JPH04302799A - Underground type low-temperature tank roof building-up method - Google Patents

Underground type low-temperature tank roof building-up method

Info

Publication number
JPH04302799A
JPH04302799A JP3067003A JP6700391A JPH04302799A JP H04302799 A JPH04302799 A JP H04302799A JP 3067003 A JP3067003 A JP 3067003A JP 6700391 A JP6700391 A JP 6700391A JP H04302799 A JPH04302799 A JP H04302799A
Authority
JP
Japan
Prior art keywords
roof
basic
block
pieces
opening
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
JP3067003A
Other languages
Japanese (ja)
Other versions
JP2876803B2 (en
Inventor
Takeshi Takahashi
剛 高橋
Hayami Hatanaka
畑中 速実
Masahiko Ikeuchi
雅彦 池内
Hidenori Suzuki
英憲 鈴木
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP3067003A priority Critical patent/JP2876803B2/en
Publication of JPH04302799A publication Critical patent/JPH04302799A/en
Application granted granted Critical
Publication of JP2876803B2 publication Critical patent/JP2876803B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PURPOSE:To enable simultaneous execution of the tub and roof building-up operation by causing a basic roof block, which has been formed by mounting a plurality of sectorial divisional roof members to a center portion of the future dome roof, to be placed from above down to the opening end surface of a tub member covering from side to side thereof, and then sequentially joining the remaining divisional roof members to the basic roof block. CONSTITUTION:In order to construct the roof, a bottomed-cylinder shaped concrete- made tub member 1, which is opened at its top, is built up under the ground, and a ring-like knuckle plate 2 is mounted thereon along the peripheral edge of the opening. On the other hand, for a roof portion 3 arc prepared a center portion 4 and sectorial divisional roof members. Next, a plurality of divisional roof members 5 arc attached to the center portion 4 to form a basic roof block 10. Subsequently, the basic roof block 10 is lifted up by, for example, a crane, and is transferred to over the opening of the concrete-made tub member 1. Then, the basic roof block is mounted to the knuckle plate 2 in such a manner as to be placed thereon covering from side to side thereof. Then, the other divisional roof members are sequentially joined to the basic roof block 10 to thereby build up the dome roof as a whole.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、新規な地下式低温タン
クの屋根構築方法に係り、特にタンクの槽体と屋根との
建築を同時になし得る地下式低温タンクの屋根構築方法
に関するものである。
[Field of Industrial Application] The present invention relates to a novel method for constructing the roof of an underground low-temperature tank, and more particularly to a method for constructing the roof of an underground low-temperature tank that allows construction of the tank body and roof at the same time. .

【0002】0002

【従来の技術】一般に、LPG及びLNG等の低温液体
を貯蔵するタンクとしては、地下式低温タンクが知られ
ている。従来、この地下式低温タンクは図7に示すよう
に、まず地下に上部が開放された有底筒体状のコンクリ
ート製槽体aを構築した後、そのコンリート製槽体aの
開口部bにその周方向に沿って環状のナックルプレート
cを取付けると共に槽体a内において上記開口部を覆う
ドーム状の屋根dを組み立てる。
2. Description of the Related Art In general, underground low temperature tanks are known as tanks for storing low temperature liquids such as LPG and LNG. Conventionally, as shown in Fig. 7, this underground low-temperature tank is constructed by first constructing a bottomed cylindrical concrete tank body a with an open top underground, and then inserting an opening b into the concrete tank body a. An annular knuckle plate c is attached along the circumferential direction, and a dome-shaped roof d covering the opening is assembled inside the tank body a.

【0003】このように、槽体a内においてドーム状の
屋根dを組み立てた後、この屋根dをエアレイジングあ
るいはジャッキアップ工法によって槽体a内を上昇させ
上記ナックルプレートcにその基端部を接続させて取り
付けている。
[0003] After assembling the dome-shaped roof d in the tank body a in this way, the roof d is raised inside the tank body a by air raising or jacking method, and its base end is attached to the knuckle plate c. Connected and installed.

