CN113833044A - High-precision environment-friendly immersed tube foundation bed desilting platform - Google Patents
High-precision environment-friendly immersed tube foundation bed desilting platform Download PDFInfo
- Publication number
- CN113833044A CN113833044A CN202111155372.8A CN202111155372A CN113833044A CN 113833044 A CN113833044 A CN 113833044A CN 202111155372 A CN202111155372 A CN 202111155372A CN 113833044 A CN113833044 A CN 113833044A
- Authority
- CN
- China
- Prior art keywords
- longitudinal
- pipe
- moving trolley
- trolley
- platform
- 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.)
- Pending
Links
- 238000007667 floating Methods 0.000 claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 claims abstract description 23
- 238000007789 sealing Methods 0.000 claims description 12
- 238000005192 partition Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 16
- 239000010802 sludge Substances 0.000 description 13
- 238000000034 method Methods 0.000 description 6
- 238000005086 pumping Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/8833—Floating installations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
Abstract
The invention provides a high-precision environment-friendly immersed tube foundation bed dredging platform which comprises a self-floating platform and a longitudinal moving trolley, wherein a first moon pool is arranged in the middle of the self-floating platform, longitudinal rails are symmetrically arranged on two sides of the first moon pool, the longitudinal moving trolley spans over the first moon pool, the longitudinal moving trolley is in sliding connection with the longitudinal rails, a transverse moving trolley is arranged in the middle of the longitudinal moving trolley, the transverse moving trolley is in sliding connection with the longitudinal moving trolley, a dredging tube is arranged on the transverse moving trolley, a mud discharge tube is connected to the upper part of the dredging tube, and a dredging head is connected to the bottom of the dredging tube; two longitudinal moving winches are oppositely arranged on two sides of the self-floating platform and connected with the longitudinal moving trolley through a steel cable, and the longitudinal moving winches are used for driving the longitudinal moving trolley to move on a longitudinal track. The invention has the advantages of ingenious structure, high integral flexibility, convenient use, realization of high-precision desilting of the immersed tube foundation bed with low cost and good economical efficiency, and greatly improves the desilting efficiency of the foundation bed.
Description
Technical Field
The invention relates to the technical field of underwater engineering construction, in particular to a high-precision environment-friendly immersed tube foundation bed dredging platform.
Background
The immersed tube tunnel is an underwater tunnel built by floating and transporting a plurality of prefabricated sections to the sea surface (river surface) site respectively and sinking and installing the prefabricated sections in a dredged foundation trench one by one. In order to avoid local high points of the foundation, the stress of the bottom plate of the immersed tube is uniform, and a gravel foundation bed with high flatness requirement needs to be laid in the immersed tube foundation groove. The time required for the foundation bed to be laid from the start to the installation of the pipe joints may increase further, subject to levelling, the progress of the floating and other factors. Because the sand content of the near-shore water area is usually higher, under the action of a plurality of factors such as water flow speed, sand content change, water body disturbance and the like, the back silting of the foundation bed is increased, and even the silting accumulation condition is caused. The deposited sludge can adversely affect the construction of the immersed tube and the stress on the structure. In order to avoid the influence of the sludge on the immersed tube tunnel, the foundation bed with the accumulated sludge must be subjected to dredging treatment.
In order to complete the dredging operation of the whole foundation bed top surface, special dredging equipment is needed. At present, dredging equipment mainly comprises: firstly, dredging/desilting ships (such as drag suction dredger and cutter suction dredger) mainly aim at channel dredging and reservoir river and lake dredging, and drag suction heads and cutter heads inevitably damage a foundation bed and are not suitable for the requirements of large-area and high-precision desilting of a immersed tube foundation bed; the cost of the ship is high, and high-precision positioning cannot be realized, so that great deviation can occur in dredging; secondly, a desilting pipeline (such as a patent CN 105696625A) is buried, and desilting is carried out by utilizing a pipeline suction mode, and the mode needs to bury a large number of pipelines along the whole foundation bed, so that the cost is high; can not be used repeatedly, and the sludge is retained in the bed permanently after the sludge cleaning is finished, thus not meeting the requirement of environmental protection.
Chinese patent document CN 104878780 a describes a timing desilting and silt preventing system and method in the leveling process of a immersed tube tunnel foundation bed, which can carry out desilting underwater through a longitudinal desilting pipe, a longitudinal desilting suction pipe, a transverse desilting suction pipe and a transverse desilting suction pipe.
