JPH0516157Y2 - - Google Patents

Info

Publication number
JPH0516157Y2
JPH0516157Y2 JP1987189581U JP18958187U JPH0516157Y2 JP H0516157 Y2 JPH0516157 Y2 JP H0516157Y2 JP 1987189581 U JP1987189581 U JP 1987189581U JP 18958187 U JP18958187 U JP 18958187U JP H0516157 Y2 JPH0516157 Y2 JP H0516157Y2
Authority
JP
Japan
Prior art keywords
roof plate
peripheral wall
flange
roof
bolt
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 - Lifetime
Application number
JP1987189581U
Other languages
Japanese (ja)
Other versions
JPH0194296U (en
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 filed Critical
Priority to JP1987189581U priority Critical patent/JPH0516157Y2/ja
Publication of JPH0194296U publication Critical patent/JPH0194296U/ja
Application granted granted Critical
Publication of JPH0516157Y2 publication Critical patent/JPH0516157Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、原油その他の可燃性液体を貯蔵す
るタンクの放爆構造に関する。
[Detailed Description of the Invention] [Industrial Application Field] This invention relates to an explosion structure for a tank that stores crude oil or other flammable liquid.

〔従来の技術〕[Conventional technology]

原油、LPG等の可燃性液体を貯蔵するタンク
は、第4図に略示断面を示すように地上に設立さ
れる周壁部1の上端に中央部が上方に突出するコ
ーン型あるいはドーム型の屋根板2が張られ、内
部に原油等の可燃性液体Oを貯溜するように構成
されている。
A tank for storing flammable liquids such as crude oil and LPG has a cone-shaped or dome-shaped roof with the center part protruding upward at the upper end of the peripheral wall 1 installed on the ground, as shown in the schematic cross section in Figure 4. A plate 2 is stretched and configured to store a flammable liquid O such as crude oil inside.

この種可燃性液体を貯蔵するタンクにおいて
は、タンク付近の火災による輻射熱の影響等によ
つて内部圧力が急激に高まつて爆発した際にタン
ク全体が破壊されると貯蔵可燃液が付近に流出し
てこれが燃焼し、大きな二次災害をもたらすこと
になる。そのため爆発時には屋根板2のみが剥れ
て上方へ放爆する構造とすることが要求されてい
る。
In tanks that store this type of flammable liquid, if the internal pressure suddenly increases due to the effects of radiant heat from a fire near the tank and the entire tank is destroyed, the stored flammable liquid will leak into the vicinity. This will burn up and cause major secondary disasters. Therefore, in the event of an explosion, a structure is required in which only the roof plate 2 is torn off and the explosion is released upwards.

一方では、タンクの上方を流れる強風流により
タンクの屋根板2の上面に大きな負圧が発生する
が、この負圧によつて屋根板2が引剥されること
がないよう必要な強度をもつて取付けることが要
求される。
On the other hand, strong wind currents flowing above the tank generate a large negative pressure on the top surface of the tank roof plate 2, but the roof plate 2 has the necessary strength so that it will not be torn off by this negative pressure. installation is required.

従来、上記の要求を満す取付け手段として、第
5図に部分を拡大した断面を示すように、周壁部
1の上端のトツプアングル3の水平方向のフラン
ジ部3aに屋根板2の周縁部2aの端部を全周に
わたつて隅肉溶接4により気密状態に固着し、こ
の溶接4部の脚長lを屋根板2の板厚より小さく
することにより、タンクが爆発した際に前記溶接
4部が最先に破断し、上方へ放爆するようにし
て、タンク全体が破壊されることがないように考
慮されている。
Conventionally, as an attachment means that satisfies the above requirements, as shown in an enlarged cross section of FIG. By fixing the ends of the welds around the entire circumference in an airtight state with fillet welds 4, and by making the leg length l of these welds 4 smaller than the thickness of the roof plate 2, the welds 4 can The tank was designed to break first and explode upwards, so that the entire tank would not be destroyed.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかるに上記の溶接4による屋根板2の取付け
構造では、屋根板2が爆発時に容易に剥離するよ
うにするには溶接4部の脚長lを可及的小さくす
ることが望ましい反面、タンクの気密保持の面か
らは溶接4部の脚長lを十分にとることが望まれ
る矛盾した要求が生じるうえ、溶接4部の脚長l
を短かくして気密性を確保するための溶接作業に
は高度な熟練技術が必要となり、屋根板2の取付
けが容易でないものとなつていた。
However, in the above-mentioned structure in which the roof plate 2 is attached by welding 4, it is desirable to make the leg length l of the weld 4 as small as possible in order to make the roof plate 2 easily peel off in the event of an explosion. From this point of view, there is a contradictory requirement that it is desirable to have a sufficient leg length l of the four welded parts, and the leg length l of the four welded parts is
Welding work to shorten the roof plate and ensure airtightness requires highly skilled techniques, making it difficult to attach the roof plate 2.

