JP2009228247A - Remodeling method for floating roof type storage tank - Google Patents

Remodeling method for floating roof type storage tank Download PDF

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JP2009228247A
JP2009228247A JP2008072805A JP2008072805A JP2009228247A JP 2009228247 A JP2009228247 A JP 2009228247A JP 2008072805 A JP2008072805 A JP 2008072805A JP 2008072805 A JP2008072805 A JP 2008072805A JP 2009228247 A JP2009228247 A JP 2009228247A
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floating roof
storage tank
roof
floating
fixed
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JP5321945B2 (en
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Koji Ishii
宏治 石井
Haruhiko Okuyama
晴彦 奥山
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Ishii Iron Works Co Ltd
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Ishii Iron Works Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a remodeling method for a floating roof type storage tank, which makes the remodeling of the existing floating roof type storage tank performed with proper construction characteristics when the existing floating roof type storage tank is remodeled into a fixed roof type storage tank, which makes proper treatment applied to an existing floating roof after the formation of a fixed roof, and which makes a new floating roof properly formed after the treatment of the existing floating roof. <P>SOLUTION: In this remodeling method for the floating roof type storage tank, the fixed roof is formed on the upper section of the existing floating roof type storage tank. The remodeling method comprises a step of filling the floating roof type storage tank with water and lifting the floating roof so as to move it to the upper section of the floating roof type storage tank, and a step of forming the fixed roof on the floating roof by means of a lifting device and a supporting device formed on the floating roof so as to support a roof frame of the fixed roof. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、既設の浮屋根式貯槽の上部に固定屋根を形成する浮屋根式貯槽の改造方法に関する。 The present invention relates to a method for remodeling a floating roof storage tank in which a fixed roof is formed on top of an existing floating roof storage tank.

例えば、特許文献1には、タンクの側板の組立完了後に、タンク側板内の底板上で組立てられた浮屋根を水張りによって所定高さまで浮上させ、該浮屋根上に仮設された足場および支柱等の支持部材を利用して固定屋根を組立てることから成るインナーフロート式タンクの屋根組立工法が開示されている。 For example, in Patent Document 1, after the assembly of the side plate of the tank is completed, the floating roof assembled on the bottom plate in the tank side plate is levitated to a predetermined height by water filling, and scaffolds and struts temporarily installed on the floating roof An inner float tank roof assembling method comprising assembling a fixed roof using a support member is disclosed.

特開昭60−19877号JP-A-60-198777

しかし、特許文献1のインナーフロート式タンクの屋根組立工法は新設タンクの組立工法であって、この特許文献1には既設浮屋根式貯槽から固定屋根式貯槽へ改造する場合に施工性良く行う方法は開示されていない。さらに、固定屋根形成に利用した既設の浮屋根は固定屋根形成後には不要な場合があり、この浮屋根を適切に撤去することが望まれ、さらに新たな浮屋根を設けることが必要とされる場合があるが、この点についても特許文献1に開示が無い。 However, the roof assembly method for the inner float tank of Patent Document 1 is a new tank assembly method, and this Patent Document 1 describes a method for improving workability when remodeling from an existing floating roof storage tank to a fixed roof storage tank. Is not disclosed. Furthermore, the existing floating roof used for forming the fixed roof may not be necessary after the fixed roof is formed, and it is desired to remove this floating roof appropriately and to provide a new floating roof. Although there is a case, Patent Document 1 does not disclose this point.

この発明は上記の点に鑑みてなされたもので、その目的は、既設浮屋根式貯槽から固定屋根式貯槽へ改造する場合にこの改造を施工性良く行う浮屋根式貯槽の改造方法、この固定屋根形成後の既設の浮屋根の処理を適切に行う浮屋根式貯槽の改造方法、及び既設の浮屋根処理後に新規浮屋根を適切に形成する浮屋根式貯槽の改造方法を提供することにある。 The present invention has been made in view of the above points. The purpose of the present invention is to remodel a floating roof storage tank that can be remodeled with good workability when remodeling from an existing floating roof storage tank to a fixed roof storage tank. The object is to provide a method for remodeling a floating roof storage tank that appropriately handles an existing floating roof after the formation of the roof, and a method for remodeling a floating roof storage tank that appropriately forms a new floating roof after the existing floating roof treatment. .

請求項1に係る発明の浮屋根式貯槽の改造方法は、 既設の浮屋根式貯槽の上部に固定屋根を形成する浮屋根式貯槽の改造方法であって、 前記浮屋根式貯槽に水張りし、前記浮屋根を上昇させて前記浮屋根式貯槽の上部に移動させるステップと、 吊り上げ装置と前記浮屋根上に形成して前記固定屋根の屋根骨を支持する支持装置とを用いて前記浮屋根の上で前記固定屋根を形成するステップと、 を有することを特徴とする。 The modification method of the floating roof storage tank of the invention according to claim 1 is a modification method of the floating roof storage tank in which a fixed roof is formed on the upper part of an existing floating roof storage tank, and the floating roof storage tank is filled with water, Using the lifting device and a supporting device formed on the floating roof to support the roof bone of the fixed roof. Forming the fixed roof above.

