CN109292047B - Tubular pile cutting operation platform and use method thereof - Google Patents
Tubular pile cutting operation platform and use method thereof Download PDFInfo
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- CN109292047B CN109292047B CN201811145238.8A CN201811145238A CN109292047B CN 109292047 B CN109292047 B CN 109292047B CN 201811145238 A CN201811145238 A CN 201811145238A CN 109292047 B CN109292047 B CN 109292047B
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- 238000005520 cutting process Methods 0.000 title claims abstract description 123
- 238000000034 method Methods 0.000 title claims abstract description 21
- 238000003466 welding Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 230000003014 reinforcing effect Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- LNSPFAOULBTYBI-UHFFFAOYSA-N [O].C#C Chemical group [O].C#C LNSPFAOULBTYBI-UHFFFAOYSA-N 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
- B25H—WORKSHOP EQUIPMENT, e.g. FOR MARKING-OUT WORK; STORAGE MEANS FOR WORKSHOPS
- B25H1/00—Work benches; Portable stands or supports for positioning portable tools or work to be operated on thereby
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
- B25H—WORKSHOP EQUIPMENT, e.g. FOR MARKING-OUT WORK; STORAGE MEANS FOR WORKSHOPS
- B25H5/00—Tool, instrument or work supports or storage means used in association with vehicles; Workers' supports, e.g. mechanics' creepers
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Ladders (AREA)
Abstract
The application relates to the technical field of pile driving, in particular to a pile cutting operation platform and a use method thereof, wherein the pile cutting operation platform comprises a workbench (1), and a yielding hole (3) for yielding a pile (2) is formed in the middle of the workbench (1); the first lifting ropes (5) with adjustable lengths are connected with the second lifting ropes (10) with adjustable lengths at the upper ends of the fences (4) respectively, the second lifting ropes (10) are connected with the periphery of the workbench (1) respectively, and one end, far away from the workbench (1), of each second lifting rope (10) is provided with a second hook (11). The tubular pile cutting operation platform can be arranged on the tubular pile, so that a ship body can be not occupied during cutting operation, and can execute other tasks, and the ship body is effectively utilized.
Description
Technical Field
The application relates to the technical field of pile driving, in particular to a pile cutting operation platform and a use method thereof.
Background
When a wharf is constructed on the coast, piling is needed to be used as a supporting foundation, however, geological conditions of coastal engineering are complex, geological investigation holes cannot fully cover pile positions of each bent frame, and when pile foundation design is caused, large deviation occurs in the selection of elevation of part of pile foundation bearing layers, the condition that steel pipe piles reach bearing layers in advance in the sinking process occurs, and at the moment, actual values of pile top elevation are larger than design values.
At this time, the excess portion of the stake needs to be cut off. For the convenience of description, as shown in fig. 1, the pipe pile 2 can be divided into a reserved section 2.1 and a section 2.2 to be cut, the junction of the reserved section 2.1 and the section 2.2 to be cut is a cutting point, and a worker can draw a cutting line at the cutting point.
Because the steel pipe pile tends to the difference of angle and slope, some super high steel pipe piles can influence, need in time cut the super high part, and some super high steel pipe piles can not influence the pile driving ship and carry out next steel pipe pile sinking operation. For the above two cases, the conventional method for cutting off the redundant part of the tubular pile is as follows:
first kind: for the ultrahigh steel pipe pile influencing the subsequent steel pipe pile sinking, as shown in fig. 2, a worker directly uses a lifting elevator 002 on a ship body 001 as an operation platform, cuts off the section 2.2 to be cut off by gas cutting, and hangs away the section 2.2 to be cut off by a lifting appliance on the ship. The ship body is always occupied during cutting, and the time for cutting operation and hoisting is long, so that other tasks can not be performed during cutting.
Second kind: and (3) aiming at the ultrahigh steel pipe pile which does not affect the pile sinking of the subsequent steel pipe pile, the pile driving ship continues the pile sinking operation of the subsequent steel pipe pile, when the pile driving ship shifts to meet the safety spacing, the double-hook medium-sized crane ship is used for lifting the hanging basket to the position to be cut off in the conventional operation, and workers finish pile top hanging point tying and pipe pile redundant part cutting off in the hanging basket. The method is greatly influenced by wind waves, and medium-sized or above crane ships with strong wind wave resistance are required to be selected, so that the cost is high.
In addition, corbels are welded on the reserved section 2.1 of the pipe pile 2 and serve as a foundation of a cast-in-place concrete supporting system of the subsequent cross beam. The welding bracket is operated on an operation platform by mainly using a conventional operation cradle for hoisting a crane ship, so that the time of the ship body is further occupied.
Disclosure of Invention
The present application aims to address at least one of the above-mentioned disadvantages.
