JPH10148044A - Construction method of double shell tank and side plate mounting device used for the method - Google Patents

Construction method of double shell tank and side plate mounting device used for the method

Info

Publication number
JPH10148044A
JPH10148044A JP8324544A JP32454496A JPH10148044A JP H10148044 A JPH10148044 A JP H10148044A JP 8324544 A JP8324544 A JP 8324544A JP 32454496 A JP32454496 A JP 32454496A JP H10148044 A JPH10148044 A JP H10148044A
Authority
JP
Japan
Prior art keywords
wall
side plate
mounting device
constructing
plate mounting
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.)
Withdrawn
Application number
JP8324544A
Other languages
Japanese (ja)
Inventor
Hiroaki Kuwabara
弘明 桑原
Tatsuya Yamamoto
達也 山本
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP8324544A priority Critical patent/JPH10148044A/en
Publication of JPH10148044A publication Critical patent/JPH10148044A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily and quickly perform construction by attaching a side plate mounting device to the top part of the uppermost side plate of an already constructed inner wall, and stacking the side plate on the top part of an outer wall by means of the side plate mounting device in a matching state, and connecting them by welding. SOLUTION: A side plate mounting device A is mounted on the uppermost side plate 12 constituting an inner wall 11, one end of a connection wire 19 is engaged to the engaging part 18 of both the side plates 12, and the other end is engaged to the hook of a hanging hoist 16 to be light. Next, a traverse motor is driven to move the side plate toward a radius direction, both the side plates 12 are lowered, mounted to be abutted on the upper part end face of the uppermost side plate 12 constituting an already built outer wall 10, and connection is performed by welding. Next, the device A is removed by a crane or the like, and attached to the top part of the uppermost side plate 12 of the outer wall 10 to construct the inner wall 11. Thereby a double shell tank can be easily and quickly constructed by mounting the device A on the inner wall 11 or the outer wall 12 and moving it.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、外壁と内壁とを同
心円的に取付け、外壁と内壁とを、それぞれ、多数の矩
形状の側板を多数段にわたって垂直に積み重ねることに
よって構築する二重殻タンクの構築方法及び同方法に用
いられる側板搭載装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-shell tank constructed by concentrically attaching an outer wall and an inner wall, and forming the outer wall and the inner wall by vertically stacking a large number of rectangular side plates on a plurality of stages. And a side plate mounting device used in the method.

【0002】[0002]

【従来の技術】従来、上記した二重殻タンクを構築する
方法として、図7に示すようにクレーン50を用いた方
法が提示されている。図7を参照して従来方法を簡単に
説明すると、まず、二重殻タンクを構築しようとする地
面回りにクレーン50を配設する。その後、クレーン5
0の伸縮ブーム51の先部から吊支されている天秤52
によって、地面上に積載されている矩形状の側板53を
一枚ずつ吊り上げ、既に底板56上に構築されている内
壁54又は外壁55の一部を構成する最上段の側板53
の頂部に積み上げると共に、接合部を溶接する。このよ
うな作業を繰り返すことによって、内壁54と外壁55
とを構築することができる。なお、図7に示すように、
通常、内壁54は外壁55より一段先行させ、常に、内
壁54は外壁55より一段高くなるようにしている。
2. Description of the Related Art Conventionally, as a method of constructing the above-mentioned double shell tank, a method using a crane 50 as shown in FIG. 7 has been proposed. Briefly describing the conventional method with reference to FIG. 7, first, a crane 50 is provided around the ground on which a double-shell tank is to be constructed. Then crane 5
The balance 52 suspended from the tip of the telescopic boom 51
Thus, the rectangular side plates 53 stacked on the ground are lifted one by one, and the uppermost side plate 53 constituting a part of the inner wall 54 or the outer wall 55 already constructed on the bottom plate 56 is lifted.
And weld the joints. By repeating such operations, the inner wall 54 and the outer wall 55
And can be built. In addition, as shown in FIG.
Usually, the inner wall 54 precedes the outer wall 55 by one step, and the inner wall 54 is always higher than the outer wall 55 by one step.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記した従来
の二重殻タンクの構築方法は、未だ、以下の解決すべき
課題を有していた。即ち、二重殻タンクが大型のタンク
の場合、例えば、直径が60m、高さが30mと巨大な
ものとなるため、このような二重殻タンクを構築するた
めに用いる矩形状の側板53も、厚みが10〜38m
m、高さが4200mm、長さが15000mmの大型
鋼板となり、重量も約5〜19tonの大重量となる。
However, the above-described conventional method of constructing a double-shell tank still has the following problems to be solved. That is, when the double shell tank is a large tank, for example, the diameter is 60 m and the height is 30 m, which is huge. Therefore, the rectangular side plate 53 used for constructing such a double shell tank is also required. , The thickness is 10-38m
m, 4200 mm in height, 15000 mm in length, and a large weight of about 5 to 19 tons.

