JP5429616B2 - Floating roof dismantling construction method for floating roof storage tank - Google Patents

Floating roof dismantling construction method for floating roof storage tank Download PDF

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JP5429616B2
JP5429616B2 JP2009144198A JP2009144198A JP5429616B2 JP 5429616 B2 JP5429616 B2 JP 5429616B2 JP 2009144198 A JP2009144198 A JP 2009144198A JP 2009144198 A JP2009144198 A JP 2009144198A JP 5429616 B2 JP5429616 B2 JP 5429616B2
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floating roof
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JP2011001077A (en
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宏治 石井
覚 吉田
眞一 岩崎
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株式会社石井鐵工所
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この発明は浮屋根式貯槽の浮屋根の修復や取替えなどを行うために、既設浮屋根の解体工事を施工する浮屋根式貯槽の浮屋根解体工事施工法に関するものである。   The present invention relates to a floating roof dismantling construction method for a floating roof storage tank for constructing a floating roof dismantling work in order to repair or replace the floating roof of the floating roof storage tank.

浮屋根式貯槽は、浮屋根に腐食や損傷などが生じた場合、或いは耐震性や耐久性を向上させる場合に、通常は底板上の所定高さ位置に浮屋根を保持した状態で浮屋根の修復や取替えなどの解体工事を行っている。
この解体工事には、例えばシングルデッキ構造の浮屋根の修復や取替えを行う場合、シングルデッキ構造の浮屋根をダブルデッキ構造の浮屋根に改造する場合、或いは内部浮き蓋付き貯槽、つまりドーム屋根やコーンルーフ屋根付き貯槽の内部に設けられている浮屋根の修復や取替え、改造を行う場合などがある。
Floating roof storage tanks are usually used when the floating roof is held in a predetermined height position on the bottom plate when corrosion or damage occurs on the floating roof, or when earthquake resistance or durability is improved. Demolition work such as repair and replacement.
For this dismantling work, for example, when repairing or replacing a floating roof with a single deck structure, when changing a floating roof with a single deck structure to a floating roof with a double deck structure, or a storage tank with an internal floating lid, that is, a dome roof or There are cases where the floating roof installed inside the storage tank with a corn roof is repaired, replaced, or modified.

図8は、一般的なシングルデッキ構造の浮屋根式貯槽の事例である。
原油その他の揮発性・可燃性液体を貯蔵する大型の浮屋根式貯槽1は、円形平板の底板2と、円筒体形状の側板3と、この側板3内部の貯蔵液4の液面上に浮べた浮蓋状で一枚板、つまりシングルデッキ構造の浮屋根5とから形成されている。
この浮屋根5は、貯蔵液4の蒸発を抑制し、貯蔵液4へ雨水や異物などが混入するのを防止するように形成され、浮屋根5は一枚の薄板鋼板のデッキ板6と、このデッキ板6外周の環状箱体の外周ポンツーン7とから形成される。
この外周ポンツーン7と側板3内面との間隙には、気密性を保持するシール装置8と、その上部に雨よけ板9が設けられている。また、浮屋根5の上に降る雨水をデッキ板6の中心部に集めて貯槽外部へ排水するルーフドレン10、さらに必要に応じてベースヒータ11などの付属部材が設けられている。
FIG. 8 is an example of a floating roof type storage tank having a general single deck structure.
A large floating roof storage tank 1 for storing crude oil and other volatile and flammable liquids floats on the bottom of a circular flat plate 2, a cylindrical side plate 3, and a storage liquid 4 inside the side plate 3. It is formed from a single plate, that is, a floating roof 5 having a single deck structure.
The floating roof 5 is formed so as to suppress evaporation of the storage liquid 4 and prevent the rainwater or foreign matter from being mixed into the storage liquid 4. The floating roof 5 includes a single thin steel plate deck plate 6, The deck plate 6 is formed from an outer peripheral pontoon 7 of an annular box around the outer periphery.
In the gap between the outer peripheral pontoon 7 and the inner surface of the side plate 3, a sealing device 8 for maintaining airtightness and a rain screen 9 are provided on the upper portion thereof. A roof drain 10 that collects rainwater falling on the floating roof 5 at the center of the deck plate 6 and drains it to the outside of the storage tank, and an additional member such as a base heater 11 as necessary.

従来一般に、上記図8に示す浮屋根の部分又は全体の取替えや修復などを行う場合は、図9及び図10に示すように、シングルデッキ構造の浮屋根5を底板2上方の所定高さ位置に降下させて、デッキサポート12及び仮設の架台13で支持し、この架台13の上でデッキ板6や外周ポンツーン7などを切断している。   Generally, when replacing or repairing the floating roof part or the whole shown in FIG. 8, the floating roof 5 having a single deck structure is positioned at a predetermined height above the bottom plate 2 as shown in FIGS. 9 and 10. The deck plate 12 and the temporary pontoon 7 are cut on the pedestal 13.

