JP5120693B2 - Method for forming floating roof of storage tank and floating roof of storage tank - Google Patents

Method for forming floating roof of storage tank and floating roof of storage tank Download PDF

Info

Publication number
JP5120693B2
JP5120693B2 JP2007248340A JP2007248340A JP5120693B2 JP 5120693 B2 JP5120693 B2 JP 5120693B2 JP 2007248340 A JP2007248340 A JP 2007248340A JP 2007248340 A JP2007248340 A JP 2007248340A JP 5120693 B2 JP5120693 B2 JP 5120693B2
Authority
JP
Japan
Prior art keywords
floating roof
pontoon
deck
storage tank
roof
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2007248340A
Other languages
Japanese (ja)
Other versions
JP2009078826A (en
Inventor
宏治 石井
耕司 池田
Original Assignee
株式会社石井鐵工所
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社石井鐵工所 filed Critical 株式会社石井鐵工所
Priority to JP2007248340A priority Critical patent/JP5120693B2/en
Publication of JP2009078826A publication Critical patent/JP2009078826A/en
Application granted granted Critical
Publication of JP5120693B2 publication Critical patent/JP5120693B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、貯槽の浮屋根の形成方法及び貯槽の浮屋根に関する。   The present invention relates to a method for forming a floating roof of a storage tank and a floating roof of a storage tank.

この種の貯槽の浮屋根には、パンデッキ形浮屋根、いわゆるパンタイプ浮屋根や、特許文献1に開示されているポンツーン付浮屋根、いわゆるポンツーンタイプ浮屋根等があるが、貯槽の浮屋根、特に固定屋根付浮屋根式貯槽の内部浮屋根には、経済的な構造のパンタイプ浮屋根が採用されていた。   Examples of this type of storage tank floating roof include a pan deck type floating roof, a so-called pan type floating roof, a floating roof with a pontoon disclosed in Patent Document 1, a so-called pontoon type floating roof, and the like. In particular, a pan-type floating roof with an economical structure was adopted as the internal floating roof of the floating roof storage tank with a fixed roof.

特開2005−153966JP-A-2005-153966

しかし、浮屋根が経済的構造のパンタイプでは震災時等の強度が不足してしまうおそれがあった。また、浮屋根のデッキに孔があいた場合や、異常沸騰や異常昇圧時等の異常時に浮屋根と貯槽の側板との間から貯蔵液が吹き上げた場合に、貯蔵液が浮屋根のデッキ上に溜まってしまうおそれがあり、その結果浮屋根が傾斜したり浮屋根の浮力が減少してしまう心配があった。本願発明者は、このようなおそれや心配を解消するために浮屋根をポンツーンタイプに改造することを検討した。しかし、特許文献1のように当初からポンツーンタイプとして浮屋根を形成する場合と異なり、浮屋根をパンタイプからポンツーンタイプに改造すると、ポンツーンを形成した外周部の重量がパンタイプの浮屋根の外周部に比べて増加し、図2に基づいて後に詳述するように、浮屋根全体形状が変形を生じるという新たな課題が浮上した。   However, the pan type with a floating roof has an economic structure, there is a risk that the strength will be insufficient during an earthquake. In addition, when the floating roof deck has a hole, or when the storage liquid blows up from between the floating roof and the side plate of the storage tank in the event of abnormal boiling, abnormal pressure, etc., the stored liquid is placed on the floating roof deck. As a result, the floating roof may be inclined or the buoyancy of the floating roof may be reduced. The inventor of the present application examined remodeling the floating roof to a pontoon type in order to eliminate such fears and concerns. However, unlike the case where the floating roof is formed as a pontoon type from the beginning as in Patent Document 1, when the floating roof is remodeled from the pan type to the pontoon type, the weight of the outer peripheral portion where the pontoon is formed becomes the outer periphery of the pan type floating roof. As will be described in detail later with reference to FIG. 2, a new problem has arisen that the entire shape of the floating roof is deformed.

本発明は上記課題に鑑みてなされたものであり、その目的とするところは、パンタイプからポンツーンタイプへの改造による変形が防止された貯槽の浮屋根の形成方法及び貯槽の浮屋根を提供することにある。   The present invention has been made in view of the above problems, and an object of the present invention is to provide a method for forming a floating roof of a storage tank and a floating roof of the storage tank, which are prevented from being deformed by remodeling from a pan type to a pontoon type. There is.

上記課題を解決するため、本発明に係る請求項1記載の貯槽の浮屋根の形成方法の発明は、既設のパンタイプ浮屋根本体のデッキ上の外周部にポンツーンを形成し、かつ該デッキの上面中央部にデッキの中央部の盛り上がりによる変形を防止する重りを設置する貯槽の浮き屋根の形成方法、または前記重りを設置しない場合は、前記デッキ上の外周部に形成したポンツーン相当部位のデッキ下面に、浮力を増加させデッキの外周部の沈みによる変形を防止する浮き体を設置して貯槽の浮き屋根の形成方法とするか、あるいは前記重りを設置せずかつ該浮き体を設置しない場合は、前記ポンツーンの下板を液面より下方に移動させポンツーンの液面より下の内部空間容積を増やして浮力を増加させデッキの外周部の沈みによる変形を防止することを特徴とする。
In order to solve the above-mentioned problem, the invention of the method for forming a floating roof of a storage tank according to claim 1 according to the present invention is characterized in that a pontoon is formed on an outer peripheral portion on a deck of an existing pan type floating roof body , and A method of forming a floating roof of the storage tank that installs a weight that prevents deformation due to the rise of the center of the deck at the center of the upper surface, or a deck corresponding to a pontoon formed on the outer periphery of the deck if the weight is not installed When a floating body that increases buoyancy and prevents deformation due to sinking of the outer periphery of the deck is installed on the lower surface to form a floating roof of the storage tank, or when the weight is not installed and the floating body is not installed is this to prevent deformation due to sinking of the outer peripheral portion of the deck to increase the buoyancy by increasing the interior volume of space below the liquid surface of the pontoons to move the lower plate of the pontoon from the liquid surface downward The features.