この浮屋根式貯槽の改造方法は、前記浮屋根式貯槽に水張りし、前記浮屋根を上昇させて前記浮屋根式貯槽の上部に移動させるステップと、吊り上げ装置と前記浮屋根上に形成して前記固定屋根の屋根骨を支持する支持装置とを用いて前記浮屋根の上で前記固定屋根を形成するステップと、を有するので、上昇させた浮屋根の上で固定屋根を形成することになる。このように、上昇させた浮屋根の上で固定屋根を形成するこの改造方法は、浮屋根が水によって高い位置で支持されているので、底板近傍に位置させた浮屋根の上で固定屋根の屋根骨を形成してから水張りして浮屋根を上昇させて固定屋根を形成する従来の方法に比べて、固定屋根の部材を吊り上げ装置を用いて吊り上げて側板を越えさせた後に吊り下ろす距離、及び、その後にこの部材を吊り上げていた吊り上げ装置のフック等を上方に移動させる距離を短くすることが出来る。このため、従来の方法に比べて、安全かつ容易に固定屋根を形成できる。また、工期の時間も短く出来る。このように、この浮屋根式貯槽の改造方法は、施工性良く行うことが出来る改造方法になる。 The method for remodeling the floating roof storage tank includes the steps of filling the floating roof storage tank, raising the floating roof and moving it to the upper part of the floating roof storage tank, and forming a lifting device and the floating roof on the floating roof storage tank. Forming the fixed roof on the floating roof using a support device for supporting the roof bone of the fixed roof, so that the fixed roof is formed on the raised floating roof. . Thus, this modification method of forming a fixed roof on the raised floating roof is supported by the floating roof at a high position by water, so that the fixed roof is formed on the floating roof positioned near the bottom plate. Compared with the conventional method of forming a fixed roof by raising the floating roof by forming a roof bone and then lifting the floating roof, the distance to suspend the member after lifting the member of the fixed roof with the lifting device and over the side plate, And the distance which moves the hook etc. of the lifting apparatus which lifted this member upwards after that can be shortened. For this reason, a fixed roof can be formed safely and easily compared with the conventional method. In addition, the construction period can be shortened. Thus, the remodeling method of this floating roof storage tank is a remodeling method that can be performed with good workability.

また、請求項2に係る発明の浮屋根式貯槽の改造方法では、 前記固定屋根の形成後に水抜きし、前記浮屋根を前記浮屋根式貯槽の底板近傍に移動させるステップと、 前記固定屋根に形成した取出口から前記浮屋根の解体部材を取り出すステップと、 をさらに有することを特徴とする。 Moreover, in the remodeling method of the floating roof type storage tank of the invention according to claim 2, the step of draining water after the formation of the fixed roof and moving the floating roof to the vicinity of the bottom plate of the floating roof type storage tank; The step of taking out the dismantling member of the floating roof from the formed outlet is further provided.

この浮屋根式貯槽の改造方法は、前記固定屋根の形成後に水抜きし、前記浮屋根を前記浮屋根式貯槽の底板近傍に移動させるステップと、前記固定屋根に形成した取出口から前記浮屋根の解体部材を取り出すステップと、を有するので、底板近傍に移動させた浮屋根を解体し、浮屋根を解体した解体部材を取出口を利用して作業性良く取り出すことが出来る。そして、取出口を固定屋根に形成するため、この取出口を大きく形成出来、解体部材がある程度大きくても許容されるので、浮屋根の切断解体回数を減らすことができる。このため、この浮屋根式貯槽の改造方法は、既設の浮屋根を適切に撤去することが出来る。 The remodeling method of the floating roof type storage tank includes the steps of draining water after forming the fixed roof, moving the floating roof to the vicinity of the bottom plate of the floating roof type storage tank, and the floating roof from the outlet formed in the fixed roof. Therefore, the floating roof moved to the vicinity of the bottom plate can be disassembled, and the dismantling member dismantled from the floating roof can be extracted with good workability using the outlet. Since the take-out port is formed on the fixed roof, the take-out port can be formed large, and even if the dismantling member is large to some extent, it is allowed, so that the number of times the floating roof is cut and dismantled can be reduced. For this reason, the modification method of this floating roof type storage tank can remove the existing floating roof appropriately.

また、請求項3に係る発明の浮屋根式貯槽の改造方法では、 前記浮屋根の解体後、新たに形成する浮屋根の部材を前記取出口及び又は前記浮屋根式貯槽の側板のマンホールから前記浮屋根式貯槽の内部に搬入し、前記浮屋根式貯槽の内部で前記部材を組立てて新たな浮屋根を形成するステップをさらに有することを特徴とする。 Moreover, in the remodeling method of the floating roof type storage tank of the invention according to claim 3, after disassembling the floating roof, a member of the newly formed floating roof is moved from the outlet and / or the manhole of the side plate of the floating roof type storage tank. The method further includes a step of carrying in the inside of the floating roof storage tank and assembling the members inside the floating roof storage tank to form a new floating roof.

この浮屋根式貯槽の改造方法は、前記浮屋根の解体後、新たに形成する浮屋根の部材を前記取出口及び又は前記浮屋根式貯槽の側板のマンホールから前記浮屋根式貯槽の内部に搬入し、前記浮屋根式貯槽の内部で前記部材を組立てて新たな浮屋根を形成するステップをさらに有することを特徴とするので、この浮屋根式貯槽の改造方法は、新たな浮屋根を容易かつ簡易に形成出来る。特にマンホールから新規浮屋根の部材を浮屋根式貯槽内に搬入する場合には、部材の搬入が簡単になる。一方で、取出口から新規浮屋根の部材を浮屋根式貯槽内に搬入する場合には、部材を大きく出来、浮屋根の組立て回数(溶接回数)を減らすことができる。このように、この浮屋根式貯槽の改造方法は、新規浮屋根を適切に形成することが出来る。 In this floating roof storage tank remodeling method, after dismantling the floating roof, a newly formed floating roof member is carried into the floating roof storage tank from the outlet and / or a manhole on the side plate of the floating roof storage tank. And further comprising a step of assembling the members inside the floating roof storage tank to form a new floating roof. Easy to form. In particular, when a new floating roof member is carried into a floating roof storage tank from a manhole, the carrying of the member is simplified. On the other hand, when a new floating roof member is carried into the floating roof storage tank from the outlet, the member can be made larger and the number of times the floating roof is assembled (the number of weldings) can be reduced. Thus, the remodeling method of this floating roof type storage tank can appropriately form a new floating roof.

