KR20100086817A - Movement method of high load goods - Google Patents

Movement method of high load goods Download PDF

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Publication number
KR20100086817A
KR20100086817A KR1020090006249A KR20090006249A KR20100086817A KR 20100086817 A KR20100086817 A KR 20100086817A KR 1020090006249 A KR1020090006249 A KR 1020090006249A KR 20090006249 A KR20090006249 A KR 20090006249A KR 20100086817 A KR20100086817 A KR 20100086817A
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KR
South Korea
Prior art keywords
moving
skidway
support device
load structure
land
Prior art date
Application number
KR1020090006249A
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Korean (ko)
Inventor
유영현
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유영현
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Application filed by 유영현 filed Critical 유영현
Priority to KR1020090006249A priority Critical patent/KR20100086817A/en
Publication of KR20100086817A publication Critical patent/KR20100086817A/en

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C3/00—Launching or hauling-out by landborne slipways; Slipways
    • B63C3/02—Launching or hauling-out by landborne slipways; Slipways by longitudinal movement of vessel
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C3/00—Launching or hauling-out by landborne slipways; Slipways
    • B63C3/04—Launching or hauling-out by landborne slipways; Slipways by sideways movement of vessel
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C3/00—Launching or hauling-out by landborne slipways; Slipways
    • B63C3/08—Tracks on slipways
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C3/00—Launching or hauling-out by landborne slipways; Slipways
    • B63C3/12—Launching or hauling-out by landborne slipways; Slipways using cradles

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: A method for transferring a heavy load structure is provided to transfer a heavy load structure to a land from water without a floating crane. CONSTITUTION: A skid way is established in a land part in a longitudinal direction or a traverse direction. A transport unit, integrated with a supporting unit, is installed by using the wheel of the transport unit on the top of skidway. The skidway is established on the lifting point of half-submarine barge or floating dock a longitudinal direction or a traverse direction. A movement supporting device is established outside the skidway. The half-submarine barge or the floating dock is submerged in water. The half-submarine barge or the floating dock is floated. The half-submarine barge or the floating dock moves to the inner wall to be connected with one other. The height of the skidway installed on the land part is made to be same as the half-submarine barge or the floating dock and skidway.

Description

Movement method of high load structure from sea to land {movement method of high load goods}

The present invention relates to a method of moving from the sea to the land of a heavy load structure that can easily move from the sea to a heavy load structure of ships, concrete caisson, bridges, buildings, machinery that is super-heavy;

In particular, in the moving construction method of a heavy load structure that does not require the installation of a marine crane, as well as the movement of the heavy load structure within the weight range of the conventional marine crane,

The heavy load structure exceeding the weight range of the offshore crane can also be easily moved to the land, the movement of the high load structure from the sea to the land is easy to improve the workability significantly;

The invention is directed to a method of moving from the sea to the land of a high load structure, the construction of which does not require the offshore crane device and the installation area is further improved, and greatly reduces the airlift and moving costs.

The method of moving from the sea to the land of the super-heavy load heavy structure of the prior art;

Floating cranes are used to move super-heavy heavy structures from sea to land, but only heavy load structures within the weight range that the offshore crane can lift can move, exceeding the weight range of offshore cranes. Heavy load structures were not transportable by offshore cranes;

The movement of the heavy load structure within the weight range of the offshore crane is also excessively expensive due to the installation cost and installation area of the offshore crane, causing a problem in that the number of drop-offs, workability and cost are increased;

In particular, the installation work of the marine crane to move the heavy load structure, the workability of the heavy load structure is significantly reduced, the boom length of the offshore crane is limited the movement distance of the structure is difficult to move the heavy load structure Problems are occurring.

Therefore, there is an urgent need to develop a high-load structure moving method having a structure in which a marine vessel or a high-load structure is easily loaded (load-in) from the sea to the land.

To provide a method of moving from sea to land of a high load structure of the present invention;

In particular, in the moving construction method of a heavy load structure that does not require the installation of a marine crane, as well as the movement of the heavy load structure within the weight range of the conventional marine crane,

The heavy load structure exceeding the weight range of the offshore crane can also be easily moved to the land, the movement of the high load structure from the sea to the land is easy to improve the workability significantly;

It is an object of the present invention to provide a method of moving from a sea to a land of a high load structure, which is not required to install the marine crane device and the installation area, further improves workability, and greatly reduces the airlift and moving costs. The technical problem to be accomplished by the present invention.

