TW201341628A - Assembling equipments of large steel plate cell and moving method of the same - Google Patents

Abstract

Assembling equipments of a large steel plate cell and a moving method of the same are provided. A plurality of temporary positioning platforms for panels, a pair of assembling platforms, first and second temporary positioning places for the cell, a cell moving device, a first crane car, and second and third crane cars are included in an assembling area. At the plurality of temporary positioning platforms for panels, first to fifth cell blocks are temporarily positioned in a horizontal status. The pair of assembling platforms are configured between the temporary positioning platforms for panels to separate an operating way and a moving way. The first and second temporary positioning places for the cell are configured in opposite directions departing from the assembling platforms. The cell moving device moves the steel plate cell along a straight track installed from the assembling platforms to the temporary positioning places for the cell. After the first crane car lifts the first cell block vertically from the horizontal status together with the second crane car, the first cell block is moved onto the assembling platforms and is kept. The second and third crane cars lift the remaining cell blocks vertically from the horizontal status and move the cell blocks to the assembling platforms in order.

Description

Assembly equipment for long large steel drum and moving method of long steel drum

The present invention relates to an assembly apparatus for a long large steel plate unit (cell) for constructing a bank or a land in a shallow water such as a bay shore or a coast, and a method for moving a long steel plate unit.

The steel plate unit is a structure that prevents erosion damage caused by tides or waves in the sea in the revetment or the landfill. For example, a plurality of cylindrical steel plate units are driven into or placed in the foundation at the outer periphery of the revetment or the filling site, and the steel plate units are connected to each other by arc steel, and the steel plate units or curved steel are connected to each other. The interior is filled with a filling material such as sand.

Here, the long-large steel plate unit refers to a tubular large-sized structure having an outer diameter of more than 15 to 50 m and a height exceeding, for example, about 20 to 40 m.

In the long and large steel plate units, a plurality of rolled steel sheets are first welded to form a flat long steel plate, and the long steel plates are bent into an arc shape to form a cell block. Further, the edge portions parallel to the axial direction of the unit blocks are welded to each other to be assembled into a cylindrical shape.

In the assembly of the unit blocks, for example, as shown in Patent Document 1, a curved surface forming table in which a long steel plate is supported in a curved concave shape is arranged in the outer peripheral portion around the assembly portion, and the long steel plate is placed on a curved surface. After forming a curved surface on the stage, the curved surface forming stands are erected with the vicinity of the outer periphery of the assembled portion as a fulcrum, and the edges of the curved steel plate are joined to each other and joined to each other, and finally processed into a cylindrical shape.

[Previous Technical Literature] [Patent Literature]

[Patent Document 1] Japanese Patent Special Fair 01-25842 (Fig. 1)

However, in the prior art, the curved surface forming stage is disposed so as to be radially spread around the assembly portion. Therefore, for example, for a long large steel plate unit having a diameter of 30 m and a height of 40 m, A location that occupies at least 110 m square, and the larger the larger, the wider the location.

Further, when such long and large steel plate units are welded and joined in a vertical state, they are suspended by a floating crane and transported to the installation site by using a floating crane. Alternatively, a shipping barge is loaded into the multi-tank and transported to the installation site. However, in order to shorten the transportation time of the crane vessel or the transport barge and reduce the transportation cost, it is necessary to move from the assembly station to the temporary placement of the unit and temporarily place it. In this case, it is preferable to lift the steel plate unit while maintaining the shape. However, if a large crane or an oversized crane is used, there is a problem that the cost increases.

Further, as a conventional moving device for a large weight such as a bridge girder, a plurality of rails are laid, and a plurality of mobile stations having endless rollers supporting the lower end portions of the large weights are disposed. Moreover, it is known that a winch disposed at a moving end portion of a rail connects a mobile station via a wire rope, and the winch is taken up by a winch. The mobile station is towed so that large loads move along the track.

If the above-mentioned previous moving device is applied to the long large steel plate unit, at least two moving tables are connected by a steel wire and arranged on one track and moved, but the diametrical elasticity and inertia force of the long large steel plate unit In the process of moving, it is impossible to keep the distance between the moving stages uniform, and the cylindrical shape is deformed to cause adverse effects such as deformation of the structural portion or the joint portion of the steel sheet unit.

An object of the present invention is to solve the above problems and to provide an assembly apparatus and a moving method for a long large steel sheet unit that can be efficiently assembled even in a narrow assembly site even in the case of a long large steel sheet unit.

In order to solve the above-mentioned problems, the assembly apparatus of the long-large steel plate unit of the first aspect of the present invention is formed by joining the two side edges of the plurality of unit blocks formed in a circular arc-shaped cross section in parallel with the axial direction to form a circle. The tubular steel plate unit is characterized in that a plurality of panel temporary placing stations are provided at a peripheral portion of the assembly site, and the unit blocks are temporarily placed one by one in a tilted state on the panel temporary placing table, and the assembly site is roughly Configuring at least one pair of assembly stations at a central portion, the interval between the assembly stations, and the interval between the assembly table and the temporary placement of the panel are set to a distance, and the distance can enable the crane truck to erect the unit block When the unit block is suspended, a plurality of units are temporarily placed in a direction opposite to each other from the pair of assembly stages. From the assembly stations described above, a field is temporarily placed in the unit, and at least a plurality of linear tracks are laid in parallel with a line connecting the center of the assembly table and the center of the unit temporarily placed field, and the steel plate unit is disposed on the linear tracks. In the moving unit moving device, the crane truck includes at least a first crane truck, a second crane truck, and a third crane truck, and the first crane truck cooperates with the second crane truck to generate the first After the unit block is erected from the tilting state, the unit block is transported to the assembly table and the unit block is held until the assembly is completed, and the second crane truck and the third crane truck cooperate with each other to dump the remaining unit block. After being erected, one of the second crane truck and the third crane truck is sequentially transported to the assembly table.