なお、浮屋根式貯槽に固定屋根を形成した後、或いは浮屋根を撤去した後の貯槽は、浮屋根式貯槽とはいえない場合がある。本発明の説明においては、このような貯槽が、固定屋根形成前又は浮屋根撤去前において浮屋根式貯槽であれば、この貯槽を浮屋根式貯槽と表現することもある。また、本発明の説明においては、内部に新規の浮屋根を構築した貯槽を固定屋根式貯槽と表現することもある。 Note that the storage tank after the fixed roof is formed in the floating roof storage tank or after the floating roof is removed may not be a floating roof storage tank. In the description of the present invention, if such a storage tank is a floating roof type storage tank before the fixed roof is formed or the floating roof is removed, the storage tank may be expressed as a floating roof type storage tank. In the description of the present invention, a storage tank in which a new floating roof is constructed may be expressed as a fixed roof type storage tank.

上記のように請求項1記載の発明によれば、既設浮屋根式貯槽から固定屋根式貯槽へ改造する場合にこの改造を施工性良く行うことが出来る。 As described above, according to the first aspect of the present invention, when the existing floating roof storage tank is remodeled to the fixed roof storage tank, this remodeling can be performed with good workability.

請求項2記載の発明によれば、固定屋根形成後の既設の浮屋根の処理を適切に行うことが出来る。 According to invention of Claim 2, the process of the existing floating roof after fixed roof formation can be performed appropriately.

請求項3記載の発明によれば、既設の浮屋根処理後に新規浮屋根を適切に形成することが出来る。 According to invention of Claim 3, a new floating roof can be formed appropriately after the existing floating roof process.

本発明の実施形態例について図面を参照しながら説明する。なお、図面において、同様のもの、対応するもの、又は総称出来るものについては同じ符号を付して説明する場合がある。また、図面において、同様のもの、対応するもの、又は総称出来るものが複数ある場合、一部のもののみに符号を付して説明する場合がある。本発明は下記の実施形態にのみ限定されるものではない。本発明の要旨を逸脱しない範囲で下記の実施形態に変更(例えば構成要素(部材等)の省略又は付加、構成要素の形状の変更等)を加えることが出来るのはもちろんである。なお、下記で説明するような、各部材等の組立てや形成においては、適宜溶接等を用いる。 Embodiments of the present invention will be described with reference to the drawings. In the drawings, the same, corresponding or generic items may be described with the same reference numerals. In the drawings, when there are a plurality of similar, corresponding, or generic items, only some of them may be described with reference numerals. The present invention is not limited only to the following embodiments. It goes without saying that changes (for example, omission or addition of components (members), change of shape of components, etc.) can be added to the following embodiments without departing from the gist of the present invention. It should be noted that welding or the like is used as appropriate in assembling and forming each member and the like as described below.

(ステップ1) まず、浮屋根式貯槽100に貯蔵した貯蔵液を全て抜く(図1参照)。浮屋根式貯槽100は、円盤状の底板102と、この底板102に立設した円筒状の側板104と、貯蔵液に浮く浮屋根1と、その他の諸設備と、により構成される。諸設備としては、ゲージングホーム116、ゲージポール(図示せず)、エアフォーム(図示せず)、せき板(図示せず)、雨よけ板108、ローリングラダー112、レール114、液面計(図示せず)等がある。 (Step 1) First, all the stored liquid stored in the floating roof storage tank 100 is drained (see FIG. 1). The floating roof type storage tank 100 includes a disk-shaped bottom plate 102, a cylindrical side plate 104 erected on the bottom plate 102, a floating roof 1 that floats on a stored liquid, and other facilities. The various facilities include a gauging home 116, a gauge pole (not shown), an air foam (not shown), a dam plate (not shown), a rain guard 108, a rolling ladder 112, a rail 114, a liquid level gauge (not shown). Etc.).

貯蔵液が抜かれると、浮屋根式貯槽100の浮屋根1は、デッキサポート106等の浮屋根サポート部材により、底板102から上方向に間隔をあけて支持される。これにより、浮屋根1は、底板102近傍に位置する。貯蔵液は、例えば工業用水や海水等である。図示した浮屋根1はシングルデッキタイプの浮屋根1であって、この浮屋根1は、デッキ板2と、このデッキ板2の外側(すなわち浮屋根1の外周部)に位置する外周部ポンツーン3と、を有する。デッキ板2の形状は、浮屋根式貯槽100の形状に合わせて決定し、例えば円盤状等の板状になる。外周部ポンツーン3の形状は、浮屋根式貯槽100の形状に合わせて決定し、例えば円環状等の環状(円環に限らず多角環状も含む。)になる。浮屋根1は、シングルデッキタイプであるが、他の例としてダブルデッキタイプ、パンタイプであっても良い。 When the stored liquid is drained, the floating roof 1 of the floating roof storage tank 100 is supported by the floating roof support member such as the deck support 106 with an interval upward from the bottom plate 102. Thereby, the floating roof 1 is located in the baseplate 102 vicinity. The storage liquid is, for example, industrial water or seawater. The illustrated floating roof 1 is a single-deck type floating roof 1, and the floating roof 1 includes a deck plate 2 and an outer peripheral pontoon 3 positioned outside the deck plate 2 (that is, the outer peripheral portion of the floating roof 1). And having. The shape of the deck plate 2 is determined in accordance with the shape of the floating roof storage tank 100, and becomes a plate shape such as a disk shape, for example. The shape of the outer peripheral pontoon 3 is determined in accordance with the shape of the floating roof storage tank 100, and is, for example, an annular shape (not limited to an annular shape, including a polygonal annular shape). The floating roof 1 is a single deck type, but may be a double deck type or a pan type as another example.