【0004】このような大型鋼板からなる側板53をク
レーン50を用いて30m以上の高さまで持ち上げて既
設の側板53上に積み上げていく作業はきわめて困難で
あり、手間のかかる作業となる。風が強い場合には、吊
支した側板53が風で揺れるので、既設の側板53に積
み上げる作業は不可能となる。クレーン50を二重殻タ
ンクの周りに移動しながら側板53の積み上げ作業を行
う必要があるが、クレーン50は走行速度が遅いため、
この面から積み上げ作業の効率を低下させている。さら
に、クレーン50は整地されていない凸凹の地面上を走
行することができないため、安定した走行を確保するた
めには地面の凹凸をなくす整地などの準備作業が別途必
要となる。
[0004] It is extremely difficult and cumbersome to lift the side plate 53 made of such a large steel plate to a height of 30 m or more using the crane 50 and to stack it on the existing side plate 53. When the wind is strong, the suspended side plate 53 swings due to the wind, so that the work of stacking on the existing side plate 53 becomes impossible. It is necessary to perform the work of stacking the side plates 53 while moving the crane 50 around the double shell tank, but since the traveling speed of the crane 50 is slow,
From this aspect, the efficiency of the stacking operation is reduced. Furthermore, since the crane 50 cannot travel on uneven ground that is not leveled, preparation work such as leveling to eliminate unevenness on the ground is separately required to ensure stable travel.

【0005】なお、特開昭58−181966号公報
に、建設するタンクの周囲にレールを敷設し、そのレー
ルの上に、順次ブロックを積み重ねる架台を走行できる
ように載置し、建設するタンクの中心に、ブロックを積
み重ねる支柱を設け、その支柱に横桁を回転自在に設
け、横桁の中間を架台で支承させ、横桁に材料の運搬装
置を設けている貯槽の建築装置が記載されている。しか
し、このような貯槽の建築装置を用いて、例えば、直径
が60m、高さが30mと巨大な二重殻タンクを構築す
るに際しては、大規模な架台や横桁を必要とすることに
なり、これらの設備費が多大なものとなり、現実的でな
い。
Japanese Patent Application Laid-Open No. 58-181966 discloses a method in which a rail is laid around a tank to be constructed, and a stand on which blocks are sequentially stacked is placed on the rail so as to be able to run. At the center, there is provided a column for stacking blocks, a horizontal beam is rotatably provided on the column, a middle of the horizontal beam is supported by a gantry, and a storage tank construction device is provided with a material conveying device on the horizontal beam. I have. However, when a huge double-shell tank with a diameter of 60 m and a height of 30 m is constructed using such a storage tank construction device, for example, a large-scale stand and cross beams are required. However, these equipment costs become large and are not realistic.

【0006】本発明は、このような事情に鑑みてなされ
たもので、二重殻タンクをクレーンを用いることなく、
容易、迅速、安全かつ安価に構築することができる二重
殻タンクの構築方法及び同方法に用いる側板搭載装置を
提供することを目的とする。
[0006] The present invention has been made in view of such circumstances, and a double shell tank can be provided without using a crane.
An object of the present invention is to provide a method for constructing a double shell tank that can be constructed easily, quickly, safely and inexpensively, and a side plate mounting device used in the method.

