JP4748417B2 - Cylindrical storage tank side plate replacement repair method - Google Patents

Description

  The present invention relates to a side plate replacement repair method in which when a peripheral wall of a cylindrical storage tank, that is, a side plate is damaged by corrosion or the like, the portion is cut and removed and a new side plate is attached and repaired.

  Large storage tanks with cylindrical steel side plate peripheral walls, after a long time after construction, especially because the side plates are thin and subject to strong roof loads and wind and rain, they are severely damaged by corrosion, There is a need to replace and repair.

Replacement of the side plate of the conventional cylindrical storage tank is omitted, but first, a high total scaffolding from the ground to the roof is temporarily installed on the entire outer periphery of the peripheral wall of the side wall of the cylindrical storage tank.
On this scaffold, an operator cuts the side plate peripheral wall by gas cutting or the like to block it, descends the blocked side plate peripheral wall with a heavy machine such as a hanging device or a crane, and disassembles the new side plate to the crane or the like. It is lifted and installed by heavy equipment.

Moreover, as a procedure for replacing the side plate of the cylindrical storage tank without using the total scaffold as described above, as shown in FIGS. 4a to 4c, (a) a bracket along the circumferential direction using a hanging gondola device Install the scaffold, (b) install the reinforcing ring and vertical stay using this bracket scaffold, cut and take out the replacement side plate, install the new side plate, perform welding and inspection, (c) Finally A hanging gondola is used to repair and inspect the jig trace on the bottom bracket scaffold.
4a to 4c, 21 is a storage tank body, 22 is a roof plate, 23 is a side plate, and 24 is a top angle of a corner portion.
A gondola 25 is installed using the top angle 24 or a new rail as a guide, and the upper bracket scaffold 26 and the lower bracket scaffold 27 are attached using the gondola 25. Reference numeral 29 denotes a side plate to be replaced.
As shown in FIG. 4b, 30 is a new side plate and 31 is a crane.
As shown in FIG. 4c, the gondola 25 is used to remove the lower bracket scaffold 27 and repair and inspect the jig trace.

In the operation shown in FIG. 4b, as shown in FIG. 5, after the side plate 29 to be replaced with the upper bracket scaffold 26a is cut and removed, a new side plate 30 with the upper bracket scaffold 26b is removed by the crane 31. Carry in.

As a prior art technique for replacing the side plate of the cylindrical storage tank, there is a “tank side plate replacement method” disclosed in, for example, Japanese Patent Laid-Open No. 8-270226.
The technology of the present invention is a side plate replacement method in the case where a damaged part of a tank side plate is updated in a place where a crane vehicle cannot be used. After fixing to the threading member with hose shoe, the side plate is replaced and updated sequentially from the lower stage using a side plate lifting jig provided on the roof.

Further, a conventional technique that enables the side plate of the cylindrical storage tank to be dismantled and repaired with good workability is disclosed in, for example, "Storage tank dismantling method" in JP-A-10-131520.
This invention cuts and separates the wind girder of the storage tank to be dismantled from the side plate without requiring heavy machinery such as a total scaffold or a crane, and effectively uses it as a work platform for dismantling, moving downward and moving downward from above. It was formed to be dismantled toward

Furthermore, a conventional technique that enables the side plate of the cylindrical storage tank to be dismantled and repaired with high work efficiency is disclosed in, for example, “Cylindrical Tank Disassembly Method and Gondola Device” of Japanese Patent Application Laid-Open No. 10-153000.
The present invention suspends a gondola device so as to be able to run on the upper side edge of the side plate of the storage tank to be disassembled without requiring heavy machinery such as a total scaffold and a crane, and provides a working scaffold and a suspension device on this gondola device, It is formed so as to be continuously disassembled along a spiral shape from above to below.

JP-A-8-270226 JP-A-10-131520 Japanese Patent Laid-Open No. 10-153000

  Replacement of the side plates of conventional cylindrical storage tanks requires temporary scaffolding over the entire circumference of the storage tank, cutting and removing the side plate peripheral walls, and dismantling, so a complex scaffold with a large number of members is required. It is necessary, the assembly work of temporary scaffolding and dismantling / removal work of the total scaffold is complicated, it takes time, and the work efficiency is reduced, and the work of dismantling the peripheral wall of the storage tank and the work of dismantling and removing the scaffolding are performed in parallel. However, considerable consideration was required. In general, even in the case of partial replacement of the upper side plate, a large total scaffold was used.

