JPH04113099A - Prefabricated concrete storage tank - Google Patents
Prefabricated concrete storage tankInfo
- Publication number
- JPH04113099A JPH04113099A JP2228234A JP22823490A JPH04113099A JP H04113099 A JPH04113099 A JP H04113099A JP 2228234 A JP2228234 A JP 2228234A JP 22823490 A JP22823490 A JP 22823490A JP H04113099 A JPH04113099 A JP H04113099A
- Authority
- JP
- Japan
- Prior art keywords
- side wall
- prefabricated
- storage tank
- concrete
- unit
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 27
- 239000000463 material Substances 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000002184 metal Substances 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 5
- 230000002093 peripheral effect Effects 0.000 description 5
- 238000003466 welding Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000011513 prestressed concrete Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
Description
【発明の詳細な説明】
（産業上の利用分野）
この発明は、コンクリート製円筒貯槽のプレハブ化とプ
レストレスを導入して組立てるプレハブコンクリート貯
槽に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a prefabricated concrete cylindrical storage tank and a prefabricated concrete storage tank that is assembled by introducing prestress.
（従来の技術）
コンクリート製円筒貯槽の建設は、−船釣には型枠を使
用して現地で配筋、コンクリート打設を順次行って貯槽
周壁を構築している。しかし、この現地コンクリート打
設の方法によると、数多くの型枠が必要で、現地での組
立作業が繁雑で品質管理も難しく工期も長くなる等とい
ったｒ：ＩＨ点があった
これに対して、あらかじめコンクリートのプレハブユニ
ットを工場等で制作しておき、現地でこのプレハブユニ
ットを組立てて効率良く円筒タンクを構築するようにし
た従来技術として２例えば以下の公報に開示された発明
がある。(Prior Art) Constructing a cylindrical concrete storage tank is as follows: - For boat fishing, a formwork is used and the surrounding wall of the tank is constructed by sequentially arranging reinforcement and pouring concrete on site. However, this on-site concrete pouring method required many formworks, complicated on-site assembly work, difficult quality control, and increased construction time. For example, there is an invention disclosed in the following publication as a conventional technique in which a concrete prefabricated unit is manufactured in advance in a factory or the like, and the prefabricated unit is assembled on site to efficiently construct a cylindrical tank.
特公平１〜５４５１１号のｒ円筒タンク施工方法」の発
明は、プレファブ化したコンクリートプロ／り部と該コ
ンクリートブロック部に添設されたメタルライナーとよ
り成る円筒壁ユニ・ｌトを順に積み上げて円筒タンク分
施工する方法に関するらのて゛、配筋されたコノクリー
トプロｌり部の縁部よりメタルライナーを張出すように
添設し、メタルライナーを接合して積み上げ、配筋のつ
なぎ込み、目地のコンクリート打設を行う施工方法とし
たしのである。The invention of ``Cylindrical tank construction method'' of Japanese Patent Publication No. 1-54511 is based on the method of constructing a cylindrical tank by sequentially stacking cylindrical wall units consisting of a prefabricated concrete block section and a metal liner attached to the concrete block section. Regarding the method for constructing a cylindrical tank, the metal liner is attached so as to protrude from the edge of the reinforced conocrete protrusion, the metal liners are joined and piled up, the reinforcement is connected, and the joints are made. Shino is the construction method that involves pouring concrete.
また、特開昭６０−２３１８４号の「プレストしスコン
クリートタンク」の発明は、内側にスキ／プレートを設
けたセグメントの外側円周方向に沿って挿通孔を形成し
、ワイヤーを挿通させると共に、緊縛して各セグメント
を結束して積み重ねて形成したプレストレスコンクリー
トタンクとしたものて゛ある。In addition, the invention of "Prestressed concrete tank" disclosed in Japanese Patent Application Laid-open No. 60-23184 is that an insertion hole is formed along the outer circumferential direction of a segment provided with a gap/plate on the inside, and a wire is inserted through the hole. There is also a prestressed concrete tank formed by binding and stacking each segment together.