また、請求項2の発明に係る貯槽の浮屋根は、既設のパンタイプ浮屋根本体を改造して外周部にポンツーンを形成したポンツーンタイプ浮屋根本体と、前記ポンツーンを形成した外周部の浮力を増加させる浮力増加構造又は前記浮屋根本体のデッキの上面中央部の変形を押さえる重りを設置する構造のうちの少なくとも一方と、を有することを特徴とする。
Further, the floating roof of the storage tank according to the invention of claim 2 has a pontoon type floating roof main body in which a pontoon is formed on the outer peripheral portion by modifying an existing pan type floating roof main body, and the buoyancy of the outer peripheral portion on which the pontoon is formed. And at least one of a structure for increasing the buoyancy increasing structure and a structure for installing a weight that suppresses deformation of the center of the upper surface of the deck of the floating roof main body.

請求項1の発明に係る貯槽の浮屋根の形成方法は、既設のパンタイプ浮屋根本体のデッキ上の外周部にポンツーンを形成してパンタイプ浮屋根本体をポンツーンタイプ浮屋根本体に改造することにより、外周部の重量が増加するため、この外周部は沈み、デッキの中央部(デッキ中央)は盛り上がり、このため、浮屋根本体は、断面略ヘの字状に変形するが、外周部の重量の増加に対する沈みに対しては浮力増加構造に形成するか、あるいはデッキの中央部の盛り上がりに対してはデッキの中央部(デッキ中央)に重りを設置することにより、デッキ外周部の下方への沈みやデッキの中央部の盛り上がりを防止できる。つまり、浮力増加構造を形成すると、外周部の浮力が増加するため、この外周部(すなわちポンツーン)が下方に沈むことを防止できる。また、押さえ構造を形成すると、デッキ中央の盛り上がりを押さえることが出来る。このため、上記二つの構造のうちの少なくとも一方を形成する本発明に係る貯槽の浮屋根の形成方法は、ポンツーンタイプへの改造による変形が防止された貯槽の浮屋根の形成方法となる。
このように、浮屋根をパンタイプからポンツーンタイプに改造することで、パンタイプの浮屋根を撤去してポンツーンタイプの浮屋根を形成する手間等を省け、経済性がよく、材料の搬入が容易である等の利点が生じる。特に、材料の搬入口等に制限がある固定屋根付浮屋根式貯槽の内部浮屋根の場合に、本発明は有効である。
The method for forming a floating roof of a storage tank according to the invention of claim 1 is to form a pontoon on the outer peripheral portion on the deck of an existing pan type floating roof body and remodel the pan type floating roof body into a pontoon type floating roof body. Accordingly, since the weight of the outer peripheral portion is increased, the outer peripheral portion sinks, the central portion of the deck (deck center) is Ri Moriaga, for this,浮屋fundamental body is deformed into shaped cross section f For the sinking with respect to the increase in the weight of the outer peripheral part, it is formed in a buoyancy increasing structure, or for the rising of the central part of the deck, a weight is installed in the central part of the deck (the center of the deck). This prevents the sinking of the lower part and the bulge of the center part of the deck. That is, when the buoyancy increasing structure is formed , the buoyancy of the outer peripheral portion is increased, so that the outer peripheral portion (that is, the pontoon) can be prevented from sinking downward. In addition, if a holding structure is formed, the rise at the center of the deck can be suppressed. For this reason, the formation method of the floating roof of the storage tank according to the present invention that forms at least one of the two structures is a formation method of the floating roof of the storage tank that is prevented from being deformed by modification to the pontoon type.
In this way, remodeling the floating roof from the pan type to the pontoon type eliminates the trouble of removing the pan type floating roof to form the pontoon type floating roof, which is economical and easy to carry in materials. And the like. In particular, the present invention is effective in the case of an internal floating roof of a floating roof storage tank with a fixed roof in which the material entrance is limited.

請求項2の発明に係る貯槽の浮屋根は、既設のパンタイプ浮屋根本体を改造して外周部にポンツーンを形成したポンツーンタイプ浮屋根本体と、前記ポンツーンを形成した外周部の浮力を増加させる浮力増加構造又は前記浮屋根本体のデッキの上面中央部の変形を押さえる重りを設置する構造のうちの少なくとも一方と、を有するので、ポンツーンタイプへの改造による変形が防止された浮屋根となる。
The floating roof of the storage tank according to the invention of claim 2 increases the buoyancy of the pontoon type floating roof main body in which the existing pan type floating roof main body is modified to form a pontoon on the outer peripheral portion and the outer peripheral portion on which the pontoon is formed. At least one of a buoyancy-increasing structure or a structure in which a weight for suppressing deformation of the center of the upper surface of the deck of the floating roof main body is provided. Therefore, the floating roof is prevented from being deformed by remodeling to the pontoon type.