図9は、従来例の浮屋根解体工事施工の事例で、クレーン14を使用して浮屋根5の切断片を吊上げて搬出する場合を示す全体説明図である。
上方が開放されている浮屋根式貯槽1の場合には、図9のように貯槽外部にクレーン14を設置して、解体した浮屋根5の切断片をクレーン14で吊上げて側板3を超えて貯槽外部へ搬出撤去している。
FIG. 9 is an overall explanatory view showing a case of lifting a cut piece of the floating roof 5 using the crane 14 and carrying it out in the case of the floating roof dismantling construction work of the conventional example.
In the case of the floating roof type storage tank 1 that is open at the top, a crane 14 is installed outside the storage tank as shown in FIG. 9 and the disassembled floating roof 5 is lifted by the crane 14 and beyond the side plate 3. It is removed from the storage tank and removed.

図10は、従来例の浮屋根解体工事施工の他の事例で、切断した浮屋根5の切断片を貯槽の側マンホール15から貯槽の外部へ搬出する場合を示す全体説明図である。
上方に屋根がある場合(図示せず)やクレーンを使用しない図10に示す事例は、浮屋根5を所定高さ位置に支持した状態で切断した各切断片を、底板2の上に降ろして側マンホール15から貯槽外部へ搬出している。
FIG. 10 is an overall explanatory diagram showing a case where a cut piece of the cut floating roof 5 is carried out from the side manhole 15 of the storage tank to the outside of the storage tank in another example of the conventional floating roof dismantling construction work.
In the case where there is a roof above (not shown) or the case shown in FIG. 10 where a crane is not used, each cut piece cut with the floating roof 5 supported at a predetermined height is lowered onto the bottom plate 2. It is carried out from the side manhole 15 outside the storage tank.

さらに、安全性、仮設機材の削減を配慮して、底板近傍の低い位置の安全作業で作業性良く浮屋根の解体撤去を行うことができるようにした浮屋根の解体工事施工法には、本特許出願人による特願2009-111354号「浮屋根式貯槽の浮屋根解体工事施工法」の発明がある。
この発明は、図11に示すように、浮屋根5を所定高さ位置にデッキサポート12で固定支持し、降下装置16をデッキサポート12の上端位置に取付け、かつデッキサポート12の下端近傍位置に止め具17を設け、次いで図の破線で示すようにデッキサポート12に沿わせて浮屋根5を降下させた後、底板2近傍の低い位置で浮屋根5のデッキ板6を切断撤去(図示省略)する施工法である。
Furthermore, in consideration of safety and reduction of temporary equipment, the floating roof dismantling construction method that enables the dismantling and removal of the floating roof with good workability in the safety work at a low position near the bottom plate is There is an invention of Japanese Patent Application No. 2009-111354 “Floating roof dismantling construction method for floating roof storage tank” by the patent applicant.
In the present invention, as shown in FIG. 11, the floating roof 5 is fixedly supported by the deck support 12 at a predetermined height position, the lowering device 16 is attached to the upper end position of the deck support 12, and the deck support 12 is positioned near the lower end. After the stop 17 is provided, and then the floating roof 5 is lowered along the deck support 12 as shown by the broken line in the figure, the deck plate 6 of the floating roof 5 is cut and removed at a low position near the bottom plate 2 (not shown) This is the construction method.

また、従来の特開平2−219781号公報「浮屋根式タンクの浮屋根解体方法」の発明は、タンク本体内に設置したデッキの縁側に少なくとも一つのけん引部材を取着けると共に前記タンク本体には、所定の位置に前記けん引部材取出孔を設け、前記けん引部材をけん引して、前記デッキに回転力を加えることによりデッキポストを倒すようにした浮屋根の解体方法である。   In addition, the invention disclosed in Japanese Patent Laid-Open No. 2-219781 “Method of dismantling a floating roof tank” has at least one traction member attached to the edge of a deck installed in the tank body, A method for dismantling a floating roof in which the pulling member extraction hole is provided at a predetermined position, the pulling member is pulled, and a rotational force is applied to the deck so that the deck post is brought down.

さらに、従来の特開平8−60893号公報「大型貯槽の切断解体方法」は、大型貯槽の外殻部材の天井部及びそれに続く下側部を天井部の中心近傍位置から所定間隔をもって広がる渦巻状ラインに沿って順次切断し、この切断した部位の始端部から順次下方へ引き下げつつ外殻部材を解体していく方法がある。   Further, in the conventional Japanese Patent Laid-Open No. 8-60893 “Method for cutting and disassembling a large storage tank”, the ceiling portion of the outer shell member of the large storage tank and the subsequent lower side portion are spirally expanded from the position near the center of the ceiling portion with a predetermined interval There is a method in which the outer shell member is disassembled while being sequentially cut along a line and sequentially being lowered downward from the starting end portion of the cut portion.

特開平2−219781号公報Japanese Patent Laid-Open No. 2-219781

特開平8−60893号公報JP-A-8-60893

図9に示す従来例の浮屋根解体工事施工法でクレーン14を使用して切断片を搬出する事例は、デッキサポート12の他に多くの仮設の架台13が必要となり、解体した重量部材を吊上げて高い側板を越える作業も大変であった。   In the conventional floating roof dismantling construction method shown in FIG. 9, the crane 14 is used to carry out the cut pieces. In addition to the deck support 12, many temporary mounts 13 are required, and the disassembled weight member is lifted. The work of crossing high side plates was also difficult.

