JP2015010357A - Construction method of cylindrical tank - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a construction method of a cylindrical tank, in which an inner tank side plate can be transported to a prescribed welding position and an inner tank can be assembled without affecting other operations and without collapsing a bevel shape.SOLUTION: A construction method of a cylindrical tank includes a step of assembling a metallic inner tank by alternately repeating lifting of an inner tank side plate 9 by a jack-up device and welding a next inner tank side plate 9 to a lower side of the lifted inner tank side plate 9 on the inside of a PC wall. The construction method of the cylindrical tank adopts a method including: a step of installing a plurality of portal frames 10 for supporting the inner tank side plates 9 along the inner side of the PC wall; and a step of installing a roller unit 100 equipped with support rollers 110 each having a groove 113 according to a bevel shape of the inner tank side plate 9 in a peripheral surface 110a between the adjacent portal frames 10.

Description

  The present invention relates to a method for constructing a cylindrical tank.

  A double-shell cylindrical tank having an inner tank and an outer tank is used for storing low-temperature liquids such as LNG (liquefied natural gas) and LPG (liquefied petroleum gas). Patent Document 1 discloses a cylindrical tank having a metal inner tank and a concrete outer tank.

  Patent Document 1 discloses a technique for constructing a metal inner tank and a concrete outer tank at the same time in order to shorten the construction period of the cylindrical tank. Specifically, a jack stand is erected at the bottom of the outer tub, and the jack-up device is supported at a predetermined height (see FIG. 4B of Patent Document 1). And when performing the side wall construction of the outer tub, the inner tub roof and the outer tub roof are assembled on the bottom of the outer tub, and then the inner tub roof and the outer tub roof are raised by the jack-up device, By installing the inner tank side plates on the tank roof sequentially from the uppermost one to the lowermost one, the simultaneous construction of the metal inner tank and the concrete outer tank is realized.

Japanese Patent Laid-Open No. 7-62924

  By the way, in the said conventional method, in order to support the next inner tank side plate attached to the lower side of the inner tank side plate raised by the jack-up device, a gate type frame is installed (in FIG. 8 of Patent Document 1). , Referred to as the knuckle mount 8-4). As a means for conveying the inner tank side plate taken from the construction port to a predetermined welding position, for example, a means for providing a roller on the portal frame and rolling and conveying the inner tank side plate can be considered.

  However, when a roller is provided on the gate-type mount, there is a problem that the support level of the inner tank side plate is increased and the assembly level of the roof is also increased accordingly. Conversely, if the support level of the portal frame is lowered to provide a roller, there is a problem that the working space of the annular portion constructed under the portal frame becomes narrow. In addition, a groove shape for welding the next inner tank side plate is formed on the lower side of the inner tank side plate, and when the roller is rolled over the roller, the groove shape may be crushed. There is.

  The present invention has been made in view of the above-described problems. The inner tank side plate is conveyed to a predetermined welding position without affecting other operations and without crushing the groove shape. An object is to provide a method for constructing a cylindrical tank that can be assembled.

In order to solve the above-described problems, the present invention provides a method for raising an inner tank side plate by a jack-up device and a next inner tank side plate to the lower side of the raised inner tank side plate inside a concrete outer tank. It is a construction method of a cylindrical tank having a step of assembling a metal inner tank by alternately repeating welding, and a portal frame for supporting the inner tank side plate is provided along the inner side of the outer tank. A step of installing a plurality of steps, and a step of installing a roller unit including a support roller having a groove corresponding to a groove shape of the inner tank side plate between adjacent gate-type mounts. Is adopted.
By adopting this method, in the present invention, a plurality of gate-type stands are installed along the inside of the outer tub, and a roller unit is installed between the adjacent gate-type stands. Since the roller unit is installed in a space between the gate-type gantry and the gate-type gantry, the support level of the inner tank side plate by the support roller can be lowered to a support level equivalent to that of the gate-type gantry. Moreover, since the support roller has the groove | channel according to the groove shape of the inner tank side plate in the surrounding surface, it can suppress the local load concerning the groove shape of an inner tank side plate small.