The application aims to solve the technical problems of providing at least one tubular pile cutting operation platform which can be arranged on a tubular pile, so that a ship body can not be occupied during cutting operation, and the ship body can execute other tasks, thereby effectively utilizing the ship body.
In order to solve the technical problems, the tubular pile cutting operation platform of the application comprises
The middle part of the workbench is provided with a yielding hole for yielding the tubular pile;
fence fixed around the workbench;
the first lifting ropes are respectively connected with the upper end of the fence, one end, far away from the fence, of each first lifting rope is provided with a lifting part matched with the lifting hook and a first hook for hooking the top end of the pipe pile, and the first hooks on different first lifting ropes are connected through elastic ropes;
the second lifting ropes are respectively connected with the periphery of the workbench, and a second hook is arranged at one end, far away from the workbench, of each second lifting rope.
After adopting above-mentioned structure, have following advantage at least:
when the tubular pile cutting operation is performed, an operator can stand on the workbench to work, so that the operation of the operator is facilitated; on the other hand, as the first hook can be hooked with the top end of the pipe pile, and the second hook can be hooked with the side wall of the pipe pile, the workbench can be kept stable on the pipe pile without a ship body, the ship body can leave to execute other tasks, and therefore the ship body can be effectively used without stopping the ship body all the time in cutting work.
On the basis of adopting the technical scheme, the method preferably has the following technical characteristics:
the length of the second lifting rope is smaller than that of the first lifting rope.
Preferably, the surface of the workbench is provided with a reinforcing rib. The reinforcing ribs can increase the structural strength of the workbench.
Preferably, the workbench is provided with a plurality of propping devices for propping against the surface of the tubular pile so as to prevent the workbench from shaking. Therefore, the workbench is stable, the workbench cannot shake due to walking of a person, the safety of an operator is guaranteed, the stability of the operator in working is guaranteed, and the operator is guaranteed to have a good cutting environment.
Preferably, the abutting device comprises a fixing seat, a threaded hole seat, a screw rod and an abutting seat, wherein the fixing seat is fixed on the workbench, the threaded hole seat is fixed on the fixing seat, the screw rod is in threaded connection with the threaded hole seat, the abutting seat is movably connected with the end part of the screw rod, an abutting block is arranged on the abutting seat, the abutting block abuts against the surface of the pipe pile, and a handle is arranged at one end of the screw rod far away from the pipe pile. Therefore, the screw rod can be rotated after the handle is rotated, and the screw rod moves back and forth under the action of the threaded hole seat to drive the abutting seat to move, so that the abutting block abuts against or loosens with the surface of the tubular pile, and the operation is convenient. The end swing joint of butt seat and screw rod is in order to rotate at the screw rod when rotating, and the butt seat is not followed the rotation, guarantees to support tight piece when supporting tightly and follow the surface laminating of tubular pile.
The number of the abutting devices is 3, and the 3 abutting devices are arranged around the circumference of the yielding hole in a surrounding mode. Of course, the number of the abutting means is not limited to 3, and may be 2 or 4 or 5, or the like.
Preferably, the middle part of the workbench is provided with a yielding port for yielding the bracket on the pipe pile, and the yielding port is communicated with the yielding hole. Therefore, after the cutting work is finished, the work of welding the bracket can be directly finished, and the work efficiency is improved.
The application also discloses a use method of the tubular pile cutting operation platform, which comprises the following steps:
s1, a lifting hook on a crane on a ship body is connected with a lifting part of a tubular pile cutting operation platform, and the tubular pile cutting operation platform is lifted;
s2, manually controlling the tubular pile cutting operation platform through the pull rope to enable the top of the tubular pile to be aligned with the abdication hole, and putting down the tubular pile cutting operation platform from top to bottom by the crane, wherein the top of the tubular pile penetrates through the abdication hole;
s3, first hooks on a plurality of first lifting ropes of the pipe pile cutting operation platform are hooked with the tops of sections of the pipe piles to be cut under the action of tension of the elastic ropes;
s4, an operator ascends to the workbench from the ship body through a ladder stand;
s5, drawing cutting lines at the joint of the reserved section and the section to be cut of the tubular pile, and cutting a plurality of openings in the circumferential direction of the tubular pile at the cutting lines;
s6, respectively hanging a second hook of the tubular pile cutting operation platform on the top of the retaining section through the opening, and adjusting the length of the second lifting rope to enable the second lifting rope to be in a tight state;
s7, a lifting hook on the crane is separated from the lifting part;
s8, separating the first hook from the top of the section of the pipe pile to be cut;
s9, rotating a handle of the abutting device to enable the abutting block to abut against the surface of the retaining section;
s10, cutting a hanging hole in the side wall of the top of the section of the tubular pile to be cut;
s11, enabling the lifting appliance to pass through the lifting hole and tightly binding the lifting appliance with the section to be cut;
s12, performing annular cutting on the tubular pile on the workbench by an operator, wherein a connecting part is reserved between the reserved section and the section to be cut and is not cut, and the reserved section is connected with the section to be cut through the connecting part;
s13, rotating a handle of the abutting device to separate the abutting block from the retaining section;
s14, enabling an operator to leave the workbench to the ship body through a ladder stand;
s15, connecting a lifting hook on a crane with a lifting appliance, lifting the crane, breaking a connecting part under the lifting force of the crane, and separating a reserved section from a section to be cut;
s16, hanging off the section to be cut by the crane;
s17, a lifting hook on the crane is connected with the lifting part, the tubular pile cutting operation platform is lifted, the second hanging hook is separated from the top of the retaining section, and the crane lifts the tubular pile cutting operation platform away from the retaining section.