(ステップ2) そして、上記諸設備のうちの、この固定屋根の形成方法に不要な設備を撤去する。なお、図2以降ではデッキサポート106が適宜省略されているが、デッキサポート106等の浮屋根サポート部材は、固定屋根を設置して浮屋根1が降下した際の支えに使うため残しておく。また、図2以降では、シール部材110が省略されているが、シール部材110を残しておけば、下降時の浮屋根降下ガイドに使用出来、加えて、転落災害防止にも役立つ。 (Step 2) Then, of the above facilities, the facilities unnecessary for the method of forming the fixed roof are removed. In FIG. 2 and subsequent figures, the deck support 106 is omitted as appropriate, but the floating roof support member such as the deck support 106 is left to be used for supporting when the floating roof 1 is lowered by installing a fixed roof. Further, in FIG. 2 and subsequent figures, the seal member 110 is omitted. However, if the seal member 110 is left, it can be used as a guide for lowering the floating roof when descending, and in addition, it is useful for preventing fall accidents.

(ステップ3) 浮屋根式貯槽100に注水して水張りし、浮屋根1を上昇させて浮屋根式貯槽100の上部に移動させる(図2参照)。浮屋根式貯槽100への水張りは、上記の工業用水や海水を用いても良い。工業用水や海水も水である。海水を用いると、浮力が増し、浮屋根1がより安定する。 (Step 3) Water is poured into the floating roof storage tank 100 to fill it, and the floating roof 1 is raised and moved to the upper part of the floating roof storage tank 100 (see FIG. 2). The above-mentioned industrial water or seawater may be used for water filling the floating roof storage tank 100. Industrial water and seawater are also water. When seawater is used, buoyancy increases and the floating roof 1 becomes more stable.

(ステップ4) 浮屋根1上に、固定屋根30の形成に必要な支持装置及び作業足場を形成する(図3参照)。支持装置は、固定屋根30の屋根骨7等を支持する装置で、例えば、浮屋根1の中央に形成した中央支持装置20(すなわち仮架台)がある。また、作業足場(図示せず)は、固定屋根30の形成に必要な足場で、例えば、外周部ポンツーン3上に形成したものがあるが、外周部ポンツーン3上を直接作業足場としてもよい。このような作業足場を利用して、ブラケット8を側板104の上部に形成する(図3参照)。ブラケット8は、固定屋根の屋根骨7と側板104とを連結する。ブラケット8により、屋根骨7と側板104との連結をスムーズに行うことが出来る。 (Step 4) A supporting device and a work scaffold necessary for forming the fixed roof 30 are formed on the floating roof 1 (see FIG. 3). The support device is a device that supports the roof bone 7 and the like of the fixed roof 30, and includes, for example, a central support device 20 (that is, a temporary mount) formed in the center of the floating roof 1. The work scaffold (not shown) is a scaffold necessary for forming the fixed roof 30 and is formed on the outer peripheral pontoon 3, for example, but the outer peripheral pontoon 3 may be directly used as the work scaffold. Using such a working scaffold, the bracket 8 is formed on the upper portion of the side plate 104 (see FIG. 3). The bracket 8 connects the roof bone 7 of the fixed roof and the side plate 104. The bracket 8 can smoothly connect the roof bone 7 and the side plate 104.

(ステップ5) 上昇した浮屋根1を利用し、浮屋根1の上で、クレーン等の吊り上げ装置40と、中央支持装置20等の支持装置と、を用いて固定屋根30を浮屋根式貯槽100の上部に形成する。 (Step 5) Using the raised floating roof 1, the fixed roof 30 is suspended on the floating roof 1 using a lifting device 40 such as a crane and a supporting device such as the central supporting device 20. Form on top of.

具体的には、まず、屋根骨7を、吊り上げ装置40、中央支持装置20等の支持装置、及び、作業足場を利用して形成する。屋根骨7の部材43は、吊り上げ装置40により吊り上げられ、運ばれる。屋根骨7は、中央支持装置20とブラケット8との間に懸け渡す形状になるように部材43を組立てて形成する。この屋根骨7は、浮屋根式貯槽中央上方を中心として、複数方向に伸びてブラケット8に渡る形状である。そして、この屋根骨7の上に屋根板9を設置する(図3及び図4参照)。これにより、固定屋根30が浮屋根式貯槽100の上部に形成される(図4参照)。 Specifically, first, the roof bone 7 is formed using a lifting device 40, a supporting device such as the central supporting device 20, and a work scaffold. The member 43 of the roof bone 7 is lifted and carried by the lifting device 40. The roof bone 7 is formed by assembling the member 43 so as to be in a shape to be suspended between the central support device 20 and the bracket 8. The roof bone 7 has a shape extending in a plurality of directions and extending over the bracket 8 around the center of the floating roof storage tank. And the roof board 9 is installed on this roof bone 7 (refer FIG.3 and FIG.4). Thereby, the fixed roof 30 is formed in the upper part of the floating roof type storage tank 100 (refer FIG. 4).