In the present invention, a method is adopted in which the rotation shaft of the support roller is rotatably supported below the support surface of the portal frame.
By adopting this method, in the present invention, the support shaft of the inner tank side plate by the support roller can be lowered by rotatably supporting the rotation shaft of the support roller below the support surface of the portal frame. .

Moreover, in this invention, the method that the said support roller is supported so that sliding in the axial direction of the rotating shaft is employ | adopted is employ | adopted.
By adopting this method, in the present invention, the inner tank side plate can be smoothly conveyed by supporting the support roller so as to be slidable in the axial direction of the rotation shaft. That is, the inner tank side plate has a predetermined curvature due to milling at the factory, but the bending state varies due to the processing accuracy and the influence in the conveying process. For this reason, by making the support roller slidable flexibly according to the individual shape of the inner tank side plate, for example, it is avoided that the inner tank side plate is caught in the groove of the support roller and cannot be conveyed. be able to.

Moreover, in this invention, the said support roller employ | adopts the method that the said inner tank side plate joined in the circumferential direction is supported so that sliding is possible in the direction which diameter-reduces by welding.
By adopting this technique, in the present invention, when a plurality of inner tank side plates are connected in the circumferential direction, the inner tank side plate is reduced in diameter by welding shrinkage and moves inward. By making it slidable, the inner tank side plate can be appropriately supported before and after connecting the inner tank side plate in the circumferential direction.

Moreover, in this invention, the method that the said roller unit is provided with the guide roller pair which guides both surfaces of the said inner tank side plate is employ | adopted.
By adopting this method, in the present invention, the inner tank side plate can be prevented from falling by guiding both surfaces of the inner tank side plate with the guide roller pair.

In the present invention, a technique is adopted in which the peripheral surfaces of the guide roller pair are opposed to each other with a distance greater than the thickness of the inner tank side plate.
By adopting this method, in the present invention, the distance between the opposing circumferential surfaces of the guide roller pair is opened more than the thickness of the inner tank side plate, thereby ensuring a space in which the inner tank side plate can freely move in the thickness direction. Therefore, the movement corresponding to each shape and welding shrinkage of the inner tank side plate can be allowed while preventing the inner tank side plate from overturning.

  According to the present invention, a cylindrical tank construction method capable of transporting an inner tank side plate to a predetermined welding position and assembling an inner tank without affecting other operations and without breaking the groove shape. Is obtained.

It is explanatory drawing which shows the 1st process of the construction method in embodiment of this invention. It is a top view which shows arrangement | positioning of the gate type mount frame in embodiment of this invention. It is a top view which shows the structure of the roller unit in embodiment of this invention. It is arrow AA sectional drawing in FIG. It is arrow BB sectional drawing in FIG. It is explanatory drawing which shows the effect | action of the roller unit in embodiment of this invention. It is explanatory drawing which shows the 2nd process of the construction method in embodiment of this invention. It is explanatory drawing which shows the 3rd process of the construction method in embodiment of this invention. It is a principal part enlarged view which shows the support level of the inner tank side plate in embodiment of this invention. It is explanatory drawing which shows the 4th process of the construction method in embodiment of this invention. It is explanatory drawing which shows the 5th process of the construction method in embodiment of this invention. It is explanatory drawing which shows the 6th process of the construction method in embodiment of this invention.

  Hereinafter, the construction method of the cylindrical tank of the present invention will be described with reference to the drawings. In the following description, a ground type PC (prestressed concrete) double-shell storage tank for storing LNG is exemplified as the cylindrical tank.

  As shown in FIG. 1, in this method, first, construction of a substantially disc-shaped foundation plate 1 is performed. A base portion 3 for assembling the PC wall 2 (outer tank) is provided on the outer peripheral edge of the base plate 1 in a protruding manner. Moreover, the inner tank anchor strap 4 is installed along the inner side of the foundation part 3. Further, the PC wall 2 is placed on the foundation 3. When placing the PC wall 2, a scaffold 5 is provided on both the inside and the outside, and a formwork (not shown) is installed.