〈発明が解決しようとするｊｌｕ）
前述した従来技術の発明は何ｔ′Ｌも、壁体ユニ・ｌト
の形状が羊−の平板パネルで構成されており貯槽側壁要
所に合った形状となっていないので、側壁の要所に応じ
た強度と機能を有することかできない
また、最下部の壁体ユニットは、あらかじめテンシヨン
を与えたプレストレストコンクリートユニット体となっ
ていないのて′、荷重がＩｋも大きい部材としての充分
な’！Ｉｉ度が得られないという難点があった
また、前者のユニ・ソト体の接合は、特に水平部の継手
がメタルライナーを接合して積み上げるので不安定な上
、繁雑で壁体の水平、垂直の位置合わせが難しかった。(What the invention seeks to solve) In all of the prior art inventions mentioned above, the shape of the wall unit is composed of a sheep-shaped flat panel, and the shape matches the key points of the side wall of the storage tank. In addition, the lowest wall unit is not a prestressed concrete unit with pre-tension, so the load is Ik. Enough as a big part too! In addition, the joining of the former uni-soto body is unstable, especially in the horizontal part, because the metal liner is joined and piled up, and it is complicated, and the horizontal and vertical joints of the wall are difficult to obtain. It was difficult to align.
また、後者のユニ７１体の接合は、ユニット体端部を単
に重ね合わせているなめ水平部および垂直部の継手部が
強固にならないという問題があった
この発明は、前述の問題点を解決するためになされたも
のて′、その目的とするところは、プレハブユニ、トを
貯槽側壁の要所に合った形状に分割形成し、特に荷重の
最もかかる側壁の下部および底版外周部を剛結一体構造
とした最下部ユニットはプレストレスト構造として強度
を高め、また各ユニットの接合は、少なくとも水平部を
鋼板の溶接により簡単強固に行い、垂直部はコンクリー
トモルタル打設により強固に行い、さらに組立てたユニ
ット体の全体をテンション材で結合して、強度が高く、
安全性の高い、施工が容易なプレハブコンクリート貯槽
を提供することにある９（課題を解決するための手段）
コンクリート貯槽の側壁を構成するプレハブユニットを
、側壁の要所に合った形状である側壁下部および底版外
周部を剛結一体構造としたフーチング部と、ｍｉｉ中間
の直胴部を構成する胴体部と、側壁上端部のリングビー
ム部を構成する胴上部にて分割形成し、該組立てたプレ
ハブユニット全体をテンション材で垂直方向及び水平方
向を結合して一体に貯槽側壁を形成するものである。In addition, the latter method of joining 71 units has a problem in that the joints of the horizontal and vertical parts are not strong because the ends of the unit bodies are simply overlapped.This invention solves the above-mentioned problem. The purpose was to divide and form a prefabricated unit into a shape that matched the key points on the side wall of the storage tank, and to rigidly connect the lower part of the side wall and the outer periphery of the bottom plate, which bear the most load, into one piece. The lowermost unit has a prestressed structure to increase its strength, and each unit is simply and strongly joined at least horizontally by welding steel plates, and the vertically is reinforced by pouring concrete mortar. The entire body is joined with tension material for high strength.
The objective is to provide a prefabricated concrete storage tank that is highly safe and easy to construct. The footing part has a rigidly integrated structure with the lower part and the outer periphery of the bottom plate, the body part which constitutes the middle straight body part of MII, and the upper body part which constitutes the ring beam part at the upper end of the side wall are divided and assembled. The entire prefabricated unit is connected vertically and horizontally with tension material to form a tank side wall as one piece.
また、フーチング部のユニットはあらかじめテンシヨン
をかけたプレストレスト構造とする。また、プレハブユ
ニ・ｌトの各接合は、少なくとも水平部を開先部鋼板の
溶着構造とするものである。In addition, the footing unit has a prestressed structure that is pre-tensioned. Further, each joint of the prefabricated unit has a grooved steel plate welded structure at least in the horizontal portion.
〈作用）
プレハブユニ・ソトは、貯槽側壁の要所に適した三つの
形状よりなり、各部で必要な強度が得られる。(Function) Prefabricated Uni-Soto has three shapes suitable for key points on the side wall of the storage tank, providing the necessary strength in each part.
また、組立てたプレハブユニットは全体を水平方向と垂
直方向のそれぞれにテンション材で必要な張力で緊張結
合され、貯槽側壁が構築される。Furthermore, the assembled prefabricated units are tension-bonded in both the horizontal and vertical directions using tension members with the necessary tension to construct the storage tank side walls.
