging operation system includes a hull body 1, a tail box 2, a traveling platform system 3, a dredging equipment system 4, a winch hoisting system 5, a sweeping system, a hull balancing system 7, and a hull positioning system 8.
Wherein:
the ship body 1 adopts a simplified open type square ship type structural design, meets the design requirement of bearing the weight of the whole dredging equipment while meeting the requirements of operation in a narrow space below a wharf and dredging in a large depth, a first travelling crane track 9 is installed above the ship body 1 and is used for bearing the forward and backward movement of a travelling crane platform system 3 in the dredging process, a second travelling crane track 10 is installed below the ship body 1 and is used for bearing the forward and backward movement of a ship body balance system 7, a ballast water tank 11 and a ballast water pump 12 are arranged at the ship head position of the ship body 1, the ballast water tank 11 is connected with the ballast water pump 12, and ballast water in the ballast water tank 11 is pumped through the ballast water pump 12.
The tail connecting box 2 is designed by adopting a floating box type structure, can be infinitely extended on a dredging operation platform below a wharf, can be arranged at the tail part of the ship body 1 by adopting any number of tail connecting boxes 2 and is used for meeting the size requirements of different wharf dredging. First driving track 9 is installed to the top of tail-end box 2, and second driving track 10 is installed to the below, and two driving tracks directly link up with first driving track 9, second driving track 10 on the hull body 1 respectively, and the design size of tail-end box 2 accords with land and water transportation's requirement, and installs and dismantle comparatively conveniently save time, helps reducing invalid operation time.
The dredging ship of present pier adopts miniature open type ship type design usually, and the utility model discloses an epitaxial structural design thinking adopts open type hull body promptly to satisfy the dredging dimensional requirement of pier at 1 afterbody rigid connection arbitrary quantity's of hull body pontoon type structure tail-end box 2.
The traveling platform system 3 is mounted on the first traveling track 9 through a trolley pulley system 13 and moves on the first traveling track 9 through the trolley pulley system 13; the travelling platform system 3 is provided with a winch hoisting system 5 and a cross-scanning system, the travelling platform system 3 bears the whole dredging system and equipment, and the required front-back position change requirement in the dredging process is met through the movement of the travelling platform system on the first travelling track 9.
The dredging equipment system 4 adopts an integrated structural design, integrates the dredge pump system 15 and the reamer system 16 into a whole, adopts an arrangement mode that the reamer system 16 and the dredge pump system 15 are tightly connected in the front and back, reduces the whole size of the dredging equipment on the premise of not influencing each other, improves the dredging efficiency and reduces the dredging energy consumption. The dredging equipment system 4 can be used for cantilever type dredging construction and suspended type dredging construction.
The utility model discloses in, dredging equipment system 4 can adopt to reach door DOP series product, reaches door DOP dredging equipment and has adopted the design thought that integrates, is integrated as an organic whole with dredge pump system and reamer system, can reduce the whole size of dredging equipment system like this, has improved dredging efficiency simultaneously.
The winch hoisting system 5 comprises a hoisting motor 22, a steel wire rope 23 and a winch 24; for the cantilever type dredging equipment system 4, a flange plate is directly connected with the mud conveying pipeline 14, a fixed lantern ring 18 is arranged on the mud conveying pipeline 14, a winch 24 is connected with the fixed lantern ring 18 through a steel wire rope 23, and a hoisting motor 22 is connected with the winch 24 through a clamping belt, so that the lowering and the recovery of the cantilever type dredging equipment system 4 in the dredging process are controlled; for the suspended dredging equipment system 4, the tail end of the suspended dredging equipment system 4 is directly connected with a winch 24 through a steel wire rope 23, and a hoisting motor 22 is connected with the winch 24 by adopting a clamping belt, so that the descending and the recovering of the suspended dredging equipment system 4 are controlled.
For the cantilevered dredging apparatus system 4, the sweeping system is a rotating system 6 comprising a rotating gear train 25 and a gear train drive motor 26; the cantilever type dredging equipment system 4 is directly connected with the mud conveying pipeline 14 through a flange plate, a cylindrical support 21 is arranged on the mud conveying pipeline 14, a rotary gear train 25 is connected with the mud conveying pipeline 14 through the cylindrical support 21, a gear train driving motor 26 is connected with the rotary gear train 25, and left and right transverse sweeping construction of the cantilever type dredging equipment system 4 and the mud conveying pipeline 14 is controlled in the dredging process.
