JPH0126946B2 - - Google Patents

Info

Publication number
JPH0126946B2
JPH0126946B2 JP56020245A JP2024581A JPH0126946B2 JP H0126946 B2 JPH0126946 B2 JP H0126946B2 JP 56020245 A JP56020245 A JP 56020245A JP 2024581 A JP2024581 A JP 2024581A JP H0126946 B2 JPH0126946 B2 JP H0126946B2
Authority
JP
Japan
Prior art keywords
floating roof
deck
roof
plate
floating
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.)
Expired
Application number
JP56020245A
Other languages
Japanese (ja)
Other versions
JPS57142879A (en
Inventor
Seiichi Kurakata
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ishii Iron Works Co Ltd
Original Assignee
Ishii Iron Works Co Ltd
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 Ishii Iron Works Co Ltd filed Critical Ishii Iron Works Co Ltd
Priority to JP56020245A priority Critical patent/JPS57142879A/en
Publication of JPS57142879A publication Critical patent/JPS57142879A/en
Publication of JPH0126946B2 publication Critical patent/JPH0126946B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は既設のシングルデツキ型の浮屋根をダ
ブルデツキ型に改造する方法に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for converting an existing single deck type floating roof into a double deck type.

浮屋根には種々の形式があるが、主要なものと
して、シングルデツキ型とダブルデツキ型があ
る。
There are various types of floating roofs, but the main ones are single deck type and double deck type.

前者は、浮屋根外周部に環状の浮箱(ポンツー
ン)を備え、中央部に単層の屋根を有する構造で
ある。後者は、浮屋根全面が2層の屋根板により
構成され、この2層の屋根板の間の空間には同心
円状に区画するリム板、および半径方向に区画す
る仕切板(バルクヘツド)が挿入され、隣接する
ポンツーンと水密に区画され、さらに適宜、支
柱、斜材(トラス)などが組み込まれ、補強する
構造である。
The former has a structure with a ring-shaped floating box (pontoon) on the outer periphery of the floating roof and a single-layer roof in the center. In the latter, the entire surface of the floating roof is made up of two layers of roof plates, and in the space between the two layers of roof plates, a rim plate that divides the roof concentrically and a partition plate (bulkhead) that divides the roof in the radial direction are inserted. The structure is watertightly separated from the pontoon, and is reinforced with struts, diagonals (truss), etc., as appropriate.

ダブルデツキ型浮屋根は外気と貯蔵液体の熱遮
断に有効であり、従つて熱放散の防止の効果も大
きいため、特に揮発性の高い液体を貯蔵する場合
や加温して液体を貯蔵する場合に好適な型式であ
る。
The double-deck type floating roof is effective in insulating heat from the outside air and stored liquid, and is therefore highly effective in preventing heat dissipation, so it is particularly useful when storing highly volatile liquids or when storing heated liquids. This is a suitable model.

近年、シングルデツキ型で建設された浮屋根式
貯槽において、従来より揮発性の高い液体に貯蔵
液が変更される場合や、貯槽の保温性能を改善す
る場合、および屋根板上部からの熱吸収による貯
蔵液の蒸発損失を抑止するよう改善する場合に、
浮屋根をダブルデツキ型に改造することが各所で
行なわれている。
In recent years, in floating roof storage tanks constructed with single decks, there are cases where the storage liquid is changed to a more volatile liquid than before, cases where the storage tank's heat retention performance is improved, and cases where heat absorption from the upper part of the roof plate is used. When improving to suppress evaporation loss of storage liquid,
Floating roofs are being converted into double deck types in various places.

従来のシングルデツキ型浮屋根をダブルデツキ
型に改造する方法は、第1図に示すように、貯蔵
液を全て抜き出し、浮屋根1を降下させ、デツキ
ポスト2を介して底板3上で支持した後にさらに
下部デツキプレート4と底板3との間に多数の架
台5を配設し、その架台上でリム板11、バルク
ヘツド6、トラス7、その他デツキポスト、ノズ
ルなどの附属品および上部デツキプレート8を取
りつけて浮屋根を組み立てる方法が採用されてい
た。
As shown in Figure 1, the method of converting a conventional single-deck type floating roof into a double-deck type is to draw out all the stored liquid, lower the floating roof 1, support it on the bottom plate 3 via the deck posts 2, and then further A large number of frames 5 are arranged between the lower deck plate 4 and the bottom plate 3, and the rim plate 11, bulk head 6, truss 7, other accessories such as deck posts and nozzles, and the upper deck plate 8 are attached on the frames. The method used was to assemble a floating roof.