After the method is adopted, the method has at least the following advantages: when the tubular pile cutting operation is performed, an operator can stand on the workbench to work, so that the operation of the operator is facilitated; on the other hand, as the first hook can be hooked with the top end of the pipe pile, and the second hook can be hooked with the side wall of the pipe pile, the workbench can be kept stable on the pipe pile without a ship body, the ship body can leave to execute other tasks, and therefore the ship body can be effectively used without stopping the ship body all the time in cutting work.
In the steps, the rings are buckled, and the upper step and the lower step are used for realizing how to place the tubular pile cutting operation platform on the tubular pile and cut the tubular pile, so that the tubular pile cutting operation platform has beneficial effects.
Preferably, before step S1, the method may further include the following steps: s0. the length of the first lifting rope is adjusted to meet the requirement that the workbench is positioned at the position of the reserved section after the first hook is hooked on the top of the section to be cut. The distance between the workbench and the top of the retaining section can be 1 meter or 1.2 meters, and the length of the first lifting rope is specifically adjusted according to the comfort of operators, and will not be described in detail here.
Preferably, after step S9 and before step S10, the method may further include the steps of: and welding brackets on the side walls of the reserved sections. Therefore, the work of cutting the section to be cut and welding the bracket can be completed on the tubular pile cutting operation platform at one time, and the working efficiency is improved.
Drawings
Fig. 1 is a schematic view of a pipe pile.
Fig. 2 is a schematic view of a manner of cutting a pipe pile on a hull.
Fig. 3 is a schematic view of the pipe pile cutting operation platform of the present application mounted on a pipe pile.
Fig. 4 is a schematic front view of the pipe pile cutting operation platform of the present application.
Fig. 5 is a schematic cross-sectional view of the abutment means in the tubular pile cutting operation platform of the present application.
Fig. 6 is an enlarged schematic view at a in fig. 5.
Fig. 7 is a schematic top view of the pipe pile cutting operation platform of the present application.
Fig. 8 is a schematic view of a first hook in the pipe pile cutting operation platform of the present application.
Fig. 9 is a schematic view of another mode of the first hook in the pipe pile cutting operation platform of the present application.
FIG. 10 is a schematic view of a pipe pile cutting operation platform according to the present application ready for installation on a pipe pile
Fig. 11 is a schematic view of the first hook of the pipe pile cutting operation platform of the present application hooked with the top of the section to be cut.
Fig. 12 is a schematic view of the second hook of the pipe pile cutting operation platform of the present application hooked with the top of the retaining section.
Fig. 13 is a schematic view of a connection reserved between a reserved section and a section to be cut.
Wherein:
1. a work table; 2. a tubular pile; 2.1, reserving a section; 2.2, cutting off the segment; 3. a relief hole; 4. a fence; 5. a first sling; 6. a lifting hook; 7. a hoisting part; 8. a first hook; 9. an elastic rope; 10. a second sling; 11. a second hook; 12. reinforcing ribs; 13. a fixing seat; 14. a threaded hole seat; 15. a screw; 16. a butt joint seat; 17. a tightening block; 18. a handle; 19. a bracket; 20. a yielding port; 21. a pull rope; 22. a basket bolt; 23. inserting a connecting rod; 24. a plug hole; 25. a hanging hole; 26. a lifting appliance; 27. an opening; 28. and a connecting part.
Detailed Description
The inventive concepts of the present disclosure will be described below using terms commonly used by those skilled in the art to convey the substance of their work to others skilled in the art. These inventive concepts may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. These embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of their inclusion to those skilled in the art. It should also be noted that these embodiments are not mutually exclusive. A component, step or element from one embodiment may be conceived that may be present or utilized in another embodiment. The particular embodiments shown and described may be replaced with a wide variety of alternative and/or equivalent implementations without departing from the scope of the embodiments of the present disclosure. This disclosure is intended to cover any adaptations or variations of the embodiments discussed herein. It will be apparent to those skilled in the art that alternative embodiments may be practiced using only some of the described aspects. Specific numbers, materials, and configurations are described herein in the embodiments for purposes of illustration, however, alternative embodiments may be practiced by one skilled in the art without these specific details. In other instances, well-known features may be omitted or simplified in order not to obscure the illustrative embodiments.
Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present application, it should be noted that, unless explicitly stated and limited otherwise, the terms "provided with," "mounted to," "connected to," and "connected to" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The fixing can be welding or through screw connection or clamping or interference fit, etc. The specific meaning of the above terms in the present application will be understood in specific cases by those of ordinary skill in the art.
In one embodiment, as shown in FIGS. 3-13, a tubular pile cutting operation platform comprises
The pipe pile positioning device comprises a workbench 1, wherein a yielding hole 3 for yielding the pipe pile 2 is formed in the middle of the workbench 1;
the rail 4 is fixed around the workbench 1;
the first lifting ropes 5 with adjustable lengths are respectively connected with the upper ends of the fences 4, one end, far away from the fences 4, of each first lifting rope 5 is provided with a lifting part 7 used for being matched with a lifting hook 6 and a first hook 8 used for hooking the top end of the pipe pile 2, and the first hooks 8 on different first lifting ropes 5 are connected through elastic ropes 9;
the second lifting ropes 10 with adjustable lengths are respectively connected with the periphery of the workbench 1, and a second hook 11 is arranged at one end, far away from the workbench 1, of each second lifting rope 10.
When the pipe pile cutting operation is performed, an operator can stand on the workbench 1 to work, so that the operation of the operator is facilitated; on the other hand, as the first hooks 8 can be hooked with the top end of the pipe pile 2, the second hooks 11 can be hooked with the side wall of the pipe pile 2, so that the workbench 1 can be kept stable on the pipe pile without a ship body, the ship body can leave to execute other tasks, and therefore, the ship body can be effectively used without the ship body staying all the time in cutting work.
On the basis of adopting the technical scheme, the method preferably has the following technical characteristics:
the length of the second lifting rope 10 is smaller than the length of the first lifting rope 5.
The surface of the workbench 1 is provided with a reinforcing rib 12. The reinforcing rib 12 may be specifically that an i-steel, a channel steel, or an angle steel is welded on the upper surface or the lower surface of the workbench 1. The reinforcing ribs 12 can increase the structural strength of the table 1. The fence 4 can be made of I-steel, channel steel or angle steel.
As shown in fig. 5, the working table 1 is provided with a plurality of abutting devices for abutting against the surface of the pipe pile 2 to prevent the working table 1 from shaking. Thus, the workbench 1 can be stabilized, the workbench cannot shake due to walking of a person, the safety of operators is guaranteed, the stability of the operators in working is guaranteed, and the operators are guaranteed to have a good cutting environment.
The abutting device comprises a fixing seat 13, a threaded hole seat 14, a screw rod 15 and an abutting seat 16, wherein the fixing seat 13 is fixed on the workbench 1, the threaded hole seat 14 is fixed on the fixing seat 13, the screw rod 15 is in threaded connection with the threaded hole seat 14, the abutting seat 16 is movably connected with the end part of the screw rod 15, an abutting block 17 is arranged on the abutting seat 16, the abutting block 17 abuts against the surface of the pipe pile 2, and a handle 18 is arranged at one end, far away from the pipe pile 2, of the screw rod 15. Thus, the screw rod 15 can be rotated after the handle 18 is rotated, and under the action of the threaded hole seat 14, the screw rod 15 moves back and forth to drive the abutting seat 16 to move, so that the abutting block 17 abuts against or loosens with the surface of the tubular pile 2, and the operation is convenient. The movable connection between the abutting seat 16 and the end of the screw 15 is to ensure that the abutting seat 16 does not rotate along with the screw 15 when the screw rotates, and the abutting block 17 is attached to the surface along the pipe pile 2 when abutting.
The number of the abutting devices is 3, and the 3 abutting devices are annularly arranged at the periphery of the yielding hole 3. Of course, the number of the abutting means is not limited to 3, and may be 2 or 4 or 5, or the like.
As shown in fig. 7, the middle part of the workbench 1 is provided with a yielding port 20 for yielding the bracket 19 on the pipe pile 2, and the yielding port 20 is communicated with the yielding hole 3. Thus, after the cutting work is completed, the work of welding the bracket 19 can be directly completed, and the work efficiency is improved.
When the relief hole 3 is circular, the relief port 20 is a notch arranged on the edge of the relief hole 3; when the relief hole 3 is square, a larger space at the diagonal of the square relief hole 3 forms the relief port 20.
A plurality of pull ropes 21 are fixed on the workbench 1, and the pull ropes 21 are used for manually pulling the pull ropes 21 to adjust the angle when the pipe pile cutting operation platform is dismounted, so that the bracket 19 is aligned with the abdication opening 20, and the pipe pile cutting operation platform is convenient to dismount.