Disclosure of Invention
The invention provides a high-precision environment-friendly immersed tube foundation bed dredging platform, and solves the problems that the dredging platform is inconvenient to use, low in flexibility, uneconomical to use, relatively troublesome to operate and incapable of automatically completing the dredging process in the immersed tube foundation bed dredging process.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a high-precision environment-friendly immersed tube foundation bed dredging platform comprises a self-floating platform and a longitudinal moving trolley, wherein a first moon pool is arranged in the middle of the self-floating platform, longitudinal rails are symmetrically arranged on two sides of the first moon pool, the longitudinal moving trolley spans over the first moon pool and is in sliding connection with the longitudinal rails, a transverse moving trolley is arranged in the middle of the longitudinal moving trolley and is in sliding connection with the longitudinal moving trolley, a dredging tube is arranged on the transverse moving trolley, a sludge discharge tube is connected to the upper portion of the dredging tube, and a dredging head is connected to the bottom of the dredging tube;
two longitudinal moving winches are oppositely arranged on two sides of the self-floating platform and connected with the longitudinal moving trolley through a steel cable, and the longitudinal moving winches are used for driving the longitudinal moving trolley to move on a longitudinal track.
In the preferred scheme, the self-floating platform comprises two longitudinal pipes arranged in parallel, a plurality of transverse pipes are arranged on two sides of each longitudinal pipe relatively, the longitudinal pipes and the transverse pipes are connected to form a first moon pool, a plurality of partition plates are arranged in each longitudinal pipe and each transverse pipe, a steel plate is arranged on the upper side of each transverse pipe, a walkway is arranged on one side of each longitudinal pipe, and a longitudinal rail is located above each longitudinal pipe.
In the preferred scheme, the upper side of the longitudinal pipe is provided with a longitudinal rail beam body, the longitudinal rail is fixedly arranged on the longitudinal rail beam body, the outer side of the longitudinal rail is provided with a scale, and two sides of the central axis direction of the longitudinal rail are respectively provided with a longitudinal limiting block.
In a preferred scheme, the longitudinal moving trolley comprises a base, a second moon pool is arranged in the middle of the base, a gantry is arranged at the upper part of the base, a hanging beam is arranged on the lower side of a top beam of the gantry, a hoisting hoist is arranged on the hanging beam in a sliding manner, a guide beam is arranged at the bottom of the base, two ends of the guide beam are respectively contacted with the side walls of two longitudinal pipes, and the hoisting hoist is used for hoisting the dredging pipes;
the bottom of base evenly is equipped with a plurality of wheels, wheel and vertical track sliding connection, and the base lower part still is equipped with a plurality of hooks of preventing inclining, prevents inclining the hook and is the L type, prevents inclining the hook card and establish on vertical track.
In the preferred scheme, the transverse moving trolley comprises a transverse moving rail, the transverse moving rail is fixedly arranged on the longitudinal moving trolley, the axis of the transverse moving rail is perpendicular to the axis of the longitudinal moving rail, a driving device is connected to the transverse moving rail in a sliding mode, a trolley body is arranged on one side of the driving device, a through hole is formed in the trolley body, the dredging pipe penetrates through the through hole and is fixed to the trolley body through a hoop, and a wedge block is detachably arranged in the through hole.
In an optimal scheme, two anti-roll wheels are arranged on the lower portion of the driving device and are respectively clamped with the transverse moving track, guide wheels are arranged on one side, close to the driving device, of the trolley body, and the guide wheels are connected with the inner side of the longitudinal moving trolley in a sliding mode.
In the preferred scheme, the self-floating platform is further provided with four mooring winches, the four mooring winches are symmetrically arranged at four corners of the self-floating platform respectively, and the mooring winches are detachably provided with positioning targets.
In the preferred scheme, a generator set and an air compressor set are further arranged on the steel plate.
In a preferred scheme, a swinging device is arranged on the dredging pipe and comprises a first pipe body and a second pipe body, the first pipe body is hinged with the second pipe body, two connecting columns are oppositely arranged on the outer side wall of the first pipe body and penetrate through the second pipe body, two supports are oppositely arranged on the outer side wall of the second pipe body, swing rods are hinged on the supports, and the swing rods are hinged with a telescopic device;
and a sealing sleeve is also arranged, and two sides of the sealing sleeve are respectively sleeved on the first pipe body and the second pipe body.
In the preferred scheme, the telescopic device is fixedly arranged on the transverse moving trolley and comprises a telescopic rod, an articulated column is arranged at the end part of the telescopic rod and is hinged with a swing rod, a waist circular groove is formed in the swing rod, and the articulated column is arranged in the waist circular groove in a penetrating mode.
The invention has the beneficial effects that: through set up the platform truck that moves from indulging on the floating platform, the cooperation vertical track can carry out the continuous desilting of multiposition fast, has guaranteed the high-efficient construction after the locating from the floating platform, and the whole installation is dismantled conveniently, and it is convenient to use.