また、図10に示す従来例の浮屋根解体工事施工法で浮屋根を底板上の所定高さに保持した状態で解体作業を行い、貯槽のマンホール15を使用して切断片を搬出する事例は、デッキサポート12と仮設の架台13を使用して背丈以上の高い位置に浮屋根5を保持して切断作業を行うため、高所作業となって落下の危険を伴う場合があった。また、切断した重量部材を底板2の上に降ろす作業も大変であった。   In addition, in the conventional floating roof dismantling construction method shown in FIG. 10, the dismantling work is performed with the floating roof held at a predetermined height on the bottom plate, and the cut piece is carried out using the manhole 15 of the storage tank. Since the deck support 12 and the temporary mount 13 are used to perform the cutting work while holding the floating roof 5 at a position higher than the height, there is a case where the work becomes a high place and there is a risk of falling. Moreover, the operation | work which drops the cut | disconnected weight member on the baseplate 2 was also difficult.

さらに、図11に示す本特許出願人による特願2009-111354号「浮屋根式貯槽の浮屋根解体工事施工法」の発明は、仮設機材の削減を配慮して、底板近傍の低い位置の安全作業で作業性良く浮屋根の解体撤去を行うことができる浮屋根の解体工事施工法であるが、数多くの降下装置16をデッキサポート12の上に取付ける必要があり、デッキを広範囲にわたって平均に降下する必要があった。   Furthermore, the invention of Japanese Patent Application No. 2009-111354 “Floating Roof Dismantling Construction Method for Floating Roof Type Storage Tank” by the applicant of the present patent application shown in FIG. Although it is a floating roof dismantling construction method that can dismantle and remove the floating roof with good workability, it is necessary to mount a number of lowering devices 16 on the deck support 12, and the deck is lowered to an average over a wide range. There was a need to do.

また、従来の特開平2−219781号公報「浮屋根式タンクの浮屋根解体方法」の発明は、浮屋根デッキに回転力を加えてデッキポストを倒して低い位置で解体する方法であるが、側板を切断開口する必要があり、デッキポスト全体を同時かつ平均に倒すことが難しかった。さらに、デッキホストを一度に倒すため底板を損傷するおそれがあり、底板を再利用する工法には適していない。   Further, the invention of the conventional Japanese Unexamined Patent Publication No. 2-219781 “floating roof dismantling method of floating roof type tank” is a method of applying a rotational force to the floating roof deck and defeating the deck post at a low position, It was necessary to cut and open the side plate, and it was difficult to defeat the entire deck post simultaneously and on average. Furthermore, since the deck host is brought down at once, the bottom plate may be damaged, which is not suitable for a method of reusing the bottom plate.

さらにまた、従来の特開平8−60893号公報「大型貯槽の切断解体方法」は、球形貯槽の切断解体には適しているが、浮屋根貯槽の浮屋根の解体を行う場合には切断装置を貯槽周囲に走り回すことや貯槽外部へ切断片を引き出すことには適していなかった。   Furthermore, the conventional Japanese Patent Laid-Open No. 8-60893, “Method of cutting and dismantling large storage tanks” is suitable for cutting and dismantling of spherical storage tanks, but a cutting device is used when dismantling floating roofs of floating roof storage tanks. It was not suitable for running around the storage tank or pulling out a cut piece outside the storage tank.

この発明の目的は、上述のような従来技術が有する問題点に鑑みてなされたもので、仮設機材の削減、施工性を配慮して、浮屋根のデッキ板をラセン状に連続して切断し底板上へ順次降下させ、安全作業で作業性良く浮屋根の解体撤去を行うことができるようにした浮屋根の解体工事施工法を提供するものである。
The object of the present invention was made in view of the above-mentioned problems of the prior art, and in consideration of reduction of temporary equipment and workability, the floating roof deck board was continuously cut into a spiral shape. It is intended to provide a method for demolishing a floating roof that can be lowered sequentially onto the bottom plate so that the floating roof can be dismantled and removed with good workability.

請求項1記載の浮屋根解体工事施工法は、浮屋根を所定高さ位置にデッキサポートで固定支持し、浮屋根の上部及び下部に設けられている付属部材を解体撤去した後、浮屋根上で切断装置を使用して、浮屋根のデッキ板を中央から外周に向けて、又は外周から中央に向けて、デッキサポートに荷重を支持させて中央に跨ぐように所定幅の連続したラセン状帯板に切断し、デッキサポートを取外しながらこの連続したラセン状帯板を底板上に順次降下接地させ、次いでこのラセン状帯板を搬出容易となる所定長さの短片に裁断して搬送撤去するものである。   In the floating roof dismantling construction method according to claim 1, the floating roof is fixedly supported by a deck support at a predetermined height position, and the attachment members provided at the upper and lower portions of the floating roof are dismantled and removed, and then the floating roof Using the cutting device, the floating roof deck plate is directed from the center to the outer periphery, or from the outer periphery to the center, and the load is supported by the deck support so as to straddle the center. Cut the plate, remove the deck support, ground the continuous spiral strips on the bottom plate in sequence, then cut the spiral strips into short pieces of a predetermined length for easy removal It is.

請求項2記載の浮屋根解体工事施工法は、上記切断装置を浮屋根のデッキ板上中央の軸心に巻き付けるワイヤに係留しガイドさせてラセン状に走行させながらラセン状帯板に切断するように形成したものである。   In the floating roof dismantling construction method according to claim 2, the cutting device is moored and guided by a wire wound around a central axis on the deck plate of the floating roof so as to cut into a spiral strip while running in a spiral shape. Is formed.