The first and second suspension ropes 5 and 10 are connected with the basket bolts 22, so that the length adjustment can be realized, and the basket bolts 22 are of the prior art, so that the specific structure thereof is not described herein. Or the ends of the first and second suspension ropes 5 and 10 are fixed by means of wire rope buckles, so that the length adjustment can be also realized, and the wire rope buckles are the prior art, so that the specific structure thereof is not described herein.
The material of the abutment block 17 may be a rubber material with a high friction.
The movable connection between the abutment 16 and the end of the screw 15 may specifically be: the abutting seat 16 is connected with the screw 15 through a universal joint; alternatively, as shown in fig. 6, the abutment 16 is provided with a plugging rod 23, the screw 15 is provided with a plugging hole 24 therein, and the plugging rod 23 is plugged with the plugging hole 24.
In the application, the fence 4 around the workbench 1 is quadrilateral, the number of the first lifting ropes 5 and the second lifting ropes 10 is 4, and the first lifting ropes and the second lifting ropes are correspondingly connected to the corners of the workbench 1 or the fence 4 at the corners.
The first hooks 8 on different first lifting ropes 5 are connected by means of elastic ropes 9, in particular the first hooks 8 in diagonal positions are connected to each other by means of elastic ropes 9. As shown in fig. 8, the elastic rope 9 may be a rope with elasticity, or as shown in fig. 9, a node is provided in the middle of the elastic rope 9, and a connection end extends to the first hook 8 through the node.
In the application, the pipe pile 2 is needed to be cut, so the pipe pile 2 can be divided into the reserved section 2.1 and the section 2.2 to be cut, the joint of the reserved section 2.1 and the section 2.2 to be cut is a cutting point, and a worker can draw a cutting line at the cutting point. The remaining section 2.1 is located at the lower end of the section 2.2 to be cut out, so in the present application, the top end of the pipe pile 2 is defined as the same as the top end of the section 2.2 to be cut out.
The tubular pile cutting operation platform can be applied to cut vertical tubular piles and also can be used for cutting tubular piles with certain inclination.
The application also discloses a use method of the tubular pile cutting operation platform, which comprises the following steps:
s1, a lifting hook 6 on a crane on a ship body is connected with a lifting part 7 of a tubular pile cutting operation platform, and the tubular pile cutting operation platform is lifted;
s2, as shown in FIG. 10, the top of the pipe pile 2 is aligned with the abdication hole 3 by manually controlling the pipe pile cutting operation platform through the pull rope 21, and the pipe pile cutting operation platform is put down from top to bottom by the crane, and the top of the pipe pile 2 passes through the abdication hole 3;
s3, as shown in FIG. 11, first hooks 8 on a plurality of first lifting ropes 5 of the pipe pile cutting operation platform are hooked with the top of the section 2.2 to be cut of the pipe pile 2 under the action of the tension of the elastic ropes 9; therefore, the tubular pile cutting operation platform can be hung on the tubular pile 2 under the action of the first hook 8, a crane is not needed any more, and the tubular pile cutting operation platform can leave for executing other tasks for laying for the subsequent ship body. If the elastic rope 9 is not arranged, when the tubular pile cutting operation platform is put down from top to bottom, the first hook 8 is easy to incline and is not easy to hook the top end of the tubular pile 2 when put down.
S4, an operator ascends the workbench 1 from the ship body through a ladder stand; the ladder stand can be placed on the hull.
S5, drawing cutting lines at the joint of the reserved section 2.1 and the section 2.2 to be cut of the tubular pile 2, and cutting a plurality of openings 27 at the tubular pile 2 and located at the cutting lines along the circumferential direction; specifically, the number of openings 27 may be 2, 3, 4, etc.
S6, as shown in FIG. 12, a second hook 11 of the tubular pile cutting operation platform is respectively hung on the top of the retaining section 2.1 through an opening 27, and the length of the second lifting rope 10 is adjusted to enable the second lifting rope 10 to be in a tight state; in this way, in order to switch the weight of the pipe pile cutting operating platform to the second lifting rope 10 for support, the first lifting rope 5 is hooked with the top of the section 2.2 to be cut, and the section 2.2 to be cut is finally removed, so that the weight of the pipe pile cutting operating platform cannot be always supported by the first lifting rope 5, and is also ready for the later removal of the section 2.2 to be cut.
S7, the lifting hook 6 on the crane is separated from the lifting part 7; specifically, the lifting hook 6 of the crane continuously descends and is separated from the lifting part 7 under the action of gravity of the lifting hook 6, or the lifting hook 6 and the lifting part 7 can be separated manually on the ship body with the assistance of a rod. Since the hook 6 on the crane is disengaged from the lifting part 7 and the operator has stepped on the table 1, the hull can be moved away and other tasks can be performed, whereby the hull can be used effectively without having to stay all the way during the cutting operation.