1. The silt of the foundation bed can be quickly removed according to the path planning, the silt removing pipe has the capabilities of longitudinally moving, transversely moving and lifting, the positioning precision is high, and the accurate silt removing can be realized;
2. the specific area can be desilted after the platform is parked once, and the ship does not need to be moved frequently;
3. the simple self-floating platform is used as a carrier, and the whole set of equipment is simple in design and good in economical efficiency;
4. the use is flexible, the expansion is easy, and the structural form of the dredging head is changed to expand the dredging range or change the dredging section.
5. The gas lift is adopted to pump mud, so that the disturbance to a water body is small; the discharged mud is collected separately, and the environmental protection is good.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
FIG. 1 is a schematic top view of the present invention;
FIG. 2 is a schematic front view of the present invention;
FIG. 3 is a schematic right view of the present invention;
FIG. 4 is a schematic view of the structure of the present invention in direction A-A;
FIG. 5 is a schematic view of the structure of the present invention in the direction B-B;
FIG. 6 is a schematic view of the C-C structure of the present invention;
FIG. 7 is a schematic view of the overall structure of the head swing device of the present invention;
fig. 8 is a schematic diagram of the explosive structure of the head swing device of the invention.
In the figure: a self-floating platform 1; a longitudinal tube 101; a cross tube 102; a first monthly pool 103; a partition 104; a steel plate 105; a walkway 106; a mooring winch 2; a longitudinal rail beam body 3; a longitudinal rail 4; a scale 5; a longitudinal limiting block 6; a longitudinal movement winch 7; longitudinally moving the trolley 8; a wheel 801; a base 802; second february pool 803; a gantry 804; a hanging beam 805; a guide beam 806; an anti-roll hook 807; a reinforcing brace 808; hoisting a hoist 9; a traversing carriage 10; a vehicle body 1001; a driving device 1002; a traverse rail 1003; a hoop 1004; an anti-roll wheel 1005; a guide wheel 1006; a wedge 1007; a via 1008; a generator set 11; an air compressor group 12; a dredging pipe 13; a dredging head 14; a sludge discharge pipe 15; a head swing device 16; a first pipe 1601; a second tube 1602; connecting post 1603; a support 1604; a swing link 1605; a waisted groove 1606; a sealing sleeve 1607; a first lock aperture 1608; a latch 1609; a second locking hole 1610; the third locking hole 1611; a threaded hole 1612; a telescopic device 17; a telescopic rod 1701; a hinged post 1702; a water pump group 18.
Detailed Description
As shown in fig. 1-8, a high-precision environment-friendly immersed tube foundation bed dredging platform comprises a self-floating platform 1 and a longitudinal moving trolley 8, wherein a first moon pool 103 is arranged at the middle position of the self-floating platform 1, longitudinal rails 4 are symmetrically arranged on two sides of the first moon pool 103, the longitudinal moving trolley 8 spans over the first moon pool 103, the longitudinal moving trolley 8 is slidably connected with the longitudinal rails 4, a transverse moving trolley 10 is arranged in the middle of the longitudinal moving trolley 8, the transverse moving trolley 10 is slidably connected with the longitudinal moving trolley 8, a dredging pipe 13 is arranged on the transverse moving trolley 10, the upper part of the dredging pipe 13 is connected with a sludge discharge pipe 15, and the bottom of the dredging pipe 13 is connected with a dredging head 14;
two longitudinal moving winches 7 are oppositely arranged on two sides of the self-floating platform 1, the longitudinal moving winches 7 are connected with a longitudinal moving trolley 8 through steel cables, and the longitudinal moving winches 7 are used for driving the longitudinal moving trolley 8 to move on the longitudinal rails 4. The sludge discharge pipe 15 is a circular hose, and a circular buoyancy block is wrapped on the hose at a certain distance, so that the whole sludge discharge pipe 15 keeps a floating state. One end of the sludge discharge pipe 15 is connected with the dredging pipe 13, and the other end of the sludge discharge pipe leads the discharged muddy water to a mud barge on water or a sludge receiving pit on the road. The moving mode of the dredging pipe 13 is as follows: during longitudinal movement, the longitudinal movement trolley 8 moves, the transverse movement trolley 10 is not moved, the wedge 1007 is inserted, and the lifting hoist 9 is not moved; during transverse movement, the longitudinal moving trolley 8 is fixed, the transverse moving trolley 10 moves, the wedge 1007 is inserted, and the lifting hoist 9 is fixed; when the hoist is lifted, the longitudinal moving trolley 8 is not moved, the transverse moving trolley 10 is not moved, the wedge 1007 is pulled out, and the hoist 9 is lifted.