請求項3記載の浮屋根解体工事施工法は、上記切断したラセン状帯板を、底板上を走行移動する台車上で順次短片に裁断して搬送するように形成したものである。
The floating roof dismantling construction method according to claim 3 is formed such that the cut spiral strips are sequentially cut into short pieces and transported on a carriage traveling and moving on the bottom plate.

請求項1記載の浮屋根解体工事施工法は、浮屋根を所定高さ位置にデッキサポートで固定支持し、浮屋根の上部及び下部に設けられている付属部材を解体撤去した後、浮屋根上で切断装置を使用して、浮屋根のデッキ板を中央から外周に向けて、又は外周から中央に向けて、デッキサポートに荷重を支持させて中央に跨ぐように所定幅の連続したラセン状帯板に切断し、デッキサポートを取外しながらこの連続したラセン状帯板を底板上に順次降下接地させ、次いでこのラセン状帯板を搬出容易となる所定長さの短片に裁断して搬送撤去するので、連続して切断作業ができこの切断したラセン状帯板を順次降下するため、切断作業に関わる人や物の落下の心配がなくなるため安全で、仮設の架台や降下装置などの機材を削減することができ、デッキサポートを順次除去し底板上の低い場所で切断片を裁断して撤去するので作業能率が良く、安全性が確保される。   In the floating roof dismantling construction method according to claim 1, the floating roof is fixedly supported by a deck support at a predetermined height position, and the attachment members provided at the upper and lower portions of the floating roof are dismantled and removed, and then the floating roof Using the cutting device, the floating roof deck plate is directed from the center to the outer periphery, or from the outer periphery to the center, and the load is supported by the deck support so as to straddle the center. The continuous spiral strips are dropped and grounded sequentially on the bottom plate while removing the deck support, and then the spiral strips are cut into short pieces of a predetermined length that are easy to carry out and removed. Because it is possible to continuously cut and descend the cut strip-like strips one after another, there is no need to worry about dropping people or things involved in the cutting work, so it is safe and reduces equipment such as temporary mounts and descent devices. It is possible, Good work efficiency because sequentially removed to remove by cutting the cut pieces at low locations on the bottom plate Kkisapoto, safety is secured.

請求項2記載の浮屋根解体工事施工法は、上記切断装置を浮屋根のデッキ板上中央の軸心に巻き付けるワイヤに係留しガイドさせてラセン状に走行させながらラセン状帯板に切断するように形成したので、所定幅のラセン状帯板を連続して作業性良く切断することができ、切断装置は安定した軌跡と速度で走行させて作業性良く切断作業を継続することができる。   In the floating roof dismantling construction method according to claim 2, the cutting device is moored and guided by a wire wound around a central axis on the deck plate of the floating roof so as to cut into a spiral strip while running in a spiral shape. Thus, the helical strip having a predetermined width can be continuously cut with good workability, and the cutting device can be driven with a stable trajectory and speed to continue the cutting work with good workability.

請求項3記載の浮屋根解体工事施工法は、上記ラセン状に切断した帯板を、底板上を走行移動する台車上で順次短片に裁断して搬送するように形成したので、底板近傍の低い位置での裁断から積込み及び搬出の一連作業を台車を利用して行うため、切断片の取扱いが繁雑となることがなく安全作業で作業能率が向上し、コスト低減、工期短縮も図られる。
Since the floating roof dismantling construction method according to claim 3 is formed so that the strip cut into a spiral shape is sequentially cut into a short piece on a carriage that travels on the bottom plate and transported, it is low in the vicinity of the bottom plate. Since a series of operations from cutting at the position to loading and unloading are performed using a carriage, handling of the cut pieces does not become complicated, and the work efficiency is improved with safety work, and the cost and work period are shortened.

この発明に係る浮屋根解体工事施工法の浮屋根を所定位置に固定して浮屋根上下の各付属部材を解体撤去する状況を示す側面全体説明図である。It is side surface explanatory drawing which shows the condition where the floating roof of the floating roof dismantling construction method which concerns on this invention is fixed to a predetermined position, and each attachment member of floating roof upper and lower parts is demolished and removed. この発明に係る浮屋根解体工事施工法における浮屋根上下の付属部材を解体撤去した後、浮屋根のデッキ板を中央部から外周に向かってラセン状に切断する状況を示す平面説明図である。It is plane explanatory drawing which shows the condition which cuts the deck board of a floating roof to a spiral shape from a center part to an outer periphery, after dismantling and removing the attachment member of the floating roof upper and lower in the floating roof demolition construction construction method which concerns on this invention. 図2の側面説明図である。It is side surface explanatory drawing of FIG. この発明に係る浮屋根解体工事施工法の実施形態で、浮屋根のデッキ板を外周部から中央に向かってラセン状に切断する状況を示す平面説明図である。In embodiment of the floating roof dismantling construction method concerning this invention, it is plane explanatory drawing which shows the condition which cut | disconnects the deck board of a floating roof in a spiral shape toward the center from an outer peripheral part. 図4の側面説明図である。It is side surface explanatory drawing of FIG. この発明に係る浮屋根解体工事施工法に使用する切断装置を設けた事例を示す説明図である。It is explanatory drawing which shows the example which provided the cutting device used for the floating roof dismantling construction method concerning this invention. この発明に係る浮屋根解体工事施工法に使用する搬出装置を設けた事例を示す説明図である。It is explanatory drawing which shows the example which provided the carrying-out apparatus used for the floating roof demolition construction method which concerns on this invention. 一般的なシングルデッキ構造浮屋根を備えた浮屋根式貯槽を示す全体側面説明図である。It is a whole side explanatory view showing a floating roof type storage tank provided with a general single deck structure floating roof. 従来例の浮屋根解体工事施工法でクレーンを使用して切断片を搬出する事例を示す全体説明図である。It is whole explanatory drawing which shows the example which carries out a cutting piece using a crane by the floating roof demolition construction construction method of a prior art example. 従来例の浮屋根解体工事施工法で貯槽のマンホールを使用して切断片を搬出する事例を示す全体説明図である。It is whole explanatory drawing which shows the example which carries out a cut piece using the manhole of a storage tank by the floating roof demolition construction construction method of a prior art example. 浮屋根解体工事施工法の本出願人に係わる比較例でデッキサポートに昇降装置を設置し、続いて、この昇降装置を使用して浮屋根を降下させる状況を示す側面説明図である。It is side explanatory drawing which shows the condition which installs a raising / lowering apparatus in a deck support by the comparative example concerning the applicant of the floating roof dismantling construction method, and descends a floating roof using this raising / lowering apparatus subsequently.