本発明の一実施形態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や対応するもの、総称できるものについては同じ符号を付して説明する。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実施形態に変更を加えることが出来るのはもちろんである。また、本発明の要旨を逸脱しない範囲で実施形態の構成要素を省略出来るのはもちろんである。   An embodiment of the present invention will be described with reference to the drawings. In the drawings, the same, corresponding, and generic items will be described with the same reference numerals. The present invention is not limited to the following embodiments. It goes without saying that the embodiments can be modified without departing from the gist of the present invention. It goes without saying that the constituent elements of the embodiment can be omitted without departing from the gist of the present invention.

本実施形態に係る貯槽の浮屋根の形成方法は、貯槽内にすでに形成されているパンタイプ浮屋根本体の外周部にポンツーンを形成してパンタイプ浮屋根本体をポンツーンタイプ浮屋根本体に改造するとともに、前記ポンツーンを形成した外周部の浮力を増加させる浮力増加構造又は前記浮屋根本体のデッキ中央を押さえる押さえ構造のうちの少なくとも一方を形成するものである。本発明において、ポンツーンタイプ浮屋根本体に改造するステップと、浮力増加構造又は押さえ構造のうちの少なくとも一方を形成するステップとを行う順序は適宜決定し、両ステップを並行して行っても良い。なお、本実施形態では、貯槽は固定屋根付浮屋根式貯槽であり、浮屋根はこの貯槽の内部浮屋根である場合について説明するが、本発明では、固定屋根付でない貯槽にも適用可能である。なお、浮屋根をポンツーンタイプに形成する場合、浮屋根をパンタイプからポンツーンタイプに改造することで、パンタイプの浮屋根を撤去してポンツーンタイプの浮屋根を形成する手間等を省け、経済性がよく、材料の搬入が容易である等の利点が生じる。特に、材料の搬入口等に制限がある固定屋根付浮屋根式貯槽の内部浮屋根の場合に、本発明は有効である。   In the method of forming a floating roof of a storage tank according to the present embodiment, a pontoon is formed on the outer peripheral portion of a pan type floating roof body already formed in the storage tank, and the pan type floating roof body is modified to a pontoon type floating roof body. In addition, at least one of a buoyancy increasing structure for increasing the buoyancy of the outer peripheral portion where the pontoon is formed or a pressing structure for pressing the center of the deck of the floating roof body is formed. In the present invention, the order of performing the step of remodeling the pontoon type floating roof body and the step of forming at least one of the buoyancy increasing structure or the holding structure may be appropriately determined, and both steps may be performed in parallel. In the present embodiment, the storage tank is a floating roof type storage tank with a fixed roof, and the floating roof is an internal floating roof of the storage tank, but the present invention can be applied to a storage tank without a fixed roof. is there. In addition, when the floating roof is formed into a pontoon type, by changing the floating roof from a pan type to a pontoon type, it is possible to eliminate the trouble of removing the pan type floating roof and forming a pontoon type floating roof. And the material is easy to carry in. In particular, the present invention is effective in the case of an internal floating roof of a floating roof storage tank with a fixed roof in which the material entrance is limited.

また、本実施形態に係る貯槽の浮屋根は、パンタイプ浮屋根本体を改造して外周部にポンツーンを形成したポンツーンタイプ浮屋根本体と、前記ポンツーンを形成した外周部の浮力を増加させる浮力増加構造又は前記浮屋根本体のデッキ中央を押さえる押さえ構造のうちの少なくとも一方と、を有する。   In addition, the floating roof of the storage tank according to the present embodiment is a pontoon type floating roof body in which the pontoon is formed on the outer peripheral portion by modifying the pan type floating roof body, and the buoyancy increase that increases the buoyancy of the outer peripheral portion on which the pontoon is formed. And at least one of a structure and a pressing structure for pressing the center of the deck of the floating roof body.

本実施形態の一例を図1乃至図7で詳しく説明する。なお、下記で説明する部材、構造等は基本的には鉄、鋼等の金属により形成される。   An example of this embodiment will be described in detail with reference to FIGS. Note that members, structures, and the like described below are basically formed of a metal such as iron or steel.

図1乃至図3に示すように、本実施形態の一例に係る固定屋根付浮屋根式貯槽10は、図示しない基礎上に形成した底板12、この底板12上に形成した円筒状の側板11、この側板11の上端に形成した屋根13を有する。固定屋根付浮屋根式貯槽10は、貯蔵液20を貯蔵する。固定屋根付浮屋根式貯槽10は、貯蔵液20の液面21上に浮かべた内部浮屋根を有する。貯蔵液20は、水や液体燃料等である。   As shown in FIGS. 1 to 3, a floating roof storage tank 10 with a fixed roof according to an example of this embodiment includes a bottom plate 12 formed on a base (not shown), a cylindrical side plate 11 formed on the bottom plate 12, A roof 13 is formed on the upper end of the side plate 11. The floating roof storage tank 10 with a fixed roof stores the storage liquid 20. The floating roof storage tank 10 with a fixed roof has an internal floating roof that floats on the liquid surface 21 of the storage liquid 20. The storage liquid 20 is water, liquid fuel, or the like.