The assembly apparatus for the long-large steel plate unit of the second aspect of the present invention is the first type, and the unit moving device includes: a slide support table that is disposed in the steel plate unit and the steel plate unit in plan view The linear rails at the intersections support the steel plate unit from below, and are slidable on the upper surfaces of the linear rails respectively; and the clamping table is disposed with respect to the respective sliding support tables of the linear rails disposed on the mounting table side Temporarily placing the linear track on the field side in the unit, and fixing and disengaging the linear track; a push-pull jack, which is capable of freely and freely connecting the clamping table and the sliding support table, respectively And a hydraulic unit, which supplies hydraulic pressure to the above-mentioned push-pull jacks separately from the hydraulic pump and can be driven synchronously; In a state in which the holding table is fixed to the linear rail, the push-pull jacks are synchronously contracted, and the steel plate unit is moved from the mounting table side to the unit temporary placement field side via the slide support table. And pulling the respective push-pull jacks in a state where the clamping table is disengaged from the linear rail, thereby moving the clamping table to the temporary storage field side of the unit, and repeating the above operation to cause the steel plate unit to be assembled from the above The station moves to the above unit to temporarily place the field.

In the assembly method of the long-large steel plate unit of the first aspect of the present invention, the cylindrical long-large steel plate unit assembled in the vertical state is moved from the assembly table to the above The unit temporarily places the field, wherein the steel plate unit is supported on the plurality of sliding support tables from below in a plan view, and the sliding support table is disposed at each intersection of the steel plate unit and the linear track and is The linear rail is slidably slidable, and the holding table that is disposed on the linear rail on the unit temporary placement field side with respect to each of the slide support stages is fixed to the linear rail, and the clamp is coupled to the clamp. The table and the push-pull jacks of the slide support table are respectively synchronized and contracted, thereby moving the slide support tables to the unit temporary placement field side, thereby moving the steel plate unit to the unit temporary placement field side, so that the clips are When the table is separated from the linear track, the push-pull jacks are stretched, thereby clamping the above-mentioned clips Station moves to the cell temporal storage site side, so that the steel sheet unit repeats the operation from said assembly station moves Temporarily place the field in the above unit.

According to the configuration of the first type described above, at least one pair of assembly stations and a plurality of unit temporary placement fields are disposed at the assembly site. The assembly table is disposed at a substantially central portion. The unit temporary placement fields are disposed in opposite directions from each other from the assembly stations. In the first to third hoisting vehicles, the first hoisting vehicle and the second hoisting vehicle are hoisted from the panel temporary placing table and erected, and hoisted to each assembly station, and The first hoisting car holds the original unit block in an upright state. Then, using the second and third lifting trucks, the remaining unit blocks are sequentially hoisted and erected from the panel temporary placing table, suspended and transported to the assembly station, and the adjacent units are temporarily assembled from the original unit block. Blocks, so that the steel plate unit can be assembled efficiently. Thereby, the assembly site can be used efficiently and the long steel plate unit can be smoothly assembled in a narrow assembly site.

According to the configuration of the second type described above, the sliding support table supporting the steel plate unit can be coupled to the clamping table for fixing and disengaging from the linear rail by pushing and pulling the jack, and the push-pull jacks can be synchronously driven by the hydraulic unit. The sliding support table is synchronously moved at a fixed speed, so that the long and large steel plate unit having elasticity does not deform or can be smoothly moved from the assembly table along the linear track to the temporary placement field of the unit.

According to the configuration of the third type, the sliding support table of the steel plate unit can be connected to the clamping table by the push-pull jack, and the sliding support table can be synchronously expanded and contracted by the hydraulic unit. from The assembly station moves synchronously to the unit to temporarily place the field at a fixed speed. Thereby, the long and large steel plate unit having elasticity can be smoothly moved from the assembly table to the unit temporary placement field along the linear track without being deformed.

Embodiments of the invention are described.

[Example 1]

Hereinafter, a first embodiment of the present invention will be described with reference to Figs. 1 to 13 .

(assembly equipment for steel plate unit)

In the assembly apparatus of the long-large steel plate unit of the present invention, the two-side edge portions in the axial direction of the five-piece unit block formed in a circular arc shape are joined to each other to form a cylindrical long-large steel plate unit.

As shown in FIG. 1, the assembly apparatus is a front portion of a rectangular assembly site 10 that is horizontally long in plan view, and a plurality of groups, for example, five sets of first to fifth panel temporary placement stages B1 to B5 are written as a long side. The lower 10D is set side by side. The first to fifth panel temporary placing stages B1 to B5 are in which the first to fifth unit blocks P1 to P5 are temporarily placed in a concave state in a tilted state. The first to fifth panel temporary placement stages B1 to B5 are, for example, as shown in FIG. 1, and the first panel temporary placement table B1 is placed from the left side to the right side, and the fourth unit block P4 is placed, and the second panel is temporarily placed. The table B2 is placed on the fifth unit block P5, the third panel temporarily places the table B3, and the second unit block P2 is placed thereon. The fourth panel temporarily places the table B4, and the third unit block P3 and the fifth panel are placed thereon. The stage B5 is temporarily placed, and the first unit block P1 is placed. Furthermore, the arrangement of the first to fifth unit blocks P1 to P5 may be based on construction conditions or a construction environment. And arbitrarily changed.