この発明に係る浮屋根解体工事施工法の実施形態を、図1乃至図7に基づいて説明する。
この実施形態例は、図8に例示したシングルデッキ構造浮屋根式貯槽を解体する事例を示すもので、図1乃至図7にわたって同一の用語には同一の符号を使用し各符号の説明は一部省略している。
なお、図示事例ではシングルデッキ構造浮屋根式貯槽について説明するが、シングルデッキ構造浮屋根式貯槽に限定されることなく、ダブルデッキ構造浮屋根式貯槽の場合や、内部浮き蓋付き貯槽の浮屋根の解体工事にも適用することができることは言うまでもない。
1は浮屋根式貯槽、2は円形平板の底板、3は円筒体形状の側板、5はシングルデッキ構造の浮屋根、6はデッキ板である。7は環状箱体の外周ポンツーン、8は外周ポンツーン7と側板3内面との間隙を気密に保持するシール装置、9は雨よけ板である。10は浮屋根5のデッキ板6の中心から貯槽の外部へ至るルーフドレン、11は必要に応じて設けられるベースヒータである。
An embodiment of a floating roof dismantling construction method according to the present invention will be described with reference to FIGS. 1 to 7.
This embodiment shows an example of dismantling the single-deck structure floating roof type storage tank illustrated in FIG. 8, and the same reference numerals are used for the same terms throughout FIGS. The part is omitted.
In the illustrated example, a single-deck floating roof storage tank will be described. However, it is not limited to a single-deck floating roof storage tank, but in the case of a double-deck floating roof storage tank or a floating roof of a storage tank with an internal floating lid. Needless to say, it can be applied to the dismantling work.
Reference numeral 1 denotes a floating roof type storage tank, 2 a circular flat bottom plate, 3 a cylindrical side plate, 5 a single deck floating roof, and 6 a deck plate. 7 is an outer peripheral pontoon of the annular box, 8 is a sealing device that keeps the gap between the outer peripheral pontoon 7 and the inner surface of the side plate 3 airtight, and 9 is a rain shield. 10 is a roof drain extending from the center of the deck plate 6 of the floating roof 5 to the outside of the storage tank, and 11 is a base heater provided as necessary.

図1は、この発明に係る浮屋根解体工事施工法の浮屋根を所定位置に固定して、浮屋根の上下の付属部材を解体撤去する状況を示す側面全体説明図である。
図のようにデッキサポート12を用いて浮屋根5を所定高さ位置、例えば最高位置設定のハイデッキの位置に固定し、破線Aに示すようにデッキ板6の上に設けられている外周ポンツーン7、シール部材8、雨よけ板9などの付属部材を切断し、破線Bに示すようにデッキ板6の下に設けられているルーフドレン10、ベースヒータ11などの付属部材を切断し、さらに細かく裁断し軽量化した切断片をマンホール15から貯槽外部へ撤去する。
なお図示はしないが、内部浮き蓋付き貯槽の場合は、ルーフドレンなどの浮屋根下部の付属部材がない場合がある。
FIG. 1 is an overall side view illustrating a situation where the floating roof of the floating roof dismantling construction method according to the present invention is fixed at a predetermined position and the upper and lower attachment members of the floating roof are dismantled and removed.
As shown in the figure, the floating roof 5 is fixed to a predetermined height position, for example, the position of the high deck set to the highest position by using the deck support 12, and an outer peripheral pontoon 7 provided on the deck board 6 as shown by a broken line A. Then, the attachment members such as the seal member 8 and the rain shield plate 9 are cut, and the attachment members such as the roof drain 10 and the base heater 11 provided under the deck plate 6 are cut as shown by the broken line B, and further cut into pieces. The lightened cut piece is removed from the manhole 15 to the outside of the storage tank.
Although not shown, in the case of a storage tank with an internal floating lid, there may be no attached member at the lower part of the floating roof such as a roof drain.