From this structure to make to indulge and move platform 8 and can carry out the multiple spot desilting in the moon pool top with the help of vertical track 4, guaranteed that the scope of desilting is enough big, sideslip dolly 10 drives desilting pipe 13 and moves in the direction of vertically indulging track 4, through parameter setting, accomplishes the omnidirectional of moon pool 103 and covers, and sideslip dolly 10 carries out quick cleaning according to the route of setting for, reaches orderly desilting, and it is higher to clear away efficiency.
In a preferable scheme, the self-floating platform 1 comprises two longitudinal pipes 101 arranged in parallel, a plurality of transverse pipes 102 are oppositely arranged on two sides of each longitudinal pipe 101, the longitudinal pipes 101 and the transverse pipes 102 are connected to form a first moon pool 103, a plurality of partition plates 104 are respectively arranged in each longitudinal pipe 101 and each transverse pipe 102, a steel plate 105 is arranged on the upper side of each transverse pipe 102, a walkway 106 is arranged on one side of each longitudinal pipe 101, and the longitudinal rails 4 are positioned above the longitudinal pipes 101. The self-floating platform 1 is further provided with a water pumping pump group 18, the water pumping pump group 18 is located on a steel plate 105, the water pumping pump group 105 is used for injecting or pumping water into a plurality of cavities separated by the partition plate 104, when the longitudinal moving trolley 8 moves on the self-floating platform 1, the water pumping pump group 18 correspondingly injects or removes water on two sides, so that the stability of the whole self-floating platform is ensured, the partition plate 104 separates the interior of the longitudinal pipe 101 and the interior of the transverse pipe 102 into a plurality of cavities, and the floating state adjustment of the self-floating platform 1 is realized through water injection and drainage of different cavities. The steel plate 105 is erected on the transverse pipe 102, the steel plate 105 serves as an installation plane of equipment and an operation platform of personnel, and the walkway 106 can be used for overhauling and maintenance.
In the preferred scheme, the upper side of the longitudinal pipe 101 is provided with a longitudinal rail beam body 3, a longitudinal rail 4 is fixedly arranged on the longitudinal rail beam body 3, the outer side of the longitudinal rail 4 is provided with a scale 5, and two sides of the longitudinal rail 4 in the central axis direction are respectively provided with a longitudinal limiting block 6. The longitudinal track beam body 3 is made of T-shaped steel and toggle plates, the top surface is guaranteed to be flat, the longitudinal limiting block 6 is a steel box-shaped or I-shaped stop block, and therefore the structure is achieved, the longitudinal track 4 is convenient to install, the flatness of the top surface of the longitudinal track 4 is guaranteed, meanwhile, the scale 5 is used for determining the position of the longitudinal moving trolley, the longitudinal limiting block 6 plays a role in limiting the moving range of the longitudinal trolley, and mechanical limiting is more direct and stable.
In a preferable scheme, the longitudinally-moving trolley 8 comprises a base 802, a second February pool 803 is arranged in the middle of the base 802, a gantry 804 is arranged at the upper part of the base 802, a hanging beam 805 is arranged on the lower side of a top beam of the gantry 804, a hoisting hoist 9 is arranged on the hanging beam 805 in a sliding manner, a guide beam 806 is arranged at the bottom of the base 802, two ends of the guide beam 806 are respectively contacted with the side walls of the two longitudinal pipes 101, and the hoisting hoist 9 is used for hoisting the dredging pipe 13;
the bottom of base 802 evenly is equipped with a plurality of wheels 801, and wheel 801 and longitudinal track 4 sliding connection still are equipped with a plurality of anti-tilt hooks 807 in the base 802 lower part, and anti-tilt hook 807 is the L type, and anti-tilt hook 807 card is established on longitudinal track 4. Portal 804 is door font steel truss, portal 804 one side still is equipped with and strengthens propping 808, guide beam 806 is box or I-steel structure, there is the panel the left and right sides, form the direction plane, all be equipped with guide beam 806 around the advancing direction of indulging platform truck 8, from this structure, so that whole use and maintenance are convenient, and whole bearing capacity is strong, second yurt 803 is as the operating space of desilting pipe 13, holistic efficiency of construction has been guaranteed, indulge platform truck 8 is when walking, guide beam 806 plays guiding orientation's effect, prevent that indulging platform truck 8 from taking place the lopsidedness, it has 4 to prevent that anti-tilt hook 807, set up the four corners at base 802 respectively, anti-tilt hook 807 can withhold to track 4, prevent that indulging platform truck 8 from toppling. The hoisting hoist 9 adopts an electric hoist, the hoisting hoist 9 is hung on the hanging beam 805, and the hoisting hoist 9 is connected with the ear plate of the dredging pipe 13 through a steel cable, so that the convenience in mounting and dismounting the dredging pipe 13 is ensured.