The pair of mounting stages 11A and 11B are disposed on the upper side 10U side which is the other long side opposite to the substantially central portion (the second panel temporary placing table B2) of the first to fifth panel temporary placing stages B1 to B5. . Further, between the second panel temporary placing table B2 and the mounting tables 11A and 11B, the working channels 15A and 15B having the width L are formed, and the first to fifth unit blocks P1 to P5 are hung in the upright state. The third crane trucks M1 to M3 can pass through the working passages 15A and 15B of the width L, and the first to fifth unit blocks P1 to P5 in the dumped state can be raised and erected. Further, a moving passage 16 having the same width L is formed between the pair of mounting stages 11A and 11B.

The pair of mounting stages 11A and 11B are assembled with five sets of the first to fifth unit blocks P1 to P5 in a erected state, and are arranged in the circumferential direction on each of the mounting stages 11a and 11B as shown in FIG. There are a plurality of (for example, two for each unit block, a total of ten) support base S for the steel plate unit C, respectively. Further, an elevating jack (not shown) for lifting the steel plate unit C upward is provided on each of the support bases S.

The first unit temporary placement field 12A and the second unit are respectively disposed in the oblique direction from the first to fifth panel temporary placement stages B1 to B5 from the side of the short side 10L of the assembly site 10 from the mounting table 11A. Temporarily place field 13A. Further, the first unit temporary placement field 12B and the second unit are provided in the oblique direction in which the self-assembly table 11B is closer to the short side 10R side of the assembly site 10 than the first to fifth panel temporary placement stages B1 to B5. The unit temporarily places the field 13B. Here, the first and second units temporarily place the field 12A, 12B and the first and second unit temporary placement fields 13A, 13B are arranged in a small V-shape when viewed from the top, because the crane trucks M1 to M3 move through the work channels 15A, 15B and the movement channel 16 multiple times. The first crane truck M1 that holds the unit block group on the mounting tables 11A and 11B moves to the upper side 10U side of the mounting stations 11A and 11B and the first and second unit temporary placement fields 12A, 13A, 12A, and 13B, and then the second The third lifting trucks M2 and M3 cannot move. Thereby, the work channels 15A and 15B on the short sides 10R and 10L side of the assembly site 10 can be enlarged by utilizing a limited space. Of course, the mounting stages 11A and 11B and the first and second unit temporary placement fields 12A, 13A, 12A, and 13B and the first to fifth panel temporary placement stages B1 to B5 may be arranged in parallel with each other.

The first unit temporary storage field 12A, 12B and the second unit temporary storage field 13A, 13B are provided in the circumferential direction (for example, two for each unit block, ten in total) support the steel plate unit C, respectively. The support tables S1 and S2 made of the foundation concrete have lift jacks (not shown) for raising the steel plate unit C upward on the support tables S1 and S2.

Further, the fields 12A, 12B, 13A, and 13B are temporarily placed from the two mounting stages 11A and 11B to the first and second units, and the center and the first and second units of the joining and assembling stations 11A and 11B are placed and temporarily placed in the fields 12A and 12B. Two linear tracks 20A and 20B parallel to the center of 13A and 13B. Further, on the linear rails 20 and 20B, as shown in FIG. 8, a unit moving device 21 is provided, which causes the steel plate unit C assembled from the five first to fifth unit blocks P1 to P5. The mounting tables 11A and 11B move to the first and second unit temporary placement fields 12A, 12B, 13A, and 13B. Of course, straight line The rails 20 and 20B can be laid along a line connecting the centers of the connection stages 11A and 11B and the centers of the first and second units temporarily placing the fields 12A, 12B, 13A, and 13B, and a pair of one or more parallel to the line. Straight line laying.

Each of the above-described crane trucks M1 to M3 is a first to third crane trucks M1 to M3 including a crawler type jib type jib having a lifting capacity of at least 100 t, as shown in FIG. The first crane truck M1 is transported to the assembly tables 11A and 11B in cooperation with the second crane truck M2, and the first unit block is erected from the tilting state, and the unit block temporarily assembled is held in the upright state until completion. Assembly. The second hoisting vehicle M2 and the third hoisting vehicle M3 cooperate with each other to erect the remaining unit blocks in a self-dumping state, and one of the second hoisting vehicle M2 and the third hoisting vehicle M3. Transfer to the assembly tables 11A, 11B.

(Assembling method of steel plate unit)

A method of assembling the steel sheet unit C using the mounting table 11A shown on the left side of Fig. 1 will be described with reference to Figs. 1 and 4 to 7 .

In the first step, as shown in FIG. 1 , in order to hold the steel plate unit C at the rear position (upper side) of the mounting table 11A by the first crane truck M1 until the assembly is completed, the first to fifth loads are respectively placed. In the first to fifth unit blocks P1 to P5 on the panel temporarily placed on the stages B1 to B5, the third unit block P3 of the front position (lower side) of the mounting table 11B is selected, and the third unit block P3 is not the first one. ~ The fifth unit block P1~P5 interferes.

As shown in FIG. 2, the erecting operation of the third unit block P3 is such that the first hoisting vehicle M1 and the second hoisting vehicle M2 are temporarily suspended in the third unit block P3 on the table B4. Exit to work channel 15B, by common Lifted and erected from the dumped state.

At this time, the first crane M1 that suspends the upper end portion of the third unit block P3 is supported by the two-point suspension using the suspension jig by the steel rope as shown in FIG. Then, after the steel cord of the second crane truck M2 is separated from the third unit block P3, the third unit block P3 in the up state is conveyed by the first crane truck M1 and is placed on the mounting table 11A.