  Next, the bottom liner 6 is laid on the foundation plate 1. In addition, the roof mount 7 is assembled at the center of the base plate 1. Moreover, the construction port 8 for taking in the inner tank side plate 9 one by one in the base end part of the PC wall 2 is formed. A plurality of gate-type mounts 10 for assembling the inner tank side plate are installed along the inside of the base end of the PC wall 2. The gate-type gantry 10 is installed so that a cylindrical inner tank formed by combining a plurality of inner tank side plates 9 straddles the annular area X, which is an area to be finally lowered on the base plate 1.

  In this method, as shown in FIG. 2, two gate-type mounts 10 are installed as a set. A plurality of the gate-type mounts 10 are installed as a set at a predetermined interval along the inner periphery of the PC wall 2. In addition, a roller unit 100 is installed between adjacent gate-type mounts 10 in a set. The roller unit 100 is for conveying the inner tank side plate 9 taken in through the construction port 8 to a predetermined position in the circumferential direction.

  As illustrated in FIG. 3, the roller unit 100 includes a plurality of support rollers 110 and a plurality of guide roller pairs 120. In this method, six support rollers 110 are installed side by side, and a guide roller pair 120 is installed at the top and rear of the support roller 110 array. The rotating shaft 111 of the support roller 110 is rotatably supported by a bearing 112. The rotating shaft 121 of the guide roller pair 120 is rotatably supported by a bearing 122 (see FIG. 4).

  As shown in FIG. 4, the rotation shaft 111 of the support roller 110 is rotatably supported below the support surface 10 a of the portal frame 10. The roller unit 100 includes an attachment plate 101 to which a plurality of support rollers 110 are attached, and a beam member 102 that is laid between a pair of portal mounts 10. The beam member 102 is H-shaped steel. The portal frame 10 is also H-shaped steel. In this method, the beam member 102 is installed between the upper and lower flanges 10 b of the portal frame 10.

  In this method, the beam member 102 is screwed and fixed to the lower flange 10b of the portal gantry 10 through a shim 103 for height adjustment. Thereby, the support level of the inner tank side plate 9 by the support roller 110 can be lowered to a support level equivalent to that of the portal frame 10. As shown in FIG. 5, the support roller 110 has a groove 113 on the peripheral surface 110 a corresponding to the groove shape 9 a formed on the lower side of the inner tank side plate 9. The groove 113 is a V-shaped groove having the same angle as the groove angle of the inner tank side plate 9.

  The guide roller pair 120 is for guiding both the inward surface 9b1 and the outward surface 9b2 of the inner tank side plate 9. The support roller 110 is provided to be rotatable about an axis extending in the horizontal direction, whereas the guide roller pair 120 is provided to be rotatable about an axis extending in the vertical direction. The peripheral surfaces 120a of the guide roller pair 120 are disposed to face each other in the horizontal direction with the inner tank side plate 9 interposed therebetween.

  As shown in FIG. 6, the support roller 110 is supported so as to be slidable in the axial direction of the rotation shaft 111. That is, as shown in FIG. 5, the rotating shaft 111 of the support roller 110 is inserted into the hole portion of the bearing 112 and is slidably supported with a predetermined width in the axial direction. Further, the rotation shaft 111 of the support roller 110 extends in the radial direction of the tank. For this reason, the support roller 110 is slidably supported in the radial direction of the tank.

  As shown in FIG. 6, the circumferential surfaces 120 a of the guide roller pair 120 face each other with a distance greater than the thickness t of the inner tank side plate 9. That is, the clearance c between the peripheral surfaces 120 a of the opposing guide roller pair 120 is set to be larger than the thickness t of the inner tank side plate 9. As a result, the inner tank side plate 9 is slidable in the axial direction (the radial direction of the tank) within the range of the clearance c. The slide width of the inner tank side plate 9 is set based on the processing accuracy of the inner tank side plate 9 and the welding shrinkage of the inner tank side plate 9.

  Returning to FIG. 2, in this method, the inner tank side plate 9 is placed on the roller unit 100 installed between the gate-type mounts 10, and conveyed in the circumferential direction along the inner side of the PC wall 2 (in FIG. 2). The conveyance path of the inner tank side plate 9 is indicated by a two-dot chain line). As shown in FIG. 5, the support roller 110 has a groove 113 corresponding to the groove shape 9 a of the inner tank side plate 9 on the peripheral surface 110 a, so that the local load applied to the groove shape 9 a of the inner tank side plate 9. Can be kept small. For this reason, even if the inner tank side plate 9 is rolled on the roller unit 100, the groove shape 9a is not crushed.