【0004】また、屋根dにはその内側に槽体aの上部
開口部bを覆う保冷材層eを支持するためのサスペンシ
ョンデッキfが吊り下げられている。このサスペンショ
ンデッキfはコンクリート製槽体a内の底部において、
上記屋根dの組み立てと同時に屋根dに取り付けられて
いる。従って屋根dがエアレイジング工法等によって上
昇移動される際にはサスペンションデッキfも一緒に移
送されることになる。このように、コンクリート製槽体
aの上部開口部にドーム状の屋根dが取り付けられた後
、コンクリート製槽体a内側には保冷材層gを介設して
実質的に低温貯液を収容するための内槽hを形成するメ
ンブレンパネルを張設して地下式低温タンクを完成させ
る。
A suspension deck f is suspended from the inside of the roof d for supporting a cold insulating material layer e covering the upper opening b of the tank body a. This suspension deck f is located at the bottom of the concrete tank body a.
It is attached to the roof d at the same time as the roof d is assembled. Therefore, when the roof d is moved upward by an air raising method or the like, the suspension deck f is also moved together. In this way, after the dome-shaped roof d is attached to the upper opening of the concrete tank body a, a cold insulation material layer g is interposed inside the concrete tank body a to substantially accommodate the low-temperature storage liquid. The underground low temperature tank is completed by installing a membrane panel to form an inner tank h.

【0005】[0005]

【発明が解決しようとする課題】ところで従来の地下式
低温タンクの建設に際しては、屋根dの構築期間はタン
ク全体の構築期間の約半分を占めていた。特に従来の屋
根の構築方法にあっては、地下にコンクリート製槽体a
を構築すべく完成した後、その槽体内で屋根dを組み立
てて、これをジャッキアップあるいはエアレイジング工
法で上昇移送させた後、タンクの槽体aに取り付けるこ
とになるため屋根dを組み立てている間には槽体a内の
作業が一切成し得ないという問題があった。
[Problems to be Solved by the Invention] In the construction of conventional underground cryogenic tanks, the period for constructing the roof d occupies approximately half of the period for constructing the entire tank. In particular, in the conventional roof construction method, a concrete tank a is installed underground.
After completing the construction, roof d is assembled inside the tank body, and after this is lifted and transferred by jacking up or air raising method, roof d is assembled because it will be attached to tank body a of the tank. During this period, there was a problem in that no work could be done inside tank body a.

【0006】また、コンクリート製槽体aの上部の開口
部bに屋根aが取り付けられないと、槽体内壁に保冷材
層gを取り付けて内槽hを組み立てることができない問
題があった。即ち、保冷材層gに水分が侵入した場合に
おいて保冷性能を損なうことによる。
Furthermore, unless the roof a is attached to the opening b at the top of the concrete tank body a, there is a problem in that the inner tank h cannot be assembled by attaching the cold insulation material layer g to the wall of the tank body. That is, when moisture enters the cold insulation material layer g, the cold insulation performance is impaired.

【0007】そこで、本発明は上述した課題を有効に解
決するために案出されたものであり、その目的は従来の
地下式低温タンクの屋根構築方法を改良するもので、地
下式低温タンク全体の構築工期を短縮することのできる
地下式低温タンクの屋根構築方法を提供するものである
Therefore, the present invention was devised to effectively solve the above-mentioned problems, and its purpose is to improve the conventional method of constructing the roof of an underground cryogenic tank. The purpose of the present invention is to provide a method for constructing a roof for an underground low-temperature tank that can shorten the construction period.

【0008】[0008]