【0007】[0007]

【課題を解決するための手段】前記目的に沿う請求項1
記載の二重殻タンクの構築方法は、外壁と内壁とを同心
円的に取付け、前記外壁と内壁とを、それぞれ、多数の
矩形状の側板を多数段にわたって垂直に積み重ねること
によって構築する二重殻タンクの構築方法において、既
に構築されている前記内壁の最上段の側板の頂部に側板
搭載装置を取付け、該側板搭載装置を用いて地面から前
記外壁を構築するための前記側板を吊り上げると共に、
前記内壁の最上段の側板より一段又は2段下方に位置す
る既に構築されている前記外壁の頂部に該外壁を構築す
るための前記側板を整合状態に積み重ね、溶接によって
連結し、次に、前記内壁の最上段の側板の頂部から前記
側板搭載装置を取り外すと共に、前記外壁の頂部に連結
した前記側板上に前記側板搭載装置を取付け、該側板搭
載装置を用いて地面から前記内壁を構築するための前記
側板を吊り上げると共に、前記内壁の最上段の側板の頂
部に該内壁を構築するための前記側板を整合状態に積み
重ね、溶接によって連結し、以上の作業を繰り返すこと
により所定高さの前記二重殻タンクを構築する。
According to the present invention, there is provided a semiconductor device comprising:
The method for constructing a double-shell tank described above is a double-shell construction in which an outer wall and an inner wall are concentrically attached to each other, and the outer wall and the inner wall are each formed by vertically stacking a large number of rectangular side plates over a number of stages. In the method of building a tank, a side plate mounting device is attached to the top of the uppermost side plate of the inner wall that has already been built, and the side plate for building the outer wall from the ground using the side plate mounting device is lifted,
The side plates for building the outer wall are stacked in alignment on the top of the already built outer wall located one or two steps below the uppermost side plate of the inner wall, connected by welding, and then the To remove the side plate mounting device from the top of the uppermost side plate of the inner wall, attach the side plate mounting device on the side plate connected to the top of the outer wall, and construct the inner wall from the ground using the side plate mounting device. And the side plates for constructing the inner wall are stacked in alignment on the top of the uppermost side plate of the inner wall, connected by welding, and the above operation is repeated to repeat the above operation. Build a heavy shell tank.

【0008】請求項2記載の二重殻タンクの構築方法に
用いる側板搭載装置は、外壁と内壁とを同心円的に取付
け、前記外壁と内壁とを、それぞれ、多数の矩形状の側
板を多数段にわたって垂直に積み重ねることによって構
築する二重殻タンクの構築方法に用いられる側板搭載装
置であって、既に構築されている前記外壁又は内壁の最
上段の側板の頂部に跨がる状態でかつタンク周方向に間
隔をあけて取付けられる複数のコ字状断面のサドルと、
該サドル上にそれぞれ立設される複数の支柱と、該支柱
の頂部同士を連結する縦長連結ビームと、前記支柱の頂
部に、前記外壁及び内壁と直交するタンク半径方向に伸
延する状態でそれぞれ取付けられる複数のホイストレー
ルと、該ホイストレールに前記タンク半径方向に移動自
在にそれぞれ取付けられる複数の吊支ホイストと、該吊
支ホイストの吊支ワイヤの先部にそれぞれ取付けられ、
地面上に載置されている側板の一側側縁に突設されてい
る係合部に係合可能な複数の係合部材とを具備する。
According to a second aspect of the present invention, there is provided a side plate mounting apparatus used in the method for constructing a double shell tank, wherein an outer wall and an inner wall are concentrically mounted, and the outer wall and the inner wall are each formed by connecting a large number of rectangular side plates to a large number of steps. A side plate mounting device used in a method of constructing a double-shell tank constructed by vertically stacking over the outer wall or the inner wall in a state of straddling the top of the uppermost side plate of the outer wall or the inner wall and surrounding the tank. A plurality of U-shaped saddles that can be mounted at intervals in the direction,
A plurality of pillars respectively erected on the saddle, a vertically long connecting beam connecting the tops of the pillars, and attached to the tops of the pillars in a state of extending in a tank radial direction orthogonal to the outer wall and the inner wall. A plurality of hoist rails, a plurality of suspension hoists respectively attached to the hoist rail so as to be movable in the tank radial direction, and a plurality of suspension hoists attached to tips of the suspension wires of the suspension hoists, respectively.
A plurality of engaging members capable of engaging with engaging portions protruding from one side edge of the side plate placed on the ground.