For the overhung dredging arrangement system 4, the sweeping system comprises a pulley system 19, a beam 17 and a steel bracket 20; the beam 17 is connected with the travelling crane platform system 3 through a steel bracket 20; the pulley system 19 is embedded in the cross beam 17 and connected with the end of the suspended dredging equipment system 4, and controls the dredging equipment system 4 to carry out left-right transverse-sweeping dredging construction.
The hull balance system 7 comprises a counterweight pulley system 27, a counterweight driving motor 28 and a counterweight block 29, wherein the counterweight block 29 is suspended on the second travelling rail 10 through the counterweight pulley system 27, and the counterweight driving motor 28 controls the counterweight pulley system 27 to drive the movement of the hull balance system 7, so as to adjust the balance of the hull during the dredging process.
The hull positioning system 8 adopts a structural form of a fully-automatic mechanical arm 30 and a mechanical gripper 31, a driving motor 32 provides power for the mechanical arm 30 and the mechanical gripper 31, and the hull positioning system 8 can realize safe dredging construction of a dredging operation platform under the conditions of ship travelling waves and water level changes and meet the protective requirements on wharf high-pile foundations.
At present, a dredging ship below a wharf is usually positioned by adopting a positioning pile or manually winding a steel wire rope on a pile foundation, the positioning pile is usually applied to a cutter suction dredger, the cutter suction dredger is pulled to move forwards by the positioning pile after the cutter suction dredger finishes one period of excavation task in a construction process, the next period of excavation task is realized by completing the positioning of a ship body, and the work of the positioning pile needs a relatively large space. However, the space below the high-pile wharf is limited, the operation difficulty is high when the positioning pile is used for positioning the dredging ship, personnel are required to operate between pile foundations below the wharf in a mode of manually winding the steel wire rope on the pile foundation, and the personal safety guarantee performance of the operators is low. Therefore, the utility model discloses independently designed the structural style of multistage arm and mechanical tongs, the built-in complicated buffer system of arm, arm and mechanical tongs pass through driving motor automatic control, and this hull positioning system can ensure to dredge the safety and stability construction of operation platform under the ship travelling wave or the surface of water change condition.
To sum up, the utility model has the following characteristics:
(1) modular design, manufacture, assembly, transport and assembly of the platform;
(2) the dual functions of cantilever type dredging construction and suspension type dredging construction are provided;
(3) the ship body is provided with a dynamic balance compensation function;
(4) the full-automatic unmanned dredging operation below the high-pile wharf can be realized (the operation personnel carries out remote operation);
(5) and continuous operation of the excavating and cutting system is realized.
Further, the utility model provides a construction method of operation system is dredged to pier below, including following step:
step 1, a dredging operation platform below a wharf and a hull body 1 of the system enter a construction area, a hull positioning system 8 starts to operate, and a rigid mechanical arm 30 and a mechanical gripper 31 extend out and grip a wharf high pile at a proper position;
step 2, installing enough tail connection boxes 2 at the tail part of the ship body 1 according to the width of the wharf, and debugging system equipment;
step 3, selecting a dredging construction mode according to the structural characteristics of a wharf, the dredged soil and the dredging requirement, when the dredged soil is relatively hard soil or the dredging depth is less than 12m, operating by adopting a cantilever type dredging construction mode, lowering a dredging equipment system 4 by a winch hoisting system 5 on a driving platform system 3, adjusting the initial position of the dredging equipment system 4, controlling the dredging equipment system to carry out left and right transverse sweeping construction operation by a transverse sweeping system in the dredging construction operation process, wherein the rotating angle of the transverse sweeping system is 10 degrees respectively at the left and right sides, and reserving a safety distance of 0.5m respectively at the two sides of a pile foundation in the operation process to ensure the safety of pile sinking; when the dredging soil is loose or the dredging depth is more than 12m, an overhanging type dredging construction mode is adopted for operation, a winch hoisting system 5 on a travelling platform system 3 lowers a dredging equipment system 4, the initial position of the dredging equipment system 4 is adjusted, a pulley system 19 moves left and right on a cross beam 17 in the dredging construction engineering, and the dredging equipment system 4 is controlled to carry out left and right transverse sweeping dredging construction;
and 4, after the dredging equipment system 4 finishes one period of transverse sweeping construction, the travelling platform system 3 moves forwards by 0.1m, meanwhile, the hull balance system 7 moves towards the direction opposite to the moving direction of the travelling platform system 3 by 0.1m, then the dredging equipment system 4 continues dredging operation, and the construction operation is finished repeatedly.
