JP5770571B2 - Dismantling method of storage tank - Google Patents

Description

  The present invention relates to a method for dismantling a storage tank such as an aged fixed roof storage tank or a floating roof storage tank.

  Large storage tanks are widely used as facilities for storing liquids that store oil, LPG, LNG, and the like.

  In such a large storage tank, the side plate, which is the outer shell, is formed of metal or a composite of metal and its heat insulating material, etc., and it is impossible to avoid secular change. It is necessary to construct a new facility by dismantling every 20 years, for example, every 20 years.

  In dismantling a large storage tank, as shown in FIG. 2, a large work scaffold 2 is temporarily installed around the tank 1, and workers can use the work scaffold 2 from the upper structure of the tank in order with a burner. However, it was necessary to work in a high place with poor workability for a long time, and the work platform was Since a lot of time is required for the temporary construction, there is a problem that the construction period becomes long and the construction cost increases.

Therefore, the following patent documents can shorten the work period and reduce the construction cost by disassembling the tank without requiring a high work for a long time or a temporary work scaffold.
Japanese Patent No. 3574477 Japanese Patent Laid-Open No. 10-8740 Japanese Patent Application Laid-Open No. 11-182064

  In Patent Document 1, the outer shell member, which is the main body of the tank 1, is disassembled while being peeled off at a predetermined width as if the outer shell member is peeled off from the ceiling. In the figure, 4 is an entrance / exit opening that enters the interior, 5 is a dismantling machine, and 6 is an aerial work vehicle. The aerial work vehicle 6 can be automatically disassembled by a device provided with a heat radiating portion such as a burner at the tip of the arm portion. In this case, the dismantling machine 5 provided with a cutting device. Is no longer necessary.

  In more detail, Patent Document 1 discloses an opening forming step of forming an opening of a predetermined size in a lower part (or lower part of a side plate) of the outer shell member, and a predetermined position from the position near the center of the ceiling portion of the outer shell member. A cutting step of sequentially cutting along a spiral line extending at intervals, and an outer shell sequentially from the center side end of the ceiling portion of the cut portion after or in parallel with the cutting step A lowering step of disassembling the outer shell member while pulling outward from the opening formed in the opening forming step through the inside of the member.

  In Patent Document 2, the tank side plate is expanded and cut into a petal shape, and the tank side plate lower end is separated from the tank bottom portion, jacked up, and the tank side plate in the radial direction between the tank bottom portion and the tank side plate lower end A plurality of wedge-shaped guide members that are inclined upward toward the center side are arranged and fixed to the bottom of the tank, and an initial state for starting the dismantling operation by jacking down the tank side plate on each guide member is prepared, Next, a plurality of circumferential positions at the lower end of the tank side plate are cut to a required length in the vertical direction, and the cut pieces at the lower end of the tank side plate are guided to the respective guide members and spread into a petal shape by the tank load. Then, the work of cutting and removing each piece that spreads in a petal shape and returning to the initial state is repeated, and after that, most of the tank side plates are disassembled. And performing dismantling of the tank roof lowered to click bottom.

  In Patent Document 3, a plurality of circumferential positions in the lower portion of the tank side plate are removed by cutting into a gate shape while leaving a remaining portion between each other, and then each of the cutout portions opened between the remaining portions. Prepare the initial state to start disassembly work by inflating each balloon jack upward so that it can support the load on the tank side plate, and lower the lower part of each remaining part from the upper end of the notch part After cutting and removing to a position lower by a predetermined height, each balloon jack is deflated downward, the lower end of each remaining part is landed on the bottom of the tank, and then the height of the lower part of each removed remaining part is The upper side of each notch is cut into a portal shape and removed, and then the tank side plate is disassembled by repeating the work procedure of inflating each balloon jack upward and supporting the load on the tank side plate again. Features .

  In addition to this, as shown in FIG. 4, there is a method in which the side plate 1 a of the tank 1 is cut into the tank by the work place 6 and the cut plate is suspended by the large crane 3.

  When dismantling an old fixed roof storage tank or floating roof storage tank, the side plates of the storage tank are thin steel plates compared to their volume, so there is a risk of buckling, rising and falling due to wind load or earthquake load, and further collapse There is sex. This can be said for any of Patent Documents 1 to 3.

  Further, in the apple peeling method of Patent Document 1, the lowered side plate is cut inside the tank, so that a heavy machine for cutting needs to enter the inside of the tank.

  Also, dump trucks to be carried out must enter the tank. Therefore, when the entrance / exit opening 4 is opened in the tank side plate, the lateral plate buckling is increased by a horizontal force such as wind, and there is a possibility of collapse.

  Further, a plurality of circumferential positions in the lower part of the tank side plate of Patent Document 3 are cut and removed in a gate shape while leaving the remaining portions between each other, and then the notch portions opened between the remaining portions. In the method of supporting the load of the tank side plate again by arranging the balloon jacks for each, the side plate is supported by the balloon jack, but the support during strong wind is insufficient and it cannot prevent horizontal movement due to the horizontal force of the wind .