To solve the above problems by providing a method of moving from the sea to the land of the high-load structure of the present invention configuration.

By providing a method of moving from the sea to the land of the high-loaded structure of the present invention,

Solving the problems of the prior art;

In particular, in the moving construction method of a heavy load structure that does not require the installation of a marine crane, as well as the movement of the heavy load structure within the weight range of the conventional marine crane,

The effect of the heavy load structure exceeding the weight range of the offshore crane is also easily moved to the land;

 It is easy to move from the sea to the land of heavy load structure, and workability is remarkably improved;

No work area and the installation area of the offshore crane device are further improved;

Drastically reduce transport and transport costs;

It is possible to change the direction of movement, so that the movement of the heavy load structure is more easy, thereby minimizing the installation area of the construction site;

The workability is further improved, and the production cycle of the structure is greatly shortened, thereby maximizing productivity and greatly reducing the man-hour and cost.

The present invention is a moving method of the technology that the high-load structure of the marine vessel or concrete caisson, bridges, buildings, machinery is easily loaded (load-in) from the sea to the land,

Float-on a ship or heavy load structure in a semi-dive pants or floating dock, and then load-in the ground using a mobile device and a mobile support device with integrated support. The present invention relates to a method of moving from a sea to a land of a heavy load structure.

Hereinafter, a method of moving from the sea to the land of the high-loaded structure of the present invention will be described in detail with reference to the accompanying drawings.

1 to 9 is a schematic diagram showing a step-by-step method of moving the heavy load structure of the present invention on land,

Figure 10 is a schematic diagram showing a step-by-step method of turning on the land of the high load structure of the present invention,

11 and 12 are perspective views showing the transfer device and the transfer device, the support device is integrally mounted,

13 is a perspective view showing a state in which a moving device is inserted into the moving support device of the present invention and the moving support device;

14 is a perspective view showing a mobile use state of the high-load structure of the present invention.

As shown in Figures 1 to 9, the method of moving from the sea to the land of the heavy load structure of the present invention, the heavy load structure is moved from the sea to the land by the movement method of the following steps S1 to S9. .

S1 step; Installation of longitudinal or transverse skidway on land segment

As shown in Fig. 1, a skidway in the longitudinal or transverse direction is provided in the land section.

S2 step; Land skidway installation step of mobile device with integrated support device

As shown in Figure 2, using a wheel of the mobile device on the top of the skidway of the longitudinal or transverse arrangement of the mobile device integrally mounted with a support device for the load support and movement of the high-load structure Install it.

S3 step; Installation of the skidway and the mobile support device at the lifting point of the heavy load structure to be moved to the land

As shown in FIG. 3, a skidway in a longitudinal or transverse arrangement is installed at a lifting point of a semi submersible bar or floating dock, and a mobile support device is mounted outside the skidway. To install.

S4 step; Half dive pants or floating dock diving stage

As shown in FIG. 4, the semi-dive pants or the floating dock are submerged by performing a ballasting operation to launch water in the half-dive pants or the floating dock in which the moving support device of step S3 is installed.

S5 step; Lamination movement and injury phases on top of the moving support device of submerged semi-diving pants or floating dock of heavy load structure

As shown in FIG. 5, after the high load structure to be moved to the land is laminated and moved to the upper portion of the mobile support device installed in the submerged semi-dive pants or floating dock of step S4,

De-barasting (Deballasting) to discharge the water of the structure is stacked half diving pants or floating dock to the outside to float (on) the half diving pants or floating dock.

S6 step; Steps for berthing movement of semi-dive pants or floating docks stacked with heavy loads

As shown in Figure 6, the heavy load structure of the step S5 is a semi-dive pants or floating dock stacked on the mobile support device to move to the inner wall to berth on the inner wall.

S7 step; Leveling of skidways in semi-dive pants or floating docks stacked with heavy loads and on-shore skidways

As shown in Figure 7, the skidway of the step S1 installed in the land section by performing a debalancing operation to discharge the loaded water of the semi-dive pants or floating dock docked on the quay wall of the step S6 to the outside; To match the height of the skidway installed in the semi-dive pants or floating dock (Elevation), to keep horizontal.