  Since the inner tank side plate 9 is transported upright, the inner tank side plate 9 itself also straddles the space (the space where the roller unit 100 is not installed) between the pair of gate-type mounts 10 shown in FIG. Therefore, it is difficult to bend and smooth conveyance is possible. Moreover, since the roller unit 100 has the guide roller pair 120 which guides both surfaces of the inner tank side plate 9, as shown in FIG. 3, it can prevent the standing inner tank side plate 9 from overturning.

  Moreover, in this method, as shown in FIG. 6, the inner tank side plate 9 can be smoothly conveyed by supporting the support roller 110 slidably in the axial direction of the rotating shaft 111. That is, the inner tank side plate 9 has a predetermined curvature by milling at a factory, but the bending state varies due to processing accuracy and influence in the conveying process. For this reason, by making the support roller 110 slidable flexibly according to the individual shape of the inner tank side plate 9, for example, the inner tank side plate 9 is formed in the groove 113 of the support roller 110 on the conveyance path shown in FIG. 2. It is possible to avoid such a situation that it is hard to bite and cannot be transported.

  If the inner tank side plate 9 is conveyed to a predetermined welding position, the adjacent inner tank side plates 9 are welded to each other and joined together in the circumferential direction so as to be cylindrical as a whole as shown in FIG. When the inner tank side plates 9 are welded to each other, although it depends on the size of the inner tank side plates 9, a welding shrinkage of about 2 mm per sheet occurs. Since the inner tank side plate 9 is connected to dozens to several tens of sheets, when this weld shrinkage is added, the inner tank side plate 9 connected in a cylindrical shape is reduced in diameter as a whole, and moves to the inside of the tank minutely. .

  Here, the support roller 110 is slidably supported in a direction in which the inner tank side plate 9 joined in the circumferential direction is reduced in diameter by welding. That is, the rotating shaft 111 of the support roller 110 extends in the radial direction of the tank and is slidable in that direction. For this reason, even if the inner tank side plate 9 is reduced in diameter due to welding shrinkage and moves to the inside of the tank, the support roller 110 slides corresponding to the movement, and the inner tank side plate 9 can be appropriately supported before and after welding. it can.

  Further, as shown in FIG. 6, the peripheral surfaces 120 a of the guide roller pair 120 face each other with a distance greater than the thickness t of the inner tank side plate 9. For this reason, the space where the inner tank side plate 9 can move freely in the thickness direction can be secured. Therefore, in this method, the movement corresponding to each shape and welding shrinkage of the inner tank side plate 9 can be permitted while preventing the inner tank side plate 9 from overturning.

  As shown in FIG. 1, after the inner tank side plates 9 are connected in a cylindrical shape on the gate-type gantry 10, the knuckle plate 11 is then assembled to the upper end of the inner tank side plate 9 as shown in FIG. Moreover, the structural member 12 of the annular part 13 (refer FIG. 8), such as a pearlite concrete block and a structural lightweight concrete block, is temporarily set | placed on the annular area X under the portal-type mount frame 10. FIG. Further, the inner tank roof 14 is assembled on the roof mount 7. Further, the inner tank side plate 9 is assembled to the outer peripheral edge portion of the inner tank roof 14 via the knuckle plate 11.

  Here, in this method, a plurality of gate-type stands 10 are installed along the inside of the PC wall 2, and the roller unit 100 is installed between the adjacent gate-type stands 10. As shown in FIG. 4, since the roller unit 100 is installed in a space between the gate-type gantry 10 and the gate-type gantry 10, the support level of the inner tank side plate 9 by the support roller 110 is equal to that of the gate-type gantry 10. Can be lowered to the support level.

  As shown in FIG. 7, the assembly level of the inner tank roof 14 depends on the support level of the inner tank side plate 9. If the assembly level of the inner tank roof 14 is increased, there is a problem that it interferes with the scaffold 5 provided inside the PC wall 2 and the simultaneous construction of the PC wall 2 and the inner tank roof 14 becomes difficult. Since the rotation shaft 111 of the roller 110 is rotatably supported below the support surface 10a of the gate-type gantry 10, the assembly level of the inner tank roof 14 does not increase. Therefore, by installing the roller unit 100 between the adjacent gate-type mounts 10, it is possible to prevent the assembly work of the inner tank roof 14 from being affected.