また、フーチング部は、プレストレスト構造とされてい
るので強度が増したユニット体となるプレハブユニット
の少なくとも水平部の接合は、開先部鋼板を合致させて
外周端部同志を溶着することで簡単に強固に接合される
。In addition, since the footing part has a prestressed structure, joining at least the horizontal part of the prefabricated unit, which creates a unit with increased strength, can be easily joined by matching the grooved steel plates and welding the outer peripheral edges together. Strongly bonded.
（実施例） この発明を実施例の図に基づいて詳細に説明する。(Example) This invention will be explained in detail based on drawings of embodiments.
第１図は、この発明に係るプレハブコンクリート貯槽の
一実施例であるコンクリート外槽を有する低温二重殻貯
槽の部分断面図である 内槽２にＬＰＧやＬＮＧ等の低
温液ｆヒガスを収容し、保冷層とンールメタルを介して
外周にコンクリートよつなる外槽１が形成されている、
コンクリート外槽１は、底版外周部および側壁下部を剛
結一体構造としたフーチング部４と、側壁中間の直胴部
を構成する胴体部５と、側壁上部のリングビーム部を構
成する胴上部６とからなるプレハブユニットを組立て、
全体をテンション材て゛結合して構築される。FIG. 1 is a partial sectional view of a low-temperature double-shell storage tank having a concrete outer tank, which is an embodiment of the prefabricated concrete storage tank according to the present invention. An outer tank 1 is formed around the outer periphery of the concrete through a cold insulation layer and a molded metal. Assemble a prefabricated unit consisting of a body part 5 that constitutes a straight body part and an upper body part 6 that constitutes a ring beam part on the upper side wall,
It is constructed by connecting the entire structure with tension material.
この発明に係るコンクリート側壁プレハブユニットの一
実施例を、第２図、第３図、第４図の斜視説明図に示す
。An embodiment of the concrete side wall prefabricated unit according to the present invention is shown in the perspective explanatory views of FIGS. 2, 3, and 4.
第２図は側壁下部および底版外周部３ａを剛結一体に結
合したコーナ一部を構成する最下部のフーチング部４、
第３図は側壁中間の直胴部を構成する胴体部５、第４図
は側壁上端部のリングビーム部を構成する胴上部６のプ
レハブユニットである。各プレハブユニットは、縦横に
所定の間隔をおいて縦シース７及び横シース８を埋設し
た鉄筋コンクリートで形成する。FIG. 2 shows the lowest footing part 4, which constitutes a part of the corner where the lower part of the side wall and the outer peripheral part 3a of the bottom plate are rigidly connected together.
FIG. 3 shows a prefabricated unit of a body part 5 that constitutes a straight body part in the middle of the side wall, and FIG. 4 shows a prefabricated unit of an upper body part 6 that constitutes a ring beam part at the upper end of the side wall. Each prefabricated unit is formed of reinforced concrete in which vertical sheaths 7 and horizontal sheaths 8 are buried at predetermined intervals vertically and horizontally.
また、各プレハブユニットの接合外周端面ば、ｆ？４Ｌ
ば、水平部端面を縦シース７を埋設した平滑面の鋼板製
の水平開先部１０に形成し、垂直部端面を横シース８を
延出するとともに鉄筋９を延出した凸状段差を有する垂
直開先部１１に形成する５
第５図は、フーチング部４のユニットの側端面説明図で
ある。コンクリートユニリドの内部に、縦シース７、横
シース８．鉄筋９を配設し、縦シース７には垂直方向テ
ンション材のＰＣ＃ｌ材１４全１４部に定着材１３を設
けて挿設する。Also, the joint outer peripheral end surface of each prefabricated unit is f? 4L
For example, the horizontal end face is formed as a horizontal groove part 10 made of a smooth steel plate in which the vertical sheath 7 is embedded, and the vertical end face has a convex step from which the horizontal sheath 8 extends and the reinforcing bar 9 extends. 5 is an explanatory side end view of a unit of the footing portion 4. As shown in FIG. Inside the concrete Unilid, there are a vertical sheath 7 and a horizontal sheath 8. A reinforcing bar 9 is provided, and a fixing material 13 is provided and inserted into the vertical sheath 7 for a total of 14 pieces of PC#l material 14 as a vertical tension material.