In addition, the side plate replacement of the conventional cylindrical storage tank shown in FIGS. 4 and 5 requires that a bracket scaffold with a large number of members be attached around the side wall of the storage tank, and installation of a mounting jig for this bracket scaffold The work and dismantling and removal work was complicated and time consuming, and the work efficiency had to be reduced.
In addition, a lot of jig marks were generated, and a lifting gondola was required for the repair work.
And it took a great deal of labor to repair the jig trace so that no defect remained, and the inspection of that portion was necessary.

In the “tank side plate replacement method” disclosed in Japanese Patent Laid-Open No. 8-270226, it is necessary to provide a disassembly jig inside the storage tank, and the disassembly work cannot be performed outside the storage tank.

In addition, the “disassembly method of storage tank” disclosed in Japanese Patent Laid-Open No. 10-131520 cannot be applied to a storage tank without a storage window guard.

In addition, “Cylindrical storage tank dismantling method and gondola device” disclosed in Japanese Patent Application Laid-Open No. 10-153000 discloses that the top angle and the like are continuously attached to the traveling rail in order to suspend the gondola device on the upper edge of the side plate of the storage tank so as to be able to run on its own. Therefore, it took time and labor to hold the traveling rail and to install and manage the gondola device, and it was not suitable for partial replacement of the side plate.

  The object of the present invention has been made in view of the above-mentioned problems of the prior art, and it is possible to replace the side plate in a predetermined range with good work efficiency by using a suspension scaffold device having a simple and detachable structure. A side plate replacement repair method for a cylindrical storage tank is provided.

The method for repairing and repairing the side plate of the cylindrical storage tank according to the first aspect of the invention includes the roof plate 2 and the side plate 3 of the side plate 3 of the storage tank body 1 above the side plate 6 to be replaced when the side plate of the cylindrical storage tank is replaced. A plurality of roof outer peripheral openings 5 (5A, 5B)... Are alternately provided by cutting the roof plate 2 at intervals in the vicinity of the top angle 4 at the corner where the top plate 4 intersects. The roof outer peripheral opening 5A of the top angle 4 is suspended by a scaffold device 7A provided outside the storage tank, and the roof outer peripheral opening 5B is separated from the inside and outside of the storage tank so that the scaffold device 7B provided inside the storage tank is suspended. A scaffold device 7 (7A, 7B) formed in a detachable frame 8 structure including a vertical member 8a , a horizontal member 8b, and a bending member 8c is installed, and the frame body of the scaffold device 7 (7A, 7B) is installed. 8 horizontally projecting from the vertical member 8a A scaffolding material 9 is attached, the lower part of the scaffolding support material 9 is supported by an inclined material 10, and a spacing member 11 from the vertical member 8a to the side plate 3 is provided, and the scaffolding device 7 (7A, 7B) adjacent to the scaffolding device 7 is provided. The scaffolding plate 12 is stretched over and fixed to the upper part between the receiving materials 9, 9, a handrail 13 for safety is attached to form a scaffolding area, and the side plate 6 is used by using this scaffolding device 7 (7 A, 7 B). The replacement work is performed.

Then, on the scaffold device 7A, a vertical stay for reinforcing and positioning is installed in a predetermined range of the side plate 6 to be replaced, the predetermined first side plate 6 is gas cut, the crane 14 is used to take out the side plate 6 and The first new side plate 15 is inserted into the take-out portion, then the second side plate 6 is cut and taken out, the second new side plate 15 is inserted into the take-out portion, assembled, positioned and attached, and then the storage tank The external scaffold device 7A is returned to the original position to perform welding and inspection work. Thus, using the scaffold device 7 (7A, 7B), the plurality of side plates 6 are sequentially replaced, and then vertical welding and About horizontal welding, inspection of the welded part, repair and inspection of the jig trace from which the vertical stay has been removed , continuous replacement along the circumferential direction, and replacement of the lower side plate 6 It is similarly the scaffold 7 7A, 7B) performs a replacement work of the side plates 6 using.

