Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3948502B2 - Anti-slip device for storage tank - Google Patents
[go: Go Back, main page]

JP3948502B2 - Anti-slip device for storage tank - Google Patents

Anti-slip device for storage tank Download PDF

Info

Publication number
JP3948502B2
JP3948502B2 JP21831497A JP21831497A JP3948502B2 JP 3948502 B2 JP3948502 B2 JP 3948502B2 JP 21831497 A JP21831497 A JP 21831497A JP 21831497 A JP21831497 A JP 21831497A JP 3948502 B2 JP3948502 B2 JP 3948502B2
Authority
JP
Japan
Prior art keywords
storage tank
anchor
stopper
foundation
connector
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 - Fee Related
Application number
JP21831497A
Other languages
Japanese (ja)
Other versions
JPH1149283A (en
Inventor
宏治 石井
利治 柿沼
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 JP21831497A priority Critical patent/JP3948502B2/en
Publication of JPH1149283A publication Critical patent/JPH1149283A/en
Application granted granted Critical
Publication of JP3948502B2 publication Critical patent/JP3948502B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、石油や水等を貯蔵する平底円筒形貯槽の滑動防止装置に関するものである。
【0002】
【従来の技術】
平底円筒形貯槽は、地震または強風等により荷重が加わった場合に、貯槽が浮き上がり、転倒、若しくは滑動などしないように、貯槽の側板に取付けたブラケットと貯槽の基礎に下部を埋設固定したアンカーボルトとを連結して、貯槽の基礎に固定されている。
【0003】
ところで、直径が小さく背の高い小形の貯槽などにおいては、液を貯蔵した状態では、地震または強風等によって転倒も滑動もしないが、空液時には強風の風圧力によって滑動が生じるおそれがある。そこで、このような貯槽では開放点検時などの空液時のみに、強風の風圧力に対抗し得るアンカーが必要となる。このアンカーは、水平方向の動きを拘束しかつ垂直方向の動きは拘束することがないようにした滑動防止構造が考えられる。
【0004】
このように、風圧力などの横滑りに対して必要となる貯槽の滑動防止装置としては、本出願人に係る実用新案登録第1990593号の平底円筒貯槽のスベリ止め装置が考えられている。このスベリ止め装置のアンカー構造の概略を、図3に基づいて説明する。このスベリ止め装置は、貯槽1の側板3の下縁近部に均等な隔接代をもって円周方向に複数個固定したブラケット21と、貯槽1の基礎4にブラケット21と対応して埋設した複数個のアンカー6とを設け、このブラケット21とアンカー6をアンカーガイド20によって摺動自在に係合して、貯槽1の底板2が強風時の風圧力によって基礎4上を横滑りの移動を生じないように、かつ、地震時には貯槽1の軸心に平行する上下方向に動きを拘束しないように形成したものである。
【0005】
【発明が解決しようとする課題】
図3に示した従来例のスベリ止め装置は、貯槽1内に貯蔵液を入れた時に、側板3が膨らみ大きく変形するため、ブラケット21に液荷重により水平方向の荷重がかかり、アンカーガイド20の垂直方向の軸心が傾き、アンカー6がアンカーガイド20内を上下に円滑に摺動し難くなるおそれがあった。そのために、地震時に貯槽1に垂直方向の荷重がかかった場合に、上下方向の摺動が損なわれているため、アンカー6やブラケット21に荷重がかかってアンカー6やブラケット21が変形したり損傷するおそれや、ブラケット21取付部近傍の側板3に変形や損傷を生じる心配があった。
【0006】
また、地震で基礎4のアンカー6から水平方向の荷重がブラケット21を介して貯槽1の側板3に伝達した際や、地震で貯槽1が水平方向に荷重を受けた際にも、ブラケット21の取付部近傍の側板3に荷重がかかり、側板3に変形や損傷を生じるおそれがあった。
【0007】
なお、上記従来例のスベリ止め装置は、構造が複雑かつ頑強な固定構造であるため、貯蔵液が入った状態のアンカーが必要のない時に取外し、空液時のアンカーが必要な時に取付けるように着脱ができる構造ではなかった。
【0008】
この発明は、上述の課題に鑑みてなされたもので、貯槽の側板に変形や損傷などの悪影響を及ぼすことなく、かつアンカー連結部材も変形や損傷などすることなく、また必要に応じて取付け取外しが自在の簡単な構造で、水平方向の動きを拘束し垂直方向の動きは拘束することなく円滑に摺動する安全性の高い貯槽の滑動防止装置を提供するものである。
【0009】
【課題を解決するための手段】
この発明に係る貯槽の滑動防止装置は、貯槽の垂直方向の動きを拘束することなく水平方向の動きを拘束するように、貯槽の側板外周側に位置する底板上面に垂直に立設したストッパーと、貯槽基礎に下部を埋設固定して垂直に立設したアンカーと、当該ストッパーとアンカーとを遊嵌状に挿通し上下の摺動が可能で着脱自在に連結する連結具とを設けて形成したものである。
【0011】
【発明の実施の形態】
この発明に係る貯槽の滑動防止装置は、貯槽の底板を貯槽基礎の埋設アンカーに間接連結形成するものである。下記詳述するような遊嵌状連結具などを介して、貯槽の底板外周縁を貯槽の基礎に埋設固定したアンカーに間接に連結するものである。間接の連結は、貯槽の垂直方向の動きを拘束することなく水平方向の動きを拘束するように形成するものである。
【0012】
この発明に係る貯槽の滑動防止装置について、貯槽の底板外周縁と貯槽の基礎に埋設したアンカーとを間接に連結する場合の実施形態例を、図1及び図2に基づいて詳細に説明する。石油や水等を貯蔵する貯槽1は、円形平板状の底板2と円筒形状の側板3とから平底円筒形貯槽に形成している。4は貯槽1の基礎、5は貯槽1の基礎4上外周面の犬走りである。
【0013】
滑動防止装置は、基礎4に下部を埋設固定したアンカー6と、底板2外周縁に立設固定したストッパー7と、これらアンカー6とストッパー7双方を間接に連結する連結具8とから形成し、強風の風圧力などによって空液時の貯槽1が横滑りしないように基礎4に連結固定している。
【0014】