S8, as shown in FIG. 12, the first hook 8 is separated from the top of the section 2.2 of the pipe pile 2 to be cut; specifically, the length of the first lifting rope 5 is adjusted first, so that the first lifting rope 5 is in a loose state, and then the first hook 8 can be separated from the top of the section 2.2 of the pipe pile 2 to be cut. If the height of the section 2.2 to be cut is not high, the first hook 8 can be directly separated manually, and if the height of the section 2.2 to be cut is high, a rod can be used for assisting the first hook 8 to separate.
S9, rotating a handle 18 of the abutting device to enable the abutting block 17 to abut against the surface of the retaining section 2.1; thus, the workbench 1 can be stabilized, the workbench cannot shake due to walking of a person, the safety of operators is guaranteed, the stability of the operators in working is guaranteed, and the operators are guaranteed to have a good cutting environment.
S10, cutting a hanging hole 25 in the side wall of the top of the section 2.2 to be cut of the pipe pile 2;
s11, enabling the lifting appliance 26 to pass through the lifting hole 25 and tightly binding the lifting appliance 26 with the section 2.2 to be cut; this step is in preparation for the later removal of the desired cut-out section 2.2. The lifting appliance 26 may be in particular a lifting rope, which is common in engineering and the specific construction thereof will not be described in detail.
S12, as shown in FIG. 13, an operator performs annular cutting on the tubular pile on the workbench 1, a connecting part 28 is reserved between the reserved section 2.1 and the section 2.2 to be cut and is not cut, and the reserved section 2.1 is connected with the section 2.2 to be cut through the connecting part 28; in this way, the connection 28 serves to temporarily connect the remaining section 2.1 with the section 2.2 to be cut, avoiding the section 2.2 to be cut from tipping.
S13, rotating a handle 18 of the abutting device to separate the abutting block 17 from the retaining section 2.1;
s14, enabling an operator to leave the workbench 1 to the ship body through a ladder stand; by this step, the hull needs to be returned to the pipe pile to be cut.
S15, connecting a lifting hook 6 on a crane with a lifting appliance 26, lifting the crane, breaking a connecting part under the lifting force of the crane, and separating a reserved section 2.1 from a section 2.2 to be cut; in particular, a person standing on the hull may use a pole or other tool to assist the hook 6 in connection with the spreader 26.
S16, hanging the section 2.2 to be cut off by the crane;
s17, a lifting hook 6 on the crane is connected with the lifting part 7, the tubular pile cutting operation platform is lifted, the second hook 11 is separated from the top of the reserved section 2.1, and the crane lifts the tubular pile cutting operation platform away from the reserved section 2.1.
When the pipe pile cutting operation is performed, an operator can stand on the workbench 1 to work, so that the operation of the operator is facilitated; on the other hand, as the first hooks 8 can be hooked with the top end of the pipe pile 2, the second hooks 11 can be hooked with the side wall of the pipe pile 2, so that the workbench 1 can be kept stable on the pipe pile without a ship body, the ship body can leave to execute other tasks, and therefore, the ship body can be effectively used without the ship body staying all the time in cutting work.
In the steps, the rings are buckled, and the upper step and the lower step are used for realizing how to place the tubular pile cutting operation platform on the tubular pile and cut the tubular pile, so that the tubular pile cutting operation platform has beneficial effects.
Preferably, before step S1, the method may further include the following steps: s0. the length of the first lifting rope 5 is adjusted to meet the requirement that the first hook 8 is hooked on the top of the section 2.2 to be cut off and the workbench 1 is positioned at the position of the reserved section 2.1. In particular below the position of the bracket 19 to be welded. The distance between the workbench 1 and the top of the retaining section 2.1 can be 1 meter or 1.2 meters, etc., and the length of the first lifting rope 5 is specifically adjusted according to the comfort of operators, which is not described in detail herein.
Preferably, after step S9 and before step S10, the method may further include the steps of: brackets 19 are welded to the side walls of the retaining section 2.1. Specifically, the designated position of the scheme design on the side wall of the reserved section 2.1 can be used for completing the work of cutting the section 2.2 and the welding bracket 19 on the tubular pile cutting operation platform at one time, so that the working efficiency is improved.
Of the above methods, a specific method of cutting may be gas cutting, such as an oxygen acetylene cutter, which is a prior art and will not be described in detail herein. As to how the relevant devices for gas cutting or welding are handled to the pipe pile cutting operation platform, it will be appreciated by those skilled in the art that they may be placed directly on top of the pipe pile cutting operation platform, for example, before it is lifted.
The foregoing is merely illustrative of the preferred embodiments of the present application and is not intended to limit the scope of the claims, and other corresponding modifications, which would be apparent to those skilled in the art using the technical solutions and concepts of the present application, are intended to fall within the scope of the claims.