The method for repairing and repairing the side plate of the cylindrical storage tank according to the first aspect of the invention includes the roof plate 2 and the side plate 3 of the side plate 3 of the storage tank body 1 above the side plate 6 to be replaced when the side plate of the cylindrical storage tank is replaced. A plurality of roof outer peripheral openings 5 (5A, 5B)... Are alternately provided by cutting the roof plate 2 at intervals in the vicinity of the top angle 4 at the corner where the top plate 4 intersects. The roof outer peripheral opening 5A of the top angle 4 is suspended by a scaffold device 7A provided outside the storage tank, and the roof outer peripheral opening 5B is separated from the inside and outside of the storage tank so that the scaffold device 7B provided inside the storage tank is suspended. A scaffold device 7 (7A, 7B) formed in a detachable frame 8 structure including a vertical member 8a , a horizontal member 8b, and a bending member 8c is installed, and the frame body of the scaffold device 7 (7A, 7B) is installed. 8 horizontally projecting from the vertical member 8a A scaffolding material 9 is attached, the lower part of the scaffolding support material 9 is supported by an inclined material 10, and a spacing member 11 from the vertical member 8a to the side plate 3 is provided, and the scaffolding device 7 (7A, 7B) adjacent to the scaffolding device 7 is provided. The scaffolding plate 12 is stretched over and fixed to the upper part between the receiving materials 9 and 9, a handrail 13 for safety is attached to form a scaffolding area, and the side plate is replaced using this scaffolding device 7 (7A, 7B). Since the work is performed, it is possible to efficiently and safely replace and repair the side plate 6 in a predetermined range that needs to be replaced while assembling, installing, and dismantling and removing the scaffold device 7 (7A, 7B) .
Thus, since the scaffolding device 7 (7A, 7B) having a suspended structure with a frame is a detachable structure that suspends the roof plate 2 on the outer periphery of the roof to the opened top angle portion, It is possible to replace and repair the adjacent side plates 6 sequentially while performing assembly and installation and dismantling and removal.

Then, on the scaffold device 7, a vertical stay for reinforcing and positioning is installed in a predetermined range of the side plate 6 to be replaced, the predetermined first side plate 6 is gas cut, the crane 14 is used to take out the side plate 6 and The first new side plate 15 is inserted into the take-out portion, then the second side plate 6 is cut and taken out, the second new side plate 15 is inserted into the take-out portion, assembled, positioned and attached, and then the storage tank The external scaffold device 7A is returned to the original position to perform welding and inspection work. Thus, using the scaffold device 7, a plurality of side plates 6 are sequentially replaced, and then vertical welding and horizontal welding are performed. Inspection of the welded portion, and repair and inspection of the jig trace from which the vertical stay has been removed , continuously repaired along the circumferential direction, and similarly for replacement repair of the lower side plate 6, the scaffold 7 (7A, 7B) Since the replacement work of the side plate 6 by use, be done using a universal scaffold device 7 is simple to install and assemble (7A, 7B), work efficiently, a repair replacement side plates 6 in a predetermined range examined Can do.
In addition, it is not necessary to use a total scaffolding or a large-scale dismantling scaffolding device, and it is possible to perform work efficiently and efficiently in a short time, requiring great consideration and cost for repairing and inspection of jig traces. There is nothing.

A side plate replacement repair method for a cylindrical storage tank according to the present invention will be described with reference to FIGS.
FIG. 1a is an explanatory front view of the state in which the scaffold device is installed when the side plate is replaced, as viewed from the outside of the storage tank, and FIG. 1b is a side view of FIG. 1a.
FIG. 2 is an explanatory view of the state in which the side plate is lifted and replaced as seen from the inside of the storage tank.
3a to 3c are front explanatory views showing a procedure for replacing the side plate.
Although the illustrated example shows a storage tank with a roof, in the case of a floating roof storage tank without a roof, the scaffolding device is installed directly on the top angle without opening the roof plate, and the side plate is removed. Perform replacement repair.