図1の101は、パンタイプ内部浮屋根本体(パンデッキ形内部浮屋根)を示す。図1のように、パンタイプ内部浮屋根本体101は、円盤状のデッキ103と、このデッキ103の外周部にデッキ103の縁(外周)同心円上に立設させた外周リム板105とにより形成される。外周リム板105は、デッキ103の縁に沿って円環状に形成する。また、パンタイプ内部浮屋根本体101は、内周リム板を有する場合(図2の内周リム板4参照)、あるいは内周リム板(図2の内周リム板4参照)と外周リム板105を接続して仕切る仕切り板(バルクヘッド:図示省略)を形成する場合もある。内周リム板は、外周リム板105よりも内側かつ外周リム板105と所定の間隔をおいて円環状に形成する。   101 of FIG. 1 shows a pan type internal floating roof main body (pan deck type internal floating roof). As shown in FIG. 1, the pan type internal floating roof body 101 is formed by a disk-shaped deck 103 and an outer peripheral rim plate 105 erected on the outer periphery of the deck 103 on an edge (outer periphery) concentric circle of the deck 103. Is done. The outer peripheral rim plate 105 is formed in an annular shape along the edge of the deck 103. The pan type internal floating roof body 101 has an inner peripheral rim plate (see the inner peripheral rim plate 4 in FIG. 2), or an inner peripheral rim plate (see the inner peripheral rim plate 4 in FIG. 2) and an outer peripheral rim plate. In some cases, a partition plate (bulk head: not shown) that connects and partitions 105 is formed. The inner peripheral rim plate is formed in an annular shape inside the outer peripheral rim plate 105 and at a predetermined interval from the outer peripheral rim plate 105.

なお、図1乃至図3において、液面21をシールするために内部浮屋根1(又は101)と、側板11との間に形成するシール材等は省略している。   In FIG. 1 to FIG. 3, a sealing material formed between the internal floating roof 1 (or 101) and the side plate 11 for sealing the liquid surface 21 is omitted.

固定屋根付浮屋根式貯槽10内にすでに形成されている(すでに貯蔵液20に浮かべた)パンタイプ内部浮屋根本体101の外周部にポンツーン6を形成してパンタイプ内部浮屋根本体101をポンツーンタイプ内部浮屋根本体1aに改造する(すなわち、パンタイプ内部浮屋根をポンツーンタイプ内部浮屋根に改造する)には、例えば、図2のように、外周リム板5(外周リム板105に対応する。)よりも内側かつ外周リム板5と所定の間隔をおいて円環状の内周リム板4を外周リム板5と同心円状に形成し、上板7を外周リム板5及び内周リム板4に架け渡して覆うように形成する。また、内周リム板4が予め形成されている場合は、上板7を外周リム板5及び内周リム板4に架け渡すように形成するのみでよい。このように少なくとも外周リム板5(及び内周リム板4)を利用して、パンタイプ内部浮屋根本体101の外周部にポンツーン6を形成する。
ポンツーン6は、外周リム板5及び内周リム板4と、その外周リム板5上縁と内周リム板4上縁とを接続して覆う(架け渡す)上板7とで形成し、その外周リム板5と内周リム板4と上板7とで形成される円環状空間のポンツーン6は、内周リム板4と外周リム板5との間を径方向に接続して仕切る仕切り板(バルクヘッド:図示省略)で区画割りをして隔室(図示省略)化して形成する。このように、ポンツーン6は隔室化して形成されているため、隔室の一室に万一漏れが発生しても、他の隔室が保有する浮力によって安全に浮力維持される。
このような方法によれば、外周リム板5を利用してポンツーン6を容易に形成でき、容易にポンツーンタイプ内部浮屋根本体1aを補強できる。ポンツーンタイプ内部浮屋根本体1aは、デッキ3と、このデッキ3の外周部に設けたポンツーン6と、を有する。
A pontoon 6 is formed on the outer periphery of the pan type internal floating roof body 101 already formed in the floating roof storage tank 10 with a fixed roof (already floated on the storage liquid 20), and the pan type internal floating roof body 101 is pontooned. To modify the type internal floating roof body 1a (that is, to modify the pan type internal floating roof to the pontoon type internal floating roof), for example, as shown in FIG. 2, the outer peripheral rim plate 5 (corresponding to the outer peripheral rim plate 105). .), An annular inner peripheral rim plate 4 is formed concentrically with the outer peripheral rim plate 5 at a predetermined distance from the outer peripheral rim plate 5, and the upper plate 7 is formed as the outer peripheral rim plate 5 and the inner peripheral rim plate. It is formed so as to be bridged over 4 and covered. Further, when the inner peripheral rim plate 4 is formed in advance, it is only necessary to form the upper plate 7 so as to span the outer peripheral rim plate 5 and the inner peripheral rim plate 4. Thus, the pontoon 6 is formed in the outer peripheral part of the pan type internal floating roof main body 101 using at least the outer peripheral rim plate 5 (and the inner peripheral rim plate 4).
The pontoon 6 is formed by an outer peripheral rim plate 5 and an inner peripheral rim plate 4, and an upper plate 7 that connects and covers (bridges) the upper edge of the outer peripheral rim plate 5 and the upper edge of the inner peripheral rim plate 4. A pontoon 6 in an annular space formed by the outer peripheral rim plate 5, the inner peripheral rim plate 4, and the upper plate 7 is a partition plate that connects and partitions the inner peripheral rim plate 4 and the outer peripheral rim plate 5 in the radial direction. (Bulkhead: not shown) is divided into compartments (not shown). As described above, since the pontoon 6 is formed as a compartment, even if a leak occurs in one compartment, the buoyancy is safely maintained by the buoyancy held by the other compartment.
According to such a method, the pontoon 6 can be easily formed using the outer peripheral rim plate 5, and the pontoon type internal floating roof body 1a can be easily reinforced. The pontoon type internal floating roof body 1 a includes a deck 3 and a pontoon 6 provided on the outer periphery of the deck 3.