S8 step; Input of moving support device of moving device and moving to skidway

As shown in FIG. 8, the moving device having the support device installed on the land skidway of the step S2 integrally mounted is inserted into the insertion part of the moving support device installed on the half diving pants or the floating dock. It is moved to the skidway of the semi-dive pants or floating dock installed at the bottom of the insert.

S9 step; Ground movement phase of heavy load structure

As shown in Figure 9, the hydraulic cylinder of the support device integrally mounted to the mobile device of the step S8 is moved forward, the mobile support device in which the mobile device and the high load structure is stacked at the same time from the bottom surface of the skidway In the lifted state, the support device is driven by a skidway installed in a semi-dive pants or a floating dock by a push-pull (push-pull) device that pushes or pulls the mobile device. Is moved to.

In addition, as shown in FIG. 10;

When the heavy load structure moved to the land in the step S1 to S9 during the land movement, if the direction change is necessary in either the transverse direction or the longitudinal direction other than the moving direction of the S9, S10 to S12 as follows With the added movement method, the movement direction on land of the heavy load structure is converted.

Step S10: Ground seating step of the mobile support device laminated with the high load structure

When the moving support device 1000 in which the heavy load structure moved to the land in either the transverse direction or the longitudinal direction is stacked in the step S9 reaches the direction change point,

By moving the hydraulic cylinder 211 of the support device 200 integrally mounted on the lower part of the moving device 100, the moving support device 1000 in which the high load structure is stacked is seated on the ground.

Step S11: Withdrawal and reinstallation of the mover

The skidway is inserted into the inserting portion 1040 of the movement supporting apparatus 1000 of step S8.

Wheel of the mobile device 100 to the mobile device 200 is integrated with the support device 100 installed in the 400

After the withdrawal of the moving device 100 installed on the skidway to the outside using the 80, the withdrawal of the moving device 100 is inserted into the moving device 100 of step S8

Inserted into the insert in the opposite direction to the 1040 and the wheel 80 of the moving device 100 is installed on the longitudinal or transverse skidway 400 installed at the lower portion of the insert in the opposite direction to be installed again. .

Step S12: shifting direction in the other direction of the heavy load structure

By repeating the step S9, the movement support device 1000 is stacked is moved to the other direction is stacked the heavy load structure moved in either the transverse direction or the longitudinal direction of the step S9.

In addition, the method of moving to the land on the sea of the high-load structure of the step S1 to S12 of the configuration of the present invention is developed in the reverse movement method that is sequentially developed from step S12 to step S1,

The heavy load structure may be configured as a method of moving a heavy load structure that is moved from the land to the sea.

Hereinafter, the apparatus used for the method of moving from the sea to the land of the high load structure of the present invention will be referred to.

As shown in Figure 11 and 12, the moving device 100 is integrally mounted with the support device 200 is;

The hydraulic cylinder 211 of the support device 200, which is integrally mounted to the lift adapters 50 of the plurality of mobile devices 100, respectively, supports the load of the mobile device 100 and the high load structure, and the hydraulic cylinder As 211 moves forward to the top,

The wheel 213 of the support device 200 is moved from the inner rail portion 420 of the skidway 400 in a state in which the moving device 100 having the configuration is lifted upward from the bottom surface of the skidway 400. By the technology that moves forward and backward by being driven,

Mounted on the lift adapter 50 of the mobile device 100 by pushing or pulling the main body 10 of the mobile device 100 with the transfer device 300 coupled to the transfer device coupling portion 30 of the mobile device. The support device 200 has a frictional force is minimized at the top of the skidway 400 so that the wheel 213 of the support device is driven on the inner side of the rail portion 420 of the skidway to be moved forward and backward. There is,

The mobile device is composed of a plurality of mobile devices having a plurality of mobile devices connected to the mobile device connecting portion 40 provided on one side of the mobile device 100, the movement provided on the other side of the mobile device 100 By connecting the hydraulic pressure supply device 500 to the device connection portion 40, it may be composed of a technical configuration that the hydraulic pressure is supplied to the hydraulic cylinder (211, 320) of the support device 200 and the transfer device 300.