【0009】[0009]

【発明の実施の形態】続いて、添付した図面を参照しつ
つ、本発明を具体化した実施の形態につき説明し、本発
明の理解に供する。図1〜図5を参照して、本発明の一
実施の形態に係る二重殻タンクの構築方法に用いる側板
搭載装置の構成について説明する。図1及び図2に、本
実施の形態に係る側板搭載装置Aによって構築中の二重
殻タンクBの一部を示す。図示するように、外槽底板9
と内槽底板9aの周縁には、本実施の形態に係る側板搭
載装置Aを用いて、既に、環状の外壁10と内壁11の
一部が同心円的に構築されており、内壁11に構築され
ている矩形状の側板12は、外壁10に形成されている
側板12より二段先行して構築されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described with reference to the accompanying drawings to provide an understanding of the present invention. The configuration of the side plate mounting device used in the method for constructing a double shell tank according to one embodiment of the present invention will be described with reference to FIGS. 1 and 2 show a part of a double shell tank B being constructed by the side plate mounting device A according to the present embodiment. As shown, the outer tank bottom plate 9
On the peripheral edge of the inner tank bottom plate 9a, a part of the annular outer wall 10 and a part of the inner wall 11 are already constructed concentrically using the side plate mounting device A according to the present embodiment, and are constructed on the inner wall 11. The rectangular side plate 12 is constructed two steps ahead of the side plate 12 formed on the outer wall 10.

【0010】図1及び図2に示すように、側板搭載装置
Aは、実質的に、内壁11の最上段の側板12の頂部に
跨がる状態でかつ内壁11の周方向に間隔をあけて取付
けられるコ字状断面の複数のサドル13と、サドル13
上にそれぞれ立設される複数の支柱14と、支柱14の
頂部に、外壁10及び内壁11と直交するタンク半径方
向に伸延する状態でそれぞれ取付けられる複数のホイス
トレール15と、ホイストレール15同士を連結する縦
長連結ビーム14a〜14cと、ホイストレール15に
タンク半径方向にそれぞれ移動自在に取付けられる複数
の吊支ホイスト16と、吊支ホイスト16の吊支ワイヤ
17の先部にそれぞれ取付けられ、地面上に載置されて
いる側板12の一側側縁に突設されている係合部18に
係合可能な係合部材の一例である連結ワイヤ19とを具
備する。
As shown in FIGS. 1 and 2, the side plate mounting device A substantially extends over the top of the uppermost side plate 12 of the inner wall 11 and is spaced from the inner wall 11 in the circumferential direction. A plurality of saddles 13 having a U-shaped cross section to be attached;
A plurality of pillars 14 erected above each other, a plurality of hoist rails 15 respectively attached to the top of the pillar 14 in a state of extending in a tank radial direction orthogonal to the outer wall 10 and the inner wall 11, and Vertical connecting beams 14a to 14c to be connected, a plurality of suspension hoists 16 movably attached to the hoist rail 15 in the radial direction of the tank, and a front end of a suspension wire 17 of the suspension hoist 16, respectively, And a connecting wire 19 which is an example of an engaging member that can be engaged with an engaging portion 18 protruding from one side edge of the side plate 12 placed thereon.

【0011】次に、上記構成を有する側板搭載装置Aの
各部の構成について説明する。図1〜図3に示すよう
に、内壁11の最上段の側板12の頂部に跨がる状態で
取付けられるコ字状断面の各サドル13は、本実施の形
態では、側板12の頂部に沿って自動的に走行自在な走
行台車として構成されている。即ち、各サドル13は、
内壁11の周方向に伸延する細長の水平の天板20と、
天板20の両側縁から下方に平行に垂設された対をなす
左、右垂直側板21、22からなる断面コ字状のフレー
ムを具備しており、左、右垂直側板21、22は、内壁
11の最上段の側板12の左、右側面に対峙されてい
る。
Next, the configuration of each part of the side plate mounting apparatus A having the above configuration will be described. As shown in FIGS. 1 to 3, each saddle 13 having a U-shaped cross section attached so as to straddle the top of the uppermost side plate 12 of the inner wall 11 extends along the top of the side plate 12 in the present embodiment. It is configured as a traveling vehicle that can automatically travel. That is, each saddle 13
An elongated horizontal top plate 20 extending in the circumferential direction of the inner wall 11,
It comprises a pair of left and right vertical side plates 21 and 22 having a U-shaped cross-section frame, which is vertically downwardly provided from both side edges of the top plate 20 in parallel, and the left and right vertical side plates 21 and 22 are The uppermost side plate 12 of the inner wall 11 is opposed to the left and right side surfaces.