フーチング部４の底版外周部３ａには、あらかじめスト
レスを導入したプレテンション材１２を埋設しておく。A pretension material 12 to which stress has been introduced in advance is embedded in the bottom plate outer peripheral portion 3a of the footing portion 4.
第６図、第７図、第８図、第９図は、この発明のプレハ
ブユニットの端面開先部の構造と接合手段の一実施例を
示し、少なくとも水平開先部を鋼板枠にて形成したもの
である。以下その詳細を説明する。Figures 6, 7, 8, and 9 show an embodiment of the structure and joining means of the end face groove of the prefabricated unit of the present invention, in which at least the horizontal groove is formed of a steel plate frame. This is what I did. The details will be explained below.
第６図は、プレハブユニットの端面つまり水平開先部と
垂直開先部を示す斜視図である水平開先部１０は、縦シ
ース７を埋設した穴を明けた平滑な鋼板枠１０Ａで形成
する。また、垂直開先部１１は、一つの実施例として例
えばコンクリート端部を凸状に張り出した場合の突状部
１１Ａを形成し、該突状部１１Ａの端面には平板状の弾
性体１５を張設する。また、垂直開先部１１には、横シ
ース８及び鉄筋９を延出させる。FIG. 6 is a perspective view showing the end face of the prefabricated unit, that is, the horizontal groove portion and the vertical groove portion. The horizontal groove portion 10 is formed of a smooth steel plate frame 10A with a hole in which the vertical sheath 7 is embedded. . Further, in one embodiment, the vertical groove portion 11 forms a protrusion 11A when the end of the concrete is protruded in a convex shape, and a flat elastic body 15 is provided on the end surface of the protrusion 11A. Stretch it. Further, the horizontal sheath 8 and the reinforcing bars 9 are made to extend from the vertical groove portion 11 .
第７図は、垂直開先部を矩形凸状に形成した場合の垂直
接合部の水平断面を示し、第８図は、垂直開先部を台形
凸状に形成した場合の垂直接合部の水平断面を示す。Figure 7 shows a horizontal section of a vertical joint when the vertical groove is formed into a rectangular convex shape, and Figure 8 shows a horizontal cross section of the vertical joint when the vertical groove is formed into a trapezoidal convex shape. A cross section is shown.
横方向に接続するユニ・・ノドの対向する垂直開先部１
１の突状部１１Ａに張設した弾性体１５を密着し、横シ
ース８及び鉄筋９をそれぞれ接続した陵、開先部空間に
ノンシュリンクのコンクリートモルタル１６を両側面よ
り打設して形成する。１７は外槽周壁の内面側に設ける
シールメタルである。Vertical grooves 1 facing each other in the horizontally connected uni throat
The elastic body 15 stretched over the protrusion 11A of 1 is tightly attached, and non-shrink concrete mortar 16 is cast from both sides in the ridge and groove space where the horizontal sheath 8 and reinforcing bar 9 are connected, respectively. . 17 is a seal metal provided on the inner surface of the outer tank peripheral wall.
第９図は、水平開先部の接合部の垂直断面を示す。FIG. 9 shows a vertical section of the horizontal groove joint.
縦方向に接続するユニットの対向する水平開先部１０上
下の鋼板枠１０Ａ、ＩＯＡを密着させ。The upper and lower steel plate frames 10A and IOA of the horizontal groove portions 10 of the vertically connected units are brought into close contact with each other.
縦シース７を一致させて、該鋼板枠の水平端部を内外両
側より溶着して形成する。１８は外側水平落着部、１９
は内側水平溶着部、１７はシールメタルである。The vertical sheaths 7 are aligned and the horizontal ends of the steel plate frame are welded from both the inside and outside sides. 18 is the outer horizontal landing part, 19
17 is an inner horizontal welded portion, and 17 is a seal metal.
（効果）
この発明は以上のように構成されているので、次の効果
を奏する。(Effects) Since the present invention is configured as described above, it has the following effects.