外周部にポンツーン6を形成すると、このポンツーン6の重量(外周部の重量増加)によりポンツーンタイプ内部浮屋根本体1aの外周部は沈み、デッキ3の中央部は盛り上がるため、ポンツーンタイプ内部浮屋根本体1aは断面略ヘの字状に変形する(図2参照)。このため、この改造とともに、ポンツーン6の重量によるポンツーンタイプ内部浮屋根本体1aの変形を防止する変形防止構造をポンツーンタイプ内部浮屋根本体1aに形成する(図3乃至図7参照)。変形防止構造により、ポンツーンタイプ内部浮屋根本体1aの変形を防止でき、(ポンツーンタイプ)内部浮屋根1の変形を防止できる。この変形防止構造は、ポンツーン6を形成した外周部の浮力を増加させる浮力増加構造又は前記浮屋根本体のデッキ3中央を押さえる押さえ構造のうちの少なくとも一方(図3は両者を示す)を有する。これら構造をポンツーンタイプ内部浮屋根本体1aに形成する。   When the pontoon 6 is formed on the outer peripheral part, the outer part of the pontoon type internal floating roof body 1a sinks and the center part of the deck 3 rises due to the weight of the pontoon 6 (increase in the outer peripheral part). 1a is deformed into a substantially square shape in cross section (see FIG. 2). For this reason, along with this modification, a deformation preventing structure for preventing the deformation of the pontoon type internal floating roof body 1a due to the weight of the pontoon 6 is formed in the pontoon type internal floating roof body 1a (see FIGS. 3 to 7). The deformation prevention structure can prevent deformation of the pontoon type internal floating roof body 1a, and can prevent deformation of the (pontoon type) internal floating roof 1. This deformation preventing structure has at least one of a buoyancy increasing structure for increasing the buoyancy of the outer peripheral portion where the pontoon 6 is formed and a pressing structure for pressing the center of the deck 3 of the floating roof body (FIG. 3 shows both). These structures are formed in the pontoon type internal floating roof body 1a.

押さえ構造は、例えば、ポンツーンタイプ内部浮屋根本体1aに重り16、補強板・補強材等の押さえ部を形成した構造、具体的には、図3や図7に示すように、デッキ3の中央部に押さえ部(ここでは重り16)を設置(固定、戴置等を含む。)した構造である。デッキ3の中央部に押さえ部、特に重り16を設置することにより、容易にデッキ3中央の盛り上がりを押さえることが出来る。このため、ポンツーンタイプ内部浮屋根本体1a(内部浮屋根1)の変形を容易に防止できる。重り16は、鉄板、コンクリート、砂、残材・スクラップ等により構成される。なお、デッキ3を押さえることにより、この盛り上がりの下にベイパーガスが溜まる事も防げる。押さえ部の重量、大きさ、形状、位置等は、浮力増加構造を他に形成するか否かの検討や、ポンツーンタイプ内部浮屋根本体1aの形状、大きさ、重量、強度等を考慮し、ポンツーンタイプ内部浮屋根本体1a(内部浮屋根1)が変形しないように適宜決定する。押さえ構造のみを形成する時は、全ての工事作業がデッキ3上で行えるため、施工容易な方法となる。   The holding structure is, for example, a structure in which a weight 16 and a holding portion such as a reinforcing plate / reinforcing material are formed on the pontoon type internal floating roof main body 1a, specifically, as shown in FIG. 3 and FIG. This is a structure in which a pressing part (weight 16 in this case) is installed (including fixing, placing, etc.) on the part. By installing a pressing portion, in particular, a weight 16 in the center portion of the deck 3, it is possible to easily suppress the bulge in the center of the deck 3. For this reason, a deformation | transformation of the pontoon type internal floating roof main body 1a (internal floating roof 1) can be prevented easily. The weight 16 is composed of iron plate, concrete, sand, remaining material / scrap, and the like. In addition, by holding down the deck 3, it is possible to prevent vapor gas from accumulating under this rise. The weight, size, shape, position, etc. of the holding part are considered whether to form another buoyancy increasing structure or the shape, size, weight, strength, etc. of the pontoon type internal floating roof body 1a, It determines suitably so that the pontoon type internal floating roof main body 1a (internal floating roof 1) may not deform | transform. When only the holding structure is formed, since all the construction work can be performed on the deck 3, it is an easy construction method.

浮力増加構造は、例えば、ポンツーン6の下方に浮き体15を形成した浮き体構造(図3及び図4参照)と、ポンツーン6の下部の内部空間容積を増やした容積増加構造(図5及び図6参照)とのうちの少なくとも一方を有する。このように、浮力増加構造をポンツーンタイプ内部浮屋根本体1aに形成すると、ポンツーン6自体等の外周部の浮力が増加するため、ポンツーンタイプ内部浮屋根本体1aの外周部(すなわちポンツーン6)が下方に沈むことを防止できる。これにより、ポンツーンタイプ内部浮屋根本体1a(内部浮屋根1)の変形を防止できる。また、浮力増加構造により、内部浮屋根1全体の浮力増加が得られ、内部浮屋根1が破損しても沈降することを防ぐことができる。浮力増加構造を形成することにより、特に、この浮力増加構造をポンツーン6に沿って環状に又は上下左右等に対象に形成することにより、内部浮屋根1の浮力バランス、重量バランスが良くなる。   The buoyancy increasing structure includes, for example, a floating body structure (see FIGS. 3 and 4) in which a floating body 15 is formed below the pontoon 6, and a volume increasing structure in which the internal space volume below the pontoon 6 is increased (see FIGS. 5 and 5). 6)). Thus, when the buoyancy increasing structure is formed in the pontoon type internal floating roof main body 1a, the buoyancy of the outer peripheral portion of the pontoon 6 itself and the like increases, so the outer peripheral portion of the pontoon type internal floating roof main body 1a (that is, the pontoon 6) is downward. Can be prevented from sinking. Thereby, a deformation | transformation of the pontoon type internal floating roof main body 1a (internal floating roof 1) can be prevented. Moreover, the buoyancy increase structure can increase the buoyancy of the entire internal floating roof 1, and can prevent the internal floating roof 1 from sinking even if it is damaged. By forming the buoyancy increasing structure, in particular, by forming this buoyancy increasing structure in an annular shape or vertically and horizontally along the pontoon 6, the buoyancy balance and weight balance of the internal floating roof 1 are improved.