  As shown in FIG. 7, in this method, the PC wall 2 above the knuckle plate 11 above the base plate 1 and between the inner and outer tanks 15 (between the PC wall 2 and the inner tank side plate 9). In addition, a plurality of suspension-side jack mounts 16 (suspending points) are installed in the circumferential direction of the tank. The suspension-side jack mount 16 is provided so as to protrude substantially horizontally from the PC wall 2 having a predetermined height toward the inside of the tank. The suspension-side jack mount 16 is fastened and fixed to, for example, an anchor plate embedded in the PC wall 2 in a strong and detachable manner.

  The knuckle plate 11 is provided with a plurality of knuckle reinforcing members 17 corresponding to the plurality of suspension side jack mounts 16. The knuckle reinforcement 17 projects from the knuckle plate 11 toward the inner / outer tank 15. Further, the knuckle reinforcing member 17 serves as a suspended base. A jack-up device 18 is installed between the suspension-side jack mount 16 and the knuckle reinforcing member 17. The jack-up device 18 is a center hole jack. The device main body is installed on the suspension-side jack mount 16 and the lower end of the jack-up rod 19 is attached to the knuckle reinforcement member 17.

  When the jackup device 18 is installed in this manner, as shown in FIG. 8, the roof mount 7 is removed, and the knuckle plate 11 is lifted by the jackup device 18 to raise the inner tank side plate 9. When the jack-up device 18 is raised by one stroke of the jack-up rod 19 (corresponding to the vertical width of the inner tank side plate 9 alone in this embodiment), the jack is raised to the space formed at the lower part of the inner tank side plate 9. The next inner tank side plate 9 is carried in. Note that the jack-up rod 19 has a structure that can be divided into a plurality of rods. If the jack-up rod 19 interferes with the scaffold 5, the upper end portion is divided and shortened.

  As shown in FIG. 9, the next inner tank side plate 9 carried in from the construction port 8 is placed on the roller unit 100. In order to prevent the inner tank side plate 9 from falling, it is preferable to attach an auxiliary guide 20 that sandwiches the upper inner tank side plate 9 that is jacked up. The inner tank side plate 9 is lifted by a trolley crane 21 provided between the inner and outer tanks 15, placed on the roller unit 100, and conveyed to a predetermined welding position.

  In addition, during this process, the cold insulation work of the annular portion 13 is performed in parallel under the portal frame 10. The cold insulation work of the annular portion 13 is performed by assembling the pearlite concrete blocks 41A and 41B and the structural lightweight concrete block 42 on the bottom cooling resistance reducing material 39 and attaching the annular plate 43 thereon. The annular portion 13 finally supports the assembled inner tank side plate 9, the annular plate 43 is formed thick, and its cold insulation structure is formed of a hard material such as a concrete block.

  As shown in FIG. 9, the working space of the annular portion 13 depends on the height of the support level of the gate-type gantry 10. If the support level of the gate-type gantry 10 is lowered, there is a problem that the work space below the gate-type gantry 10 becomes narrow, but the roller unit 100 is located in the space between the gate-type gantry 10 and the gate-type gantry 10. Since the roller unit 100 is provided, the support level of the portal gantry 10 is not lowered. Therefore, by installing the roller unit 100 between the adjacent gate-type mounts 10, it is possible to prevent the cold insulation work of the annular portion 13 from being affected.

  Next, when the cold insulation work of the annular portion 13 is completed, the leg portion 10 c arranged inside the tank with respect to the annular portion 13 is replaced on the annular portion 13. By such replacement, there is no interference on the inside of the tank with respect to the annular portion 13, so that the cold insulation work at the center portion on the base plate 1 can be performed. In the cold insulation work in the central portion, as shown in FIG. 10, the foam glass 40 is placed on the bottom cooling resistance reducing material 39. Then, a pearlite concrete block (not shown) and an inner tank bottom plate (not shown) are laid on top of each other in this order.