上記ストッパー7は円柱状部材で形成し、貯槽1の側板3外周側に位置する底板2上面に隔接して垂直に立設する。このストッパー7と対応する円周外側方向位置の貯槽1基礎4の犬走り5に、円柱状部材よりなるアンカー6の下部を埋設固定して垂直に立設する。上記連結具8は、ストッパー7とアンカー6を間接に連結し、かつそれぞれが垂直方向の動きを拘束することなく摺動可能となるように、それぞれ円柱状部材に遊嵌状に挿通するとともに、水平方向の動きを拘束し相互の間隔を維持するように、所定位置に取付穴9A,9Bを設けて着脱自在の構造に形成する。
【0015】
また上記ストッパー7は、地震や強風で貯槽1が水平方向の荷重を受けた際に、曲がったり破損することのない充分な強度を有する直径、例えば数ミリメートルから数十ミリメートルで、かつ地震で垂直方向に摺動した際に、連結具8の取付穴9Aから抜け出すことのない長さ、例えば数十ミリメートルから数百ミリミリメートル底板から上方に突出する円柱状部材で形成し、その下端部を底板2に溶接などで頑強に固着する。また、上記アンカー6は、地震や強風で貯槽1から連結具8を介して水平方向の荷重を受けた際に、曲がったり破損することのない強度を有する直径、例えば数ミリメートルから数十ミリメートルで、かつ地震で垂直方向に摺動した際に、連結具8の取付穴9Bから抜け出すことのない長さ、例えば数十ミリメートルから数百ミリメートル犬走り5上面から上方に突出する円柱状部材で形成し、その下部は屈曲させ基礎4内に頑強に埋設固定する。
【0016】
なお、図示例は、円柱状部材でストッパー7を形成した場合を示したが、円管や矩形管、成形材などの部材で形成してもよい。また、アンカー6も円柱状部材で形成した場合を示したが、円管や矩形管、成形材などの部材で形成してもよい。この場合、連結具8の各取付穴9A,9Bいずれの形状も、これらストッパー7とアンカー6の各断面形状に対応させ、遊嵌して上下の摺動が円滑で、着脱自在となる構造に形成する。
【0017】
図に示すようなプレート状の連結具8の場合には、平板材を使用し取付穴9A,9Bを開口して簡単容易に製作でき、取扱い易く取付け取外しや運搬などの作業も容易にできる。また取付穴の形状が、矩形や各種形状の場合でも、適宜形状に対応して、所定位置に簡単容易に開口形成することができる。
【0018】
上記連結具8の各取付穴9A,9Bに、前記した滑動防止装置のストッパー7及びアンカー6を遊嵌状に挿通して取付けるので、貯槽1内に貯蔵液が入った状態の滑動防止を必要としない時には上方から抜いて取外しておき、また、開放点検時などの空液時の強風対策で滑動防止を必要とする時には上方から挿通して取付けるなどして、適宜簡単容易に着脱して使用することができる。よって、貯液状態では連結具8を取外しておくことによって、地震で貯槽1に垂直方向の荷重や水平方向の荷重がかかった場合に、滑動防止装置及び滑動防止装置取付部の底板2に変形や損傷の心配がなく安全性が保たれる。また空液時には連結具8を取付けておくことによって、強風時の風圧力などで貯槽1に水平方向の荷重がかかった場合に、貯槽1の横滑りが防止され安全である。
【0019】
なお、図示省略するが、連結具は、棒状部材の両端所定間隔位置に2個のリングを設け、このリングを取付穴に相当するように形成してもよい。このようなリング状連結具は、鍛造などによって容易に製作できる。また、連結具をパイプ状連結具で形成してもよい。このパイプ状連結具は、棒状部材の両端所定間隔位置に2個のパイプを設け、このパイプの内径が、摺動自在なガイドの取付穴に相当するように形成する。このパイプ状連結具は、管材を使用して簡単容易に製作することができる。さらにまた、連結具は両端にリングを設け、このリング間を連結するワイヤやチェーン等の部材で形成してもよい。このような連結具は、中間部が捩じれや回転方向の移動に対して自由に動くため、比較的小形の貯槽の場合などに適し、簡単容易に使用することができる。
【0020】
【発明の効果】
この発明に係る貯槽の滑動防止装置は、貯槽の垂直方向の動きを拘束することなく水平方向の動きを拘束するように、貯槽の側板外周側に位置する底板上面に垂直に立設したストッパーと、貯槽基礎に下部を埋設固定して垂直に立設したアンカーと、当該ストッパーとアンカーとを遊嵌状に挿通し上下の摺動が可能で着脱自在に連結する連結具とを設けて形成したので、貯蔵液が入った状態で固定の必要のない時に連結具を取外し、空液時の固定が必要な時に連結具を取付けるなど、貯蔵液量に対応して適宜容易に連結具を着脱することができる。特に、連結具を、垂直に立設したストッパー及びアンカーを遊嵌状に挿通して取付けるので、貯槽内に貯蔵液が入った状態で滑動防止を必要としない時には上方から抜いて取外しておき、また、開放点検時などの空液時の強風対策で滑動防止を必要とする時には上方から挿通して取付けるなどして、適宜簡単容易に着脱して使用することができる。よって、貯液時には連結具を取外しておくので地震等で貯槽が垂直方向や水平方向の荷重を受けた場合に変形や損傷を生じることがなく、空液時には連結具を取付けておくので強風時の風圧力等で貯槽が水平方向の荷重を受けた場合に横滑りが防止され、地震や強風等に対して貯槽の安全性を一層向上させるように滑動防止装置を適用することができる。
【0023】
【図面の簡単な説明】
【図1】 この発明に係る貯槽の滑動防止装置を平底円筒形貯槽に設けた状態を示す斜視説明図である。
【図2】 図1の側断面説明図である。
【図3】 従来の平底円筒貯槽のスベリ止め装置の概略を示す側断面説明図である。
【符号の説明】
1 貯槽 2 底板
3 側板 4 基礎
5 犬走り 6 アンカー
7 ストッパー 8 連結具
9,9A,9B 取付穴
20 アンカーガイド 21 ブラケット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an anti-skid device for a flat bottom cylindrical storage tank for storing oil or water.
[0002]
[Prior art]
The flat bottom cylindrical storage tank is an anchor bolt with a bracket attached to the side plate of the storage tank and the bottom of the storage tank so that the storage tank will not rise, fall or slide when a load is applied due to an earthquake or strong wind. And is fixed to the foundation of the storage tank.
[0003]
By the way, in a small storage tank having a small diameter and a high height, while the liquid is stored, it does not fall down or slide due to an earthquake or strong wind, but there is a possibility that sliding occurs due to the wind pressure of the strong wind when liquid is empty. Therefore, in such a storage tank, an anchor that can resist the wind pressure of a strong wind is required only during air liquid such as during open inspection. As this anchor, a non-sliding structure is conceivable in which the movement in the horizontal direction is restricted and the movement in the vertical direction is not restricted.
