JPS5993685A - Floating roof type tank - Google Patents

Floating roof type tank

Info

Publication number
JPS5993685A
JPS5993685A JP57204124A JP20412482A JPS5993685A JP S5993685 A JPS5993685 A JP S5993685A JP 57204124 A JP57204124 A JP 57204124A JP 20412482 A JP20412482 A JP 20412482A JP S5993685 A JPS5993685 A JP S5993685A
Authority
JP
Japan
Prior art keywords
floating roof
needle base
needle
flexible membrane
tank
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.)
Granted
Application number
JP57204124A
Other languages
Japanese (ja)
Other versions
JPS6218431B2 (en
Inventor
豊 柴田
昭 西村
高野 耕輔
蔵方 誠一
赤松 隆治
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.)
Kajima Corp
Sumitomo Electric Industries Ltd
Ishii Iron Works Co Ltd
Original Assignee
Kajima Corp
Sumitomo Electric Industries Ltd
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 Kajima Corp, Sumitomo Electric Industries Ltd, Ishii Iron Works Co Ltd filed Critical Kajima Corp
Priority to JP57204124A priority Critical patent/JPS5993685A/en
Publication of JPS5993685A publication Critical patent/JPS5993685A/en
Publication of JPS6218431B2 publication Critical patent/JPS6218431B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は例えば石油タンク等として使用する浮屋根式タ
ンクの改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in a floating roof tank used as, for example, an oil tank.

石油タンクの一種に内容物の蒸気捕失を防ぐため浮屋根
を設けるものがある。そしてその浮屋根ふ 下部に柔軟な膜よりなる複数の針基を設け、タンク本体
内に入れる液体とは別の液体を該針基に入れる構造のタ
ンクの既発明がある(本発明者らの既出願の昭和56年
特許願第185830号(昭和56年11月18日付)
異種類の液体を同時に貯蔵できる浮屋根式貯槽)。
One type of oil tank is equipped with a floating roof to prevent vapors from escaping the contents. There is an existing invention of a tank having a structure in which a plurality of needle bases made of a flexible membrane are provided at the lower part of the floating roof, and a liquid different from the liquid to be poured into the tank body is poured into the needle bases (the present inventors Already filed Patent Application No. 185830 (dated November 18, 1981)
A floating roof storage tank that can store different types of liquids at the same time).

上記既発明の本質的特徴は、正常時には柔軟な膜よりな
る複数の針基が、該針基の液の有無にかかわらず、浮屋
根の中心点に関して実質的に対称な浮力をうけるように
配置することである。即ち浮屋根全体が水平面から傾い
たり、たわんだりしないように調整されている。
The essential feature of the above-mentioned invention is that, under normal conditions, the plurality of needle bases made of flexible membranes are arranged so as to receive substantially symmetrical buoyancy with respect to the center point of the floating roof, regardless of the presence or absence of liquid in the needle bases. It is to be. In other words, the entire floating roof is adjusted so that it does not tilt or sag from the horizontal plane.

上記既発明において柔軟な膜の形状が曲面部をもたない
ことから製作が最も現実的な構造のものを第1図に示す
。柔軟な膜(1)の形状は断面が正方形の長い直方体を
該正方形の対角線を含む平面で斜め割りしたものである
(第1図(alに示す)。その柔軟な膜(1)と浮屋根
下部デツキ板(3)、および下部デツキ板から下方にお
ろされる仕切板(2)とで囲まれる空間が浮屋根下面の
針基(5)である(第1図(blに示す)。そのような
複数の針基(5)は浮屋根(円形)の中心線に関して対
称に配置ξされている。
FIG. 1 shows a structure that is the most practical to manufacture in the above-mentioned existing invention because the shape of the flexible membrane does not have a curved surface. The shape of the flexible membrane (1) is a long rectangular parallelepiped with a square cross section diagonally divided along a plane that includes the diagonal of the square (shown in Figure 1 (al)).The flexible membrane (1) and the floating roof The space surrounded by the lower deck plate (3) and the partition plate (2) lowered downward from the lower deck plate is the needle base (5) on the lower surface of the floating roof (shown in Figure 1 (bl). A plurality of needle bases (5) are arranged ξ symmetrically with respect to the center line of the floating roof (circular).

(第1図(0、((’]に示す。)なお第1図(1))
において符号(1)の点線は該針基が空のさき、および
満杯のときの柔軟な膜の位置を示す。該針基への液の注
排8配も°は図示しないが浮屋根ダブルデツキ(4)の
空間又は下部デツキ直下部を通すものとする。捷たデツ
キポストも通常通り設けるが図示していない。
(Figure 1 (0, (shown in (')). Figure 1 (1))
The dotted line labeled (1) indicates the position of the flexible membrane when the needle base is empty and when it is full. Although not shown, the liquid is injected and discharged into the needle base through the space of the floating roof double deck (4) or directly below the lower deck. A broken deck post is also installed as usual, but it is not shown.