このように、上昇させた浮屋根1の上で固定屋根30を形成するこの改造方法は、浮屋根1が水によって高い位置で支持されているので、底板102近傍に位置させた浮屋根1の上で固定屋根30の屋根骨7を形成してから水張りして浮屋根1を上昇させて固定屋根30を形成する従来の方法に比べて、固定屋根30の部材43を吊り上げ装置を用いて吊り上げて側板104を越えさせた後に吊り下ろす距離、及び、その後にこの部材43を吊り上げていた吊り上げ装置40のフック等を上方に移動させる距離を矢印Lのように短くすることが出来る。このため、従来の方法に比べて、安全かつ容易に固定屋根30を形成できる。また、工期の時間も短く出来、落下物についても安全性が高くなる。このように、この浮屋根式貯槽100の改造方法は、施工性良く行うことが出来る改造方法になる。 In this way, in this modification method of forming the fixed roof 30 on the raised floating roof 1, since the floating roof 1 is supported at a high position by water, the floating roof 1 positioned in the vicinity of the bottom plate 102 is used. Compared to the conventional method of forming the fixed roof 30 by forming the roof bone 7 of the fixed roof 30 and then lifting the floating roof 1 to form the fixed roof 30, the member 43 of the fixed roof 30 is lifted using a lifting device. As shown by an arrow L, the distance to be hung after the side plate 104 is lifted and the distance to move the hook of the lifting device 40 that has lifted the member 43 upward can be shortened. For this reason, compared with the conventional method, the fixed roof 30 can be formed safely and easily. In addition, the construction period can be shortened, and the safety of falling objects is increased. Thus, the remodeling method of the floating roof type storage tank 100 is a remodeling method that can be performed with good workability.

また、上記のように、浮屋根式貯槽100の上部に浮屋根1を上昇させてから上記の支持装置又は作業足場を形成する場合、すなわち、上昇させた浮屋根1の上で必要な支持装置又は作業足場を形成する場合、上記同様、支持装置自体、作業足場自体、又はこれらの部材を吊り下ろす距離、及び、その後にこの部材を吊り上げていた吊り上げ装置40のフック等を上方に移動させる距離を矢
印Lのように短くすることが出来る。このため、従来の方法に比べて、安全かつ容易に支持装置等を形成できる。
Further, as described above, when the above-described support device or work scaffold is formed after the floating roof 1 is raised above the floating roof storage tank 100, that is, the necessary support device on the raised floating roof 1. Or, when forming a work scaffold, as described above, the support device itself, the work scaffold itself, or the distance to suspend these members, and the distance to move the hook of the lifting device 40 that has lifted this member upward thereafter. Can be shortened as shown by arrow L. For this reason, a support apparatus etc. can be formed safely and easily compared with the conventional method.

また、水張りによって側板104上端縁の真円度が上昇し精度良く固定屋根30を構築することが出来る。さらに、浮屋根1を、支持装置及び作業足場を支持する部分に有効利用することが出来、既設の浮屋根1を、固定屋根30の形成に有効利用する。さらに、浮屋根1が水によって支持されているので、浮屋根1全体の広い面積で、支持装置及び作業足場からの荷重を平均に受けることが出来る。このため、上記従来の方法に比べ浮屋根1の補強をしなくて良いか又は少なくできる。また、浮屋根1が水によって支持されているので、浮屋根1自体を支持する支持装置を設ける必要もなくなるので、上記従来の方法に比べ、支持装置等を削減することが出来る。また、この浮屋根式貯槽100の改造方法によれば、地震災害などに対応した安全性向上の観点、或いは有効なる消火設備の観点から、既設の浮屋根式貯槽100を固定屋根式貯槽に改造する需要に応じることが出来る。なお、浮屋根1が高い位置にあるので、固定屋根30中央部は正規高さよりも少し高く持ち上げるなどして荷重による降下分を予め配慮することによって屋根骨7を組むことが容易となる。 Further, the roundness of the upper edge of the side plate 104 is increased by water filling, and the fixed roof 30 can be constructed with high accuracy. Furthermore, the floating roof 1 can be effectively used for a portion that supports the support device and the work scaffold, and the existing floating roof 1 is effectively used for forming the fixed roof 30. Furthermore, since the floating roof 1 is supported by water, the load from the support device and the work scaffold can be received on an average over a wide area of the entire floating roof 1. For this reason, it is not necessary to reinforce the floating roof 1 as compared with the conventional method described above, or it can be reduced. In addition, since the floating roof 1 is supported by water, it is not necessary to provide a support device for supporting the floating roof 1 itself, so that the number of support devices and the like can be reduced compared to the conventional method. Moreover, according to this remodeling method of the floating roof storage tank 100, the existing floating roof storage tank 100 is modified to a fixed roof storage tank from the viewpoint of improving safety in response to an earthquake disaster or from the viewpoint of effective fire extinguishing equipment. To meet demand. Since the floating roof 1 is at a high position, it is easy to assemble the roof bone 7 by taking into account the amount of descent due to the load in advance by lifting the central portion of the fixed roof 30 slightly higher than the normal height.

(ステップ6) 固定屋根30の形成後に水抜きし、浮屋根1を浮屋根式貯槽100の底板102近傍(底板102上)に移動させる(図5参照)。底板102近傍に移動させた浮屋根1は、デッキサポート106等の浮屋根サポート部材により、底板102から上方向に間隔をあけて支持される(図6参照)。 (Step 6) After the fixed roof 30 is formed, the water is drained, and the floating roof 1 is moved to the vicinity of the bottom plate 102 (on the bottom plate 102) of the floating roof storage tank 100 (see FIG. 5). The floating roof 1 moved to the vicinity of the bottom plate 102 is supported by a floating roof support member such as a deck support 106 with an interval upward from the bottom plate 102 (see FIG. 6).