この考案は、上記従来技術の問題点を抜本的に
改善し、溶接による屋根板の取付けに代えボルト
による取付け構造として、取付け作業を容易とし
ながら爆発時における屋根板の剥離が確実に生じ
るようにしたタンクの放爆構造を提供することを
目的としてなされたものである。
This invention drastically improves the problems of the conventional technology described above, and uses a bolt-based attachment structure instead of welding the roof panels, making the installation process easier while ensuring that the roof panels will not peel off in the event of an explosion. The purpose of this design was to provide a detonation structure for tanks.

〔問題点を解決するための手段〕[Means for solving problems]

上記従来技術が有する問題点を解決するため、
この考案は、基礎上に設立される周壁部と、この
周壁部の上に被せられる屋根板と、前記周壁部の
上端に水平方向に形成されたフランジ部と、この
フランジ部に形成されたボルト孔と、前記屋根板
の周縁部において前記フランジ部のボルト孔に対
応する位置に当該周縁部の外周端部に開放するよ
うに切欠状に形成されたボルト孔と、前記フラン
ジ部と前記屋根板周縁部との間にガスケツトを介
在させた状態で前記両ボルト孔間に通されて、当
該フランジ部と当該屋根板周縁部とを締着するこ
とにより前記周壁部に前期屋根板を固着するボル
ト・ナツトとを具え、前記周壁部と前記屋根板と
で囲まれるタンク内空間の圧力が上昇して前記屋
根板の周縁部をその中心方向に引つ張る力が生じ
た時に、前記周壁部が破壊される前に前記ボル
ト・ナツトの締着による摩擦力に打勝つて当該屋
根板周壁部がその中心方向に移動して、前記ボル
ト・ナツトを前記切欠状ボルト孔の切欠に沿つて
抜き出して前記締着状態が外されるように当該ボ
ルト・ナツトの締着状態が設定されていることを
特徴とするものである。
In order to solve the problems of the above conventional technology,
This idea consists of a peripheral wall part established on a foundation, a roof plate placed over this peripheral wall part, a flange part formed horizontally at the upper end of the peripheral wall part, and bolts formed on this flange part. a hole, a bolt hole formed in a notch shape at a position corresponding to the bolt hole of the flange in the peripheral edge of the roof plate so as to open to an outer peripheral end of the peripheral edge, the flange and the roof plate; A bolt that is passed between the two bolt holes with a gasket interposed between the bolt and the peripheral edge of the bolt, and fixes the roof sheet to the peripheral wall by tightening the flange portion and the peripheral edge of the roof sheet. - When the pressure in the tank interior space surrounded by the peripheral wall and the roof plate increases and a tensile force is generated that pulls the peripheral edge of the roof plate toward its center, the peripheral wall Before being destroyed, the roof plate peripheral wall moves toward its center to overcome the frictional force caused by the tightening of the bolts and nuts, and the bolts and nuts are pulled out along the notches of the notched bolt holes. The fastening state of the bolt/nut is set so that the fastening state is released.

〔作用〕[Effect]

タンク内の圧力が急激に高まつて万一爆発に至
つたとき、屋根板の上方への膨出変形によりその
直径が縮小するため屋根板の切欠状のボルト孔に
沿つてボルトが抜き出されて締着状態が外れ、こ
れにより屋根板の周縁部の一部ないしは全周が周
壁部の上端から離脱し、この部分から爆風が上方
へ放出されてタンク全体の破壊を防ぎ、爆風が水
平方向に及ぶことがないとともに、周壁部の破壊
による可燃液の流出が防がれ、二次災害の発生が
未然に防止される。
In the event that the pressure inside the tank suddenly increases and an explosion occurs, the bolts will be pulled out along the notch-shaped bolt holes in the roof plate because the roof plate will bulge upward and its diameter will shrink. As a result, part or all of the peripheral edge of the roof plate separates from the upper end of the surrounding wall, and the blast wave is released upward from this area, preventing the entire tank from being destroyed, and the blast wave is directed horizontally. In addition, the outflow of flammable liquid due to destruction of the peripheral wall is prevented, and the occurrence of secondary disasters is prevented.

〔実施例〕〔Example〕

以下この考案の実施例を第1図ないし第3図に
より第5図と共通する部材には同じ符号を付して
説明する。
Embodiments of this invention will be described below with reference to FIGS. 1 to 3, with the same reference numerals assigned to the same members as those in FIG. 5.