浮き体構造は、例えば、ポンツーン6に同心円状かつポンツーン6に沿った形状の環状の浮き体15をポンツーン6の下面に設置(固定、当接含む)する構造である(図3及び図4参照)。浮き体15は、例えば、アルミニウム製、鋼製等の内部が空洞の浮力体である。ポンツーン6の下方に浮き体15を設けた構造は、例えば、浮き体15を環状ではなく複数の箱型の浮きとして、この浮きをポンツーン6の下方の所定位置に設置した構造であってもよい。浮き体15の重量、大きさ、形状、位置等は、他の浮力増加構造又は押さえ構造を他に形成するか否かの検討や、ポンツーンタイプ内部浮屋根本体1aの形状、大きさ、重量、強度等を考慮してポンツーンタイプ内部浮屋根本体1a(内部浮屋根1)が変形しないように適宜決定する。なお、この構造は、浮力バランスの調節が容易である、簡単に形成できる等の利点を有する。そして、デッキ3を改造せずに取付けて、外周部に所定の浮力を与えることが出来る。また、この浮き体15を形成してからパンタイプ内部浮屋根本体101をポンツーンタイプ内部浮屋根本体1aに改造すると、浮屋根に浮き体15で剛性を付加してから浮屋根をポンツーンタイプに改造できるため、ポンツーンタイプへの改造が容易にできる。   The floating body structure is, for example, a structure in which an annular floating body 15 concentric with the pontoon 6 and formed along the pontoon 6 is installed (fixed and abutted) on the lower surface of the pontoon 6 (see FIGS. 3 and 4). ). The floating body 15 is a buoyancy body having a hollow inside made of, for example, aluminum or steel. The structure in which the floating body 15 is provided below the pontoon 6 may be, for example, a structure in which the floating body 15 is not a ring but a plurality of box-shaped floats, and this float is installed at a predetermined position below the pontoon 6. . The weight, size, shape, position, etc. of the floating body 15 are determined by examining whether or not to form another buoyancy increasing structure or a holding structure, and the shape, size, weight, etc. of the pontoon type internal floating roof body 1a. The pontoon type internal floating roof body 1a (internal floating roof 1) is appropriately determined in consideration of strength and the like. This structure has advantages such as easy adjustment of the buoyancy balance and simple formation. Then, the deck 3 can be attached without modification, and a predetermined buoyancy can be given to the outer peripheral portion. If the pan type internal floating roof body 101 is modified to the pontoon type internal floating roof body 1a after the floating body 15 is formed, the floating roof is modified to the pontoon type after adding rigidity to the floating roof with the floating body 15. This makes it easy to convert to a pontoon type.

容積増加構造は、例えば、ポンツーン6の下板(デッキ3の外周部)を斜めにして下方に移動させてバランスを保つ形状の空間17を形成した構造(図5参照)、又は、ポンツーン6の下板(デッキの外周部)を並行に下方に移動させ容積を確保する形状の空間18を形成した構造(図6参照)である。この構造により、ポンツーンタイプ内部浮屋根本体1aに空間17又は空間18が形成されてポンツーン6の液面より下の内部空間容積が増やされ、外周部の浮力が増加する。容積増加構造は、上記の両者の構造を有しても良い。上記の二つの構造のうちの少なくとも一方を有することにより、ポンツーンの浮力を確実に増加させることが出来る。空間17又は18は、例えば、ポンツーン6に沿った環状に形成する。空間17又は18は、例えば、ポンツーン6内に所々上下左右対称等にバランスよく複数形成した空間により構成される。空間17又は18の大きさ、形状、位置等は、他の浮力増加構造又は重りを形成した構造を他に形成するか否かの検討や、ポンツーンタイプ内部浮屋根本体1aの形状、大きさ、重量、強度等を考慮してポンツーンタイプ内部浮屋根本体1a(内部浮屋根1)が変形しないように適宜決定する。   The volume increasing structure is, for example, a structure (see FIG. 5) in which the lower plate (the outer peripheral portion of the deck 3) of the pontoon 6 is inclined and moved downward to form a space 17 having a shape that maintains balance, or the pontoon 6 This is a structure (see FIG. 6) in which the lower plate (the outer periphery of the deck) is moved downward in parallel to form a space 18 having a shape that secures the volume. With this structure, the space 17 or the space 18 is formed in the pontoon type internal floating roof main body 1a, the internal space volume below the liquid level of the pontoon 6 is increased, and the buoyancy of the outer peripheral portion is increased. The volume increasing structure may have both of the above structures. By having at least one of the above two structures, the buoyancy of the pontoon can be reliably increased. The space 17 or 18 is formed in an annular shape along the pontoon 6, for example. The space 17 or 18 is constituted by, for example, a plurality of spaces that are formed in a balanced manner in the pontoon 6 such as vertically and horizontally symmetrically. The size, shape, position, etc. of the space 17 or 18 are determined as to whether to form another buoyancy increasing structure or a structure having a weight, and the shape, size, and size of the pontoon type internal floating roof body 1a, The pontoon type internal floating roof body 1a (internal floating roof 1) is appropriately determined in consideration of weight, strength, and the like.