The hydraulic pressure supply device 500 includes a main body 510 to which hydraulic pressure is supplied and a moving device coupling part 520 connected to the moving device connecting part 40 of the moving device 100 on one side of the main body. And, the lower portion of the main body 510 is provided with a plurality of wheels 530 to be driven from the top of the skidway 400,

The main body 510 is configured to supply hydraulic pressure to the support cylinders 200 and the hydraulic cylinders 211 and 320 of the transfer apparatus 300.

In addition, the transfer device 300;

Hydraulic cylinder for the main body 310 is installed on the rail portion 420 of the skidway 400 and the front and the front of the main body to be moved forward and backward by the hydraulic, the moving device 100 of the configuration is moved forward and backward 320 is provided,

On the bottom of the main body 310 is provided a stacking portion 330 stacked on the rail portion 420 of the skidway 400,

A clamping part 340 having a configuration in which the hydraulic cylinder is extended or folded inside when the hydraulic cylinder moves forward or backward is disposed below the stack 330 so that the main body 310 moves forward or backward. In this configuration, the hydraulic cylinder 320 is fastened to the conveying device fastening portion 30 of the mobile device 100 of the present invention configuration by pushing or pulling the mobile device 100 of the mobile device 100 of the configuration. And the support device 200 is made of a technical configuration that is moved forward, backward from the top of the skidway (400).

In addition, as shown in Figure 13 and 14, the moving support device 1000;

The main body 1010 which is moved to the forward and backward by stacking the super-heavy cargo vessel, concrete caisson, bridges, buildings, machinery heavy load structure,

The stacking unit 1020 in which the high load structure provided on the upper portion of the body is stacked,

Support (SUP) for supporting the load of the high-load structure stacked on the laminated portion 20

A plurality of supports 1030 provided in the lower part of the main body for PORTER),

The transverse direction and the longitudinal direction of the lower part of the main body for the purpose of inserting the moving device 100 in which the main body and the supporting device for the forward and reverse movement of the main body and the heavy load structure are integrated during the forward and backward movement of the heavy load structure. A plurality of inserts 1040 provided in the direction,

A plurality of fastening force reinforcing portions 1050 provided on the side of the stacking portion for use in which the fastening force of the stacking portion is strengthened;

In the insertion portion 1040 of the heavy load moving support device 1000 of the above configuration, a moving device 100 in which the support device 200 is integrally mounted is inserted and installed,

The mobile support device 1000 in which the high load structure is stacked on the bottom surface of the skidway 400 is lifted upward by the hydraulic cylinders of the support device 200 moved forward and backward to the upper and lower parts. The pusher or puller (PUSH-PULL) device 300 for pushing or pulling the moving device 100 is a technical configuration that is moved forward and backward.

The technical configuration of the support device 200 and the transfer device 300 of the above-described configuration, the applicant is registered in the patent registration No. 0628695 "horizontal transportation device of heavy loads" and patent registration 0598962 "horizontal movement of the heavy load transportation device Is an invention pre-registered as "device",

In addition, the moving device 100 and the moving support device 1000 in which the support device 100 is integrally installed have been patented by the present applicant as a separate invention, and thus, the present invention does not claim a separate right. ,

However, it is described and claimed in the present invention that it is used as a device for the movement of the structure of the method of moving from the sea to the land of the heavy load structure of the present invention composed of the above-mentioned step S1 to S12.

As described above, by the method of moving from the sea to the land of the high-load structure of the present invention composed of steps S1 to S8;

In particular, the moving construction method of the heavy load structure that does not require the installation of the offshore crane of the prior art;

Regardless of the weight of heavy loads, it is a technology that makes it easy to move super-heavy structures from sea to land, and it is a moving method that significantly improves workability.

The above-mentioned offshore crane apparatus and installation area of the prior art are not required, and thus workability is further improved, and it is composed of a method of moving from the sea to the land of the high-load structure of the technical configuration, which greatly reduces the airlift and moving costs.