【課題を解決するため手段】本発明は、地下に有底筒体
状の槽体を埋設すると共に槽体の開口部にこれに沿って
リング状のナックルプレートを設けた後、ナックルプレ
ートに基端部を支持させて上記開口部を覆うドーム状の
屋根を構築する方法において、上記ナックルプレートを
取り付けると共に地上部で上記屋根をその中央頂部を区
画するセンター部分と、センター部分の外周部を複数個
に放射状に分割された扇状の分割屋根片とに分割成形す
ると共に上記センター部分に相対向させて少なくとも2
つの上記分割屋根片を取り付けて基本屋根ブロックを形
成した後、基本屋根ブロックを上記ナックルプレートに
取り付けて上記槽体開口部上に掛け渡し、爾後上記セン
ター部とナックルプレートとに順次残りの分割屋根片を
掛け渡して接合して構築するようにしたものである。
[Means for Solving the Problems] The present invention involves burying a bottomed cylindrical tank underground, providing a ring-shaped knuckle plate along the opening of the tank, and then attaching a ring-shaped knuckle plate to the knuckle plate. In the method of constructing a dome-shaped roof covering the opening by supporting the ends, the knuckle plate is attached, and a center part that divides the center top of the roof above the ground, and a plurality of outer peripheral parts of the center part are provided. At least two fan-shaped split roof pieces are formed, which are divided radially into individual pieces, and at least two
After attaching the two split roof pieces to form a basic roof block, the basic roof block is attached to the knuckle plate and spanned over the tank opening, and then the remaining split roof is sequentially attached to the center part and the knuckle plate. It was constructed by spanning the pieces and joining them together.

【0009】[0009]

【作用】上記構成により、まず地上部でドーム状の屋根
をその中央頂部を区画するセンター部分とこのセンター
部分の外周部を複数個に放射状に分割された扇状の分割
屋根片とに分割成形することで、タンク建設現場以外で
これら分割屋根片を成形することができ、工場稼動率を
高めると共にコンクリート製槽体の構築作業と並行して
成し得る。また、基本屋根ブロックを形成した後、これ
をナックルプレートに取り付けて槽体開口部上に掛け渡
されることでこの基本屋根ブロックに順次残りの分割屋
根片を接合させることになるので、上記掛け渡された基
本屋根ブロックが作業ベースとして利用することがてき
、屋根支持用の底部からの支柱や特別な足場等を用いる
こなく屋根を構築することができる。
[Operation] With the above configuration, first, the dome-shaped roof is divided and molded at the ground level into a center part that partitions the central peak and fan-shaped split roof pieces that are radially divided into a plurality of pieces on the outer periphery of this center part. As a result, these split roof pieces can be formed outside the tank construction site, which increases factory utilization and can be done in parallel with the concrete tank body construction work. In addition, after forming the basic roof block, this is attached to the knuckle plate and spanned over the tank opening, and the remaining split roof pieces are successively joined to this basic roof block. The basic roof block created can be used as a working base, and the roof can be constructed without using pillars from the bottom to support the roof or special scaffolding.

【0010】さらに、屋根は分割屋根片を順次接合する
ことにより、コンクリート製槽体の開口部が覆われるこ
とになり、覆われた部分に応じて槽体内壁に保冷材層を
取り付けて内槽を組み立てることができ、タンク全体の
建設工期を短縮することができる。
Furthermore, the opening of the concrete tank body is covered by sequentially joining the split roof pieces, and a layer of cold insulation material is attached to the wall of the tank body depending on the covered part, and the inner tank is closed. can be assembled, shortening the construction period for the entire tank.

【0011】[0011]

【実施例】本発明の具体的実施例を図に従って詳述する
EXAMPLES Specific examples of the present invention will be described in detail with reference to the drawings.

【0012】まず、図3に示すように、地下に上部が開
放された有底筒体状のコンクリート製槽体1を構築する
と共に、このコンクリート製槽体1の開口部周縁にこれ
に沿ってリング状のナックルプレート2を一体的に取り
付ける。これと同時に図1に示すように、ドーム状屋根
3をその中央頂部を区画するセンター部分4とこのセン
ター部分4の外周部を複数個にかつ放射状に分割すべく
扇状の分割屋根片5とに分割成形する。これらセンター
部分4と分割屋根片5とは工場または現地組立場で成形
する。各分割屋根片5は屋根骨7を基本構成とし、屋根
板5a、サスペンションデッキ6の分割片6aを屋根骨
7に取り付けて構成されている。また、センター部分4
は強度リング8とこれを覆う屋根板9とから構成されて
いる。
First, as shown in FIG. 3, a bottomed cylindrical concrete tank 1 with an open top is constructed underground, and along the periphery of the opening of this concrete tank 1, A ring-shaped knuckle plate 2 is integrally attached. At the same time, as shown in FIG. 1, the dome-shaped roof 3 is divided into a center part 4 that divides its central top and fan-shaped divided roof pieces 5 to divide the outer circumference of the center part 4 into a plurality of parts radially. Split mold. The center portion 4 and the split roof pieces 5 are formed at a factory or at a field assembly site. Each split roof piece 5 has a roof frame 7 as its basic structure, and is constructed by attaching a roof plate 5a and a split piece 6a of a suspension deck 6 to the roof frame 7. Also, the center part 4
consists of a strength ring 8 and a roof plate 9 covering it.