なお、水抜き前、特に屋根骨7形成後に上記の支持装置及び作業足場を撤去すると良い。支持装置及び作業足場は、吊り上げ装置40を用いて撤去されるが、このときに撤去すれば、支持装置自体、作業足場自体、又はこれらの部材を吊り上げる距離、及び、その後にこの部材を吊り上げていた吊り上げ装置40のフック等を下方に移動させる距離を短くすることが出来、安全かつ容易に支持装置及び作業足場の撤去を行える。 In addition, it is good to remove said support apparatus and a working scaffold before draining, especially after roof bone 7 formation. The support device and the work scaffold are removed by using the lifting device 40. If the support device and the work scaffold are removed at this time, the support device itself, the work scaffold itself, or a distance for lifting these members, and then the members are lifted. The distance by which the hook or the like of the lifting device 40 is moved downward can be shortened, and the support device and the work scaffold can be removed safely and easily.

(ステップ7) 固定屋根30に形成した取出口35から浮屋根1の解体部材45を取り出す(図6参照)。具体的には、固定屋根30に取出口35(屋根開口部)を形成するとともに、浮屋根1を切断解体し、切断解体した浮屋根1の解体部材45を取出口35から吊り上げ装置40を使って吊り上げ、搬出撤去する。 (Step 7) The dismantling member 45 of the floating roof 1 is taken out from the outlet 35 formed in the fixed roof 30 (see FIG. 6). Specifically, an outlet 35 (roof opening) is formed in the fixed roof 30, the floating roof 1 is cut and disassembled, and the dismantling member 45 of the cut and dismantled floating roof 1 is removed from the outlet 35 using the lifting device 40. Lift and remove.

固定屋根30の形成後に水抜きし、浮屋根1を浮屋根式貯槽100の底板102近傍に移動させ、固定屋根30に形成した取出口35から浮屋根1の解体部材41を取り出すので、底板102近傍に移動させた浮屋根1を解体し、浮屋根1を解体した解体部材45を取出口35を利用して作業性良く取り出すことが出来る。そして、取出口35を固定屋根30に形成するため、この取出口35を大きく形成出来、解体部材45がある程度大きくても許容されるので、浮屋根1の切断解体回数を減らすことができる。このため、浮屋根式貯槽100の改造方法は、固定屋根30形成に利用した浮屋根1を適切に撤去することが出来る。このため、浮屋根1を作業性良く、解体、搬出撤去することが出来る。特に、切断解体した浮屋根1の解体部材45を取出口35から吊り上げ装置40を使って搬出撤去するので、解体部材45がある程度大きくても、容易に搬出撤去出来る。 Since water is drained after the fixed roof 30 is formed, the floating roof 1 is moved to the vicinity of the bottom plate 102 of the floating roof storage tank 100, and the dismantling member 41 of the floating roof 1 is taken out from the outlet 35 formed in the fixed roof 30. The floating roof 1 moved to the vicinity can be dismantled, and the dismantling member 45 dismantling the floating roof 1 can be taken out using the outlet 35 with good workability. And since the taking-out port 35 is formed in the fixed roof 30, this taking-out port 35 can be formed large, and even if the dismantling member 45 is large to some extent, it is permissible, so the number of cutting and dismantling of the floating roof 1 can be reduced. For this reason, the modification method of the floating roof type storage tank 100 can appropriately remove the floating roof 1 used for forming the fixed roof 30. For this reason, the floating roof 1 can be disassembled, removed and removed with good workability. In particular, since the dismantling member 45 of the floating roof 1 that has been cut and dismantled is carried out and removed from the outlet 35 using the lifting device 40, it can be easily carried out and removed even if the dismantling member 45 is somewhat large.

なお、浮屋根1を解体する際等のステップ7において、底板102上に少量の水を張って作業すれば、浮屋根1の切断火花養生が可能となり、加えて、表面保護養生のために亜鉛引き鋼材などの薄板を敷いておけば、底板102表面、塗装ライニングなどを損傷することなく、作業性良く、浮屋根1を切断、解体、撤去することが出来る。更に、張った水を利用して浮体上に解体部材45等を載せて移動させれば、大きな重機搬入と移動が困難な閉塞した浮屋根式貯槽100内での解体部材45の移動を大きな重機に頼らず効率的に行うことが出来る。 In step 7 such as when the floating roof 1 is dismantled, if a small amount of water is placed on the bottom plate 102, the floating roof 1 can be cut and cured, and in addition, zinc can be used for surface protection. If a thin plate such as drawn steel is laid, the floating roof 1 can be cut, disassembled, and removed with good workability without damaging the surface of the bottom plate 102 and the coating lining. Furthermore, if the dismantling member 45 or the like is placed on the floating body using the stretched water and moved, the dismantling member 45 can be moved in the closed floating roof storage tank 100 which is difficult to carry and move. It can be done efficiently without depending on.

(ステップ8) 簡易浮屋根等の新たな浮屋根50を設ける場合、浮屋根1の解体後、新たに形成する浮屋根の部材47(図7参照)及び又は49(図8参照)を取出口35(図7参照)及び又は浮屋根式貯槽100の側板104のマンホール60(図8参照)から浮屋根式貯槽100の内部に搬入し、浮屋根式貯槽100の内部で部材(図7参照)及び又は49(図8参照)を組立てて新たな浮屋根50を形成する。 (Step 8) When a new floating roof 50 such as a simple floating roof is provided, the floating roof member 47 (see FIG. 7) and / or 49 (see FIG. 8) to be newly formed after the floating roof 1 is disassembled is taken out. 35 (see FIG. 7) and / or the manhole 60 (see FIG. 8) of the side plate 104 of the floating roof storage tank 100 is carried into the floating roof storage tank 100, and the members inside the floating roof storage tank 100 (see FIG. 7). And or 49 (refer FIG. 8) is assembled, and the new floating roof 50 is formed.