Claims (9)
1. Tubular pile cutting operation platform, its characterized in that includes
The device comprises a workbench (1), wherein a yielding hole (3) for yielding the tubular pile (2) is formed in the middle of the workbench (1);
the rail (4) is fixed around the workbench (1);
the device comprises a plurality of first lifting ropes (5) with adjustable lengths, wherein the first lifting ropes (5) are respectively connected with the upper end of a fence (4), one end, far away from the fence (4), of each first lifting rope (5) is provided with a lifting part (7) matched with a lifting hook (6) and a first hook (8) used for hooking the top end of a pipe pile (2), and the first hooks (8) on different first lifting ropes (5) are connected through elastic ropes (9);
a plurality of second lifting ropes (10) with adjustable length, wherein the second lifting ropes (10) are respectively connected with the periphery of the workbench (1), and a second hook (11) is arranged at one end, far away from the workbench (1), of each second lifting rope (10);
the middle part of workstation (1) has the mouth (20) of stepping down of bracket (19) on tubular pile (2), and mouth (20) and hole (3) intercommunication of stepping down, be fixed with many stay cords (21) on workstation (1), stay cord (21) are used for when unloading tubular pile cutting operation platform, and manual pulling stay cord (21) angle of adjustment to make bracket (21) aim at mouth (20) of stepping down, make things convenient for tubular pile cutting operation platform to lift down.
2. A pipe pile cutting operating platform according to claim 1, characterised in that the length of the second lifting rope (10) is less than the length of the first lifting rope (5).
3. A tubular pile cutting operation platform according to claim 2, characterized in that the surface of the table (1) is provided with stiffening ribs (12).
4. A pipe pile cutting operation platform according to claim 3, characterized in that the work table (1) is provided with a plurality of abutting means for abutting against the surface of the pipe pile (2) to prevent the work table (1) from shaking.
5. The pipe pile cutting operation platform according to claim 4, wherein the abutting device comprises a fixing seat (13), a threaded hole seat (14), a screw rod (15) and an abutting seat (16), the fixing seat (13) is fixed on the workbench (1), the threaded hole seat (14) is fixed on the fixing seat (13), the screw rod (15) is in threaded connection with the threaded hole seat (14), the abutting seat (16) is movably connected with the end part of the screw rod (15), an abutting block (17) is arranged on the abutting seat (16), the abutting block (17) abuts against the surface of the pipe pile (2), and a handle (18) is arranged at one end, far away from the pipe pile (2), of the screw rod (15).
6. The pipe pile cutting operation platform according to claim 5, wherein the number of the abutting devices is 3, and the 3 abutting devices are annularly arranged at the periphery of the yielding hole (3).
7. A method for using the tubular pile cutting operation platform, which is characterized by being applied to the tubular pile cutting operation platform as claimed in claim 6, and comprising the following steps:
s1, a lifting hook (6) on a crane on a ship body is connected with a lifting part (7) of a tubular pile cutting operation platform, and the tubular pile cutting operation platform is lifted;
s2, manually controlling a tubular pile cutting operation platform through a pull rope (21) to enable the top of the tubular pile (2) to be aligned with the abdication hole (3), and putting down the tubular pile cutting operation platform from top to bottom by a crane, wherein the top of the tubular pile (2) penetrates through the abdication hole (3);
s3, first hooks (8) on a plurality of first lifting ropes (5) of the tubular pile cutting operation platform are hooked with the tops of sections (2.2) of the tubular pile (2) to be cut under the action of tension of elastic ropes (9);
s4, an operator ascends the workbench (1) from the ship body through a ladder stand;
s5, drawing cutting lines at the joint of the reserved section (2.1) and the section (2.2) to be cut off of the tubular pile (2), and cutting a plurality of openings (27) in the circumferential direction of the tubular pile (2) at the cutting lines;
s6, respectively hanging a second hook (11) of the tubular pile cutting operation platform on the top of the retaining section (2.1) through the opening (27), and adjusting the length of the second lifting rope (10) to enable the second lifting rope (10) to be in a tight state;
s7, a lifting hook (6) on the crane is separated from the lifting part (7);
s8, separating the first hook (8) from the top of the section (2.2) of the tubular pile (2) to be cut;
s9, rotating a handle (18) of the abutting device to enable the abutting block (17) to abut against the surface of the retaining section (2.1);
s10, cutting a hanging hole (25) on the side wall of the top of the section (2.2) of the tubular pile (2) to be cut;
s11, enabling a lifting appliance (26) to pass through the lifting hole (25) and binding the lifting appliance (26) with the section (2.2) to be cut;
s12, performing annular cutting on the tubular pile on the workbench (1) by an operator, reserving a connecting part (28) between the reserved section (2.1) and the section (2.2) to be cut, and connecting the reserved section (2.1) and the section (2.2) to be cut through the connecting part (28);
s13, rotating a handle (18) of the abutting device to separate the abutting block (17) from the retaining section (2.1);
s14, enabling an operator to leave the workbench (1) to the ship body through a ladder stand;
s15, connecting a lifting hook (6) on a crane with a lifting appliance (26), lifting the crane, breaking a connecting part under the lifting force of the crane, and separating a reserved section (2.1) from a section (2.2) to be cut;
s16, hanging the section (2.2) to be cut off by the crane;
s17, a lifting hook (6) on the crane is connected with a lifting part (7) to lift the tubular pile cutting operation platform, a second hook (11) is separated from the top of the retaining section (2.1), and the crane lifts the tubular pile cutting operation platform away from the retaining section (2.1).