この場合、破線Aに示す外周ポンツーン7、シール部材8、雨よけ板9は、デッキ板6の上で細かく重くないように切断するため落下などの心配がなく安全作業で降下させることができる。また、破線Bに示すルーフドレン10、ベースヒータ11はデッキ板6の下の天井が高いハイデッキの状態で切断するため作業性が良く、マンホール15からの搬出も安全作業で作業性良く行うことができる。   In this case, the outer peripheral pontoon 7, the seal member 8, and the rain guard plate 9 shown by the broken line A are cut on the deck plate 6 so as not to be fine and heavy, so that they can be lowered by a safe operation without fear of dropping. Further, the roof drain 10 and the base heater 11 shown by the broken line B are cut in a high deck state where the ceiling under the deck plate 6 is high, so that the workability is good, and the carrying out from the manhole 15 can be performed safely and with good workability. .

図2は、この発明に係る浮屋根解体工事施工法を示すもので、図1に続いて、浮屋根のデッキ板6を中央部から外周方向に向けてラセン状に連続して切断する状況を示す平面説明図である。
18Sは中央部の切断起点で、デッキ板6の外周部の切断終点19Eに向かって、二点鎖線で示すラセン状切断線20のように切断していくことにより連続したラセン状帯板21を形成する。
FIG. 2 shows the floating roof dismantling construction method according to the present invention. Following FIG. 1, the state in which the deck plate 6 of the floating roof is continuously cut in a spiral shape from the central portion toward the outer peripheral direction. FIG.
Reference numeral 18S denotes a cutting start point at the center, and a continuous spiral strip 21 is cut by cutting like a spiral cutting line 20 indicated by a two-dot chain line toward a cutting end point 19E on the outer peripheral portion of the deck plate 6. Form.

ラセン状切断線20は、中央部から渦巻きが広がるように、デッキサポート12の位置を避けて、デッキサポート12に荷重を支持させて中央に跨ぐように外周に向かって進み、切断が進行してラセン状帯板21が形成されるに従って順次デッキサポート12を取外して行く。デッキサポート12が取外されたラセン状帯板21は、自重で徐々に降下して底板2の上へ順次着地する所定幅とする。
切断機と作業者(図示せず)は、浮屋根のデッキ板上で確りと荷重を支えられて切断に従って後方へ進んでいく。
The spiral cutting line 20 avoids the position of the deck support 12 so that the spiral spreads from the center part, supports the load on the deck support 12 and advances toward the outer periphery so as to straddle the center, and the cutting proceeds. The deck support 12 is sequentially removed as the spiral strip 21 is formed. The spiral strip 21 from which the deck support 12 has been removed has a predetermined width that gradually descends due to its own weight and sequentially lands on the bottom plate 2.
A cutting machine and an operator (not shown) are supported on the deck board of the floating roof and are supported with a certain load and proceed backward according to the cutting.

図3は、図2の側面説明図である。
デッキ板6の中央部の切断起点18Sから外周に向かってラセン状に切断を開始し、中央近傍のデッキサポート12を除去するとラセン状帯板21は自重によって徐々に降下し底板2の上に順次着地、つまり軟着陸ソフトランディングしていく。
FIG. 3 is an explanatory side view of FIG.
When the cutting is started in a spiral shape from the cutting start point 18S at the center of the deck plate 6 toward the outer periphery and the deck support 12 near the center is removed, the spiral strip 21 is gradually lowered by its own weight and sequentially on the bottom plate 2. Landing, that is, soft landing soft landing.

図4は、この発明に係る浮屋根解体工事施工法の他の実施形態で、図1に続いて、浮屋根のデッキ板6を外周部から中央に向けてラセン状に連続して切断する状況を示す平面説明図である。
18Sは切断起点で、デッキ板6の外周部から中央の切断終点19Eに向かって、二点鎖線で示すラセン状切断線20のように切断していくことによりラセン状帯板21が得られる。
FIG. 4 shows another embodiment of the floating roof dismantling construction method according to the present invention. Following FIG. 1, the floating roof deck plate 6 is continuously cut in a spiral shape from the outer periphery toward the center. FIG.
Reference numeral 18S denotes a cutting starting point, and a helical strip 21 is obtained by cutting like a helical cutting line 20 indicated by a two-dot chain line from the outer peripheral portion of the deck plate 6 toward the central cutting end point 19E.

ラセン状切断線20は、外周部から渦巻きに吸い込まれるように、デッキサポート12の位置を避けて、デッキサポート12に荷重を支持させて中央に跨ぐように中央に向かって進み、切断を終了するに従ってデッキサポート12を順次取外して行く。デッキサポート12が取外されたラセン状帯板21は、自重で徐々に降下して底板2の上へ順次着地する所定幅とする。
切断機と作業者(図示せず)は、浮屋根上で確りと荷重を支えられて切断に従って後進していく。
The helical cutting line 20 avoids the position of the deck support 12 so as to be sucked into the spiral from the outer peripheral portion, advances toward the center so as to straddle the center while supporting the load on the deck support 12, and ends the cutting. The deck support 12 is removed in order. The spiral strip 21 from which the deck support 12 has been removed has a predetermined width that gradually descends due to its own weight and sequentially lands on the bottom plate 2.
The cutting machine and the worker (not shown) are supported by the load on the floating roof and move backward according to the cutting.