[0004]
As described above, as a storage tank slip prevention device necessary for side slip such as wind pressure, a non-slip device for a flat bottom cylindrical storage tank of Utility Model Registration No. 1990593 according to the present applicant is considered. An outline of the anchor structure of the anti-slip device will be described with reference to FIG. This anti-slip device includes a bracket 21 fixed in the circumferential direction with a uniform separation margin in the vicinity of the lower edge of the side plate 3 of the storage tank 1, and a plurality of embedded in the foundation 4 of the storage tank 1 corresponding to the bracket 21. An anchor 6 is provided, and the bracket 21 and the anchor 6 are slidably engaged by the anchor guide 20 so that the bottom plate 2 of the storage tank 1 does not slide on the foundation 4 due to the wind pressure in a strong wind. Thus, it is formed so as not to restrain the movement in the vertical direction parallel to the axis of the storage tank 1 during an earthquake.
[0005]
[Problems to be solved by the invention]
In the anti-slip device of the conventional example shown in FIG. 3, when the stored liquid is put into the storage tank 1, the side plate 3 swells and deforms greatly, so that a horizontal load is applied to the bracket 21 due to the liquid load, and the anchor guide 20 There is a possibility that the vertical axis is inclined and it becomes difficult for the anchor 6 to slide smoothly up and down in the anchor guide 20. Therefore, when a vertical load is applied to the storage tank 1 at the time of an earthquake, the vertical sliding is impaired, so that the load is applied to the anchor 6 or the bracket 21 and the anchor 6 or the bracket 21 is deformed or damaged. There is a concern that the side plate 3 near the bracket 21 mounting portion may be deformed or damaged.
[0006]
Also, when a horizontal load is transmitted from the anchor 6 of the foundation 4 to the side plate 3 of the storage tank 1 through the bracket 21 due to an earthquake, or when the storage tank 1 receives a load in the horizontal direction due to an earthquake, the bracket 21 A load is applied to the side plate 3 in the vicinity of the mounting portion, and the side plate 3 may be deformed or damaged.
[0007]
In addition, since the anti-slip device of the above-mentioned conventional example has a complicated and robust fixing structure, it is removed when the anchor with the stored liquid is not necessary, and is attached when the anchor at the time of air liquid is necessary. The structure was not removable.
[0008]
The present invention has been made in view of the above-described problems, and does not adversely affect deformation or damage to the side plate of the storage tank, and does not cause deformation or damage to the anchor connecting member. It is an object of the present invention to provide a highly safe storage slip prevention device for a storage tank that has a simple structure that can freely move, restrains horizontal movement and smoothly slides without restraining vertical movement.
[0009]
[Means for Solving the Problems]