プレハブユニットは、貯槽側壁の要所に適した三つの形
状に分割形成するため、フーチング部、胴体部および胴
上部の各部で必要な強度を有する側壁部材が予め得られ
る結果、現場で側壁の各部に応じて使用する配筋量等を
調整する面倒さがなくなり施工期間が大幅に短縮される
。Since the prefabricated unit is divided into three shapes suitable for the key points of the storage tank side wall, side wall members with the required strength can be obtained in advance for each part of the footing, body, and upper body, and as a result, each part of the side wall can be easily assembled on site. This eliminates the hassle of adjusting the amount of reinforcement used, etc., depending on the situation, and the construction period is significantly shortened.
また、各ユニット体は、水平方向と垂直方向のそれぞれ
にテンション材で必要な張力で緊張結合されるため、充
分なプレストレスがかかった強度の高い貯槽側壁が構築
できる。In addition, since each unit body is tension-bonded with the necessary tension using tension members in both the horizontal and vertical directions, a strong storage tank side wall with sufficient prestress can be constructed.
側壁下部および底版外周部を剛結一体構造としたフーチ
ング部ユニｌトは、あらかじめテンションが導入された
ズレテンション材を埋設した構造て′あるため、貯ＰＩ
ＩＩＩｌ壁下部の強度が増す。The footing unit, which has a rigidly integrated structure with the lower part of the side wall and the outer periphery of the bottom plate, has a structure in which a pre-tensioned tension material is buried, so it is easy to store PI.
IIIl The strength of the lower part of the wall increases.
プレハブユニＩトの少なくとも水平部端面は鋼板を設（
すた開先部に形成しているので、この部分の接合は、コ
ンクリート打設による接合を必要とせず 開先部鋼板を
溶着することでｆｌＪｉかつ強固に接合できる。At least the horizontal end of the prefabricated unit I is provided with a steel plate (
Since it is formed in the groove part, this part does not require concrete pouring, and can be firmly and firmly joined by welding the steel plates at the groove part.
第１図は、コンクリート外槽を有する低温二重殻タンク
の部分断面図である。また、第２図から第４図はこの発
明に係るコンクリート側壁プレハブユニｌトを示し、第
２図はその）−千ング部斜視説明図、第３図はその胴体
部斜視説明図、第４図はその胴上部の斜視説明図、また
第５図は、フーチング部側端面説明図である。
また、第６図は、この発明に係るプレハブユ二ｌトの一
実施例を示す端面、つまり水平開先部と垂直開先部を示
す一部を欠除した斜視説明図、第７図は、矩形凸状開先
を有する垂直接合部の水平断面説明図、第８図は１台形
凸状開先を有する垂直接合部の水平断面説明図、第９図
は、鋼板枠を設けた開先を有する水平接合部の垂直断面
説明図て゛ある２
４・・フーチング部 ラ・ 胴 体 部６ 胴
上 部 ７・・ 縦シース８・・横 シ −
ス １０ ・ 水平開先部１０Ａ ！ｓ板枠
１１・ 垂直開先部１１Ａ・・突状部 １２ ズレテ
ンション材１６・・セメントモルタル
１８・ 外側水平溶着部
１９ ・内側水平溶着部
第
？
図
第
３図FIG. 1 is a partial sectional view of a low temperature double shell tank with a concrete outer tank. Moreover, FIGS. 2 to 4 show a concrete side wall prefabricated unit according to the present invention, FIG. The figure is a perspective explanatory view of the upper part of the trunk, and FIG. 5 is an explanatory view of the side end face of the footing part. Further, FIG. 6 is a partially cutaway perspective view showing an end face, that is, a horizontal groove and a vertical groove, of an embodiment of the prefabricated unit according to the present invention, and FIG. 8 is a horizontal cross-sectional explanatory diagram of a vertical joint having a rectangular convex groove. FIG. 9 is a horizontal cross-sectional diagram of a vertical joint having a trapezoidal convex groove. FIG. Vertical cross-section diagram of the horizontal joint with
Upper part 7...Vertical sheath 8...Horizontal sheath -
10 ・Horizontal groove part 10A! s board frame
11. Vertical groove part 11A...protruding part 12. Displacement tension material 16.. cement mortar 18.. Outer horizontal welding part 19. - Inner horizontal welding part No. 1? Figure 3
Claims (3)
を剛結一体構造としたフーチング部と、側壁中間の直胴
部を構成する胴体部と、側壁上端部のリングビーム部を
構成する胴上部にて分割形成し、該組立てたプレハブユ
ニット全体をテンション材で結合したことを特徴とする
プレハブコンクリート貯槽。(1) The prefabricated unit is installed in the footing part, which has a rigidly integrated structure with the lower part of the side wall and the outer periphery of the bottom plate, the body part that makes up the straight body part in the middle of the side wall, and the upper part of the body part that makes up the ring beam part at the upper end of the side wall. 1. A prefabricated concrete storage tank characterized in that the prefabricated units are divided into two parts, and the entire assembled prefabricated unit is joined with a tension material.