  Further, the outer tank roof 22 is assembled on the inner tank roof 14. The outer tank roof 22 is connected to the inner tank roof 14 by a connecting material (not shown), and is assembled integrally with the inner tank roof 14. Moreover, if the PC wall 2 is assembled, the jackup apparatus 18 is installed in the top part, and a suspending point is changed. On the gate-type gantry 10, the inner tank side plates 9 arranged in an annular shape are welded to each other, and the inner tank side plates 9 arranged in the vertical direction are welded to each other so that the inner tank side plates 9 are integrated into a cylindrical shape. Form. In this way, the raising of the inner tank side plate 9 by the jack-up device 18 and the attachment of the next inner tank side plate 9 to the lower side of the raised inner tank side plate 9 are repeated alternately, and the inner tank side plate 9 is moved to the uppermost position. Install in order from the top to the bottom.

  Next, as shown in FIG. 11, when the attachment of the inner tank side plate 9 to the lowermost stage is completed, the portal frame 10 is removed, and the lower end of the lowermost stage of the inner tank side plate 9 is lowered onto the annular portion 13, Attached to the inner tank anchor strap 4 installed in the base plate 1. Thereby, the inner tank 30 is completed. Moreover, the outer tub roof 22 jacked up together with the inner tub roof 14 is disconnected from the inner tub roof 14 by a connecting material (not shown) and installed on the upper end portion of the PC wall 2 assembled to the top. Further, the side liner 2 a is attached to the inner wall surface of the PC wall 2. Further, an elevating staircase 23 is provided outside the PC wall 2. A roof staircase 24 is provided on the outer tank roof 22. Moreover, the pump barrel 25 is carried in.

Thereafter, the knuckle reinforcement member 17 is cut off and the jackup device 18 is removed. After that, tension work on the PC wall 2 is performed. Then, after closing the construction port 8 and installing the pump barrel 25, water pressure is applied and a pressure and airtight test is performed.
Finally, as shown in FIG. 12, a cold insulation material 44 is arranged between the inner and outer tanks 15 and a cold insulation material 44 is arranged on the back side of the inner tank roof 14 to perform the cold insulation work. The cylindrical tank 50 is constructed through the cold insulation work.

  Therefore, according to the above-described embodiment, the inner tank side plate 9 is lifted by the jack-up device 18 inside the PC wall 2 and the next inner tank side plate 9 is welded to the lower side of the raised inner tank side plate 9. And a method of constructing a cylindrical tank 50 having a process of assembling a metal inner tub 30 by alternately repeating a gate-type gantry 10 for supporting the inner tub side plate 9 on the inner side of the PC wall 2. A step of installing a plurality of roller units 100 provided between the adjacent gate-type mounts 10 with a support roller 110 having a groove 113 corresponding to the groove shape 9a of the inner tank side plate 9 on the peripheral surface 110a. The inner tank 30 is conveyed to a predetermined welding position without affecting the other work and without crushing the groove shape 9a. Assembling Method for constructing a cylindrical tank 50 which can be obtained.

  As mentioned above, although preferred embodiment of this invention was described referring drawings, this invention is not limited to the said embodiment. Various shapes, combinations, and the like of the constituent members shown in the above-described embodiments are examples, and various modifications can be made based on design requirements and the like without departing from the gist of the present invention.

For example, in the above embodiment, the method of arranging six support rollers side by side on the roller unit has been described, but the present invention is not limited to this method, and the number of support rollers may be more or less than six.
Further, for example, in the above-described embodiment, a method of setting two guide roller pairs in the roller unit has been described. However, the present invention is not limited to this method, and the number of guide roller pairs may be less than or equal to two. May be.

Further, for example, in the above-described embodiment, a method has been described in which the mounting plate to which the support roller is attached and the beam member installed between the gate-type mounts are separated, but the present invention is not limited to this method. The mounting plate and the beam member may be integrated.
Note that by making the mounting plate and the beam member separate, the height of the support roller can be easily adjusted by bolting with a shim or the like sandwiched between the mounting plate and the beam member.