In a preferable scheme, the traverse trolley 10 comprises a traverse rail 1003, the traverse rail 1003 is fixedly arranged on the longitudinal trolley 8, the axis of the traverse rail 1003 is perpendicular to the axis of the longitudinal rail 4, a driving device 1002 is slidably connected to the traverse rail 1003, a trolley body 1001 is arranged on one side of the driving device 1002, a through hole 1008 is formed in the trolley body 1001, the dredging pipe 13 penetrates through the through hole 1008, the dredging pipe 13 is fixedly arranged on the trolley body 1001 through a hoop 1004, and a wedge 1007 is detachably arranged in the through hole 1008. The shape of a trolley body 1001 is inverted L-shaped, the trolley body 1001 is installed on the inner side of a second moon pool 803 of a longitudinal moving trolley 8, a driving device 1002 drives the trolley body to move along a transverse moving track 1003, the transverse moving track 1003 is made of I-steel and racks, the I-steel is installed on the top surface of a base 802 of the longitudinal moving trolley 8, the racks are welded on the top surface of the I-steel, an anchor ear 1004 is a square box body with a semicircular through hole, and the trolley 1001 is provided with a semicircular through hole and can form a circular hole together with the semicircular through hole of the anchor ear 1004. The diameter of the round hole is larger than the diameter of the flange of the dredging pipe 13, so that the dredging pipe 13 can move up and down through the through hole. The hoop 1004 is detachably connected with the trolley 1001, and after the hoop 1004 is detached, the dredging pipe 13 can be integrally moved out of the trolley 1001. The wedge 1007 is inserted during the dredging operation to fix the dredging pipe 13 and prevent the dredging pipe 13 from inclining.
In a preferable scheme, two anti-roll wheels 1005 are arranged at the lower part of the driving device 1002, the two anti-roll wheels 1005 are respectively clamped with the transverse moving track 1003, a guide wheel 1006 is arranged at one side of the vehicle body 1001 close to the driving device 1002, and the guide wheel 1006 is in sliding connection with the inner side of the longitudinal moving trolley 8. The anti-tip wheels 1005 are located on the driving side of the trolley 1001, and the anti-tip wheels 1005 are buckled on the i-steel of the transverse rail 1003 for preventing the transverse trolley 10 from overturning. The guide wheels 1006 are arranged on the longitudinal wall of the traverse trolley 10, a gap is arranged between the longitudinal wall of the traverse trolley 10 and the inner longitudinal wall of the moon pool 803 of the longitudinal trolley, the guide wheels 1006 are positioned in the gap, and when the traverse trolley 10 moves, the guide wheels 1006 play a role in guiding and supporting. By the structure, the use is more convenient, the whole structure is stable, and the overturning problem in the moving process is avoided.
In the preferred scheme, four mooring winches 2 are further arranged on the self-floating platform 1, the four mooring winches 2 are symmetrically arranged at four corners of the self-floating platform 1 respectively, and positioning targets are detachably arranged on the mooring winches 2. The positioning target adopts GPS positioning and is networked with the self-floating platform 1, the signal tracker is arranged on the self-floating platform 1, the relative distance of each movement is automatically measured and calculated, the distance of each movement of the self-floating platform is approximately equal, and the movement direction does not deviate, so that the whole rough positioning of the self-floating platform 1 is realized through the mooring winch 2.
In a preferred scheme, the steel plate 105 is further provided with a generator set 11 and an air compressor set 12. With this arrangement, the air supply port of the air compressor unit 12 is connected to the air connection of the dredging head 14 by a hose to supply power and air to the dredging platform, respectively.
In a preferable scheme, a swinging head device 16 is arranged on the dredging pipe 13, the swinging head device 16 comprises a first pipe body 1601 and a second pipe body 1602, the first pipe body 1601 is hinged with the second pipe body 1602, the outer side wall of the first pipe body 1601 is relatively provided with two connecting columns 1603, the connecting columns 1603 are arranged on the second pipe body 1602 in a penetrating manner, the outer side wall of the second pipe body 1602 is relatively provided with two supports 1604, the supports 1604 are hinged with swing rods 1605, and the swing rods 1605 are hinged with a telescopic device 17;
a sealing sleeve 1607 is further provided, and two sides of the sealing sleeve 1607 are respectively sleeved on the first pipe body 1601 and the second pipe body 1602. The connecting column 1603 of the first pipe body 1601 is provided with a first lock hole 1608, a bolt 1609 penetrates through the first lock hole 1608, the sealing sleeve 1607 is provided with a threaded hole 1612, the bolt 1609 is in threaded connection with the threaded hole 1612, the second pipe body 1602 is provided with a second lock hole 1610 and a third lock hole 1611, the connecting column 1603 is positioned in the third lock hole 1611, the size of the second lock hole 1610 is the same as that of the first lock hole 1608, the second pipe body 1602 is provided with an inclination angle sensor, the precision of the movement angle is guaranteed, the adjustment of the dredging angle is facilitated, the height of a mud layer at the bottom of a foundation bed is adapted to the change of the height of the mud layer at the bottom of the foundation bed, the sealing sleeve 1607 is made of rubber, a steel wire mesh reinforcing layer is arranged inside the rubber, low-elasticity rubber is arranged outside the sealing sleeve 1607, high-elasticity rubber is arranged inside the sealing sleeve, and the structure is adopted, so that the electric push rod 17 can control the second pipe body 1602 to rotate relative to the first pipe body 1601, thereby in the same position, accomplish the work of becoming more extensive desilting, the desilting effect is more thorough, when second body 1602 rotates relative first body 1601, sealing sleeve 1607 plays sealed effect, avoided silt to flow from the gap department of first body 1601 and second body 1602, bolt 1609 is as the wobbling switch of second body 1602, when bolt 1609 inserts in first lockhole 1608, first body 1601 and second body 1602 lock, both connections become the rigid tube, after bolt 1609 extracts, second body 1602 becomes the pendulum pipe.