浮力増加構造をまず採用し、さらに調整用として押さえ構造を加える場合は、バランス性により優れた浮屋根とすることができる。   When a buoyancy increasing structure is first adopted and a holding structure is added for adjustment, a floating roof that is superior in balance can be obtained.

上記説明したように、本実施形態に係る貯槽の浮屋根の形成方法によれば、パンタイプからポンツーンタイプへの改造による変形が防止され強度と浮力を増加した貯槽の浮屋根の形成方法となるので産業上広く適用が可能となる。そして、本実施形態に係る本実施形態に係る貯槽の浮屋根は、パンタイプからポンツーンタイプへの改造による変形が防止され強度と浮力を増加した貯槽の浮屋根となるので産業上広範囲に適用が可能となる。   As described above, according to the storage tank floating roof forming method according to the present embodiment, the storage tank floating roof forming method is prevented from being deformed by remodeling from the pan type to the pontoon type, and the strength and buoyancy are increased. Therefore, it can be widely applied industrially. And the floating roof of the storage tank according to this embodiment according to the present embodiment is applied to a wide range of industries because it becomes a floating roof of the storage tank which is prevented from being deformed by remodeling from the pan type to the pontoon type and has increased strength and buoyancy. It becomes possible.

固定屋根付浮屋根式貯槽の内部浮屋根の形成方法の一例を説明するための説明図であり、パンタイプ内部浮屋根が貯槽内にすでに形成されている固定屋根付浮屋根式貯槽の概略断面を示す図である。It is explanatory drawing for demonstrating an example of the formation method of the internal floating roof of a floating roof storage tank with a fixed roof, and is a schematic cross section of the floating roof storage tank with a fixed roof in which the pan type internal floating roof is already formed in the storage tank FIG. 固定屋根付浮屋根式貯槽の内部浮屋根の形成方法の一例を説明するための説明図であり、パンタイプ内部浮屋根本体をポンツーンタイプ内部浮屋根本体に改造した際の変形が生じた状態を示す固定屋根付浮屋根式貯槽の概略断面を示す図である。It is explanatory drawing for demonstrating an example of the formation method of the internal floating roof of a floating roof type storage tank with a fixed roof, and the deformation | transformation at the time of remodeling a pan type internal floating roof main body into a pontoon type internal floating roof main body has occurred. It is a figure which shows the schematic cross section of the floating roof storage tank with a fixed roof shown. 固定屋根付浮屋根式貯槽の内部浮屋根の形成方法の一例を説明するための説明図であり、ポンツーンタイプ内部浮屋根本体に変形防止構造を形成した後の固定屋根付浮屋根式貯槽の概略断面を示す図である。It is explanatory drawing for demonstrating an example of the formation method of the internal floating roof of a floating roof storage tank with a fixed roof, and is the outline of the floating roof storage tank with a fixed roof after forming a deformation | transformation prevention structure in the pontoon type internal floating roof main body. It is a figure which shows a cross section. 固定屋根付浮屋根式貯槽の内部浮屋根の一例を示す図である。It is a figure which shows an example of the internal floating roof of a floating roof type storage tank with a fixed roof. 固定屋根付浮屋根式貯槽の内部浮屋根の一例を示す図である。It is a figure which shows an example of the internal floating roof of a floating roof type storage tank with a fixed roof. 固定屋根付浮屋根式貯槽の内部浮屋根の一例を示す図である。It is a figure which shows an example of the internal floating roof of a floating roof type storage tank with a fixed roof. 固定屋根付浮屋根式貯槽の内部浮屋根の一例を示す図である。It is a figure which shows an example of the internal floating roof of a floating roof type storage tank with a fixed roof.

符号の説明Explanation of symbols

1 内部浮屋根
1a ポンツーンタイプ内部浮屋根本体
3 デッキ
4 内周リム板
5 外周リム板
6 ポンツーン
7 上板
10 固定屋根付浮屋根式貯槽
11 側板
12 底板
13 屋根
15 浮き体
16 重り
17 空間
18 空間
20 液体
21 液面
101 パンタイプ内部浮屋根本体
103 デッキ
105 外周リム板
DESCRIPTION OF SYMBOLS 1 Internal floating roof 1a Pontoon type internal floating roof main body 3 Deck 4 Inner circumference rim board 5 Outer circumference rim board 6 Pontoon 7 Upper board 10 Floating roof storage tank 11 with a fixed roof Side board 12 Bottom board 13 Roof 15 Floating body 16 Weight 17 Space 18 Space 20 Liquid 21 Liquid surface 101 Pan type internal floating roof body 103 Deck 105 Outer rim plate

Claims (2)