ところがこの方法では、多数の架台5が必要で
あり、その設備費、運搬費、組立て解体費に膨大
な費用がかかり、浮屋根改造費の大きな部分を占
めていた。また、架台の解体にあたつては、狭所
作業の上、多少の危険が伴うという欠点もあつ
た。
However, this method requires a large number of frames 5, and the equipment costs, transportation costs, assembly and disassembly costs are enormous, and account for a large portion of the floating roof modification cost. Another disadvantage was that dismantling the frame required work in a narrow space and was somewhat dangerous.

さらに従来法においては、浮屋根を底板上に降
下させるときにデツキポストの位置で局部的に支
持されるため、浮屋根全体が水平にならずある程
度の歪みや凹凸が発生した状態で固定されること
が避けられなかつた。その状態のまま多くの構造
材を組みつけ、改造を行つた後に再び浮屋根を貯
蔵液上に浮上させた場合、デツキやポンツーンに
無理な力が作用し、安全上問題であつた。
Furthermore, in the conventional method, when the floating roof is lowered onto the bottom plate, it is locally supported at the position of the deck post, so the entire floating roof is not level and is fixed with some degree of distortion or unevenness. was unavoidable. If many structural members were assembled in that state and the floating roof was floated above the storage liquid again after modification, excessive force would be applied to the deck and pontoons, posing a safety problem.

本発明は多数の架台を使用することなくシング
ルデツキ型浮屋根を変形や歪みのないダブルデツ
キ型に改造する方法に関するもので、まず交換ま
たは改造のために増設するデツキポスト用スリー
ブ、センターサンプ、補助サンプ、ルーフドレー
ン抜など、既設のシングルデツキ型浮屋根のデツ
キプレート面に穴を開けて、取り付ける部品を予
め取り付け、また不要になつた開孔部を閉塞した
後に、浮屋根全体が降下した状態から完全に浮上
するのに必要な最小量の水を貯槽内に注入して浮
屋根を浮上させ、浮屋根漏洩を確認した後、その
状態で上部デツキを組立てることを特徴とするも
のである。
The present invention relates to a method for converting a single deck type floating roof into a double deck type without deformation or distortion without using multiple frames. After drilling holes in the deck plate surface of an existing single-deck type floating roof to remove roof drains, attaching the parts to be installed in advance, and closing the openings that are no longer needed, the entire floating roof is lowered. The floating roof is floated by injecting the minimum amount of water necessary for it to float completely into the storage tank, and after confirming leakage of the floating roof, the upper deck is assembled in that state.

以下本発明の方法を図面(第2図、第3図)に
従つて説明する。
The method of the present invention will be explained below with reference to the drawings (FIGS. 2 and 3).

第2図は、貯蔵液を全て抜き出し、浮屋根1を
底板3上に降下させた状態を示す。
FIG. 2 shows a state in which all the stored liquid has been extracted and the floating roof 1 has been lowered onto the bottom plate 3.

この状態において、新規のデツキポスト用スリ
ーブ9を取りつける。
In this state, a new deck post sleeve 9 is attached.

なお、既設のデツキポスト用スリーブでダブル
デツキ用のトラス7、リム板11、バルクヘツド
6の組立ての障害になるものは撤去して盲板10
を取付ける。なお、デツキポスト用スリーブ9を
交換する部位には、デツキポストの代わりに丸太
や鋼管製の仮サポート16を挿入し、一時的に浮
屋根を支持する。さらに、センターサンプ、補助
サンプ、ルーフドレーン抜等、既設のデツキプレ
ート4を貫通して取り付く付属品の取付けを全て
完了させておく。
In addition, the existing deck post sleeves that obstruct the assembly of the double deck truss 7, rim plate 11, and bulk head 6 should be removed and the blind plate 10
Install. In addition, a temporary support 16 made of a log or a steel pipe is inserted in place of the deck post at the location where the deck post sleeve 9 is to be replaced to temporarily support the floating roof. Furthermore, the installation of all accessories, such as a center sump, auxiliary sump, roof drain, etc., that penetrate through the existing deck plate 4 are completed.