In a preferable scheme, the telescopic device 17 is fixedly arranged on the traverse trolley 10, the telescopic device 17 comprises a telescopic rod 1701, an articulated column 1702 is arranged at the end part of the telescopic rod 1701, the articulated column 1702 is articulated with a swing rod 1605, a oval groove 1606 is arranged on the swing rod 1605, and the articulated column 1702 penetrates through the oval groove 1606. The telescoping device 17 quantity is 2, sets up the both sides at sideslip dolly 10 relatively, from this structure to make the telescoping device 17 of both sides mutually support, guaranteed that second body 1602 can rotate at certain within range, thereby reduced the high accuracy location requirement from floating platform 1, all can accomplish the desilting work in certain extent, need not remove the in-process from floating platform 1 at the desilting. There is a sufficient overlapping area between the previous moon pool 103 and the next moon pool 103, thereby improving the overall dredging efficiency and reducing the number of times of moving the position of the self-floating platform 1.
The working principle of the dredging head 13 is that compressed air generated by the air compressor enters the air collecting cavity through the air connector, the air is distributed into each air branch pipe through the air collecting cavity and then enters the corresponding mud suction branch pipe through the air branch pipe, the density of a liquid column in the mud suction branch pipe is reduced, the pressure is reduced, and pressure difference is generated between the inside and the outside of the mud suction branch pipe, so that water carrying mud enters the mud suction branch pipe. And the muddy water is collected by the collecting cavity, enters the connecting pipe and is finally conveyed to the mud discharge pipeline.
The above-described embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and the scope of the present invention is defined by the claims, and equivalents including technical features described in the claims. I.e., equivalent alterations and modifications within the scope hereof, are also intended to be within the scope of the invention.
Claims (10)
1. The utility model provides an environment-friendly immersed tube foundation bed desilting platform of high accuracy which characterized by: the self-floating type sludge-removing device comprises a self-floating platform (1) and a longitudinally-moving trolley (8), wherein a first moon pool (103) is arranged in the middle of the self-floating platform (1), longitudinal rails (4) are symmetrically arranged on two sides of the first moon pool (103), the longitudinally-moving trolley (8) is arranged above the first moon pool (103) in a crossing manner, the longitudinally-moving trolley (8) is connected with the longitudinal rails (4) in a sliding manner, a transversely-moving trolley (10) is arranged in the middle of the longitudinally-moving trolley (8), the transversely-moving trolley (10) is connected with the longitudinally-moving trolley (8) in a sliding manner, a sludge-removing pipe (13) is arranged on the transversely-moving trolley (10), a sludge-removing pipe (15) is connected to the upper part of the sludge-removing pipe (13), and a sludge-removing head (14) is connected to the bottom of the sludge-removing pipe (13);
two longitudinal moving winches (7) are oppositely arranged on two sides of the self-floating platform (1), the longitudinal moving winches (7) are connected with a longitudinal moving trolley (8) through steel cables, and the longitudinal moving winches (7) are used for driving the longitudinal moving trolley (8) to move on the longitudinal track (4).
2. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 1, which is characterized in that: the self-floating platform (1) comprises two longitudinal pipes (101) arranged in parallel, a plurality of transverse pipes (102) are arranged on two sides of each longitudinal pipe (101) oppositely, the longitudinal pipes (101) and the transverse pipes (102) are connected to form a first moon pool (103), a plurality of partition plates (104) are arranged in each longitudinal pipe (101) and each transverse pipe (102), a steel plate (105) is arranged on the upper side of each transverse pipe (102), a walkway (106) is arranged on one side of each longitudinal pipe (101), and a longitudinal rail (4) is located above each longitudinal pipe (101).
3. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 2, which is characterized in that: the upper side of the longitudinal pipe (101) is provided with a longitudinal rail beam body (3), the longitudinal rail (4) is fixedly arranged on the longitudinal rail beam body (3), the outer side of the longitudinal rail (4) is provided with a scale (5), and two sides of the central axis direction of the longitudinal rail (4) are respectively provided with a longitudinal limiting block (6).
4. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 1, which is characterized in that: the longitudinal moving trolley (8) comprises a base (802), a second moon pool (803) is arranged in the middle of the base (802), a gantry (804) is arranged on the upper portion of the base (802), a hanging beam (805) is arranged on the lower side of a top beam of the gantry (804), a lifting hoist (9) is arranged on the hanging beam (805) in a sliding mode, a guide beam (806) is arranged at the bottom of the base (802), two ends of the guide beam (806) are respectively in contact with the side walls of the two longitudinal pipes (101), and the lifting hoist (9) is used for lifting the dredging pipes (13);
the bottom of base (802) evenly is equipped with a plurality of wheels (801), wheel (801) and longitudinal rail (4) sliding connection, and base (802) lower part still is equipped with a plurality of anti-tilt hook (807), and anti-tilt hook (807) are the L type, and anti-tilt hook (807) card is established on longitudinal rail (4).
5. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 1, which is characterized in that: the transversely moving trolley (10) comprises a transversely moving rail (1003), the transversely moving rail (1003) is fixedly arranged on a longitudinally moving trolley (8), the axis of the transversely moving rail (1003) is perpendicular to the axis of a longitudinal rail (4), a driving device (1002) is connected onto the transversely moving rail (1003) in a sliding mode, a trolley body (1001) is arranged on one side of the driving device (1002), a through hole (1008) is formed in the trolley body (1001), a dredging pipe (13) penetrates through the through hole (1008), the dredging pipe (13) is fixed onto the trolley body (1001) through a hoop (1004), and a wedge block (1007) is detachably arranged in the through hole (1008).
6. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 5, which is characterized in that: two anti-roll wheels (1005) are arranged on the lower portion of the driving device (1002), the two anti-roll wheels (1005) are respectively connected with the transverse moving track (1003) in a clamping mode, guide wheels (1006) are arranged on one side, close to the driving device (1002), of the trolley body (1001), and the guide wheels (1006) are connected with the inner side of the longitudinal moving trolley (8) in a sliding mode.
7. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 1, which is characterized in that: still be equipped with four mooring winch (2) on the platform (1) of floating certainly, four mooring winch (2) symmetry respectively set up in four corners of platform (1) of floating certainly, and mooring winch (2) are gone up detachable and are equipped with the location mark target.
8. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 2, which is characterized in that: and the steel plate (105) is also provided with a generator set (11) and an air compressor set (12).
9. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 1, which is characterized in that: the dredging pipe (13) is provided with a swinging head device (16), the swinging head device (16) comprises a first pipe body (1601) and a second pipe body (1602), the first pipe body (1601) is hinged with the second pipe body (1602), the outer side wall of the first pipe body (1601) is relatively provided with two connecting columns (1603), the connecting columns (1603) penetrate through the second pipe body (1602), the outer side wall of the second pipe body (1602) is relatively provided with two supports (1604), the supports (1604) are hinged with swinging rods (1605), and the swinging rods (1605) are hinged with a telescopic device (17);
still be equipped with sealing sleeve (1607), sealing sleeve (1607) both sides are established respectively on first body (1601) and second body (1602).