8. The method of using a tubular pile cutting operation platform according to claim 7, further comprising, prior to step S1, the steps of: s0. the length of the first lifting rope (5) is adjusted so as to meet the requirement that the first hook (8) is hooked on the top of the section (2.2) to be cut, and the workbench (1) is positioned at the position of the reserved section (2.1).
9. The method of using a tubular pile cutting operation platform according to claim 8, further comprising the steps of, after step S9 and before step S10: and welding brackets (19) on the side wall of the retaining section (2.1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811145238.8A CN109292047B (en) | 2018-09-29 | 2018-09-29 | Tubular pile cutting operation platform and use method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811145238.8A CN109292047B (en) | 2018-09-29 | 2018-09-29 | Tubular pile cutting operation platform and use method thereof |
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| CN109292047B true CN109292047B (en) | 2023-11-14 |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2481523A1 (en) * | 2011-01-31 | 2012-08-01 | GeoSea NV | Device and method for cutting an object under water |
| US8833358B1 (en) * | 2012-05-16 | 2014-09-16 | John J. Robinson, III | Concrete saw system |
| CN104452715A (en) * | 2013-09-23 | 2015-03-25 | 中石化胜利油建工程有限公司 | Special operation platform suitable for single pile offshore construction |
| CN105586970A (en) * | 2016-01-14 | 2016-05-18 | 中铁大桥局集团有限公司 | Positioning pile-driving guide frame and construction method thereof |
| CN105672233A (en) * | 2016-04-15 | 2016-06-15 | 广东华尔辰海上风电工程有限责任公司 | Temporary pile suspended structure based on offshore independent pile driving platform and matched temporary pile |
| CN105862698A (en) * | 2016-05-31 | 2016-08-17 | 浙江省送变电工程公司 | Steel pipe pile welding and construction platform for power transmission line foundation in river |
| CN205653772U (en) * | 2016-03-31 | 2016-10-19 | 周俊麟 | Small -size platform is from lift -type spud leg |
| CN209159947U (en) * | 2018-09-29 | 2019-07-26 | 中国铁建港航局集团有限公司 | A kind of tubular pole cutting operation platform |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7121310B2 (en) * | 2003-05-02 | 2006-10-17 | Clark Wilbur L | Underwater pile cutting apparatus and method of use |
| US10246845B2 (en) * | 2015-03-11 | 2019-04-02 | 4D Tech Solutions, Inc. | Pile repair apparatus |
-
2018
- 2018-09-29 CN CN201811145238.8A patent/CN109292047B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2481523A1 (en) * | 2011-01-31 | 2012-08-01 | GeoSea NV | Device and method for cutting an object under water |
| US8833358B1 (en) * | 2012-05-16 | 2014-09-16 | John J. Robinson, III | Concrete saw system |
| CN104452715A (en) * | 2013-09-23 | 2015-03-25 | 中石化胜利油建工程有限公司 | Special operation platform suitable for single pile offshore construction |
| CN105586970A (en) * | 2016-01-14 | 2016-05-18 | 中铁大桥局集团有限公司 | Positioning pile-driving guide frame and construction method thereof |
| CN205653772U (en) * | 2016-03-31 | 2016-10-19 | 周俊麟 | Small -size platform is from lift -type spud leg |
| CN105672233A (en) * | 2016-04-15 | 2016-06-15 | 广东华尔辰海上风电工程有限责任公司 | Temporary pile suspended structure based on offshore independent pile driving platform and matched temporary pile |
| CN105862698A (en) * | 2016-05-31 | 2016-08-17 | 浙江省送变电工程公司 | Steel pipe pile welding and construction platform for power transmission line foundation in river |
| CN209159947U (en) * | 2018-09-29 | 2019-07-26 | 中国铁建港航局集团有限公司 | A kind of tubular pole cutting operation platform |
Non-Patent Citations (1)
| Title |
|---|
| 高处作业吊篮安全载荷控制;孙文迁;《建筑机械》;全文 * |
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