At present, a dredging ship constructed below a wharf is usually positioned by adopting a positioning pile or a steel wire rope winding pile foundation, in the construction process, a ship body is transversely swept left and right by taking the positioning pile or a steel wire rope winding point as an original point, the construction efficiency is low, and the personal safety of an operator below the wharf and the protective requirements on the pile foundation cannot be guaranteed.
And the utility model designs a horizontal scanning system adopts rotatory gear train inscription drum support to with defeated mud pipeline rigid connection, control defeated mud pipeline and dredging equipment system control horizontal scanning dredging construction. Meanwhile, a ship body positioning system is designed, a full-automatic mechanical arm and a mechanical gripper structure are adopted to position the dredging operation platform, and the ship body positioning system has a relatively complex structural characteristic and can be applied to a construction environment with a ship travelling wave and water level change. And, the utility model discloses whole dredging operation system adopts the construction method that driving platform system and sweep system combined together, and hull body and the tail-end box that connects keep motionless in the work progress, and driving platform system and sweep system take place to remove, and for the focus change that matches the hull, keep the stability of hull, still designed hull balance system.
It should be noted that the above-mentioned embodiments are only preferred embodiments of the present invention, and are not intended to limit the present invention in any way, and that the technical features or combinations of technical features described in the embodiments of the present invention should not be considered in isolation, and that they can be combined with each other to achieve better technical results, and that techniques, methods and apparatuses known to those skilled in the relevant art are not discussed in detail, but should be considered as part of the specification where appropriate. In all examples shown and discussed herein, any particular value should be construed as merely illustrative, and not limiting. Thus, other examples of the exemplary embodiments may have different values. All the simple modifications, equivalent changes and modifications made by the technical entity of the present invention to the above embodiments all belong to the scope of the technical solution of the present invention.
Claims (9)
1. The utility model provides a pier below dredging operation system which characterized in that: the device comprises a hull body (1), a tail connection box (2), a travelling platform system (3), a dredging equipment system (4), a winch hoisting system (5), a cross sweeping system, a hull balancing system (7) and a hull positioning system (8);
the ship body (1) adopts a simplified open type square ship structure design, a ship body positioning system (8) is arranged on the ship body and used for positioning the ship body on a high pile below a wharf, a plurality of sequentially parallel tail connecting boxes (2) are arranged at the stern position of the ship body and used for meeting the size requirements of different wharf dredging, a first travelling crane track (9) is arranged above the ship body, and a second travelling crane track (10) is arranged below the ship body; the tail connecting box (2) is designed by adopting a floating box type structure, a first travelling crane track (9) is arranged above the tail connecting box, a second travelling crane track (10) is arranged below the tail connecting box, and the two travelling crane tracks are respectively and directly connected with the first travelling crane track (9) and the second travelling crane track (10) on the ship body (1); the ship body balance system (7) is movably arranged on the second travelling crane track (10) and is used for adjusting the balance of the ship body in the dredging process; the travelling platform system (3) is movably arranged on the first travelling track (9) through a trolley pulley system (13);
the winch hoisting system (5) and the sweeping system are both arranged on the travelling platform system (3); the dredging equipment system (4) is respectively connected with the winch hoisting system (5) and the transverse sweeping system, the lower part and the recovery of the dredging equipment system (4) are controlled by the winch hoisting system (5), and the left and right transverse sweeping of the dredging equipment system (4) in the dredging process is controlled by the transverse sweeping system.
2. The undersubrf dredging operation system according to claim 1, wherein: the ship body (1) is further provided with a ballast water tank (11) and a ballast water pump (12), the ballast water tank (11) is connected with the ballast water pump (12), and ballast water in the ballast water tank (11) is pumped through the ballast water pump (12).
3. The wharf below dredging operation system according to any one of claims 1 or 2, wherein: the dredging equipment system (4) adopts an integrated structural design, integrates the dredge pump system (15) and the reamer system (16) into a whole, and adopts an arrangement mode that the reamer system (16) and the dredge pump system (15) are closely connected in the front and back.
4. The undersubrf dredging operation system according to claim 3, wherein: the dredging apparatus system (4) comprises a cantilevered and a suspended type.