A storage tank anti-skid device according to the present invention includes a stopper vertically installed on the upper surface of the bottom plate located on the outer peripheral side of the side plate of the storage tank so as to restrain the horizontal movement without restricting the vertical movement of the storage tank. An anchor that is vertically fixed with the lower portion embedded and fixed to the storage tank foundation , and a connecting tool that is slidable up and down and is detachably connected by inserting the stopper and the anchor in a loosely fitting manner. Is.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
The storage tank slip prevention device according to the present invention is such that the bottom plate of the storage tank is indirectly connected to the embedded anchor of the storage tank foundation . The outer peripheral edge of the bottom plate of the storage tank is indirectly connected to an anchor embedded and fixed in the foundation of the storage tank via a loose fitting connector as described in detail below . The indirect connection is formed so as to restrain the horizontal movement without restricting the vertical movement of the storage tank.
[0012]
With respect to the storage tank sliding prevention device according to the present invention, an embodiment in the case of indirectly connecting the outer peripheral edge of the bottom plate of the storage tank and the anchor embedded in the foundation of the storage tank will be described in detail with reference to FIGS. A storage tank 1 for storing oil, water, or the like is formed into a flat bottom cylindrical storage tank from a circular flat plate-like bottom plate 2 and a cylindrical side plate 3. 4 is the foundation of the storage tank 1, and 5 is a dog run on the outer peripheral surface of the foundation 4 of the storage tank 1.
[0013]
The anti-skid device is formed of an anchor 6 whose bottom is embedded and fixed to the base 4, a stopper 7 which is erected and fixed to the outer periphery of the bottom plate 2, and a connector 8 which indirectly connects both the anchor 6 and the stopper 7, The storage tank 1 is connected and fixed to the foundation 4 so that the storage tank 1 at the time of air-liquid does not skid due to wind pressure of strong wind.
[0014]
The stopper 7 is formed of a columnar member, and is vertically installed in contact with the upper surface of the bottom plate 2 located on the outer peripheral side of the side plate 3 of the storage tank 1. The lower part of the anchor 6 made of a cylindrical member is buried and fixed vertically in the dog running 5 of the storage tank 1 foundation 4 at the circumferential outer direction position corresponding to the stopper 7. The connecting tool 8 indirectly connects the stopper 7 and the anchor 6 and is inserted into the respective cylindrical members so as to be slidable without constraining the movement in the vertical direction. Mounting holes 9A and 9B are provided at predetermined positions so as to be detachable so as to constrain horizontal movement and maintain mutual spacing.
[0015]