As shown in FIG. 1a, above the side plate 6 to be replaced, the roof plate 2 is cut at an interval in the vicinity of the top angle 4 at the corner where the side plate 3 and the side plate 3 of the storage tank body 1 intersect. Thus, a plurality of roof outer peripheral openings 5 (5A, 5B).
A scaffold device 7 (7A, 7B)... Is detachably suspended from the top angle 4 located in the roof outer periphery opening 5 (5A, 5B).
A scaffold device 7A provided outside the storage tank is suspended from the roof outer peripheral opening 5A, and a scaffold device 7B provided inside the storage tank is suspended from the roof outer peripheral opening 5B. In this way, the inner and outer scaffold devices 7A and 7B are installed so that the roof outer peripheral openings 5A and 5B serving as suspension positions are alternately arranged.

As shown in FIG. 1b, the scaffold device 7A indicated by a solid line is installed outside the storage tank, and the two-dot chain scaffolding device 7B is installed inside the storage tank.
Scaffold device 7 (7A, 7B) is formed in frame 8 of a detachable structure which consists of vertical member 8a, horizontal member 8b, and bending member 8c.
A scaffold receiving member 9 that extends horizontally from the vertical member 8 a of the frame 8 is attached, a lower portion of the scaffold receiving member 9 is supported by an inclined member 10, and a spacing member 11 extending from the vertical member 8 a to the side plate 3 is provided.
A scaffolding plate 12 is placed and fixed on the upper part between the adjacent scaffold receiving members 9 and 9 of the scaffold device 7 (7A, 7B), and a handrail 13 for safety is attached.
In this way, the replacement side plate 6 is replaced and repaired using the scaffold device 7 (7A, 7B) that is easy to assemble and install.

FIG. 2 shows the roof omitted from the state seen from the inside of the storage tank.
After the worker is placed on the scaffolding devices 7A and 7B inside and outside the storage tank and cuts the outer peripheral edge of the replacement side plate 6, the replacement side plate 6 is lifted outward by the crane 14.
At this time, the scaffold device 7A located outside the storage tank is temporarily shifted so as not to hinder the carry-out and carry-in, and the scaffold device 7B located inside the storage tank is carried out as it is, carried out, loaded, positioned, etc. Used for work.
Pull out the replacement side plate 6 upward and outward with the crane 14, insert a new side plate, perform positioning attachment using the scaffold device 7B inside the storage tank, and then return the scaffold device 7A outside the storage tank to its original position for welding and Perform inspection work.

A procedure for replacing and repairing the side plate 6 of the cylindrical storage tank will be described with reference to FIGS. 3a to 3c.
As shown in FIG. 3 a, a plurality of roof outer peripheral openings 5 are provided at predetermined positions, which are located above the side plate 6 to be replaced and repaired in the storage tank body 1, and are separated by cutting the roof plate 2 near the outer peripheral portion.

Next, as shown in FIG. 3 b, the scaffold device 7 is suspended on the top angle 4 of the roof outer peripheral opening 5. A scaffold plate is passed between the suspended and adjacent scaffold devices 7, and a handrail is attached to form a necessary range of scaffold area. Although not shown, the outer surface of the scaffold area is covered with a flameproof sheet, and the upper surface of the scaffold plate is protected with a flameproof member.

Then, as shown in FIG. 3c, a vertical stay for reinforcing and positioning is installed in a predetermined range of the side plate 6 to be replaced on the scaffold device 7, and the predetermined first side plate 6 is gas-cut.
And the side board 6 is taken out using the crane 14, and the 1st new side board 15 is inserted in this taking-out part.

Next, although not shown, if necessary, the adjacent second side plate is cut and taken out, and the second new side plate is inserted into the take-out portion and assembled.
As described above, after the plurality of side plates are sequentially replaced using the scaffold device, the welding and the welded portion are inspected. Next, repair and inspection of the jig trace from which the vertical stay has been removed are performed, and replacement repair is continuously performed along the circumferential direction.
Similarly, replacement and repair of the lower side plate is performed by connecting and extending the scaffold device downward.