After the step 1, the third unit block P3 is held in the upright state by the first crane M1 until the steel plate unit C is assembled, and in order to ensure stability, the assembly is temporarily assembled adjacent to both sides of the third unit block P3. The fourth unit block P4 and the second unit block P2. Further, the fifth unit block P5 adjacent to the fourth unit block P4 is temporarily assembled, and the first unit block P1 is temporarily assembled between the fifth unit block P5 and the second unit block P2.

In addition, in order to temporarily assemble, a high-speed work vehicle that performs bolt fastening of the first to fifth unit blocks P1 to P5 and circumferential rib welding is disposed inside the mounting table 11A.

In the second step, as shown in FIG. 4, the second unit P4 on the temporary placement table B1 of the first panel is hoisted to the work channel 15A by the second and third hoisting vehicles M2 and M3 in a dumping state, and The suspension position of the second crane truck M2 is raised from the dumping state so that the suspension position is the upper end. Then, the fourth unit block P4 is transported to the mounting table 11A by the second crane truck M2, and the fourth unit block P4 and the third unit block P3 are arranged adjacent to each other. Further, the third and fourth unit blocks P3 and P4 are joined by aligning the joint bolt holes to perform temporary assembly.

The third step is as shown in FIG. 5, by the second and third lifting vehicles M2. M3, the second unit block P2 on the third panel temporary placement table B3 is hoisted to the work channel 15B in a dumping state, and is erected from the tilted state so that the suspension position of the third crane truck M3 is the upper end. Then, the second unit block P2 is transported to the mounting table 11A by the third crane truck M3, and the second unit block P2 is placed adjacent to the third unit block P3. Further, the second to fourth unit blocks P2 to P4 are joined by bolt fastening, and temporary assembly is performed.

In the fourth step, as shown in FIG. 6, the second unit block P5 on the second panel temporary placement table B2 is hoisted to the work channel 15A by the second and third lift trucks M2 and M3 in a tilted state. The suspension position of the third hoisting vehicle M3 is the upper end so that it is erected from the dumped state. Then, the fifth unit block P5 is transported to the mounting table 11A by the third crane truck M3, and the fifth unit block P5 is placed adjacent to the fourth unit block P4, and the second to fifth unit blocks are bolted. P2~P5 are joined for temporary assembly.

In the fifth step, as shown in FIG. 7, the first unit block P1 on the fifth panel temporary placement table B5 is lifted to the work channel 15B by the second and third lift trucks M2 and M3 in a tilted state. The suspension position of the third hoisting vehicle M3 is the upper end so that it is erected from the dumped state. Then, the first unit block P1 is transported to the mounting table 11A by the third crane truck M3, and the first unit block P1 is placed between the fifth and second unit blocks P5 and P2, and bolted to the second stage. The fifth unit blocks P2 to P5 are joined to perform temporary assembly.

Then, when the assembly of the next steel plate unit C is performed at the same mounting table 11A, the assembled steel plate unit C is moved from the mounting table 11A to the first unit temporary storage field 12A or the second unit temporary storage field 13A, and The assembly is performed in the same manner as described above.

In addition, the order of assembly of the steel plate units C in the mounting table 11B on the right side of FIG. 1 is the order in which the mounting table 11A is symmetrical, and the first to third lifting vehicles M1 to M3 are used, and each unit block P3 → P4 → The order of P2 → P5 → P1 is assembled.

(moving device for steel plate unit)

Next, with reference to Fig. 8 to Fig. 12, the steel plate unit C assembled in the assembly table 11A is moved to the first and second unit temporary placement fields 12A, 13A, and to the assembly table in the assembly apparatus of the long large steel plate unit. The unit moving device 21 and the unit moving method in which the assembled steel sheet unit C is moved to the first and second unit temporary places 12B and 13B will be described. Here, the steel plate unit C is moved from the mounting table 11A to the four unit moving devices 21 in which the first and second unit temporary placement fields 12A and 13A are placed, and the steel plate unit C is moved from the mounting table 11B to the first one. The four unit moving devices 21 in which the second unit temporarily places the fields 12B and 13B have the same structure and are arranged symmetrically, so that only the unit moving device shown in the portion A of FIG. 8 for moving the steel sheet unit C from the mounting table 11A is provided. 21 for explanation.

As shown in FIGS. 9(a) to 9(b) and FIGS. 10(a) to 10(c), the linear rails 20A are formed by joining steel materials of H-shaped cross sections that are horizontally placed. The unit moving device 21 respectively disposed on each of the linear rails 20A includes a sliding jack (sliding support table) 30, a holding table 40, and a push-pull jack 50. The sliding jack 30 can lift and support the steel plate unit C from below, and the clamping table 40 is disposed on the first unit temporary placement field 12A side of the sliding jack (sliding support table) 30 and can be respectively fixed and disengaged from the linear rail 20A, and the push-pull jack 50 Then the clamping table 40 is connected with the sliding jack 30 The junction can be driven and driven separately.

As shown in FIGS. 10(a) to 10(c), the slide jack 30 includes a slide block 31, a lift table 32a, and an adjustment type direction correcting machine 33. The sliding block 31 has a sliding surface 31a made of, for example, polytetrafluoroethylene in a portion contacting the upper surface of the upper flange 20F of the linear rail 20A, and the lifting table 32a is hydraulically lifted by the sliding block 31. The jacks 32 are supported to be lifted and lowered in a specific range, and the adjustment type direction correcting machines 33 are disposed in front and rear of the sliders 31, respectively. As shown in FIG. 9( a ), the lifting platform 32 a selects a support position in such a manner that a mounting portion of the reinforcing plate Ca in the normal direction is supported by a shell plate of the steel plate unit C, and the steel plate unit C is selected. The shell plate and the reinforcing plate Ca are fixed to the lifting table 32a by a fixing jig 34.