取出口35は、上記の取出口をそのまま用いる事が出来、浮屋根50形成が容易になる。マンホール60は、通常、建設時や清掃等の時に利用されるものであり、浮屋根式貯槽100の側板104に予め形成してある。 As the take-out port 35, the above-described take-out port can be used as it is, and the floating roof 50 can be easily formed. The manhole 60 is normally used at the time of construction or cleaning, and is formed in advance on the side plate 104 of the floating roof type storage tank 100.

浮屋根50は、例えば、デッキ板51と、このデッキ板51の裏面に形成する浮き53と、デッキ板の外側かつ側板104の間に形成したシール部材54(ショック吸収材)と、を有する。また、貯蔵液が浮屋根式貯槽100に貯蔵されていない場合、浮屋根50は、底板102近傍に位置し、デッキサポート52等の浮屋根サポート部材により、底板102から上方向に間隔をあけて支持される(図7参照)。浮屋根50の部材47又は49は、アルミ材などの軽量屋根材である。 The floating roof 50 includes, for example, a deck plate 51, a float 53 formed on the back surface of the deck plate 51, and a seal member 54 (shock absorbing material) formed outside the deck plate and between the side plates 104. When the stored liquid is not stored in the floating roof storage tank 100, the floating roof 50 is located in the vicinity of the bottom plate 102 and is spaced upward from the bottom plate 102 by a floating roof support member such as the deck support 52. Supported (see FIG. 7). The member 47 or 49 of the floating roof 50 is a lightweight roof material such as an aluminum material.

簡易浮屋根等の新たな浮屋根50を設ける場合にも、底板102上には、浮屋根50の溶接火花養生のための水を少量張っておくか、表面保護養生のために亜鉛引き鋼材などの薄板を敷いておくかする。これにより、底板102表面、塗装ライニングなどを損傷することなく、作業性良く、新規浮屋根50を形成することが出来る。更に、張った水を利用して浮体上に部材47又は49等を載せて移動させれば、大きな重機搬入と移動が困難な閉塞した貯槽内での部材47又は49の移動を大きな重機に頼らず効率的に行うことが出来る。なお、浮屋根50は、シングルタイプであるが、ポンツーンタイプ又はダブルデッキタイプとしても良い。 Even when a new floating roof 50 such as a simple floating roof is provided, a small amount of water for welding spark curing of the floating roof 50 is placed on the bottom plate 102, or galvanized steel is used for surface protection curing. Or lay a thin plate of. Thereby, the new floating roof 50 can be formed with good workability without damaging the surface of the bottom plate 102, the coating lining, and the like. Furthermore, if the member 47 or 49 or the like is placed on the floating body and moved using stretched water, the large heavy machinery relies on the movement of the member 47 or 49 in the closed storage tank that is difficult to carry in and move the large heavy machinery. It can be done efficiently. The floating roof 50 is a single type, but may be a pontoon type or a double deck type.

浮屋根1の解体後、新たに形成する浮屋根50の部材47及び又は49を取出口35及び又は浮屋根式貯槽100の側板104のマンホール60から浮屋根式貯槽100の内部に搬入し、浮屋根式貯槽100の内部で部材47及び又は49を組立てて新たな浮屋根50を形成するので、この浮屋根式貯槽の改造方法は、新たな浮屋根50を容易かつ簡易に形成出来る。特に図8のように低位置にあるマンホールから新規浮屋根50の部材49を浮屋根式貯槽100内に搬入する場合には、部材49の搬入が簡単になる。一方で、取出口35から新規浮屋根50の部材47を浮屋根式貯槽100内に搬入する場合には、部材47を大きく出来、浮屋根50の組立て回数(溶接回数)を減らすことができる。いずれにしても、この浮屋根式貯槽の改造方法は、新規浮屋根50を適切に形成することが出来る。   After dismantling the floating roof 1, the members 47 and / or 49 of the newly formed floating roof 50 are taken into the floating roof storage tank 100 through the outlet 35 and / or the manhole 60 of the side plate 104 of the floating roof storage tank 100 and floated. Since the members 47 and 49 are assembled inside the roof-type storage tank 100 to form a new floating roof 50, the method for remodeling this floating roof-type storage tank can form the new floating roof 50 easily and simply. In particular, when the member 49 of the new floating roof 50 is carried into the floating roof storage tank 100 from the manhole located at the low position as shown in FIG. On the other hand, when the member 47 of the new floating roof 50 is carried into the floating roof storage tank 100 from the outlet 35, the member 47 can be enlarged, and the number of times the floating roof 50 is assembled (the number of weldings) can be reduced. In any case, this floating roof storage tank remodeling method can appropriately form a new floating roof 50.

この発明に係る浮屋根式貯槽の改造方法は、浮屋根と水張りを利用して、既設の浮屋根式貯槽を固定屋根式貯槽に改造する場合に広く適用することが出来る。 The method for remodeling a floating roof storage tank according to the present invention can be widely applied when an existing floating roof storage tank is remodeled into a fixed roof storage tank using a floating roof and water filling.