しかる後に、第3図に示すように、浮屋根1全
体が底板3から完全に離脱し、浮上するのに必要
な最小量の水をタンク内に注入し、浮屋根を浮上
させる。浮上すると同時に、液面と接する下部デ
ツキ部に漏洩の無いことを確認する。浮上して既
設デツキプレートが水平に保持された状態におい
て、上部デツキ構造物を組立てる。すなわち、既
設のポンツーンの内リム板15から浮屋根の中心
に向つてリム板11、バルクヘツド6、トラス
7、ラフターの順に組立て、溶接を繰り返して中
心部まで組み上げ、最後に上部デツキプレート8
を配列し、ラフターと溶接して二層構造のデツキ
プレートを形成する。
Thereafter, as shown in FIG. 3, the entire floating roof 1 is completely separated from the bottom plate 3, and the minimum amount of water necessary for floating is injected into the tank to float the floating roof. At the same time as it ascends to the surface, confirm that there is no leakage from the lower deck that comes into contact with the liquid surface. Assemble the upper deck structure while floating and holding the existing deck plate horizontally. That is, from the inner rim plate 15 of the existing pontoon, the rim plate 11, bulkhead 6, truss 7, and rafter are assembled in this order toward the center of the floating roof, welding is repeated until the center is assembled, and finally the upper deck plate 8 is assembled.
are arranged and welded to the rafters to form a two-layered deck plate.

以上の説明から明らかなように本発明の浮屋根
の改造方法によれば 浮屋根組立用架台を一切必要とせず、架台の
組立、解体工数及び期間も不要となり、浮屋根
改造時の安全性を著しく向上させると共に、工
期の短縮、工事費の大幅な低減が可能となる。
As is clear from the above explanation, according to the floating roof remodeling method of the present invention, there is no need for any frame for assembling the floating roof, and the number of man-hours and time required for assembling and disassembling the frame is also eliminated, thereby improving safety when remodeling the floating roof. In addition to significantly improving the performance, it is possible to shorten the construction period and significantly reduce construction costs.

浮屋根を水面上に浮上させて既設のデツキプ
レートが水平に保持された状態で上部デツキ構
造体が組みつけられるため、タンク使用時の浮
屋根形状に沿つた改造が可能となり、ポンツー
ンおよびデツキプレートに無理な力が作用せ
ず、雨水排水性能の良い、変形や歪みのない品
質の優れた浮屋根を形成できる。
Since the upper deck structure is assembled with the floating roof floating above the water surface and the existing deck plate held horizontally, it is possible to modify it to fit the shape of the floating roof when the tank is used, and the pontoon and deck plate It is possible to form a high-quality floating roof with good rainwater drainage performance and no deformation or distortion without applying excessive force to the roof.

浮屋根を水面上に浮上させて、上部デツキプ
レートを被覆組立する前に、浮屋根漏洩検査を
行うことが可能なため、検査作業が極めて容易
となり、浮屋根浮力の安全性を確実に確認で
き、経済性、安全性に優れたダブルデツキ型の
浮屋根を提供できる。
It is possible to perform floating roof leakage inspection before floating the floating roof above the water surface and assembling the upper deck plate to cover it, making the inspection work extremely easy and ensuring the safety of the floating roof buoyancy. , we can provide a double deck type floating roof that is highly economical and safe.