The front and rear direction correcting machines 33 respectively include a hydraulic pressure correction jack 33S, and both ends of the double rod are respectively mounted on the side plates of the sliding block 31, and the moving plate 33P is fixed to the correction jack 33S. And a pair of left and right guiding modules 33R, 33L which are suspended at both ends of the moving plate 33P and extend to the outside of the upper flange 20F, and the left and right of the guiding modules 33R, 33L can be adjusted by modifying the jack 33S position. Here, when the interval between the guide modules 33R and 33L of the direction correcting machine 33 that is initially set is not adjusted, the correction jack 33S is set to the locked state and used as a fixed type, and it is not necessary to supply the hydraulic pressure.

35 shown in FIG. 10(c) is a bracket that connects and pulls the jack 50 via a pin. Furthermore, a detachment preventing member (not shown) is attached so as not to move the sliding jack 30 on the linear rail 20A. The slider 31 is fixed to the upper flange 20F.

As shown in Figs. 11(a) to 11(c), the holding table 40 is attached to the both side portions of the holding table main body 41 with a sliding plate 42 which is in sliding contact with the upper flange 20F of the linear rail 20A. Upper surface. Further, expansion jacks 44 are respectively disposed on both sides of the extension rod 43 mounted on the upper portion of the clamping table main body 41, and wedge-shaped collets externally fitted to the upper flange 20F are respectively mounted on the pair of extension jacks 44. 45. The left and right extension jacks 44 are such that the wedge collets 45 are close to and separated from each other, and the clamping table 40 is mounted on the linear rail 20A, or the wedge collet 45 is automatically prevented from contacting the reinforcing ribs of the linear rail 20A, but The supply of hydraulic pressure to the expansion jack 44 can be stopped and the hydraulic oil can be circulated, and the expansion of the wedge collet 45 can be manually adjusted by manual operation.

The wedge collet 45 described above forms a wedge-shaped arrangement space having an inner side opposite In the zigzag section, a lower chuck 45a crimped to the lower surface of the upper flange 20F is formed at the bottom. Further, on the upper surface of the wedge-shaped arrangement space, front and rear wedge-shaped pressure receiving surfaces 45b and 45c which are inclined forward and downward in a mountain shape in a side view are formed. In the wedge-shaped arrangement spaces, a sliding plate 42, a clamping jack 46, and a wedge member 47 are disposed, respectively. The gripping jack 46 is attached to the slide plate 42, and the wedge member 47 is moved in and out in the oblique direction of the wedge-shaped pressure receiving faces 45b, 45c by the gripping jack 46. Further, on the upper surface of the cylinder block holding the jack 46, a front pressing tapered surface 46a crimped to the front wedge-shaped pressure receiving surface 45b is formed, and the upper surface of the wedge member 47 is formed to be crimped to the rear wedge shape. The rear wedge surface 47a of the pressing surface 45c. 45d is a pressing member attached to the opposing surface of the upper chuck 45a and the upper flange 20F. A coupling bracket 48 that connects and pulls the jack 50 via a coupling pin is attached to the clamping table main body 41.

Therefore, if the left and right clamping jacks 46 are respectively extended, the front pressing tapered surface 46a is crimped to the front wedge-shaped pressure receiving surface 45b, and the rear wedge-shaped surface 47a is crimped to the rear wedge-shaped pressure receiving surface 45c, so that the sliding plate 42 is opposed The upper surface of the flange 20F is pressurized, and the flange 20F is pinched between the slide plate 42 and the lower chuck 45a, so that the clamp table 40 can be firmly fixed to the linear rail 20A.

In the push-pull jack 50, a single-rod type and double-acting hydraulic cylinder is used. The jack main body 50a is coupled to the bracket 35 of the sliding jack 30 via a connecting pin, and the rod 50b is coupled to the coupling bracket 48 of the clamping table 40.

(drive unit of unit mobile device)

In order to supply the hydraulic pressure to each unit moving device 21, the two hydraulic units 51A and 51B shown in Fig. 12 are used. One of the hydraulic units 51A includes a lift switching valve 52 that supplies hydraulic pressure to the sliding jacks 30 of the four unit moving devices 21, respectively. By operating the lift switching valve 52, the pressure oil can be supplied and discharged from the ports of the lift jack 32 via the hydraulic hose, and the lift jacks 32 can be simultaneously extended, Shrinking causes the steel plate unit C to be raised and lowered to any height.

The other hydraulic unit 51B includes a movement switching valve 53 that supplies and discharges pressurized oil to the push-pull jack 50, and a clamp switching valve 54 that supplies and discharges pressurized oil to the clamp jack 46. By operating the shifting valve 53 for the movement, the pressure oil is supplied and discharged to each of the push-pull jacks 50 of the unit moving devices 51 via the hydraulic hoses, and the push-pull jacks 50 are simultaneously telescopically driven. Sliding jack 30 does not make steel The plate unit C is moved from the mounting table 11A to the first unit temporary placement field 12A and the second unit temporary placement field 13A. Further, by operating the gripping switching valve 54, the pressure oil can be supplied and discharged to each of the respective gripping jacks 46 via the hydraulic hoses, and the clamping table 40 can be moved relative to the linear rail 20 , 20B fixed, detached.

Here, the direction correcting machine 33 is used as a fixed type, and the position of the wedge-shaped chuck 45 of the holding table 40 is manually adjustable, and the oil is not supplied to the correction jack 33S and the expansion jack 44. Pressure.