The stopper 7 has a diameter with sufficient strength that does not bend or break when the storage tank 1 receives a load in the horizontal direction due to an earthquake or strong wind, for example, several millimeters to several tens of millimeters, and perpendicular to the earthquake. The cylindrical member protrudes upward from the bottom plate of several tens of millimeters to several hundreds of millimeters so that it does not come out of the attachment hole 9A of the connector 8 when sliding in the direction. 2 firmly fixed by welding or the like. The anchor 6 has a diameter that does not bend or break when it receives a horizontal load from the storage tank 1 via the connector 8 due to an earthquake or strong wind, for example, several millimeters to several tens of millimeters. And a length that does not come out of the attachment hole 9B of the connector 8 when sliding in the vertical direction due to an earthquake, for example, a cylindrical member that protrudes upward from the upper surface of the dog run 5 of several tens to hundreds of millimeters. The lower part is bent and firmly embedded in the foundation 4.
[0016]
Although the illustrated example shows the case where the stopper 7 is formed of a columnar member, the stopper 7 may be formed of a member such as a circular tube, a rectangular tube, or a molding material. Moreover, although the case where the anchor 6 is formed of a cylindrical member has been shown, the anchor 6 may be formed of a member such as a circular tube, a rectangular tube, or a molding material. In this case, each of the mounting holes 9A and 9B of the connector 8 corresponds to the respective cross-sectional shapes of the stopper 7 and the anchor 6, and has a structure in which the vertical sliding is smooth and detachable. Form.
[0017]
In the case of the plate-like connector 8 as shown in the figure, a flat plate material is used and the attachment holes 9A and 9B are opened and can be easily and easily manufactured. Thus, operations such as attachment / detachment and transportation can be facilitated. Moreover, even when the shape of the mounting hole is a rectangle or various shapes, an opening can be easily formed at a predetermined position corresponding to the appropriate shape.
[0018]
Since the stopper 7 and the anchor 6 of the above-described anti-sliding device are inserted into the mounting holes 9A and 9B of the connector 8 in a loose-fitting manner, it is necessary to prevent the anti-sliding in a state in which the storage liquid is in the storage tank If it is not necessary, remove it from the top and remove it, and if it is necessary to prevent slipping due to strong wind measures during air-liquid inspection such as opening inspection, insert it from above and attach it easily and easily. can do. Therefore, by removing the connector 8 in the liquid storage state, when a vertical load or a horizontal load is applied to the storage tank 1 due to an earthquake, the anti-skid device and the bottom plate 2 of the anti-skid device mounting portion are deformed. Safety is maintained without worrying about damage. Further, by attaching the connector 8 at the time of air-liquid, when the horizontal load is applied to the storage tank 1 due to the wind pressure at the time of strong wind, the skidding of the storage tank 1 is prevented and it is safe.
[0019]