In addition, by the method of moving from the sea to the land of the high-load structure of the step S10 to S12 configuration of the present invention;

The high load structure moved to the land in any one of the transverse direction or the longitudinal direction in the step S1 to S8 is a moving method that can change the direction in the other direction, the movement of the heavy load structure is more easy, resulting in the installation area of the construction site This further minimized technical configuration;

As workability is further improved, the production cycle of the structure is greatly shortened, thereby maximizing productivity and reducing the man-hour and cost.

1 to 9 is a schematic diagram showing a step-by-step method of moving the high load structure of the present invention on land;

Figure 10 is a schematic diagram showing a step-by-step method of changing the direction of the heavy load structure of the present invention,

11 and 12 are perspective views showing the transfer device and the transfer device, the support device is integrally mounted;

13 is a perspective view showing a state in which a moving device is inserted into the moving support device of the present invention and the moving support device;

14 is a perspective view showing a mobile use state of the high-load structure of the present invention.

<Description of Major Symbols in Drawing>

100: moving device

10: main body 20: laminated portion

30: fastening unit (PUSH-PULL) device fastening part 40: moving device connection part

50: lift adapter 60: lubricating oil supply unit

70: skidway wiper 80: wheels

200: support device

210: body 211: hydraulic cylinder

212: mobile unit mounting portion 213: wheels

300: Feeding (PUSH-PULL) device

310: main body 320: hydraulic cylinder

330: laminated portion 340: clamping portion

400: skidway

410: main body 420: rail

500: Hydraulic supply device

510: main body 520: fastener for moving device

530: wheels

1000: moving support device

1010: main body 1020: laminated portion

1030: support portion 1040: insertion portion

1050: tightening force reinforcement

Claims (6)