(unit moving method)

A method of moving the steel sheet unit C assembled to the mounting table 11A along the linear rails 20A and 20B to the first unit temporary placement field 12A or the second unit temporary placement field 12B will be described.

(1) In the mounting table 11A, the steel sheet unit C is held on the support table S made of a plurality of foundation concretes so that the steel sheet unit C is held by the shell plate fixing jig via a liner. The sliding jacks 30 are provided at four intersection positions directly under the steel sheet unit C and on the linear rail 20A in plan view. Further, the lifting table 32a of each of the sliding jacks 30 is jacked up to a specific height to support the steel plate unit C, and the casing fixing jig and the gasket are removed to lower the jack. Further, the lower end portions of the steel plate unit C are fixed to the respective lifting tables 32a by the fixing jigs 34, and the lower end portions of the steel plate units C are respectively held by the four sliding jacks 30.

(2) On the linear rail 20A, the holding tables 40 are respectively disposed on the first unit temporary storage field 12A side of the sliding jack 30, and the holding tables 40 and the sliding jacks 30 are coupled to each other by pushing and pulling the jacks 50.

(3) The clamping jack 46 of the clamping table 40 is released to extend the rod 50b of the push-pull jack 50. At the extension limit of the push-pull jack 50, the clamping jack 46 is closed to fix the clamping table 40 to the linear track 20A.

(4) By sliding the respective push-pull jacks 50 in synchronization, the sliding jacks 30 are moved closer to move the steel plate unit C to the first unit temporary storage field 12A side. When it becomes the contraction limit of the push-pull jack 50, the detachment prevention member is attached to the clamp jack 46 to be fixed to the linear rail 20A.

(5) The clamping jack 46 is released, and the push-pull jack 50 is extended, so that the clamping table 40 is moved to the first unit temporary placement field 12A side. By repeating the above-described action, the steel sheet unit C is moved along the linear rail 20A via the sliding jack 30 to the first unit temporary placement field 12A or the second unit temporary placement field 13A via the stroke of each of the push-pull jacks 50.

According to the first embodiment, the first to fifth panel temporary placement stages B1 to B5 are disposed in the substantially rectangular assembly site 10, and the pair of assembly stages 11A and 11B and the first and second units are temporarily placed in the field 12A. 13A, 12B, 13B. The first to fifth panels are temporarily placed on the lower side 10D along the lower side of the table B1 to B5. The pair of mounts 11A and 11B are disposed corresponding to the central portions of the first to fifth panel temporary placement stages B1 to B5. The first and second unit temporary placement fields 12A, 13A, 12B, and 13B are disposed in an oblique direction toward the upper side from the mounting stages 11A and 11B. Further, the erection of the first to fifth unit blocks P1 to P5 can be efficiently performed by using the three crane trucks M1 to M3, and the first to fifth unit blocks P1 to P5 are placed in the first state in the dumping state. ~ The fifth panel is temporarily placed on the stages B1 to B5, and the first to fifth unit blocks P1 to P5 in the upright state are efficiently transported and assembled to the mounting tables 11A and 11B. Thereby, the long and large steel plate unit C can be assembled. Thereby, the rectangular assembly site 10 can be used efficiently, and the long and large steel plate unit C can be efficiently assembled in the narrow assembly site 10.

Further, in the unit moving device 21 that moves the steel plate unit assembled on the mounting tables 11A and 11B to the first and second unit temporary placement fields 12A, 13A, 12B, and 13B, the support steel plate can be pushed and pulled by the jack 50. The sliding jacks 30 of the unit C are coupled to the clamping table 40 for fixing and disengaging the linear rails 20, 20B, and the push-pull jacks 50 can be synchronously driven by the hydraulic unit 51B so that the four sliding jacks 30 are The fixed speed is synchronously moved, whereby the steel sheet unit C can be smoothly moved from the mounting tables 11A and 11B to the first and second unit temporary placement fields 12A, 13A, 12B, and 13B without being deformed.

[Other Embodiments of Sliding Support Table]

Other embodiments of a sliding jack that does not have a lifting jack will be described with reference to Figs. 13(a) to 13(c).

The slide pedestal 61 as the slide support is supported by the support top plate 63 via the lateral ribs 64A and the vertical ribs 64B on the slide base 62. Although not shown, a fixing jig is attached to the support top plate 63. 65 is a joint bracket that connects the push-pull jacks 50. Further, a plurality of sliding blocks 66 having a sliding surface made of, for example, Teflon (trademark: Teflon) and a pair of guide plates on the left and right side portions are attached to the lower surface of the sliding bottom plate 62. 67R, 67L, which guide the upper flange 20F of the linear rails 20, 20B.

Furthermore, instead of the sliding jack 30 and the sliding pedestal 61, a so-called Chill Tank may be used, which has multiple rollings via a connecting rod. The shaft portions at both ends of the wheel are connected to form a ring-shaped rotating body.

Even in the above-described sliding pedestal 61, the same operational effects as those of the sliding jack can be exhibited.

[assembly site]

Since the assembly site (location) used as the steel sheet unit assembly equipment is a temporary harbor, it is a place of various shapes in a plan view, and is provided in consideration of many restrictions. In the first embodiment, it is a horizontally long rectangular assembly site 10.

FIG. 14 is an assembly site of the steel plate unit assembling apparatus of the second embodiment, and the same members as those of the first embodiment are denoted by the same reference numerals, and the description thereof will be omitted. The second embodiment is a rectangular location of the facing revetment (fabric) W in which the steel plate unit C can be lifted using a crane vessel, but is also an assembly site 70 which has a situation in which it is difficult to use the depth of one end side. In the assembly site 70, the arrangement of the mounting tables 11A and 11B and the first and second unit temporary placement fields 12A, 12B, 13A, and 13B is substantially the same as that of the first embodiment, but the first to fifth panels are temporarily placed. Tables B1~B5 are different.