第1図はこの考案によるタンクの周壁部1と屋
根板2との結合部の拡大断面を示し、第2図は同
部の平面を示している。
FIG. 1 shows an enlarged cross-section of the joint between the peripheral wall 1 and the roof plate 2 of a tank according to this invention, and FIG. 2 shows a plan view of the same.

上記実施例においては、周壁部1の上端に溶接
等により固着されたトツプアングル3の水平方向
のフランジ部3aをタンクの外方に向け突出さ
せ、このフランジ部3aと、このフランジ部3a
に重ねられる屋根板2の周縁部2aとに周方向に
一定の間隔をおいてボルト孔5,6がそれぞれ相
対応して穿設され、これらフランジ部3aと屋根
板2の周縁部2aとの間に気密性を保つためのガ
スケツト7を介在させて前記ボルト孔5,6に挿
通するボルト8にナツト9を螺合して締着するこ
とにより周壁部1に屋根板2が固着されている。
In the above embodiment, the horizontal flange portion 3a of the top angle 3 fixed to the upper end of the peripheral wall portion 1 by welding or the like projects outward from the tank.
Bolt holes 5 and 6 are formed correspondingly at a certain interval in the circumferential direction in the peripheral edge 2a of the roof sheet 2 which is overlapped with the flange 3a and the peripheral edge 2a of the roof sheet 2. The roof plate 2 is fixed to the peripheral wall 1 by screwing and tightening nuts 9 onto bolts 8 inserted into the bolt holes 5 and 6 with a gasket 7 interposed therebetween to maintain airtightness. .

図示の実施例における屋根板2のボルト孔6
は、屋根板2の周縁部2aの外周端部に開放する
スリツト(切欠)構造とされており、屋根板2が
内圧を受けた際の上方への膨出変形時にボルト8
から屋根板2の周縁部2aが容易に外れるように
なされている。図において19は雨水の浸入を防
ぐためのワツシヤである。
Bolt holes 6 in the roof panel 2 in the illustrated embodiment
The bolts 8 have a slit structure that opens at the outer peripheral end of the peripheral edge 2a of the roof sheet 2, and when the roof sheet 2 bulges upward and deforms when subjected to internal pressure, the bolts 8
The peripheral edge 2a of the roof plate 2 can be easily removed from the roof plate 2. In the figure, 19 is a washer for preventing rainwater from entering.

次に作用を説明する。 Next, the action will be explained.

タンク内の圧力が急激に高まつて爆発に至る
と、タンク内の圧力によつて屋根板2が中高形状
のため中央部内面に圧力が集中して第4図鎖線図
示のように上方へ膨出変形し、屋根板2の周縁部
2aは中心方向に大きな引張力を受ける。このと
きの屋根板2の第1図における矢印方向への引張
力qは、tanθ=1/16とすると、16P×D/4
(こゝでPは内圧、Dは周壁部1の内径)となる
ので屋根板2の周縁部2aに加わる内圧による上
向力の16倍となり、この力により屋根板2の周縁
部2aは中心方向へ引張られ、この力で屋根板2
のボルト孔6がボルト8の締着による摩擦力に打
勝つてボルト8から外れ、この外れた部分から上
方へ放爆される。したがつて周壁部1が破壊され
ることがなく、内部の可燃液が付近に流出して火
災を起す二次災害の発生が防止される。
When the pressure inside the tank suddenly increases, leading to an explosion, the pressure inside the tank causes the pressure to concentrate on the inner surface of the central part of the roof plate 2 due to its medium-height shape, causing it to expand upward as shown by the chain line in Figure 4. The roof sheet 2 is deformed, and the peripheral edge 2a of the roof sheet 2 receives a large tensile force toward the center. At this time, the tensile force q of the roof plate 2 in the direction of the arrow in FIG. 1 is 16P×D/4, assuming tanθ=1/16.
(Here, P is the internal pressure and D is the internal diameter of the peripheral wall 1), so it is 16 times the upward force due to the internal pressure applied to the peripheral edge 2a of the roof shingle 2, and this force causes the peripheral edge 2a of the roof shingle 2 to move toward the center. This force causes the roof plate 2 to
The bolt hole 6 overcomes the frictional force caused by the tightening of the bolt 8 and comes off from the bolt 8, and is ejected upward from this detached part. Therefore, the peripheral wall portion 1 is not destroyed, and the occurrence of a secondary disaster in which the flammable liquid inside flows out into the vicinity and causes a fire is prevented.