【0012】左、右垂直側板21、22の上部に形成さ
れた軸受23、24には、走行車輪25を中央部に取付
けた車軸26の両端が回転自在に支持されており、走行
車輪25は、内壁11の最上段の側板12の頂面27
に、周方向に転動自在に載置されている。右垂直側板2
2の上部外面には縦行モータ28が取付けられており、
その出力軸は車軸26に連結されている。一方、左、右
垂直側板21、22の下部内面には、それぞれ、案内車
輪29、30が回転自在に取付けられており、これらの
案内車輪29、30は内壁11の最上段の側板12の頂
部の両側面に当接されている。上記した構成により、縦
行モータ28の駆動によってサドル13は、内壁11の
最上段の側板12の頂部上を周方向に円滑にかつ安定し
た状態で移動することができることになる。
[0012] Both ends of an axle 26 having a traveling wheel 25 mounted at the center thereof are rotatably supported by bearings 23 and 24 formed on the upper portions of the left and right vertical side plates 21 and 22, respectively. The top surface 27 of the uppermost side plate 12 of the inner wall 11
And is mounted so as to freely roll in the circumferential direction. Right vertical side plate 2
A longitudinal motor 28 is attached to the upper outer surface of the second 2,
Its output shaft is connected to the axle 26. On the other hand, guide wheels 29 and 30 are rotatably mounted on the lower inner surfaces of the left and right vertical side plates 21 and 22, respectively, and these guide wheels 29 and 30 are located at the top of the uppermost side plate 12 of the inner wall 11. Are abutted on both sides. With the configuration described above, the saddle 13 can be moved smoothly and stably in the circumferential direction on the top of the uppermost side plate 12 of the inner wall 11 by driving the vertical motor 28.

【0013】次に、図1、図2、図4及び図5を参照し
て、各ホイストレール15及びこのホイストレール15
にタンク半径方向に移動自在に取付けられる吊支ホイス
ト16の構成について説明する。図5に示すようにホイ
ストレール15はI形鋼から形成されており、その中央
部の下面には、図1、図2及び図4に示すように、サド
ル13上に立設されている支柱14の上端が固着連結さ
れており、支柱14と共に側面視でT字形状を形成して
いる。図4に示すように、ホイストレール15の支柱1
4への連結強度を高めるため、ホイストレール15と支
柱14の連結部には対をなすブラケット31、32が設
けられている。
Next, referring to FIGS. 1, 2, 4 and 5, each hoist rail 15 and this hoist rail 15 will be described.
The structure of the suspension hoist 16 movably mounted in the radial direction of the tank will now be described. As shown in FIG. 5, the hoist rail 15 is formed from an I-shaped steel, and on the lower surface at the center thereof, as shown in FIGS. 1, 2, and 4, a column standing on a saddle 13 is provided. The upper end of 14 is fixedly connected and forms a T-shape in a side view together with the column 14. As shown in FIG. 4, the support 1 of the hoist rail 15
In order to increase the strength of connection to the hoist rail 4, a pair of brackets 31, 32 is provided at the connecting portion between the hoist rail 15 and the support 14.

【0014】図4及び図5に示すように、吊支ホイスト
16は、巻き上げ装置33と、巻き上げ装置33をホイ
ストレール15に横行自在に取付けるための走行車輪3
4を具備する横行機枠35と、横行機枠35に取付けら
れる横行モータ36とからなる。図2及び図5に示すよ
うに、巻き上げ装置33の吊支ワイヤ17の先部にはフ
ック37が取付けられており、フック37には、係合部
材の一例である連結ワイヤ19の上端が連結されてお
り、連結ワイヤ19の下端は地面上に載置されている側
板12の一側側縁に突設されている穴明ブロックからな
る係合部18に係合している。なお、図6に示すよう
に、吊支ホイスト16によって側板12を吊支した際に
サドル13や、支柱14や、ホイストレール15にかか
る曲げモーメントに対抗するために、ホイストレール1
5の吊支ホイスト16が取付けられていない側の端部と
内槽底板9aとを補強ワイヤ38によって連結すると共
に、内壁11の下部と内槽底板9aとの間に補強ブラケ
ット39を取付けることもできる。
As shown in FIGS. 4 and 5, the suspension hoist 16 comprises a hoisting device 33 and the traveling wheels 3 for attaching the hoisting device 33 to the hoist rail 15 so as to be able to traverse freely.
And a traversing motor 36 attached to the traversing machine frame 35. As shown in FIGS. 2 and 5, a hook 37 is attached to a tip of the suspension support wire 17 of the hoisting device 33, and the hook 37 is connected to an upper end of a connection wire 19, which is an example of an engagement member. The lower end of the connecting wire 19 is engaged with an engaging portion 18 formed of a perforated block protruding from one side edge of the side plate 12 placed on the ground. As shown in FIG. 6, when the side plate 12 is suspended by the suspension hoist 16, the hoist rail 1 is used to oppose the bending moment applied to the saddle 13, the column 14, and the hoist rail 15.
5 and the inner tank bottom plate 9a is connected to the end on the side where the suspension hoist 16 is not mounted by the reinforcing wire 38, and a reinforcing bracket 39 is mounted between the lower part of the inner wall 11 and the inner tank bottom plate 9a. it can.