既設のパンタイプ浮屋根本体のデッキ上の外周部にポンツーンを形成し、かつ該デッキの上面中央部にデッキの中央部の盛り上がりによる変形を防止する重りを設置する貯槽の浮き屋根の形成方法、または前記重りを設置しない場合は、前記デッキ上の外周部に形成したポンツーン相当部位のデッキ下面に、浮力を増加させデッキの外周部の沈みによる変形を防止する浮き体を設置して貯槽の浮き屋根の形成方法とするか、あるいは前記重りを設置せずかつ該浮き体を設置しない場合は、前記ポンツーンの下板を液面より下方に移動させポンツーンの液面より下の内部空間容積を増やして浮力を増加させデッキの外周部の沈みによる変形を防止することを特徴とする貯槽の浮屋根の形成方法。 A method for forming a floating roof of a storage tank, in which a pontoon is formed on the outer peripheral portion on the deck of an existing pan type floating roof main body, and a weight for preventing deformation due to the rising of the central portion of the deck is installed at the center of the upper surface of the deck, Alternatively, if the weight is not installed, a floating body that increases buoyancy and prevents deformation due to the sinking of the outer periphery of the deck is installed on the bottom surface of the deck corresponding to the pontoon formed on the outer periphery of the deck. When the roof is formed or the weight is not installed and the floating body is not installed, the lower plate of the pontoon is moved below the liquid level to increase the internal space volume below the pontoon liquid level. A method for forming a floating roof of a storage tank, characterized by increasing buoyancy and preventing deformation due to sinking of the outer periphery of the deck . 既設のパンタイプ浮屋根本体を改造して外周部にポンツーンを形成したポンツーンタイプ浮屋根本体と、前記ポンツーンを形成した外周部の浮力を増加させる浮力増加構造又は前記浮屋根本体のデッキの上面中央部の変形を押さえる重りを設置する構造のうちの少なくとも一方と、を有することを特徴とする貯槽の浮屋根。
A pontoon type floating roof body in which an existing pan type floating roof body is modified to form a pontoon on the outer periphery, and a buoyancy increasing structure for increasing the buoyancy of the outer periphery on which the pontoon is formed or the center of the top surface of the deck of the floating roof body A floating roof for a storage tank, comprising: at least one of a structure for installing a weight that suppresses deformation of the portion .
JP2007248340A 2007-09-26 2007-09-26 Method for forming floating roof of storage tank and floating roof of storage tank Active JP5120693B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007248340A JP5120693B2 (en) 2007-09-26 2007-09-26 Method for forming floating roof of storage tank and floating roof of storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007248340A JP5120693B2 (en) 2007-09-26 2007-09-26 Method for forming floating roof of storage tank and floating roof of storage tank

Publications (2)

Publication Number Publication Date
JP2009078826A JP2009078826A (en) 2009-04-16
JP5120693B2 true JP5120693B2 (en) 2013-01-16

Family

ID=40653891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007248340A Active JP5120693B2 (en) 2007-09-26 2007-09-26 Method for forming floating roof of storage tank and floating roof of storage tank

Country Status (1)

Country Link
JP (1) JP5120693B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114803173B (en) * 2022-06-15 2023-09-12 连云港同晖石化设备制造有限公司 Spliced anti-blocking sealed inner floating disc

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57142879A (en) * 1981-02-16 1982-09-03 Ishii Tekkosho Kk Method of remodelling floating roof of floating roof type tank
JPH0710715B2 (en) * 1993-03-03 1995-02-08 東北電力株式会社 Weather sealing device for floating roof tanks
JPH10316193A (en) * 1997-05-15 1998-12-02 Ishikawajima Harima Heavy Ind Co Ltd Deck repairing method for floating roof-type storage tank
JP4229235B2 (en) * 2003-11-27 2009-02-25 株式会社石井鐵工所 Buoyancy enhancement structure of floating roof
JP4370598B2 (en) * 2003-12-12 2009-11-25 株式会社石井鐵工所 Modified floating roof structure
JP4178471B2 (en) * 2004-02-05 2008-11-12 株式会社Ihi Method for maintaining buoyancy of floating roof of storage tank and floating roof structure using the same

Also Published As

Publication number Publication date
JP2009078826A (en) 2009-04-16

Similar Documents

Publication Publication Date Title
US6190089B1 (en) Deep draft semi-submersible offshore structure
RU2133690C1 (en) Water craft
KR20010085480A (en) Low heave motion semi-submersible vessel
JP7033390B2 (en) Deck crane installation structure and ships
CN108883815B (en) Ship cargo hold with void space
US11084553B2 (en) Floating offshore structures with round pontoons
JP2018193054A (en) Vessel
JP5120693B2 (en) Method for forming floating roof of storage tank and floating roof of storage tank
JP6368060B1 (en) Liquid cargo bulk carrier
KR102117387B1 (en) Arrangement scheme of living quarter in semi-submersible drilling rig
JP7088452B2 (en) Offshore floating structure
KR101806851B1 (en) Temporary levee structure using guideframe and the construction method therefor
JP7174424B2 (en) Operation method of quay wall structure and fender
KR102050940B1 (en) Apparatus for scaffold
WO2017112505A2 (en) Buoyant offshore structure
KR102456766B1 (en) Ship
KR20210124837A (en) Method on tandem of launching ship in dry-dock by using buoyancy structure-combined keel block having added buoyancy
JP6973732B2 (en) Riser tube support structure
KR101259627B1 (en) Corrosion protection apparatus for caisson of a ship
KR102125104B1 (en) Hatch structure and drillship including the same
US20100206213A1 (en) Method for Constructing a Floating Unit
KR102130307B1 (en) A vessel tank system
KR102176545B1 (en) Hull construction type cyliderical storage tank and install method of the cyliderical storage tank
KR20140096904A (en) Supporting structure for upper deck structure of marine structure
KR101808871B1 (en) Support Structure of Container Ship

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100830

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120514

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120605

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120725

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120925

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20121011

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20151102

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5120693

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250