上記既発明品において考えておくべきことは、配管系に
不具合が生じ、針基群の液量が偏り、浮屋根に働く浮力
に不均一化を生じて浮屋根に大きなたわみ力が働く場合
への設計配慮である。第1図の例で示せば、両端の針基
にのみ液が入った場合を想定すればよい。このとき浮屋
根の両端部はもちあげられ、強度が不十分であれば浮屋
根の中はどで折れ1がる危険性がある。したかつて十分
な補強を要するがコスト的に高くなる。
What should be considered with the above-mentioned already invented product is that if a problem occurs in the piping system and the liquid level in the needle base group becomes uneven, the buoyancy force acting on the floating roof becomes uneven and a large deflection force is applied to the floating roof. This is a design consideration. In the example of FIG. 1, it is sufficient to assume that liquid enters only the needle hubs at both ends. At this time, both ends of the floating roof are lifted up, and if the strength is insufficient, there is a risk that the inside of the floating roof will break at some point. However, sufficient reinforcement is required, but the cost is high.

捷だ第1図のような針基の配置を行なうと、地震時の針
基の長手方向に直角な方向へのスロッシングに対しては
柔軟な膜や仕切板の効果によってスロッシング抑制効果
が期待できるが、平行な方向へのスロッシングに対して
は柔軟な膜や仕切板のスロッシング抑制効果は特に針基
が空のとき期待できない。
By arranging the needle base as shown in Figure 1, the flexible membrane and partition plate can be expected to suppress sloshing in the direction perpendicular to the longitudinal direction of the needle base during an earthquake. However, against sloshing in the parallel direction, the sloshing suppressing effect of a flexible membrane or partition plate cannot be expected, especially when the needle base is empty.

本発明は上記に鑑みこのような問題点を解消するため開
発されたものである。以下例示の図面に就いて本発明の
詳細な説明する、たソしこの例だけに本発明が限定され
るものでは決してない。
In view of the above, the present invention was developed to solve these problems. The present invention will be explained in detail below with reference to the illustrative drawings, but the present invention is in no way limited to these examples.

第2図はこの発明の要部の構造を示す。柔軟な膜(1)
、および針基(5)の基本的構造は第1図と同じである
。たソし第2図では、まず浮屋根の円形を2本の中心線
で分けられる4つのブロックに分は各ブロック毎に針基
を設ける。各ブロックに設けられた針基の長手方向は左
右側となりのブロックに設けられた針基の長手方向と直
交させるものとする。当然ながら正常時は各ブロックが
受ける浮力は針基の液の有無にかかわらず浮屋根の中心
点に関して対称である。配管、デツキポストについては
第1図と同様図示しない。
FIG. 2 shows the structure of the main part of this invention. Flexible membrane (1)
, and the basic structure of the needle base (5) are the same as in FIG. In Figure 2, first, the circular shape of the floating roof is divided into four blocks divided by two center lines, and a needle base is provided for each block. The longitudinal direction of the needle base provided in each block shall be orthogonal to the longitudinal direction of the needle base provided in the blocks adjacent to the left and right sides. Naturally, under normal conditions, the buoyancy force exerted on each block is symmetrical with respect to the center point of the floating roof, regardless of the presence or absence of liquid at the needle base. Piping and deck posts are not shown as in Figure 1.

第2図に示した本発明品9特長は次のようになる。まず
第1図の既発明品では針基が1方向にのみ平行して並ん
でいたため、その方向に直角なたわみ力に対して構造的
に不利であったが、第2図の本発明品では針基が2方向
に直交して並ぶためどの方向のたわみ力に対しても構造
的に有利となる。
The features of the nine products of the present invention shown in FIG. 2 are as follows. First, in the conventional product shown in Fig. 1, the needle hubs were arranged parallel to each other in only one direction, which was structurally disadvantageous to the bending force perpendicular to that direction. Since the needle hubs are arranged perpendicularly in two directions, it is structurally advantageous against deflection forces in any direction.

また第1図の既発明品では針基が1方向にのみ平行して
並んでいたため、針基の液量が少ないとき、あるいは空
のとき、その方向に平行なスロッシングに対して柔軟な
膜、仕切板の抑制効果が期待できなかったが、第2図の
本発明品では針基が2方向に直交して並ぶため、どの方
向のスロッシングに対しても柔軟な膜、仕切板の抑制効
果が期待できる。
In addition, in the previously invented product shown in Figure 1, the needle bases were arranged parallel to each other in only one direction, so when the needle base was low in liquid or empty, the membrane was flexible against sloshing parallel to that direction. However, in the product of the present invention shown in Fig. 2, the needle bases are arranged orthogonally in two directions, so the flexible membrane and partition plate have a suppressing effect against sloshing in any direction. can be expected.

なお本発明に於いて浮屋根下部デツキ板下方の柔軟な膜
の設は方は第6図(−1、(b)、(C)に例示する様
な手段がある。
In the present invention, the flexible membrane below the lower deck board of the floating roof can be provided as exemplified in FIGS. 6-1, (b) and (C).