スを導入したプレテンション材を埋設したプレストレス
ト構造としたことを特徴とする特許請求の範囲第１項記
載のプレハブコンクリート貯槽。(2) The prefabricated concrete storage tank according to claim 1, wherein the footing has a prestressed structure in which a pretensioned material to which stress has been introduced in advance is embedded in the outer circumference of the bottom slab.
の溶着構造としたことを特徴とする特許請求の範囲第１
項又は第２項記載のプレハブコンクリート貯槽。(3) The prefabricated unit is characterized in that at least the horizontal joint is a welded structure of steel plates.
Prefabricated concrete storage tank according to paragraph 2 or paragraph 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP02228234A JP3111282B2 (en) | 1990-08-31 | 1990-08-31 | Prefabricated concrete storage tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP02228234A JP3111282B2 (en) | 1990-08-31 | 1990-08-31 | Prefabricated concrete storage tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04113099A true JPH04113099A (en) | 1992-04-14 |
| JP3111282B2 JP3111282B2 (en) | 2000-11-20 |
Family
ID=16873270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP02228234A Expired - Fee Related JP3111282B2 (en) | 1990-08-31 | 1990-08-31 | Prefabricated concrete storage tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3111282B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0661794U (en) * | 1993-02-02 | 1994-08-30 | 石川島播磨重工業株式会社 | Cooling structure between the inside and outside of the low temperature tank |
| WO2005082747A1 (en) * | 2004-03-01 | 2005-09-09 | Obayashi Corporation | Low-temperature pc tank and method for constructing and operating low-temperature pc tank |
| US7837055B2 (en) | 2004-05-20 | 2010-11-23 | Exxonmobil Upstream Research Company | LNG containment system and method of assembling LNG containment system |
| JP2011099550A (en) * | 2009-11-05 | 2011-05-19 | Korea Gas Corp | Method of constructing liquefied gas storage tank for land |
| US20110283638A1 (en) * | 2008-12-23 | 2011-11-24 | Shockley Lestle R | Ring Beam and Method for Constructing the Same |
| JP2013032179A (en) * | 2011-08-03 | 2013-02-14 | Ishii Iron Works Co Ltd | Prefabricated concrete dike of steel tank |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100964825B1 (en) * | 2009-11-05 | 2010-06-24 | 한국가스공사 | Wall structure for building a liquefied gas storage tank |
-
1990
- 1990-08-31 JP JP02228234A patent/JP3111282B2/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0661794U (en) * | 1993-02-02 | 1994-08-30 | 石川島播磨重工業株式会社 | Cooling structure between the inside and outside of the low temperature tank |
| WO2005082747A1 (en) * | 2004-03-01 | 2005-09-09 | Obayashi Corporation | Low-temperature pc tank and method for constructing and operating low-temperature pc tank |
| US7837055B2 (en) | 2004-05-20 | 2010-11-23 | Exxonmobil Upstream Research Company | LNG containment system and method of assembling LNG containment system |
| US8387334B2 (en) | 2004-05-20 | 2013-03-05 | Exxonmobil Upstream Research Company | LNG containment system and method of assembling LNG containment system |
| US20110283638A1 (en) * | 2008-12-23 | 2011-11-24 | Shockley Lestle R | Ring Beam and Method for Constructing the Same |
| JP2011099550A (en) * | 2009-11-05 | 2011-05-19 | Korea Gas Corp | Method of constructing liquefied gas storage tank for land |
| EP2320122A3 (en) * | 2009-11-05 | 2017-05-10 | Korea Gas Corporation | Method of constructing liquefied gas storage tank on land |
| JP2013032179A (en) * | 2011-08-03 | 2013-02-14 | Ishii Iron Works Co Ltd | Prefabricated concrete dike of steel tank |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3111282B2 (en) | 2000-11-20 |
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