  In the method of cutting the side plate 1 a of the tank 1 with the work vehicle 6 in FIG. 4 and suspending the cut plate with the large crane 3, it is necessary to bend the cut side plate with the crane 3. This work is extremely dangerous under the influence of wind.

  An object of the present invention is to provide a method for disassembling a storage tank that eliminates the disadvantages of the conventional example and can be safely disassembled against a horizontal force such as wind load.

  In order to achieve the above-mentioned object, the present invention as set forth in claim 1, injects a liquid such as seawater to a storage tank to be disassembled to an arbitrary height, and develops a tensile force in the circumferential direction on the side plate of the storage tank. The gist of the present invention is to increase the buckling strength of the side plate so that it can be safely disassembled against horizontal forces such as wind loads.

  According to the first aspect of the present invention, not only is it possible to dismantle safely against a horizontal force such as a wind load, but the weight of the injected liquid becomes a resistance against the rising and falling. Furthermore, safety can be ensured by reducing the weight of the injected liquid at the time of dismantling from the liquid weight at the time of use against the sloshing dynamic load during the earthquake of the injected liquid.

The gist of the present invention described in claim 2 is to make the injected liquid weight at the time of dismantling smaller than the liquid weight at the time of use for the sloshing dynamic load of the injected liquid at the time of earthquake.

According to the second aspect of the present invention, safety can be ensured by reducing the weight of the injected liquid at the time of dismantling from the weight of the liquid at the time of use against the sloshing dynamic load of the injected liquid at the time of earthquake.

  As described above, the storage tank disassembly method of the present invention can be safely disassembled against a horizontal force such as a wind load, and even against a rising and falling. If the present invention is applied to the dismantling with a conventional work scaffolding or the dismantling of Patent Document 1, it is possible to make the dismantling safer.

  Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a bird's-eye view showing an embodiment of a method for disassembling a storage tank according to the present invention. In FIG. 1, reference numeral 7 denotes a storage tank to be disassembled.

  The stored items in the storage tank 7 to be dismantled are discharged and cleaned as necessary. In case of a floating roof, lower it to the bottom.

  Water 9 such as seawater is poured into the open storage tank 7. In that case, water may be poured on the floating roof. In the case of a fixed roof, it is safer to pour water before removing the fixed roof.

  Although the liquid 9 is poured to an arbitrary height, the side plate 7a of the storage tank 7 is caused to exert a tensile force in the circumferential direction to increase the buckling strength of the side plate 7a of the storage tank 7.

  According to the Architectural Institute of Japan Container Structure Design Guidelines, 4th edition, 1st print, the value obtained by dividing σh (average tensile hoop stress level of cylindrical wall) by F (reference value of yield stress level) is 0.3. In the vicinity, the buckling strength of the side plate is maximized.

According to the above design guidelines, when the value obtained by dividing the storage tank inner diameter (D) by the height of the injected liquid (H ₁ ) increases, the effective weight ratio (f _f ) decreases and the design shear force (Q _dw ) also decreases. Become. As a result, it becomes possible to increase the resistance against rising and falling.

It should be noted that the injected liquid weight at the time of dismantling is made smaller than the liquid weight at the time of use for the sloshing dynamic load of the injected liquid at the time of earthquake.

  After pouring water, cutting and removal are performed from the upper part to an arbitrary size with the weight removing machine 10 provided with the cutting tool 10a.

  By keeping the weight-dissipating machine 10 at a sufficient distance from the tank side, the side plate 7a can be cut and removed without using a crane vehicle. In addition, although 8 and 8 '... are the side plate parts to remove in a figure, when the side plate 7a is a steel plate, by using the hanging hook provided with magnetic force by the magnitude | size of this side plate part 8 to remove, Does not require an aerial work vehicle

It is a bird's-eye view which shows one Embodiment of the dismantling method of the storage tank of this invention. It is a side view which shows a prior art example. It is a side view which shows another prior art example. It is a side view which shows a 3rd prior art example.

DESCRIPTION OF SYMBOLS 1 Tank 1a Side plate 2 Work scaffold 3 Crane 4 Entrance / exit opening 5 Demolition machine 6 Aerial work vehicle 7 Storage tank 7a Side plate 8, 8 'Side plate part 9 to remove 9 Liquid 10 Weight removal machine 10a Cutting tool

Claims (2)

The storage tank to be disassembled uses seawater or other liquid, and the storage tank side plate develops a tensile force in the circumferential direction to increase the buckling strength of the storage tank side plate. Water is poured to a height where the value divided by 0.3 is close to 0.3, and the tensile force in the circumferential direction is expressed on the side plate of the storage tank, the buckling strength of the side plate of the storage tank is increased, and wind load, etc. A method for dismantling a storage tank, characterized by enabling dismantling safely against horizontal force. The method for disassembling a storage tank according to claim 1, wherein the weight of the injected liquid at the time of dismantling is made smaller than the weight of the liquid at the time of use even for the sloshing dynamic load of the injected liquid during an earthquake.

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