【0013】次に、このように成形されたセンター部分
4に図2に示すように相対向させて上記分割屋根片5を
少なくとも2つを取り付けて基本屋根ブロック10を形
成する。この基本屋根ブロック10には図示するように
、構成部品の一つとして強度上タイロッド等の補強材1
3を用いる。サスペンションデッキ6は屋根骨7に吊り
ロッド11を介して取り付けられ、その中央部は上記セ
ンター部分4と略等しい形状を呈する円板部分12を有
している。この円板部分12には各分割屋根片5に吊り
下げられたサスペンションデッキ6の分割片6aが連結
されている。このように組み立てられた基本屋根ブロッ
ク10はクレーン等により吊り下げられて、コンクリー
ト製槽体1の上部開口部に移送された後、図3に示すよ
うにナックルプレート2に取り付けられて槽体開口部上
に掛け渡される。このように基本屋根ブロック10をナ
ックルプレート2に掛け渡した後、図5に示すようにこ
の基本屋根ブロック10のに他の分割屋根片5を接合さ
せる。特に、この分割屋根片5を接合させるに際しては
、基本屋根ブロック10の周囲に相対向させて接合させ
全体として順次強度を高めながら接合することになる。
Next, the basic roof block 10 is formed by attaching at least two of the above-mentioned split roof pieces 5 to the center portion 4 formed in this manner so as to face each other as shown in FIG. As shown in the figure, this basic roof block 10 includes a reinforcing material 1 such as a tie rod for strength as one of the component parts.
Use 3. The suspension deck 6 is attached to the roof frame 7 via a suspension rod 11, and has a disk portion 12 at its center that has approximately the same shape as the center portion 4 described above. A divided piece 6a of a suspension deck 6 suspended from each divided roof piece 5 is connected to this disc portion 12. The basic roof block 10 assembled in this way is suspended by a crane or the like and transferred to the upper opening of the concrete tank body 1, and then attached to the knuckle plate 2 and moved to the opening of the tank body as shown in FIG. passed on to the superiors. After the basic roof block 10 is spanned over the knuckle plate 2 in this way, another divided roof piece 5 is joined to this basic roof block 10 as shown in FIG. In particular, when joining the divided roof pieces 5, they are joined around the basic roof block 10 so as to face each other, and the strength of the whole is gradually increased.

【0014】また、各分割屋根片5は前述したとおり扇
状に形成された屋根骨7とその外側に取り付けられた屋
根板5aとから主に構成され、この分割屋根片5の内側
にはサスペンションデッキ6が取り付けられている。特
に図4に示すようにこれら屋根片5は作業台14を中心
として組み立てられる。この作業台14はその横断面が
上記センター部4と略等しい円を有しており、作業治具
を構成し分割屋根片5の基本屋根ブロック10への接続
を容易にするように構成されている。この作業台14に
上記屋根骨7の上端部を当接しながら、サスペンション
デッキ6の軸心部分を当接して吊りロッド11で互いに
結んで一体的に分割屋根片5は組み立てられる。
Each split roof piece 5 is mainly composed of a fan-shaped roof frame 7 and a roof plate 5a attached to the outside thereof, as described above, and a suspension deck is provided on the inside of this split roof piece 5. 6 is installed. In particular, as shown in FIG. 4, these roof pieces 5 are assembled around a workbench 14. This workbench 14 has a cross section substantially equal to the center portion 4 and is configured to constitute a work jig and facilitate the connection of the split roof piece 5 to the basic roof block 10. There is. The split roof pieces 5 are integrally assembled by abutting the upper end of the roof frame 7 on the workbench 14, abutting the axial center of the suspension deck 6, and connecting each other with the hanging rods 11.