A method of moving a ship or a heavy load structure from the sea to the land is a method of moving from the sea to the land of the heavy load structure, characterized in that consisting of the following steps of S1 to S9 S1 step; Installation of longitudinal or transverse skidway on land segment Skidways in longitudinal or transverse arrangements are to be installed in the land segment. S2 step; Land skidway installation step of mobile device with integrated support device A moving device, which is integrally mounted with a supporting device for supporting and moving loads of a heavy load structure, is installed on the top of the skidway in the longitudinal or transverse arrangement using the wheel of the moving device. S3 step; Installation of the skidway and the mobile support device at the lifting point of the heavy load structure to be moved to the land Install a skidway in the longitudinal or transverse arrangement at the lifting point of the semi-dive pants or the floating dock and install the mobile support on the outside of the skidway. S4 step; Half dive pants or floating dock diving stage The sub-diving pants or floating dock is submerged by performing ballasting to launch water in the half-dive pants or floating dock in which the moving support device of step S3 is installed. S5 step; Lamination movement and injury phases on top of the moving support device of submerged semi-diving pants or floating dock of heavy load structure After stacking the heavy load structure to be moved to the land to the upper portion of the mobile support device installed in the submerged half-dive pants or floating dock of the step S4, The structure is stacked half diving pants or floating dock to the debaling operation to discharge the water to the outside to injure the half diving pants or floating dock. S6 step; Steps for berthing movement of semi-dive pants or floating docks stacked with heavy loads The heavy load structure of step S5 is moved to the quay wall by moving the semi-dive pants or floating dock stacked on the mobile support device to the quay wall. S7 step; Leveling of skidways in semi-dive pants or floating docks stacked with heavy loads and on-shore skidways The skidway of the step S1 installed in the land section and the semi-dive pants or floating by performing a debalancing operation for discharging the loaded water of the semi-dive pants or floating dock docked to the quay wall of the step S6 to the outside Match the height of the skidway installed on the dock and keep it horizontal. S8 step; Input of moving support device of moving device and moving to skidway Semi-dive installed under the insertion part of the mobile support device by inserting the mobile device equipped with the support device installed on the land skidway of the step S2 into the half of the diving pants or the floating support device installed in the floating dock You will be taken to the skidway of the pants or floating dock. S9 step; Ground movement phase of heavy load structure The hydraulic cylinder of the supporting device mounted integrally to the moving device of the step S8 is moved forward, the moving device and the moving support device on which the high load structure is stacked are simultaneously lifted from the bottom surface of the skidway, the moving By means of a conveying device that pushes or pulls the device, the support device is driven on a skidway installed in a semi-dive pants or a floating dock, whereby the heavy load structure is moved to a skidway on land. The method of claim 1, wherein the heavy load structure moved to the land in the step S1 to S9 during the movement on the land, the movement direction of the structure of the step S9 in the following step S10 to S12 is characterized in that the direction is changed to the other direction To move from sea to land on heavy load structures Step S10: Ground seating step of the mobile support device laminated with the high load structure When the moving support device 1000 in which the heavy load structure moved to the land in either the transverse direction or the longitudinal direction is stacked in the step S9 reaches the direction change point, By moving the hydraulic cylinder 211 of the support device 200 integrally mounted on the lower part of the moving device 100, the moving support device 1000 in which the high load structure is stacked is seated on the ground. Step S11: Withdrawal and reinstallation of the mover The skidway is inserted into the inserting portion 1040 of the movement supporting apparatus 1000 of step S8. Wheel of the mobile device 100 to the mobile device 200 is integrated with the support device 100 installed in the 400 After the withdrawal of the moving device 100 installed on the skidway to the outside using the 80, the withdrawal of the moving device 100 is inserted into the moving device 100 of step S8 Inserted into the insert in the opposite direction to the 1040 and the wheel 80 of the moving device 100 is installed on the longitudinal or transverse skidway 400 installed at the lower portion of the insert in the opposite direction to be installed again. . Step S12: shifting direction in the other direction of the heavy load structure By repeating the step S9, the movement support device 1000 is stacked is moved to the other direction is stacked the heavy load structure moved in either the transverse direction or the longitudinal direction of the step S9. The method according to claim 1 or 2, wherein the movement method of steps S1 to S12 is developed in a reverse movement method that is sequentially developed from step S12 to step S1, so that the heavy load structure moves from land to sea. How to move a high load structure, characterized in that. According to any one of claims 1 to 2, wherein the moving device is integrally mounted to the support device 200 is 100, each of which is integrally mounted to the lift adapter 50 of the plurality of moving devices (100) By the hydraulic cylinder 211 of the support device 200 is supported the load of the mobile device 100 and the high load structure, the hydraulic cylinder 211 is moved forward to the upper, The wheel 213 of the support device 200 is driven from the inner rail part 420 of the skidway 400 while the movable device 100 is lifted upward from the bottom of the skidway 400. Moving forward and backward; Mounted on the lift adapter 50 of the mobile device 100 by pushing or pulling the main body 10 of the mobile device 100 with the transfer device 300 coupled to the transfer device coupling portion 30 of the mobile device. The support device 200 is minimized the frictional force at the top of the skidway 400 so that the wheel 213 of the support device is driven on the inner side of the rail portion 420 of the skidway to move forward and backward; The mobile device connecting portion 40 provided on the other side of the mobile device 100 in the configuration of a plurality of mobile devices connected to each other to the mobile device connection portion 40 provided on one side of the mobile device 100 ) Is connected to the hydraulic supply device 500, the plurality of moving devices 100 is inserted into the skidway 400, installed and dismantled to move outside the method of moving from the sea to the land of the heavy load structure . According to any one of claims 1 to 2, wherein the conveying device 300, the hydraulic cylinder 320 is fastened to the conveying device fastening portion 30 of the moving device 100, pushing the moving device 100 or By pulling, the moving device 100 is integrally mounted with the support device 200 is a method of moving from the sea to the land of the high-load structure, characterized in that the forward and backward movement in the upper portion of the skidway (400). According to any one of claims 1 to 2, the mobile device 100 is integrally mounted to the insertion unit 1040 of the moving support device 1000 is inserted and the insertion unit 1040 ) Installed on the skidway 400 installed in the lower part, A transport support device in which a high load structure is stacked on the bottom surface of the skidway, in which the support device 1000 is lifted upward by the support device 200 and pushes or pulls the device 100. PULL) Method of moving from the sea to the land of the heavy load structure, characterized in that moved by the device (300).
KR1020090006249A 2009-01-23 2009-01-23 Movement method of high load goods KR20100086817A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026014B1 (en) * 2010-11-25 2011-03-30 (주) 한국비계 Bridge deck construction method by means of pulling jack on the water

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026014B1 (en) * 2010-11-25 2011-03-30 (주) 한국비계 Bridge deck construction method by means of pulling jack on the water

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