In addition, although illustration is abbreviate | omitted, a connection tool may provide two rings in the both-ends predetermined spacing position of a rod-shaped member, and may form this ring so that it may correspond to an attachment hole. Such a ring-shaped connector can be easily manufactured by forging or the like. Moreover, you may form a connection tool with a pipe-shaped connection tool. This pipe-shaped connector is formed so that two pipes are provided at predetermined intervals at both ends of a rod-shaped member, and the inner diameter of the pipe corresponds to a mounting hole of a slidable guide. This pipe-shaped connector can be easily and easily manufactured using a pipe material. Furthermore, the connection tool may be formed of a member such as a wire or a chain provided with rings at both ends and connecting between the rings. Since such an intermediate part moves freely with respect to twisting or movement in the rotation direction, it is suitable for a relatively small storage tank and can be used easily and easily.
[0020]
【The invention's effect】
A storage tank anti-skid device according to the present invention includes a stopper vertically installed on the upper surface of the bottom plate located on the outer peripheral side of the side plate of the storage tank so as to restrain the horizontal movement without restricting the vertical movement of the storage tank. An anchor that is vertically fixed with the lower portion embedded and fixed to the storage tank foundation , and a connecting tool that is slidable up and down and is detachably connected by inserting the stopper and the anchor in a loosely fitting manner. Therefore, remove the connector when the storage solution is not necessary when it is not necessary to fix it, and attach the connector when it is necessary to fix it when liquid is empty. be able to. In particular, since the connecting tool is installed by inserting a vertically installed stopper and anchor in a loose-fitting manner, when it is not necessary to prevent sliding in a state where the stored liquid is contained in the storage tank, it is removed from above and removed. In addition, when it is necessary to prevent slipping due to strong wind countermeasures during air-liquid such as during open inspection, it can be easily attached and detached as appropriate by inserting it from above. Therefore, since the connector is removed during storage, the storage tank will not be deformed or damaged when the storage tank receives a vertical or horizontal load due to an earthquake or the like. When the storage tank receives a horizontal load due to wind pressure or the like, a skid can be prevented, and the anti-skid device can be applied so as to further improve the safety of the storage tank against earthquakes or strong winds.
[0023]
[Brief description of the drawings]
FIG. 1 is a perspective explanatory view showing a state in which a storage tank anti-skid device according to the present invention is provided in a flat bottom cylindrical storage tank.
FIG. 2 is an explanatory side sectional view of FIG. 1;
FIG. 3 is an explanatory side sectional view showing an outline of a conventional anti-skid device for a flat bottom cylindrical storage tank.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Storage tank 2 Bottom plate 3 Side plate 4 Foundation 5 Dog running 6 Anchor 7 Stopper 8 Connecting tool 9, 9A, 9B Mounting hole 20 Anchor guide 21 Bracket