10. The high-precision environment-friendly immersed tube foundation bed desilting platform as claimed in claim 9, which is characterized in that: the telescopic device (17) is fixedly arranged on the transverse moving trolley (10), the telescopic device (17) comprises a telescopic rod (1701), the end part of the telescopic rod (1701) is provided with a hinged column (1702), the hinged column (1702) is hinged to a swing rod (1605), a waist circular groove (1606) is formed in the swing rod (1605), and the hinged column (1702) penetrates through the waist circular groove (1606).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111155372.8A CN113833044A (en) | 2021-09-29 | 2021-09-29 | High-precision environment-friendly immersed tube foundation bed desilting platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111155372.8A CN113833044A (en) | 2021-09-29 | 2021-09-29 | High-precision environment-friendly immersed tube foundation bed desilting platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113833044A true CN113833044A (en) | 2021-12-24 |
Family
ID=78967677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111155372.8A Pending CN113833044A (en) | 2021-09-29 | 2021-09-29 | High-precision environment-friendly immersed tube foundation bed desilting platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113833044A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753430A (en) * | 2022-05-26 | 2022-07-15 | 长江河湖建设有限公司 | Sediment removal device for hydraulic engineering |
| CN116181404A (en) * | 2023-04-23 | 2023-05-30 | 太原理工大学 | Mine water-permeable accident emergency rescue device and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006028748A (en) * | 2004-07-12 | 2006-02-02 | Toa Harbor Works Co Ltd | Dredging equipment and dredging method |
| CN107956228A (en) * | 2017-11-06 | 2018-04-24 | 上海振华重工(集团)股份有限公司 | A kind of seabed twists imbibition pressure control system |
| CN109610543A (en) * | 2018-11-14 | 2019-04-12 | 中交广州航道局有限公司 | It inhales large junk and its inhales husky arm configuration |
| CN210421223U (en) * | 2019-07-02 | 2020-04-28 | 上海航盛船舶设计有限公司 | Pumping system for dredging ship |
| CN111648427A (en) * | 2020-04-22 | 2020-09-11 | 中建市政工程有限公司 | High-pressure rotary-spraying sand-sucking desilting construction system and construction method thereof |
| CN214090073U (en) * | 2020-11-25 | 2021-08-31 | 天津市水务规划勘测设计有限公司 | A equipment for river course desilting |
-
2021
- 2021-09-29 CN CN202111155372.8A patent/CN113833044A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006028748A (en) * | 2004-07-12 | 2006-02-02 | Toa Harbor Works Co Ltd | Dredging equipment and dredging method |
| CN107956228A (en) * | 2017-11-06 | 2018-04-24 | 上海振华重工(集团)股份有限公司 | A kind of seabed twists imbibition pressure control system |
| CN109610543A (en) * | 2018-11-14 | 2019-04-12 | 中交广州航道局有限公司 | It inhales large junk and its inhales husky arm configuration |
| CN210421223U (en) * | 2019-07-02 | 2020-04-28 | 上海航盛船舶设计有限公司 | Pumping system for dredging ship |
| CN111648427A (en) * | 2020-04-22 | 2020-09-11 | 中建市政工程有限公司 | High-pressure rotary-spraying sand-sucking desilting construction system and construction method thereof |
| CN214090073U (en) * | 2020-11-25 | 2021-08-31 | 天津市水务规划勘测设计有限公司 | A equipment for river course desilting |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753430A (en) * | 2022-05-26 | 2022-07-15 | 长江河湖建设有限公司 | Sediment removal device for hydraulic engineering |
| CN116181404A (en) * | 2023-04-23 | 2023-05-30 | 太原理工大学 | Mine water-permeable accident emergency rescue device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106369223B (en) | A kind of silt stratum pipe jacking construction method | |
| CN102251530B (en) | Construction process of double-wall steel cofferdam for construction of pier bearing platform in main river water of Yellow River | |
| CN202492848U (en) | Invisible attached type low height guide rack | |
| CN103741657B (en) | The construction method of large-sized multifunction waterborne traffic accident | |
| CN113833044A (en) | High-precision environment-friendly immersed tube foundation bed desilting platform | |
| CN101538833B (en) | Vertical subsection double-wall steel cofferdam water stopping construction method | |
| CN111058458A (en) | Construction method and structure based on cutter suction type ground connecting wall local replacement row pile support | |
| CN113550340A (en) | Construction method of deepwater foundation of double-wall steel cofferdam without sealing bottom under deepwater rock entering condition | |
| CN110847185B (en) | Stone throwing and tamping integrated ship | |
| CN110055984B (en) | Lowering construction method for double-wall deformed steel cofferdam | |
| CN203654196U (en) | Guide apparatus for large and multifunctional over-water construction platform | |
| CN109707002B (en) | Device and method for accurately positioning, sinking and installing large water intake head | |
| CN105201034A (en) | Amphibious dredging device | |
| CN108222068A (en) | A kind of underwater immersed tube Bridge Erector and its construction technology | |
| JP2515888B2 (en) | Construction method of steel pipe pile for building offshore structure and its equipment | |
| CN108360384B (en) | Underway push construction method | |
| CN208135764U (en) | A kind of pipeline hanging device without spin | |
| CN110805044A (en) | Working method for stone throwing and tamping integrated ship | |
| CN213625592U (en) | Lifting, placing and anchoring device for leveling frame in riprap leveling ship | |
| CN109537632B (en) | Submarine tunnel construction method | |
| CN215926122U (en) | Platform equipment for cofferdam foundation cleaning | |
| CN113585382B (en) | Counter weight formula platform equipment that clear base of cofferdam was used | |
| CN113882449A (en) | High-efficiency high-precision underwater foundation bed dredging method | |
| JP3023575B2 (en) | Track reinforcement machine | |
| JP2592654B2 (en) | Sinking method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211224 |
|
| RJ01 | Rejection of invention patent application after publication |