図5は、図4の側面説明図である。
デッキ板6の外周部の切断起点18Sから中央に向かってラセン状に切断を開始し、外周近傍のデッキサポート12を除去するとラセン状帯板21は自重によって徐々に降下し底板2の上に順次着地、つまり軟着陸ソフトランディングしていく。
FIG. 5 is an explanatory side view of FIG.
When cutting is started in a spiral shape from the cutting start point 18S of the outer peripheral portion of the deck plate 6 toward the center and the deck support 12 in the vicinity of the outer periphery is removed, the spiral strip 21 is gradually lowered by its own weight and sequentially on the bottom plate 2 Landing, that is, soft landing soft landing.

図6は、この発明に係る浮屋根解体工事施工法に使用する切断装置を設けた事例を示す説明図である。
切断機24を浮屋根のデッキ板6上中央の軸心となるセンタードラム22に巻き付けるワイヤ23に係留し、このワイヤ23を外周半径方向に張った状態でガイドさせながら安定した軌跡と速度を調整しながらラセン状に走行させて、連続したラセン状切断線20が得られるように切断する。
この際に、切断機24の走行に張ったワイヤ23の旋回を、デッキ板6上に延出したデッキサポート12が邪魔しないように、ワイヤ23を高く張るか或いはデッキサポート12の上端を低くするかしておく。
図6に示す事例は、外周部の切断起点18Sから切断機24を走行させ、ラセン状切断線20に沿って切断する際に、センタードラム22の巻取り部25にワイヤ23を巻き付けて、外周部から中央に向かってラセン状に移動させる。この際に、センタードラム22へのワイヤ23の一周巻取り長さがラセン状帯板21の所定幅となるように形成する。
また、図示はしないが中央部から切断をスタートする場合には、中央部のセンタードラムは残しておいて、ワイヤを巻き戻しながら外周に向かってラセン状に切断していく。
Drawing 6 is an explanatory view showing the example which provided the cutting device used for the floating roof demolition construction construction method concerning this invention.
The cutting machine 24 is moored to a wire 23 that is wound around a center drum 22 that is a central axis on the deck plate 6 of the floating roof, and a stable trajectory and speed are adjusted while the wire 23 is guided while being stretched in the radial direction of the outer periphery. While traveling in a spiral shape, cutting is performed so that a continuous spiral cutting line 20 is obtained.
At this time, the wire 23 is stretched high or the upper end of the deck support 12 is lowered so that the turning of the wire 23 stretched for traveling of the cutting machine 24 is not disturbed by the deck support 12 extending on the deck plate 6. Keep it.
In the example shown in FIG. 6, when the cutting machine 24 travels from the cutting start point 18 </ b> S of the outer peripheral portion and cuts along the spiral cutting line 20, the wire 23 is wound around the winding portion 25 of the center drum 22. Move in a spiral shape from the center toward the center. At this time, the winding length of the wire 23 around the center drum 22 is formed to be a predetermined width of the spiral strip 21.
Although not shown, when cutting is started from the central portion, the central drum is left in the central portion, and the wire is rewound and cut into a spiral shape toward the outer periphery.

図7は、この発明に係る浮屋根解体工事施工法に使用する搬出装置を設けた事例を示す説明図である。
上記切断したラセン状帯板21を、台車26上に軟着陸、つまりソフトランディングさせて積込み、底板2上を走行移動する台車26上で搬送容易となる適当な長さの短片27に裁断位置28で順次切断し、続いて台車26で搬送し、マンホール15から貯槽外部へ搬出するように形成したものである。
この台車26は、帯板21の幅と同程度の幅とし、走行性と操作性が良いものを複数台準備しておくと、より作業能率が向上する。
FIG. 7 is an explanatory view showing an example in which an unloading device used in the floating roof dismantling construction method according to the present invention is provided.
The cut spiral strip 21 is softly landed on the carriage 26, that is, is soft-landed and loaded, and is cut into a short piece 27 of an appropriate length that can be easily transported on the carriage 26 that travels on the bottom plate 2. It is formed so as to be sequentially cut and subsequently transported by a carriage 26 and carried out from the manhole 15 to the outside of the storage tank.
If the cart 26 has a width approximately equal to the width of the band plate 21 and a plurality of vehicles having good running performance and operability are prepared, the work efficiency is further improved.

上記のように、この発明に係る浮屋根解体工事施工法は、デッキサポート12で荷重を支持されたデッキ板6の上で所定幅の帯板に切断するので、浮屋根の切断解体は安全作業で効率良く行うことができ、さらにデッキサポート12を順次撤去しながらラセン状の帯板21を底板2上に順次降下させ着地するので、切断作業時に人や物の落下の心配がなく安全性が確保される。このように、デッキ板6上での切断作業とデッキ板6下での裁断、搬送作業が一致しないため安全作業となる。
なお図示はしないが、浮屋根切断箇所の下部近傍に必要に応じて移設可能な仮設の荷重支持架台を設置し、切断に応じて順次移設撤去をするとさらに安全で安心が得られる。
As described above, the floating roof dismantling construction method according to the present invention cuts a strip of a predetermined width on the deck board 6 supported by the deck support 12, so that the cutting and dismantling of the floating roof is a safe operation. In addition, while removing the deck support 12 one after another, the spiral strip 21 is sequentially lowered onto the bottom plate 2 and landed, so there is no risk of people or objects falling during the cutting operation. Secured. As described above, the cutting work on the deck board 6 and the cutting / conveying work under the deck board 6 do not coincide with each other, which is a safety work.
Although not shown in the figure, it is possible to obtain a safer and more secure relief by installing a temporary load support base that can be moved as necessary near the lower part of the floating roof cutting point, and sequentially removing and removing the floating roof according to the cutting.