Claims (1)

貯槽の垂直方向の動きを拘束することなく水平方向の動きを拘束するように、貯槽の側板外周側に位置する底板上面に垂直に立設したストッパーと、貯槽基礎に下部を埋設固定して垂直に立設したアンカーと、当該ストッパーとアンカーとを遊嵌状に挿通し上下の摺動が可能で着脱自在に連結する連結具とを設けて形成したことを特徴とする貯槽の滑動防止装置。In order to constrain the movement in the horizontal direction without restricting the vertical movement of the storage tank, a vertical stopper is installed vertically on the upper surface of the bottom plate located on the outer peripheral side of the side plate of the storage tank, and the bottom is embedded and fixed to the storage tank base. An anti-skid device for a storage tank, characterized in that it is provided with an anchor standing upright, and a connecting tool that allows the stopper and the anchor to be freely fitted and slidably connected in a vertical direction .
JP21831497A 1997-07-30 1997-07-30 Anti-slip device for storage tank Expired - Fee Related JP3948502B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21831497A JP3948502B2 (en) 1997-07-30 1997-07-30 Anti-slip device for storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21831497A JP3948502B2 (en) 1997-07-30 1997-07-30 Anti-slip device for storage tank

Publications (2)

Publication Number Publication Date
JPH1149283A JPH1149283A (en) 1999-02-23
JP3948502B2 true JP3948502B2 (en) 2007-07-25

Family

ID=16717915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21831497A Expired - Fee Related JP3948502B2 (en) 1997-07-30 1997-07-30 Anti-slip device for storage tank

Country Status (1)

Country Link
JP (1) JP3948502B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6080073B2 (en) * 2013-03-27 2017-02-15 株式会社石井鐵工所 Damping plate device for low temperature tank
JP6191944B2 (en) * 2013-03-30 2017-09-06 株式会社石井鐵工所 Tank anchor device
KR102184596B1 (en) * 2019-04-17 2020-11-30 두리기업 주식회사 Earthquake proof Bracket Assembly For Fixing Water Tank

Also Published As

Publication number Publication date
JPH1149283A (en) 1999-02-23

Similar Documents

Publication Publication Date Title
CA2727893C (en) Fall restraint system
US20110289865A1 (en) Container wall for a container covered by a foil and outer formwork for producing the container wall
WO2018013792A1 (en) Perimeter warning system
KR20170076033A (en) Device for fling pile
JP3948502B2 (en) Anti-slip device for storage tank
JP3084502B2 (en) Installation method of the shoring support and its non-slip structure
US20150336289A1 (en) A Reusable Inwardly Collapsible Void Former
KR101988507B1 (en) Manhole cover with a water level gage
CN110904952B (en) A kind of horizontal bearing reinforcement of cast-in-place piles in soft soil foundation
US20200217099A1 (en) Post Support Sleeve
US10232200B2 (en) Recessed concrete anchor
US9709214B2 (en) Bracket and lifting/lowering device assembly
KR20170025768A (en) Vertical stop device for monorail system
US11885143B2 (en) Oval cover member for pre-cast concrete lift hook
JPH09314173A (en) Installation method of aeration device and aeration device for reservoir etc.
KR200470254Y1 (en) Road Marker by Up-down construction method
US9808658B1 (en) Tie-on arrangement and bracket for a tank
JP3290972B2 (en) Mounting device for safety guard for manhole
CA2911142A1 (en) Safety railing for building construction
KR200283330Y1 (en) The four-leaf clover fitting which is using salvage of pile
JPH055196Y2 (en)
AU2012245054B1 (en) Scaffold System
KR200406170Y1 (en) Manhole Cover Base
KR102246494B1 (en) Loading guide apparatus for soil sack and loading method of construction using the same
KR102712022B1 (en) Easy lever manhole opener

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040630

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060612

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060620

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060816

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: 20070327

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070410

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20110427

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20120427

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20130427

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20140427

Year of fee payment: 7

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

LAPS Cancellation because of no payment of annual fees