【0015】このように組み立てられた分割屋根片5は
順次クレーン等で移送されて、前述したように図5に示
すとおり基本屋根ブロック10を挾んで順次接合されて
屋根が組み立てられる。また、各分割屋根片5を構成す
る屋根板5aは図6に示すように隣接辺において互いに
噛合して係合するように係合部15を有している。
The split roof pieces 5 assembled in this manner are sequentially transported by a crane or the like and, as described above, are sequentially joined with the basic roof blocks 10 in between, as shown in FIG. 5, to assemble the roof. Further, as shown in FIG. 6, the roof plates 5a constituting each divided roof piece 5 have engaging portions 15 on adjacent sides so as to mesh and engage with each other.

【0016】以上、本発明の方法によれば、まず地上部
でドーム状の屋根3をその中央頂部を区画するセンター
部分4とこのセンター部分4の外周部を複数個に放射状
に分割された扇状の分割屋根片5とに分割成形すること
で、タンク建設現場以外でこれら分割屋根片5を成形す
ることができ、工場稼動率を高めると共にコンクリート
製槽体1の構築作業と並行して成し得る。
As described above, according to the method of the present invention, first, the dome-shaped roof 3 is divided into a center portion 4 defining the center top of the dome-shaped roof 3 at the ground level, and a fan-like shape in which the outer periphery of the center portion 4 is radially divided into a plurality of pieces. By forming the roof pieces 5 separately into the split roof pieces 5, these split roof pieces 5 can be formed outside the tank construction site, which increases the factory operating rate and can be completed in parallel with the construction work of the concrete tank body 1. obtain.

【0017】また、基本屋根ブロック10を形成した後
、これをナックルプレート2に取り付けて槽体開口部上
に掛け渡されることでこの基本屋根ブロック10に順次
残りの分割屋根片5を接合させることになるので、上記
掛け渡された基本屋根ブロック10が作業ベースとして
利用することができ、屋根支持用の底部からの支柱や特
別な足場等を用いることなく屋根を構築することができ
る。
Furthermore, after forming the basic roof block 10, it is attached to the knuckle plate 2 and stretched over the opening of the tank body, thereby sequentially joining the remaining split roof pieces 5 to this basic roof block 10. Therefore, the above-mentioned basic roof blocks 10 can be used as a work base, and the roof can be constructed without using pillars from the bottom or special scaffolding for supporting the roof.

【0018】さらに、屋根3は分割屋根片5を順次接合
することにより、コンクリート製槽体1の開口部が覆わ
れることになり、覆われた部分に応じて槽体内壁に保冷
材層を取り付けて内槽を組み立てることができ、タンク
全体の建設工期を短縮することができる。
Furthermore, the roof 3 covers the opening of the concrete tank body 1 by sequentially joining the split roof pieces 5, and a layer of cold insulation material is attached to the wall of the tank body depending on the covered part. The inner tank can be assembled using the same method, and the construction period for the entire tank can be shortened.

【0019】[0019]

【発明の効果】本発明は、タンクの槽体と屋根との建築
を同時にできるので、地下式低温タンク全体の構築工期
を短縮することができる。
[Effects of the Invention] According to the present invention, since the tank body and the roof can be constructed at the same time, the construction period for the entire underground low temperature tank can be shortened.

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

【図1】本発明の方法を説明するための屋根の概略斜視
図である。
FIG. 1 is a schematic perspective view of a roof for explaining the method of the present invention.

【図2】本発明の一工程である基本屋根ブロックの組立
て工程を示す概略斜視図である。
FIG. 2 is a schematic perspective view showing a step of assembling a basic roof block, which is one step of the present invention.

【図3】本発明の方法を説明するための低温タンクの概
略側断面図である。
FIG. 3 is a schematic side sectional view of a cryogenic tank for explaining the method of the present invention.