以上の通り本発明は異れる種類の複数の液を貯蔵出来る
浮屋根式タンクを、しかも浮屋根にかかる偏った浮力に
よる全体のたわみに対して強く、アラゆる方向へのスロ
ッシングに対して抑制効果があるものを得ることか出来
る。
As described above, the present invention provides a floating roof type tank that can store a plurality of different types of liquids, is strong against overall deflection due to uneven buoyancy applied to the floating roof, and is effective in suppressing sloshing in all directions. Is it possible to get something?

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

第1図は先に発明した浮屋根式タンクを説明する図で、
図(a)は浮屋根下側の針基を形成する柔軟な膜の斜視
図、図tb)は浮屋根下側の針基を説明する斜視図(後
述図tc)のA−A断面側から見たもの)図(C1は浮
屋根を下方から見た図、図(d)は図tc)のBBt断
面図、第2図は′本発明の浮屋根式タンクを説明する図
で、図(alは浮屋根を下方から見た図、図(blは図
(alのA −A’又はB−B/断面図、第6図(al
、(bl、(C1は先に発明した、又本発明の浮屋根式
タンクに於ける浮屋根下部デツキ板下方の柔軟な膜の設
は方を夫々例示している。 (1)・・・柔軟な膜(半直方体型)、(2)・・・仕
切板、 (3)・・・浮屋根下部デツキ板、 (4)・・・浮屋根(ダブルデツキ)、(5)・・・針
基 代理人 弁理士  吉 竹 昌 司 オ 2 図 (a) B。 −)F 3 図 (a)   (b)   (c) 第1頁の続き ■出 願 人 株式会社石井鐵工所 東京都中央区銀座4丁目2番11 号
Figure 1 is a diagram explaining the floating roof tank invented earlier.
Figure (a) is a perspective view of the flexible membrane that forms the needle base on the lower side of the floating roof, and Figure tb) is a perspective view explaining the needle base on the lower side of the floating roof (Figure tc) taken from the A-A cross section side. Figure (C1 is a view of the floating roof viewed from below, Figure (d) is Figure tc) is a BBt sectional view, Figure 2 is a diagram illustrating the floating roof type tank of the present invention, and Figure (C1 is a view of the floating roof viewed from below. al is a view of the floating roof seen from below;
, (bl, (C1) respectively exemplify the arrangement of the flexible membrane below the lower deck board of the floating roof in the floating roof type tank of the invention, which was previously invented. (1)... Flexible membrane (semi-cuboid type), (2)... Partition plate, (3)... Floating roof lower deck plate, (4)... Floating roof (double deck), (5)... Needle base Agent Patent attorney Masashio Yoshitake 2 Figure (a) B. -) F 3 Figure (a) (b) (c) Continued from page 1 ■Applicant Ishii Iron Works Co., Ltd. Ginza, Chuo-ku, Tokyo 4-2-11

Claims (1)

【特許請求の範囲】[Claims] (1)  ダブルデツキの浮屋根を有し、且つ浮屋根下
部デツキ板から下方におろした仕切板と、浮屋根下部デ
ツキ板下方の柔軟な膜とを設けて、浮屋根下部デツキ板
と仕切板と柔軟な膜で囲む細長い容積可変の針基群を有
するタンクに於いて、上記針基群は浮屋根を平面的に等
しく4ブロツクに分けた各ブロックに配置されるが、各
ブロックの並べ方は、針基の長手方向がとなりあうブロ
ックの針基の長手方向とに互いに直交することを特徴と
する浮屋根式タンク。
(1) It has a double-decker floating roof, and is provided with a partition plate lowered from the floating roof lower deck plate and a flexible membrane below the floating roof lower deck plate, so that the floating roof lower deck plate and the partition plate are In a tank having a slender and variable volume needle base group surrounded by a flexible membrane, the needle base groups are arranged in each block, which divides the floating roof into four equal blocks, but the arrangement of each block is as follows: A floating roof tank characterized in that the longitudinal direction of the needle base is orthogonal to the longitudinal direction of the needle bases of adjacent blocks.
JP57204124A 1982-11-19 1982-11-19 Floating roof type tank Granted JPS5993685A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57204124A JPS5993685A (en) 1982-11-19 1982-11-19 Floating roof type tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57204124A JPS5993685A (en) 1982-11-19 1982-11-19 Floating roof type tank

Publications (2)

Publication Number Publication Date
JPS5993685A true JPS5993685A (en) 1984-05-30
JPS6218431B2 JPS6218431B2 (en) 1987-04-22

Family

ID=16485214

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57204124A Granted JPS5993685A (en) 1982-11-19 1982-11-19 Floating roof type tank

Country Status (1)

Country Link
JP (1) JPS5993685A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63203931A (en) * 1987-02-20 1988-08-23 Nippon Rejibon Kk Torque conversion regulator
JPH03172644A (en) * 1989-11-30 1991-07-26 Nissan Motor Co Ltd Propeller shaft for vehicle

Also Published As

Publication number Publication date
JPS6218431B2 (en) 1987-04-22

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