〔考案の効果〕[Effect of idea]

以上説明したようにこの考案は、周壁面上端の
フランジ部に形成されたボルト孔と屋根板周縁部
に切欠状に形成されたボルト孔にボルトを通して
ナツトで締着して周壁面に屋根板を固着するよう
にしたので、タンク内圧力が上昇して屋根板周縁
部がその中心方向に引つ張られた時に、ボルトを
屋根板周縁部の切欠状ボルト孔に沿つて抜いて、
周壁面と屋根板との締着状態を外すことができ
る。したがつてタンク内の圧力が異常に高まつて
万一爆発に至つても、屋根板の周縁部が周壁部か
ら外れ、この外れた部分から上方へ放爆され、こ
れにより爆風が水平方向へ流れて近隣施設等に爆
風による被害を及ぼすことが防がれ、また周壁部
が破壊されることがないのでタンク内の可燃液の
流出がなく、可燃液の流出による二次災害の発生
を防止することができる。さらに周壁部と屋根板
とを溶接する必要がないので屋根板の取付け作業
に熟練を要することがなく、しかも溶接では全周
にわたつて連続的に気密性を維持し得るように行
なわなければならないうえ、破れやすくかつ必要
な強度を保つように入念に行なわなければならな
かつたが、この考案によればボルトのピツチや締
着力を適切に選ぶことにより必要な取付け強度が
得られながら外れやすい構造を容易に得ることが
でき、気密性の維持に関しても、周壁部のフラン
ジ部と屋根板の周縁部との間にガスケツトを介在
させるのみで完全な気密性を容易に得ることがで
きるなどの種々優れた効果がある。
As explained above, this idea involves inserting bolts into bolt holes formed in the flange at the upper end of the surrounding wall and bolt holes formed in the shape of a notch in the peripheral edge of the roof plate, and tightening them with nuts. Since it is fixed, when the pressure inside the tank increases and the peripheral edge of the roof plate is pulled toward its center, the bolt can be pulled out along the notched bolt hole in the peripheral edge of the roof plate.
It is possible to release the fastened state between the surrounding wall surface and the roof plate. Therefore, even if the pressure inside the tank were to rise abnormally and cause an explosion, the peripheral edge of the roof plate would come off from the surrounding wall, and the blast would be emitted upwards from this detached part, causing the blast to flow horizontally. This prevents the explosion from causing damage to nearby facilities, etc., and since the surrounding wall is not destroyed, there is no leakage of flammable liquid inside the tank, which prevents secondary disasters due to leakage of flammable liquid. can do. Furthermore, since there is no need to weld the peripheral wall and the roof plate, no skill is required to install the roof plate, and the welding must be carried out in such a way that continuous airtightness can be maintained over the entire circumference. In addition, it was easy to tear and had to be done carefully to maintain the necessary strength, but with this invention, by appropriately selecting the bolt pitch and tightening force, it was possible to obtain the necessary mounting strength while creating a structure that was easy to remove. In terms of maintaining airtightness, complete airtightness can be easily achieved by simply interposing a gasket between the flange of the peripheral wall and the peripheral edge of the roof sheet. It has excellent effects.

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

第1図はこの考案の一実施例を示す要部の縦断
面図、第2図は同平面図、第3図はこの考案を適
用するタンクの一例を示す略示縦断面図、第4図
は従来の屋根板の取付け構造を示す一部拡大断面
図である。 1……周壁部、2……屋根板、2a……屋根板
の周縁部、3……トツプフランジ、3a……フラ
ンジ部、5,6……ボルト孔、7……ガスケツ
ト、8……ボルト。
Fig. 1 is a vertical sectional view of the main part showing an embodiment of this invention, Fig. 2 is a plan view thereof, Fig. 3 is a schematic longitudinal sectional view showing an example of a tank to which this invention is applied, and Fig. 4. is a partially enlarged cross-sectional view showing a conventional roof plate mounting structure. 1... Peripheral wall portion, 2... Roof plate, 2a... Peripheral edge of roof plate, 3... Top flange, 3a... Flange portion, 5, 6... Bolt hole, 7... Gasket, 8... Bolt .