【図4】本発明の方法を説明するための分割屋根片の概
略斜視図である。
FIG. 4 is a schematic perspective view of a split roof piece for explaining the method of the invention.

【図5】本発明の一工程である分割屋根片の接合工程を
示す概略斜視図である。
FIG. 5 is a schematic perspective view showing a step of joining split roof pieces, which is one step of the present invention.

【図6】本発明に係る分割屋根の屋根板係合部の概略図
である。
FIG. 6 is a schematic diagram of a roof plate engaging portion of a split roof according to the present invention.

【図7】従来例を示す側断面図である。FIG. 7 is a side sectional view showing a conventional example.

【符号の説明】[Explanation of symbols]

1  槽体 2  屋根外周構造物 3  屋根 4  センタ−部分 5  分割屋根片 10  基本屋根ブロック 1 Tank body 2 Roof outer structure 3 Roof 4 Center part 5 Split roof pieces 10 Basic roof block

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  地下に有底筒体状の槽体を埋設すると
共に該槽体の開口部にこれに沿ってリング状のナックル
プレート等の屋根外周構造部を設けた後、該屋根外周構
造部に基端部を支持させて上記開口部を覆うドーム状の
屋根を構築する方法において、上記屋根外周構造部を取
り付けると共に地上部で上記屋根をその中央頂部を区画
するセンター部分と、該センター部分の外周部を複数個
に放射状に分割された扇状の分割屋根片とに分割成形す
ると共に上記センター部分に相対向させて少なくとも2
つの上記分割屋根片を取り付けて基本屋根ブロックを形
成した後、該基本屋根ブロックを上記屋根外周構造部に
取り付けて上記槽体開口部上に掛け渡し、爾後上記セン
ター部と屋根外周構造部とに順次残りの分割屋根片を掛
け渡して接合して屋根全体を構築するようにしたことを
特徴とする地下式低温タンクの屋根構築方法。
Claim 1: After burying a bottomed cylindrical tank underground and providing a roof outer structure such as a ring-shaped knuckle plate along the opening of the tank, the roof outer structure is A method for constructing a dome-shaped roof that covers the opening by supporting the base end of the roof, the center portion attaching the roof outer peripheral structure and partitioning the center top of the roof at the ground level; The outer periphery of the portion is divided into a plurality of radially divided fan-shaped roof pieces, and at least two pieces are formed facing the center portion.
After attaching the two split roof pieces to form a basic roof block, the basic roof block is attached to the roof outer peripheral structure and spanned over the tank opening, and then the center part and the roof outer structure are connected. A method for constructing a roof for an underground low-temperature tank, characterized in that the remaining split roof pieces are successively spanned and joined to construct the entire roof.
JP3067003A 1991-03-29 1991-03-29 How to build an underground cryogenic tank roof Expired - Lifetime JP2876803B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3067003A JP2876803B2 (en) 1991-03-29 1991-03-29 How to build an underground cryogenic tank roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3067003A JP2876803B2 (en) 1991-03-29 1991-03-29 How to build an underground cryogenic tank roof

Publications (2)

Publication Number Publication Date
JPH04302799A true JPH04302799A (en) 1992-10-26
JP2876803B2 JP2876803B2 (en) 1999-03-31

Family

ID=13332323

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3067003A Expired - Lifetime JP2876803B2 (en) 1991-03-29 1991-03-29 How to build an underground cryogenic tank roof

Country Status (1)

Country Link
JP (1) JP2876803B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH084994A (en) * 1994-06-14 1996-01-12 Kawasaki Heavy Ind Ltd Method of building roof structure for underground storage tank
JP2015096668A (en) * 2013-11-15 2015-05-21 前田建設工業株式会社 Cover construction method for ground opening of large-cross-section shaft, and cover structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH084994A (en) * 1994-06-14 1996-01-12 Kawasaki Heavy Ind Ltd Method of building roof structure for underground storage tank
JP2015096668A (en) * 2013-11-15 2015-05-21 前田建設工業株式会社 Cover construction method for ground opening of large-cross-section shaft, and cover structure

Also Published As

Publication number Publication date
JP2876803B2 (en) 1999-03-31

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