【0015】次に、上記した構成を有する側板搭載装置
Aを用いて、二重殻タンクを構築する方法について、図
1〜図6を参照して具体的に説明する。図1に示すよう
に、内壁11を構成する最上段の側板12上に跨設され
ている側板搭載装置Aによるタンク構築効率を高めるた
め、地面上において、2枚の側板12の端縁同士を溶接
によって予め連結して2枚ブロックとする。2枚ブロッ
クを構成する両側板12の端縁に係合部18を溶接する
と共に、係合部18に連結ワイヤ19の一端を係合し、
他端を吊支ホイスト16のフック37に係合している。
巻き上げ装置33を駆動して、図2に示すように、2枚
ブロック構成の側板12を上昇する。
Next, a method of constructing a double shell tank using the side plate mounting apparatus A having the above-described configuration will be specifically described with reference to FIGS. As shown in FIG. 1, in order to increase the tank construction efficiency by the side plate mounting device A laid on the uppermost side plate 12 constituting the inner wall 11, the edges of the two side plates 12 are separated from each other on the ground. Two blocks are previously connected by welding. An engaging portion 18 is welded to the edge of both side plates 12 forming the two-piece block, and one end of a connecting wire 19 is engaged with the engaging portion 18,
The other end is engaged with the hook 37 of the suspension hoist 16.
The hoisting device 33 is driven to raise the side plate 12 having a two-block configuration as shown in FIG.

【0016】横行モータ36を駆動して、図2に示すよ
うに、2枚ブロック構成の側板12を半径方向内側に向
けて移動して既設の外壁10を構成する最上段の側板1
2と整合させる。巻き上げ装置33を再度駆動して、図
2に示すように、2枚ブロック構成の側板12を下降し
て、それらの下部端面を、既設の外壁10を構成する最
上段の側板12の上部端面に当接させて搭載する。その
後、シーム溶接を行い、これらの側板12同士を強固に
連結する。次に、縦行モータ28を駆動して側板搭載装
置Aを周方向に移動し、移動した位置で、上記したと同
様な動作を側板搭載装置Aに行わせる。この作業を繰り
返すことによって、その段における外壁10を構成する
全ての側板12を搭載・溶接する。
As shown in FIG. 2, the traverse motor 36 is driven to move the two-block side plate 12 radially inward to form the uppermost side plate 1 constituting the existing outer wall 10.
Match with 2. The hoisting device 33 is driven again to lower the two-block side plate 12 as shown in FIG. 2, and the lower end surfaces thereof are connected to the upper end surface of the uppermost side plate 12 constituting the existing outer wall 10. Abut and mount. Thereafter, seam welding is performed to firmly connect these side plates 12 to each other. Next, the vertical motor 28 is driven to move the side plate mounting device A in the circumferential direction, and at the moved position, the same operation as described above is performed by the side plate mounting device A. By repeating this operation, all the side plates 12 constituting the outer wall 10 at that stage are mounted and welded.