等の優れた効果を有するものである。It has excellent effects such as.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来の浮屋根の改造方法の実施例を示
す断面図であり、第2図は本発明の浮屋根の改造
方法によるデツキ上部の組立前の状態の一例を示
す断面図であり、第3図は第2図の状態から浮屋
根を浮上させてデツキ部を組立てる時の状態を示
す断面図である。 1……浮屋根、2……デツキポスト、3……底
板、4……下部デツキプレート、5……架台、6
……バルクヘツド、7……トラス、8……上部デ
ツキプレート、9……新設デツキポスト用スリー
ブ、10……盲板、11……リム板、12……タ
ンク側壁、13……ポンツーン、14……張水、
15……内リム板、16……仮サポート。
FIG. 1 is a sectional view showing an example of a conventional floating roof remodeling method, and FIG. 2 is a sectional view showing an example of the state before assembly of the upper part of a deck according to the floating roof remodeling method of the present invention. FIG. 3 is a sectional view showing the state when the floating roof is floated from the state shown in FIG. 2 and the deck portion is assembled. 1... Floating roof, 2... Deck post, 3... Bottom plate, 4... Lower deck plate, 5... Frame, 6
... Bulk head, 7 ... Truss, 8 ... Upper deck plate, 9 ... Sleeve for newly installed deck post, 10 ... Blind plate, 11 ... Rim plate, 12 ... Tank side wall, 13 ... Pontoon, 14 ... Harishui,
15... Inner rim board, 16... Temporary support.

Claims (1)

【特許請求の範囲】[Claims] 1 既設のシングルデツキ型浮屋根をダブルデツ
キ型に改造する方法において、既設のシングルデ
ツキ型浮屋根の接液面を貫通して取り付く部品を
浮屋根がタンク底板上に降下している状態で全て
取り付けた後、タンク内に水を注入し、浮屋根を
浮上させて液面に接する下部デツキ部の漏洩を確
認し、しかるのち、該浮屋根が浮上して既設デツ
キプレートが水平に保持された状態で上部デツキ
部を組立ることを特徴とする浮屋根式タンクの浮
屋根の改造方法。
1 In the method of converting an existing single deck type floating roof to a double deck type, all parts that penetrate the liquid contact surface of the existing single deck type floating roof are installed while the floating roof is lowered onto the tank bottom plate. After that, water was injected into the tank, the floating roof was raised to the surface, and leakage was confirmed at the lower deck in contact with the liquid surface.Then, the floating roof was raised to the surface and the existing deck plate was held horizontally. A method for modifying a floating roof of a floating roof tank, characterized by assembling an upper deck part with.
JP56020245A 1981-02-16 1981-02-16 Method of remodelling floating roof of floating roof type tank Granted JPS57142879A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56020245A JPS57142879A (en) 1981-02-16 1981-02-16 Method of remodelling floating roof of floating roof type tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56020245A JPS57142879A (en) 1981-02-16 1981-02-16 Method of remodelling floating roof of floating roof type tank

Publications (2)

Publication Number Publication Date
JPS57142879A JPS57142879A (en) 1982-09-03
JPH0126946B2 true JPH0126946B2 (en) 1989-05-25

Family

ID=12021802

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56020245A Granted JPS57142879A (en) 1981-02-16 1981-02-16 Method of remodelling floating roof of floating roof type tank

Country Status (1)

Country Link
JP (1) JPS57142879A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127084A (en) * 2006-11-24 2008-06-05 Ishii Iron Works Co Ltd Method of modifying floating roof

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006335386A (en) * 2005-05-31 2006-12-14 Kyuseki Engineering Kk Roof demolition method of floating roof type tank
JP4945152B2 (en) * 2006-03-14 2012-06-06 東芝燃料電池システム株式会社 Casing lower structure
JP5120693B2 (en) * 2007-09-26 2013-01-16 株式会社石井鐵工所 Method for forming floating roof of storage tank and floating roof of storage tank

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5322683A (en) * 1976-08-16 1978-03-02 Isao Itsuyumi Method of manufacturing reinforcing material for concrete

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5322683A (en) * 1976-08-16 1978-03-02 Isao Itsuyumi Method of manufacturing reinforcing material for concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127084A (en) * 2006-11-24 2008-06-05 Ishii Iron Works Co Ltd Method of modifying floating roof

Also Published As

Publication number Publication date
JPS57142879A (en) 1982-09-03

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