5. The undersubrf dredging operation system according to claim 4, wherein: the winch hoisting system (5) comprises a hoisting motor (22), a steel wire rope (23) and a winch (24);
for the cantilever type dredging equipment system (4), a flange plate is directly adopted to be connected with a mud conveying pipeline (14), a fixed lantern ring (18) is arranged on the mud conveying pipeline (14), the winch (24) is connected with the fixed lantern ring (18) through a steel wire rope (23), the hoisting motor (22) is connected with the winch (24) through a clamping belt, and the lowering and the recovery of the cantilever type dredging equipment system (4) in the dredging process are controlled;
for the suspended dredging equipment system (4), the tail end of the suspended dredging equipment system is directly connected with a winch (24) through a steel wire rope (23), and the hoisting motor (22) is connected with the winch (24) by a clamping belt to control the descending and the recovering of the suspended dredging equipment system (4).
6. The undersubrf dredging operation system according to claim 4, wherein: the sweeping system is a rotating system (6) comprising a rotating gear train (25) and a gear train drive motor (26);
the cantilever type dredging equipment system (4) is directly connected with the mud conveying pipeline (14) through a flange plate, a cylindrical support (21) is arranged on the mud conveying pipeline (14), the rotating gear train (25) is connected with the mud conveying pipeline (14) through the cylindrical support (21), the gear train driving motor (26) is connected with the rotating gear train (25), and the cantilever type dredging equipment system (4) and the mud conveying pipeline (14) thereof are controlled to carry out left-right transverse sweeping construction in the dredging process.
7. The undersubrf dredging operation system according to claim 4, wherein: the transverse sweeping system comprises a pulley system (19), a cross beam (17) and a steel bracket (20);
the cross beam (17) is connected with the travelling crane platform system (3) through a steel bracket (20); the pulley system (19) is embedded in the cross beam (17) and connected with the tail end of the suspended dredging equipment system (4), and the dredging equipment system (4) is controlled to carry out left-right transverse-sweeping dredging construction.
8. The wharf below dredging operation system according to any one of claims 1 or 2, wherein: the hull balance system (7) comprises a counterweight pulley system (27), a counterweight driving motor (28) and a counterweight block body (29);
the counterweight block (29) is suspended on the second running rail (10) through a counterweight pulley system (27); the counterweight pulley system (27) is connected with a counterweight driving motor (28), and the counterweight pulley system (27) is controlled by the counterweight driving motor (28) to drive the movement of the ship body balancing system (7), so that the counterweight pulley system is used for adjusting the balance of the ship body in the dredging process.
9. The wharf below dredging operation system according to any one of claims 1 or 2, wherein: the ship body positioning system (8) comprises a mechanical arm (30), a mechanical gripper (31) and a driving motor (32);
the mechanical gripper (31) is arranged at the front end of the mechanical arm (30); and the driving motor (32) is respectively connected with the mechanical arm (30) and the mechanical gripper (31) and drives the mechanical arm (30) and the mechanical gripper (31) to position the ship body on the high pile below the wharf.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920521905.1U CN210134470U (en) | 2019-04-17 | 2019-04-17 | Dredging operation system under wharf |
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| CN201920521905.1U CN210134470U (en) | 2019-04-17 | 2019-04-17 | Dredging operation system under wharf |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944287A (en) * | 2019-04-17 | 2019-06-28 | 中交疏浚技术装备国家工程研究中心有限公司 | Dredging operation system below harbour |
| CN114991072A (en) * | 2022-05-20 | 2022-09-02 | 中交第二航务工程局有限公司 | Inter-pile mud dredging and stone throwing operation platform for high-pile wharf and operation method |
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2019
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944287A (en) * | 2019-04-17 | 2019-06-28 | 中交疏浚技术装备国家工程研究中心有限公司 | Dredging operation system below harbour |
| CN109944287B (en) * | 2019-04-17 | 2024-02-20 | 中交疏浚技术装备国家工程研究中心有限公司 | Dredging operation system under wharf |
| CN114991072A (en) * | 2022-05-20 | 2022-09-02 | 中交第二航务工程局有限公司 | Inter-pile mud dredging and stone throwing operation platform for high-pile wharf and operation method |
| CN114991072B (en) * | 2022-05-20 | 2023-06-27 | 中交第二航务工程局有限公司 | Working platform and working method for dredging and stone throwing among piles of high-pile wharf |
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