【0017】次に、クレーン等を用いて側板搭載装置A
を内壁11を構成する最上段の側板12から取り外すと
共に、反転して、前述したように構築された外壁10の
最上段の側板12の頂部に側板搭載装置Aを取付け、側
板搭載装置Aを用いて地面(内槽底板9aを含む)から
内壁11を構築するための側板12を吊り上げると共
に、外壁10の最上段の側板12と同一高さに既に構築
されている内壁11の頂部に、内壁11を構築するため
の側板12を整合状態に積み重ね、その後、シーム溶接
等によって両側板12同士を強固に連結することができ
る。
Next, using a crane or the like, the side plate mounting device A
Is detached from the uppermost side plate 12 constituting the inner wall 11 and turned over, and the side plate mounting device A is mounted on the top of the uppermost side plate 12 of the outer wall 10 constructed as described above, and the side plate mounting device A is used. A side plate 12 for constructing the inner wall 11 from the ground (including the inner tank bottom plate 9a) is lifted, and an inner wall 11 is formed on the top of the inner wall 11 already constructed at the same height as the uppermost side plate 12 of the outer wall 10. Can be stacked in an aligned state, and then the both side plates 12 can be firmly connected to each other by seam welding or the like.

【0018】このように、本実施の形態では、実質的
に、吊支ホイスト16を具備する側板搭載装置Aを内壁
11又は外壁10に搭載して移動するだけで二重殻タン
クを構築することができ、二重殻タンクを容易かつ効率
的に構築することができる。また、二重殻タンクの構築
に際して、側板搭載装置Aを内壁11又は外壁10に取
付けたり、取り外したりする場合を除いて、クレーンを
使用しなくてよいので、構築作業の安全性を高めること
ができ、さらに、安価に構築できる。
As described above, in the present embodiment, the double shell tank is constructed by simply mounting the side plate mounting device A having the suspension hoist 16 on the inner wall 11 or the outer wall 10 and moving it. And a double shell tank can be easily and efficiently constructed. Further, in constructing the double shell tank, a crane is not required except when the side plate mounting device A is attached to or detached from the inner wall 11 or the outer wall 10, so that the safety of the construction work can be improved. Yes, and can be built at low cost.

【0019】以上、本発明を、一実施の形態を参照して
説明してきたが、本発明は何ら上記した実施の形態に記
載の構成に限定されるものではなく、特許請求の範囲に
記載されている事項の範囲内で考えられるその他の実施
の形態や変容例も含むものである。例えば、前記した実
施の形態では、外壁と内壁の構築に際して同一の側板搭
載装置を用いたが、それぞれ、外壁と内壁とに別個の側
板搭載装置を搭載しながら二重殻タンクを構築するよう
にすることもできる。
As described above, the present invention has been described with reference to one embodiment. However, the present invention is not limited to the configuration described in the above embodiment, and is described in the claims. It also includes other embodiments and modifications that can be considered within the scope of the matters described. For example, in the above-described embodiment, the same side plate mounting device was used when constructing the outer wall and the inner wall, but a double shell tank was constructed while mounting separate side plate mounting devices on the outer wall and the inner wall, respectively. You can also.

【0020】[0020]

【発明の効果】請求項1記載の二重殻タンクの構築方法
においては、既に構築されている内壁又は外壁の最上段
の側板の頂部に側板搭載装置を取付け、側板搭載装置を
用いて地面から外壁又は内壁を構築するための側板を吊
り上げると共に、内壁又は外壁の最上段の側板より既に
構築されている外壁又は内壁の頂部に外壁又は内壁を構
築するための側板を整合状態に積み重ね、溶接によって
連結するようにしている。従って、実質的に、側板搭載
装置を内壁又は外壁に搭載して移動するだけで二重殻タ
ンクを構築することができ、二重殻タンクを容易に効率
よくさらに安価に構築することができる。
In the method for constructing a double shell tank according to the first aspect of the present invention, the side plate mounting device is attached to the top of the uppermost side plate of the inner wall or the outer wall which has already been constructed, and the side plate mounting device is used to cut off the ground from the ground. A side plate for constructing the outer wall or the inner wall is lifted, and a side plate for constructing the outer wall or the inner wall is aligned with a top plate of the outer wall or the inner wall which is already constructed from the uppermost side plate of the inner wall or the outer wall. They are connected. Therefore, the double shell tank can be constructed simply by mounting and moving the side plate mounting device on the inner wall or the outer wall, and the double shell tank can be easily, efficiently, and inexpensively constructed.