In other words, in the assembly site 70, the rows of the fields 12A, 12B, 13A, and 13B are temporarily placed in the assembly stages 11A and 11B and the first and second units provided in the facing bank W, and are arranged in parallel with respect to the bank W. The first to third panels extending at right angles temporarily place the rows B1 to B3, and the fourth and fifth panels temporarily place the stations B4 and B5, and the deep side is once provided by the second and third lifting vehicles M2 and M3. The second or third panel temporarily places the B2, B3, or the fifth panel, and the unit block P2, P3, or P5, which is the unit block of the temporary placement table B5, is placed on the first panel temporary placement table B1 or the fourth panel temporary placement table. After B4, the unit block P2, P3 or P5 is erected, or the unit block P2, P3 or P5 is erected directly above it.

[Other Embodiments of Assembly Site]

Fig. 15 is an assembly site of the steel sheet unit assembling apparatus of the third embodiment, and the same members as those of the first embodiment are denoted by the same reference numerals, and their description will be omitted.

The assembly site 80 has a rectangular shape. However, since the depths cannot be used, the arrangement of the mounting tables 11A and 11B and the first to third unit temporary placement fields 12A, 12B, 13A, 13B, and 14B are arranged substantially in parallel with respect to the bank W. . Further, the first to fifth panel temporary placing stages B1 to B5 of the two groups are also disposed substantially in parallel with respect to the bank W.

In the third embodiment, the moving passages of the mounting tables 11A and 11B and the bank W are not selected. Therefore, the first truck M1 supports the first third unit block P3 while the jacks are extended and separated from the vehicle body.

[Other Embodiments of Assembly Site]

Fig. 16 is an assembly site of the steel plate unit assembling apparatus of the fourth embodiment, and the same members as those of the first embodiment are denoted by the same reference numerals, and their description will be omitted.

The assembly site 90 is substantially trapezoidal, and the mounting stages 11A and 11B and the first and second unit temporary placement fields 12A, 12B, 13A, and 13B are disposed substantially in parallel with respect to the bank W. Further, the first to fifth panel temporary placing stages B1 to B5 are respectively disposed in a linear direction inclined by a specific angle with respect to the bank W.

In the third embodiment, since the moving passages of the mounting tables 11A, 11B and the bank W cannot be used, the first crane M1 supports the first third unit block P3 in a state in which the lifting bar is extended and separated from the vehicle body. .

As described above, as seen in the assembly sites 70, 80, 90, various configurations are possible depending on the location. In other words, the first and second unit temporary placement fields 12A, 12B, 13A, and 13B can be disposed in the substantially symmetrical direction from the pair of mounting stages 11A and 11B, and the first to fifth panel temporary placement stages B1 to B5 can be placed. The first to fifth unit blocks P1 to P5 of the lodging arrangement are sequentially erected, transported to the assembly tables 11A and 11B in a erected state, and the steel plate unit C is assembled using the three crane trucks M1 to M3.

P1~P5‧‧‧1st to 5th block

B1~B5‧‧‧1st to 5th panel temporarily placed

C‧‧‧Steel unit

Ca‧‧‧Enhanced Board

L‧‧‧Width

M1~M3‧‧‧1st to 3rd crane trucks

S, S1, S2‧‧‧ support table

10, 70, 80, 90‧‧‧ Assembly sites

10U‧‧‧ below

10D‧‧‧上上

10R, 10L‧‧‧ short side

11A, 11B‧‧‧ Assembly table

12A, 12B‧‧‧ Unit 1 Temporary placement

13A, 13B‧‧‧ Unit 2 temporarily placed in the field

14B‧‧‧Unit 3 temporarily placed in the field

15A, 15B‧‧‧ working channel

16‧‧‧Mobile channel

20, 20A, 20B‧‧‧ linear orbit

20F‧‧‧Upper flange

21‧‧‧Unit mobile device

30‧‧‧Sliding jack

31, 66‧‧ ‧ sliding block

31a‧‧‧Sliding surface

32‧‧‧lifting jack

32a‧‧‧Elevator

33‧‧‧ Direction Corrector

33R, 33L‧‧‧ guidance module

33S‧‧‧Revised Jack

33P‧‧‧Mobile board

34‧‧‧Fixed fixture

35‧‧‧ bracket

40‧‧‧Clamping table

41‧‧‧Clamping table main body

42‧‧‧Sliding plate

43‧‧‧Extension rod

44‧‧‧Extension jack

45‧‧‧Wedge chuck

45a‧‧‧ lower chuck

45b‧‧‧ front wedge-shaped compression surface

45c‧‧‧After wedge-shaped compression surface

45d‧‧‧ Pressurized components

46‧‧‧Clamping jack

46a‧‧‧Pre-pressurized cone

47‧‧‧Wedge members

47a‧‧‧After pressurized cone

48, 65‧‧‧ Link bracket

50‧‧‧Pushing jack

50a‧‧‧ jack body

50b‧‧‧ pole

51A, 51B‧‧‧ hydraulic unit

52‧‧‧lifting switching valve

53‧‧‧Mobile switching valve

54‧‧‧Clamping valve for clamping

61‧‧‧Sliding pedestal

62‧‧‧Sliding bottom plate

63‧‧‧Support top plate

64A‧‧‧ transverse ribs

64B‧‧‧ longitudinal ribs

67R, 67L‧‧‧ Guide

W‧‧‧Revetment

Fig. 1 shows a first embodiment of a steel sheet unit assembling apparatus of the present invention, and is a plan view showing a first step in the assembly site.