Claims (1)

【実用新案登録請求の範囲】 基礎上に設立される周壁部と、 この周壁部の上に被せられる屋根板と、 前記周壁部の上端に水平方向に形成されたフラ
ンジ部と、 このフランジ部に形成されたボルト孔と、 前記屋根板の周縁部において前記フランジ部の
ボルト孔に対応する位置に当該周縁部の外周端部
に開放するように切欠状に形成されたボルト孔
と、 前記フランジ部と前記屋根板周縁部との間にガ
スケツトを介在させた状態で前記両ボルト孔間に
通されて、当該フランジ部と当該屋根板周縁部と
を締着することにより前記周壁部に前期屋根板を
固着するボルト・ナツトとを具え、 前記周壁部と前記屋根板とで囲まれるタンク内
空間の圧力が上昇して前記屋根板の周縁部をその
中心方向に引つ張る力が生じた時に、前記周壁部
が破壊される前に前記ボルト・ナツトの締着によ
る摩擦力に打勝つて当該屋根板周壁部がその中心
方向に移動して、前記ボルト・ナツトを前記切欠
状ボルト孔の切欠に沿つて抜き出して前記締着状
態が外されるように当該ボルト・ナツトの締着状
態が設定されていることを特徴とするタンクの放
爆構造。
[Scope of Claim for Utility Model Registration] A peripheral wall established on a foundation, a roof plate placed over the peripheral wall, a flange formed horizontally at the upper end of the peripheral wall, and a flange formed on the flange. a bolt hole formed in the peripheral edge of the roof plate; a bolt hole formed in a notch shape at a position corresponding to the bolt hole of the flange part in the peripheral edge of the roof plate so as to open to the outer peripheral end of the peripheral edge; and the flange part. and the circumferential edge of the roof plate, with a gasket interposed between the two bolt holes, and by tightening the flange and the circumferential edge of the roof plate, the first roof plate is attached to the circumferential wall. bolts and nuts for fixing the tank, and when the pressure in the tank interior space surrounded by the peripheral wall and the roof sheet increases and a force is generated that pulls the peripheral edge of the roof sheet toward its center, Before the peripheral wall part is destroyed, the roof plate peripheral wall part moves toward its center to overcome the frictional force caused by the fastening of the bolts and nuts, and the bolts and nuts fit into the notches of the notched bolt holes. 1. A tank detonation structure, characterized in that the tightened state of the bolt and nut is set so that the tightened state can be removed by pulling the bolt and nut along the side.
JP1987189581U 1987-12-14 1987-12-14 Expired - Lifetime JPH0516157Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987189581U JPH0516157Y2 (en) 1987-12-14 1987-12-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987189581U JPH0516157Y2 (en) 1987-12-14 1987-12-14

Publications (2)

Publication Number Publication Date
JPH0194296U JPH0194296U (en) 1989-06-21
JPH0516157Y2 true JPH0516157Y2 (en) 1993-04-27

Family

ID=31480601

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987189581U Expired - Lifetime JPH0516157Y2 (en) 1987-12-14 1987-12-14

Country Status (1)

Country Link
JP (1) JPH0516157Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5950274B2 (en) * 2011-11-30 2016-07-13 株式会社石井鐵工所 Detonation structure of steel-lined atmospheric concrete tank

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6117036U (en) * 1984-07-05 1986-01-31 大日本インキ化学工業株式会社 Synthetic resin four-way pallet
JPS623495B2 (en) * 1977-07-16 1987-01-26 Teac Corp

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0136797Y2 (en) * 1985-06-24 1989-11-08

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS623495B2 (en) * 1977-07-16 1987-01-26 Teac Corp
JPS6117036U (en) * 1984-07-05 1986-01-31 大日本インキ化学工業株式会社 Synthetic resin four-way pallet

Also Published As

Publication number Publication date
JPH0194296U (en) 1989-06-21

Similar Documents

Publication Publication Date Title
EP2558732A1 (en) Suspension device for vehicle
CN206265649U (en) Tank body of tank car structure
JPH05286403A (en) Air bag device
JPH0516157Y2 (en)
US6435557B1 (en) Fuel tank for automobile
KR20190135819A (en) Penetration piece assembly for exhaust gas piping system of ship
JPH0516159Y2 (en)
JPH08217191A (en) Explosion release structure for tank
JPH0516158Y2 (en)
JPH08217192A (en) Explosion release structure for tank
US4989752A (en) Frangible roof joint for storage tanks
KR980008865A (en) Gas bag module
JPH0616177A (en) Explosion-proof hatch cover
JP4147651B2 (en) Detonation structure of dome roof tank
JPH0451200Y2 (en)
JPH0212396Y2 (en)
JP7182499B2 (en) Large pipe flange with different diameter
EP0428566B1 (en) Clamp for coupling and sealing pipe joints
JP2543935Y2 (en) Partition tank
RU216538U1 (en) Fixed Roof of Vertical Steel Tank
JPH029187Y2 (en)
JPH0439514Y2 (en)
AU687987B2 (en) Storage tanks
JPH08324687A (en) Explosive structure of tank
KR200315346Y1 (en) Connector for joining pipe