  As described above, the scaffolding device 7 having a suspended structure with a frame suspends directly to the top angle portion where the roof plate on the outer periphery of the roof is opened when there is a roof, or directly to the top angle when there is no roof. Since it is a detachable structure, it is possible to carry out replacement repair of adjacent side plates sequentially while assembling and installing and dismantling and removing as appropriate.

  The side plate replacement repair method for a cylindrical storage tank according to the present invention is simple and safe when using a detachable structure scaffolding device when replacing or repairing part or all of a side plate or a side wall of a storage tank or a building. Therefore, it can be applied to various buildings and the like.

It is front explanatory drawing seen from the exterior of the storage tank which shows the state which replaces the side plate which concerns on this invention. 1b shows a side view of FIG. It is explanatory drawing seen from the inside of the storage tank which shows the state which replaces a side plate. It is front explanatory drawing which shows the procedure which replaces | exchanges the side plate which concerns on this invention. The procedure following FIG. The procedure following FIG. It is sectional explanatory drawing which shows the procedure which replaces a side plate using the hanging gondola apparatus and bracket scaffold by a conventional method. The procedure following FIG. The procedure following FIG. It is a perspective explanatory view showing the situation where the conventional new side plate with a bracket scaffold in FIGS. 4a to 4c is attached.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Storage tank main body 2 Roof plate 3 Side plate 4 Top angle 5, 5A, 5B Roof outer periphery opening part 6 Replacement side plate 7, 7A, 7B Scaffolding device 8 Frame body 8a Vertical member 8b Horizontal member 8c Bending member 9 Horizontal receiving material 10 Inclined material 11 Spacing member 12 Scaffold plate 13 Handrail 14 Crane 15 New side plate

21 Storage tank body 22 Roof plate 23 Side plate 24 Top angle 25 Gondola 26 Upper bracket scaffold 27 Lower bracket scaffold 29 Replacement side plate 30 New side plate 31 Crane

Claims (1)

When replacing the side plate of the cylindrical storage tank, the roof plate is spaced above the side plate 6 to be replaced at a position near the top angle 4 of the corner where the roof plate 2 of the side plate 3 of the storage tank body 1 and the side plate 3 intersect. 2 is provided so that a plurality of roof outer periphery openings 5 (5A, 5B)... Are alternately arranged, and the roof outer periphery opening 5A of the top angle 4 at the top of the side plate is provided outside the storage tank. 7A is suspended, and a detachable frame comprising a vertical member 8a , a horizontal member 8b, and a bending member 8c is separated from the inside and outside of the storage tank so as to suspend a scaffold device 7B provided inside the storage tank at the roof outer peripheral opening 5B. The scaffold device 7 (7A, 7B) formed in the body 8 structure is installed, and the scaffold receiving material 9 that is horizontally extended from the vertical member 8a of the frame body 8 of the scaffold device 7 (7A, 7B) is attached. Inclining the bottom of the scaffold support 9 10 and a spacing member 11 extending from the vertical member 8a to the side plate 3 is provided, and the scaffold plate 12 is bridged and fixed to the upper part between the adjacent scaffold receiving members 9 and 9 of the scaffold device 7 (7A, 7B). Then, a handrail 13 for safety is attached to form a scaffold area , a vertical stay for reinforcing and positioning is installed in a predetermined range of the side plate 6 to be replaced on the scaffold device 7A, and the predetermined first side plate 6 The gas is cut and the side plate 6 is taken out using the crane 14 , the first new side plate 15 is inserted and assembled in the take-out portion, and then the second side plate 6 is cut and taken out. The new new side plate 15 is inserted and assembled, positioned and attached, and then the scaffold device 7A outside the storage tank is returned to its original position to perform welding and inspection work. Thus, the scaffold device 7 (7A, 7A, use the 7B), sequentially more Perform vertical welding and horizontal welding after replacing the side plate 6 of the inspection of the weld, and performs repair and inspection jig After removing the vertical stay, a repair replacement continuously along the circumferential direction A method for replacing and repairing a side plate of a cylindrical storage tank, wherein the side plate 6 is replaced by using the scaffold device 7 (7A, 7B) .