Fig. 2 is a side view for explaining a erecting operation of a unit block by a crane truck.

3 is a side view showing a conveyance operation of a unit block by a crane truck.

Figure 4 is a plan view illustrating the second step in the assembly site.

Figure 5 is a plan view illustrating a third step in the assembly site.

Figure 6 is a plan view illustrating the fourth step in the assembly site.

Figure 7 is a plan view illustrating the fifth step in the assembly site.

Fig. 8 is a plan view showing the arrangement of an assembly table and a unit moving device.

9(a) and 9(b) show a unit moving device, Fig. 9(a) is a plan view of a portion A shown in Fig. 8, and Fig. 9(b) is a side view of a portion A shown in Fig. 8.

Fig. 10 (a), Fig. 10 (b), and Fig. 10 (c) show a sliding jack as a sliding support table, Fig. 10 (a) is a plan half sectional view, Fig. 10 (b) It is a front half section view, and FIG. 10(c) is a side view half section view.

11(a), 11(b), and 11(c) show the clamping jack, Fig. 11(a) is a plan view, Fig. 11(b) is a side view, and Fig. 11(c) is a front view.

Figure 12 is a hydraulic circuit diagram of the mobile device.

Fig. 13 (a), Fig. 13 (b), and Fig. 13 (c) show a sliding pedestal as another embodiment of the sliding support table, Fig. 13 (a) is a plan view, Fig. 13 (b) is a side view, and Fig. 13 ( c) is the front view.

Fig. 14 is a plan view showing an assembly site of a second embodiment of the steel sheet unit assembling apparatus of the present invention.

Fig. 15 is a plan view showing an assembly site of a third embodiment of the steel sheet unit assembling apparatus of the present invention.

Fig. 16 is a plan view showing an assembly site of a fourth embodiment of the steel sheet unit assembling apparatus of the present invention.

M1‧‧‧1st crane

M2‧‧‧2nd crane

M3‧‧‧3rd lifting vehicle

P1~P5‧‧‧1st to 5th block

Claims (3)

An assembly apparatus for a long-large steel plate unit, in which a plurality of unit blocks formed in a circular arc-shaped cross section are joined to each other at a side edge parallel to the axial direction to form a cylindrical steel plate unit, which is characterized in that: at the assembly site a plurality of panel temporary placement stages are provided in the peripheral portion, and the unit blocks are temporarily placed in the panel temporary placement stage in a tilted state, and at least a pair of assembly stages are disposed at substantially the center of the assembly site, and the assembly stages are The interval and the interval between the assembly table and the temporary placement table of the panel are set to a distance that enables the crane truck that erects the unit block to pass through the unit block, from the pair of assembly stations Separating the fields from the mutually opposing opposite direction arranging units, and temporarily placing the field in the unit from the assembly stations, and laying at least a plurality of straight lines parallel to a line connecting the center of the assembly table and the center of the unit temporarily placing the field. a track, and a unit moving device for moving the steel plate unit on the linear track, the lifting truck at least In the first hoisting vehicle, the second hoisting vehicle, and the third hoisting vehicle, the first hoisting vehicle is erected in association with the second hoisting vehicle, and the first unit block is erected from the dumped state. The unit block is held on the mounting table until the assembly is completed, and the second lifting machine and the third lifting machine cooperate with each other to raise the remaining unit block from the tilted state, and the second lifting is performed by the second lifting. One of the vehicle and the third lift truck described above is sequentially transported to the assembly table. The apparatus for assembling a long-large steel plate unit according to claim 1, wherein the unit moving device includes: a sliding support table that is disposed in a straight line on each intersection with the steel plate unit in a plan view and from below Supporting the steel plate units and slidable on the linear rails respectively; and the clamping table is disposed on the line on the side of the unit temporary placement field with respect to the respective sliding support stages of the linear rails disposed on the mounting stage side a rail, which can be fixed and disengaged from the linear track; a push-pull jack, which is capable of freely and freely connecting the clamping table and the sliding support table respectively; and a hydraulic unit, which is separately pushed and pushed by the hydraulic pump The jack is supplied with the oil pressure and can be driven synchronously; and is configured to: when the clamping table is fixed to the linear rail, the respective push-pull jacks are respectively synchronously contracted, and the steel plate unit is assembled from the above through the sliding support table Moving the table side to the unit temporarily placing the field side, so that the clamping table is separated from the straight line In the state of the rail, the push-pull jacks are extended, and the holding table is moved to the unit temporary storage field side, and the above-described operation is repeated to move the steel sheet unit from the assembly stage to the unit temporary placement field. In the assembly apparatus of the long-large steel plate unit according to the first aspect of the invention, the cylindrical large-sized steel plate unit assembled in the vertical state is moved from the assembly table. Temporarily placing a field to the unit, wherein the steel plate unit is supported by the plurality of slides from below in a plan view In the movable support table, the slide support table is disposed at each intersection of the steel plate unit and the linear track, and is slidable on the linear track, and is disposed in the unit for each of the slide support stages. The above-mentioned holding table on the linear track on the field side is fixed to the linear track, and the respective sliding and pulling jacks that connect the clamping table and the sliding support table are respectively synchronized and contracted, thereby moving the respective sliding support tables. Temporarily placing the field side on the unit to move the steel plate unit to the temporary storage field side of the unit, and extending the push-pull jacks to move the clamping table while the clamping table is disengaged from the linear track. The above-mentioned unit is temporarily placed on the field side, and the above operation is repeated to move the steel sheet unit from the assembly stage to the unit temporary placement field.