このように浮屋根5のデッキ板6をラセン状に切断してラセン状帯板21とし、このラセン状帯板21を底板2上へ順次軟着陸、つまりソフトランディングさせ、続いて短片27に順次裁断し、この短片27を作業性良く搬送し貯槽の外部へ搬出することができるため、作業の安全性、施工性が向上する。
また、大掛かりな仮設の架台や複数の降下装置が要らないため、仮設機材を削減することができ、コスト低減、工期短縮となる。
In this way, the deck plate 6 of the floating roof 5 is cut into a spiral shape to form a spiral strip 21, and this spiral strip 21 is sequentially softly landed on the bottom plate 2, that is, soft-landed, and then sequentially cut into short pieces 27. And since this short piece 27 can be conveyed with sufficient workability and carried out of the storage tank, work safety and workability are improved.
In addition, since a large temporary mount and a plurality of descent devices are not required, temporary equipment can be reduced, resulting in cost reduction and construction time reduction.

この発明に係る浮屋根解体工事施工法は、シングルデッキ構造やダブルデッキ構造の浮屋根の取替えや修復などの工事施工、シングルデッキ構造の浮屋根をダブルデッキ構造の浮屋根への改造、内部浮き蓋付き貯槽、つまりドーム屋根やコーンルーフ屋根付き浮屋根の耐震性を向上するための改造に適用することができる。
The floating roof dismantling construction method according to the present invention includes construction work such as replacement and repair of floating roofs of single deck structure or double deck structure, modification of floating roofs of single deck structure to floating roofs of double deck structure, internal floating It can be applied to modifications to improve the seismic resistance of storage tanks with lids, that is, floating roofs with dome roofs and cone roofs.

1 浮屋根式貯槽
2 底板
3 側板
4 貯蔵液
5 浮屋根
6 デッキ板
7 外周ポンツーン
8 シール装置
9 雨よけ板
10 ルーフドレン
11 ベースヒータ
12 デッキサポート
13 架台
14 クレーン
15 マンホール
16 降下装置
17 止め具

18S 切断起点
19E 切断終点
20 ラセン状切断線
21 ラセン状帯板
22 センタードラム
23 ワイヤ
24 切断機
25 巻取り部
26 台車
27 短片
28 裁断位置

1 Floating roof storage tank
2 Bottom plate
3 Side plate
4 Stock solution
5 Floating roof
6 deck boards
7 peripheral pontoon
8 Sealing device
9 Rain guard
10 Roof drain
11 Base heater
12 deck support
13 frame
14 crane
15 Manhole
16 Descent device
17 Stopper

18S cutting origin
19E End of cutting
20 helical cutting line
21 Spiral strip
22 Center drum
23 wires
24 cutting machine
25 Winding part
26 trolley
27 Short pieces
28 Cutting position

Claims (3)

浮屋根を所定高さ位置にデッキサポートで固定支持し、浮屋根の上部及び下部に設けられている付属部材を解体撤去した後、浮屋根上で切断装置を使用して、浮屋根のデッキ板を中央から外周に向けて、又は外周から中央に向けて、デッキサポートに荷重を支持させて中央に跨ぐように所定幅の連続したラセン状帯板に切断し、デッキサポートを取外しながらこの連続したラセン状帯板を底板上に順次降下接地させ、次いでこのラセン状帯板を搬出容易となる所定長さの短片に裁断して搬送撤去することを特徴とする浮屋根解体工事施工法。 After the floating roof is fixedly supported by the deck support at the predetermined height position, the attachment members provided on the upper and lower parts of the floating roof are dismantled and removed, and then the floating roof deck board is used by using a cutting device on the floating roof. From the center to the outer periphery, or from the outer periphery to the center, support the load on the deck support and cut it into a continuous strip-shaped strip with a predetermined width so as to straddle the center and remove this deck support. A floating roof dismantling construction method characterized in that the spiral strip is lowered and grounded sequentially on the bottom plate, and then the spiral strip is cut into a short piece of a predetermined length that is easy to carry out and removed. 上記切断装置を浮屋根のデッキ板上中央の軸心に巻き付けるワイヤに係留しガイドさせてラセン状に走行させながらラセン状帯板に切断するように形成したことを特徴とする請求項1記載の浮屋根解体工事施工法。 2. The cutting device according to claim 1, wherein the cutting device is formed so as to be cut into a helical strip while running in a helical shape by being moored and guided by a wire wound around a central axis on the deck plate of the floating roof. Floating roof dismantling construction method. 上記切断したラセン状帯板を、底板上を走行移動する台車上で順次短片に裁断して搬送するように形成したことを特徴とする請求項1又は2記載の浮屋根解体工事施工法。
3. The floating roof dismantling construction method according to claim 1 or 2, wherein the cut spiral strip is formed so as to be sequentially cut into a short piece on a carriage traveling and moving on a bottom plate.
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