  Further, for example, in the above-described embodiment, the method of installing the roller unit between the adjacent portal mounts as a set has been described. However, the present invention is not limited to this method, and the roller unit is set as a set. It may be installed between the gate-type mounts that are not.

  In addition, for example, a method of installing two portal mounts in pairs has been described, but the present method is not limited to this method, and a plurality of portal mounts may be installed at equal intervals in the circumferential direction. Even if it is this method, if a roller unit is installed between adjacent gate type mounts, the effect similar to the said embodiment is acquired.

Further, for example, in the above-described embodiment, the method of forming the portal frame with the H-shaped steel has been described. However, the present invention is not limited to this method, and the portal frame may be formed with another structural steel.
In addition, if it is H-section steel, since the lower flange shape is suitable for attaching a roller unit, installation of a roller unit becomes easy.

  Moreover, for example, in the above-described embodiment, the method of forming the V-shaped groove on the peripheral surface of the support roller has been described. However, the present invention is not limited to this method, and a groove shape (for example, adopted for the inner tank side plate) The groove is preferably formed in accordance with JIS standard I-type, V-type, Le-shaped, X-shaped, U-shaped, K-shaped, J-shaped, double-sided J-shaped, H-shaped groove shape.

  Further, for example, in the above-described embodiment, the method of making the support roller slidable in the axial direction has been described, but in order to facilitate the placement of the inner tank side plate, a method of determining the reference position of the support roller is adopted. Also good. For example, a reference line of the support roller may be set using a marking line as a mark on the rotating shaft of the support roller. Further, for example, a method may be employed in which when the inner tank side plate is jacked up with a spring interposed therebetween, the support roller automatically returns to the reference position by the bias of the spring.

  Further, for example, in the above-described embodiment, the method of making the support roller slidable with the same width to the left and right with respect to the reference position has been described. However, the present invention is not limited to this method, and the support roller It may be possible to slide large. According to this method, since the support roller can move largely in the direction in which the inner tank side plate contracts, the weld shrinkage can be suitably absorbed.

  Further, for example, in the above-described embodiment, a method has been described in which the rotating shaft of the support roller is slidably supported with respect to the bearing, and the support roller is slid in the axial direction, but the present invention is not limited to this method. A method of sliding the roller unit itself may be employed.

  Further, for example, the present technique can be naturally applied not only to the above-described embodiment but also to a technique of jacking up the inner tank side plate according to the prior art.

  DESCRIPTION OF SYMBOLS 2 ... PC wall (outer tank), 9 ... Inner tank side plate, 9a ... Groove shape, 10 ... Gate-type mount, 10a ... Support surface, 18 ... Jackup apparatus, 30 ... Inner tank, 100 ... Roller unit, 110 ... Support roller, 110a ... peripheral surface, 111 ... rotating shaft, 113 ... groove, 120 ... guide roller pair, 120a ... peripheral surface, t ... thickness

Claims (6)

Inside the concrete outer tub, the inner tub side plate is lifted by a jack-up device and the welding of the next inner tub side plate to the lower side of the raised inner tub side plate is alternately repeated to form a metal inner tub. A method of constructing a cylindrical tank having a process of assembling
A step of installing a plurality of gate-type mounts for supporting the inner tank side plate along the inner side of the outer tank;
And a step of installing a roller unit including a support roller having a groove corresponding to a groove shape of the inner tank side plate on a peripheral surface between the adjacent portal mounts. How to build.   The method for constructing a cylindrical tank according to claim 1, wherein a rotation shaft of the support roller is rotatably supported below a support surface of the portal frame.   The method for constructing a cylindrical tank according to claim 1, wherein the support roller is slidably supported in the axial direction of the rotation shaft.   The cylinder according to any one of claims 1 to 3, wherein the support roller is slidably supported in a direction in which the inner tank side plates joined in the circumferential direction are reduced in diameter by welding. How to build a mold tank.   The said roller unit is equipped with the guide roller pair which guides both surfaces of the said inner tank side plate, The construction method of the cylindrical tank as described in any one of Claims 1-4 characterized by the above-mentioned.   The construction method of the cylindrical tank according to claim 5, wherein the circumferential surfaces of the guide roller pair are opposed to each other with a distance from the thickness of the inner tank side plate.

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