この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、貯槽の貯蔵液を抜いた状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which extracted the storage liquid of the storage tank. この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図1に続いて、浮屋根式貯槽に注水して水張りし、浮屋根を上昇させる状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which inject | pours water into a floating roof type storage tank and water-fills and raises a floating roof following FIG. . この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図2に続いて、固定屋根を形成する状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which forms a fixed roof following FIG. この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図3に続いて、固定屋根形成後の状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state after fixed roof formation following FIG. この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図4に続いて、浮屋根式貯槽から水抜きし、浮屋根を下降させる状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which drains water from a floating roof type storage tank and descends a floating roof following FIG. この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図5に続いて、浮屋根を解体撤去する状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which dismantles and removes a floating roof following FIG. この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図6に続いて、取出口を用いて新たな浮屋根を形成する状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which forms a new floating roof using an extraction port following FIG. この発明に係る浮屋根式貯槽の改造方法の一例を説明する説明図であり、図6に続いて、マンホールを用いて新たな浮屋根を形成する状態を示す説明図である。It is explanatory drawing explaining an example of the remodeling method of the floating roof type storage tank which concerns on this invention, and is explanatory drawing which shows the state which forms a new floating roof using a manhole following FIG.

符号の説明Explanation of symbols

1 浮屋根2 デッキ板3 外周部ポンツーン7 屋根骨8 ブラケット9 屋根板20 中央支持装置30 固定屋根35 取出口40 吊り上げ装置43 部材45 解体部材47 部材49 部材50 浮屋根51 デッキ板52 デッキサポート53 浮き54 シール部材60 マンホール100 浮屋根式貯槽102 底板104 側板108 雨よけ板110 シール部材112 ローリングラダー114 レール116 ゲージングホーム DESCRIPTION OF SYMBOLS 1 Floating roof 2 Deck board 3 Outer peripheral pontoon 7 Roof bone 8 Bracket 9 Roof board 20 Central support apparatus 30 Fixed roof 35 Exit 40 Lifting apparatus 43 Member 45 Demolition member 47 Member 49 Member 50 Floating roof 51 Deck board 52 Deck support 53 Floating 54 Seal member 60 Manhole 100 Floating roof storage tank 102 Bottom plate 104 Side plate 108 Rain shield 110 Seal member 112 Rolling ladder 114 Rail 116 Gauging home

Claims (3)

既設の浮屋根式貯槽の上部に固定屋根を形成する浮屋根式貯槽の改造方法であって、 前記浮屋根式貯槽に水張りし、前記浮屋根を上昇させて前記浮屋根式貯槽の上部に移動させるステップと、 吊り上げ装置と前記浮屋根上に形成して前記固定屋根の屋根骨を支持する支持装置とを用いて前記浮屋根の上で前記固定屋根を形成するステップと、 を有することを特徴とする浮屋根式貯槽の改造方法。 A method of remodeling a floating roof storage tank that forms a fixed roof on the upper part of an existing floating roof storage tank, which is filled with the floating roof storage tank, and then lifts the floating roof and moves to the upper part of the floating roof storage tank And forming the fixed roof on the floating roof using a lifting device and a support device formed on the floating roof and supporting the roof bone of the fixed roof. Remodeling method of floating roof storage tank. 請求項1記載の浮屋根式貯槽の改造方法において、 前記固定屋根の形成後に水抜きし、前記浮屋根を前記浮屋根式貯槽の底板近傍に移動させるステップと、 前記固定屋根に形成した取出口から前記浮屋根の解体部材を取り出すステップと、 をさらに有することを特徴とする浮屋根式貯槽の改造方法。 In the remodeling method of the floating roof type storage tank according to claim 1, water is drained after the formation of the fixed roof, and the floating roof is moved to the vicinity of the bottom plate of the floating roof type storage tank, and the outlet formed in the fixed roof A step of removing the dismantling member of the floating roof from the above, and a method for remodeling the floating roof storage tank. 請求項2記載の浮屋根式貯槽の改造方法において、 前記浮屋根の解体後、新たに形成する浮屋根の部材を前記取出口及び又は前記浮屋根式貯槽の側板のマンホールから前記浮屋根式貯槽の内部に搬入し、前記浮屋根式貯槽の内部で前記部材を組立てて新たな浮屋根を形成するステップをさらに有することを特徴とする浮屋根式貯槽の改造方法。 The remodeling method of the floating roof storage tank of Claim 2 WHEREIN: After the dismantling of the said floating roof, the member of the newly formed floating roof is the said floating roof storage tank from the said exit and the manhole of the side plate of the said floating roof storage tank. A method for remodeling a floating roof storage tank, further comprising a step of bringing the member into the interior of the floating roof storage tank and assembling the members inside the floating roof storage tank to form a new floating roof.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011052512A (en) * 2009-09-04 2011-03-17 Takenaka Komuten Co Ltd Roof repair construction method and structure
CN102312582A (en) * 2011-07-12 2012-01-11 江苏天誉建材检验有限公司 Construction method for applying polyurea to old flexible waterproof roof for renovation transformation

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6019877A (en) * 1983-07-11 1985-02-01 ト−ヨ−カネツ株式会社 Inner float type tank roof assembling method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6019877A (en) * 1983-07-11 1985-02-01 ト−ヨ−カネツ株式会社 Inner float type tank roof assembling method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011052512A (en) * 2009-09-04 2011-03-17 Takenaka Komuten Co Ltd Roof repair construction method and structure
CN102312582A (en) * 2011-07-12 2012-01-11 江苏天誉建材检验有限公司 Construction method for applying polyurea to old flexible waterproof roof for renovation transformation
CN102312582B (en) * 2011-07-12 2013-04-03 江苏天誉建材检验有限公司 Construction method for applying polyurea to old flexible waterproof roof for renovation transformation

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