【0021】また、二重殻タンクの構築に際して、側板
搭載装置を内壁又は外壁に取付けたり、取り外したりす
る場合を除いて、クレーンを使用しなくてよいので、構
築作業の安全性を高めることができる。さらに、クレー
ンを使用しなくてよいので、クレーンの作業通路や整地
作業が不要となるので、二重殻タンクの建設費の低減を
図ることができ、また、配管工事をタンク工事と平行し
て行うことができるので、この面からも、二重殻タンク
の構築を容易かつ効率よく行うことができる。
Further, in constructing the double shell tank, a crane is not required except when the side plate mounting device is attached to or detached from the inner wall or the outer wall, so that the safety of the construction work can be improved. it can. Furthermore, since there is no need to use a crane, there is no need for crane work passages and leveling work, so the construction cost of the double shell tank can be reduced, and piping work can be performed in parallel with tank work. Therefore, the construction of the double shell tank can be performed easily and efficiently from this aspect.

【0022】請求項2記載の側板搭載装置においては、
既に構築されている外壁又は内壁の最上段の側板の頂部
に跨がる状態でかつタンク周方向に間隔をあけて取付け
られる複数のコ字状断面のサドルと、サドル上にそれぞ
れ立設される複数の支柱と、支柱の頂部同士を連結する
縦長連結ビームと、支柱の頂部に、外壁及び内壁と直交
するタンク半径方向に伸延する状態でそれぞれ取付けら
れる複数のホイストレールと、ホイストレールにタンク
半径方向に移動自在にそれぞれ取付けられる複数の吊支
ホイストと、吊支ホイストの吊支ワイヤの先部にそれぞ
れ取付けられ、地面上に載置されている側板の一側側縁
に突設されている係合部に係合可能な複数の係合部材と
を具備する。
In the side plate mounting device according to the second aspect,
A plurality of saddles having a U-shaped cross section that are attached to the top of the uppermost side plate of the outer wall or the inner wall that has already been constructed and that are attached at intervals in the tank circumferential direction, and are respectively erected on the saddles. A plurality of struts, a vertically long connecting beam connecting the tops of the struts, a plurality of hoist rails respectively attached to the tops of the struts so as to extend in a tank radial direction orthogonal to the outer wall and the inner wall, and a tank radius on the hoist rail. A plurality of suspension hoists each movably mounted in the direction, and each of the suspension hoists is attached to a tip of a suspension wire of the suspension hoist, and protrudes from one side edge of a side plate placed on the ground. A plurality of engaging members that can engage with the engaging portion.

【0023】従って、側板搭載装置は、二重殻タンクを
容易かつ効率的にしかも安全に構築できると共に、実質
的に、サドルと、支柱と、ホイストレールと、吊支ホイ
ストからなる簡単な構造なので、安価に製作することが
できる。また、側板搭載装置は比較的軽量構造なので、
二重殻タンクの外壁や内壁へクレーン等を用いて容易に
取付け、取り外すことができ、その面からも二重殻タン
クの構築を容易かつ効率的に行うことができる。
Therefore, the side plate mounting device can easily and efficiently construct the double-shell tank, and has a simple structure consisting of a saddle, a column, a hoist rail, and a suspension hoist. , And can be manufactured at low cost. Also, since the side plate mounting device is relatively lightweight,
The double shell tank can be easily attached to and detached from the outer wall or the inner wall of the double shell tank using a crane or the like, and the double shell tank can be easily and efficiently constructed from that aspect.

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

【図1】本発明の実施の形態に係る二重殻タンクの構築
方法に用いる側板搭載装置の構築作業中における斜視図
である。
FIG. 1 is a perspective view during a construction operation of a side plate mounting device used in a method of constructing a double shell tank according to an embodiment of the present invention.

【図2】同側面図である。FIG. 2 is a side view of the same.

【図3】同要部側面図である。FIG. 3 is a side view of the main part.

【図4】同要部側面図である。FIG. 4 is a side view of the main part.

【図5】図4の矢視I−I図である。FIG. 5 is a view taken along the line II of FIG. 4;

【図6】サドル等にかかる曲げモーメントに対抗するた
め補強ワイヤと補強ブラケットを具備する同側面図であ
る。
FIG. 6 is a side view of the same side including a reinforcing wire and a reinforcing bracket to counter bending moments applied to the saddle and the like.

【図7】従来の二重殻タンクの構築方法の説明図であ
る。
FIG. 7 is an explanatory view of a conventional method for constructing a double shell tank.

【符号の説明】[Explanation of symbols]

A 側板搭載装置 B 二重殻タン
ク 9 外槽底板 9a 内槽底板 10 外壁 11 内壁 12 側板 13 サドル 14 支柱 14a 縦長連
結ビーム 14b 縦長連結ビーム 14c 縦長連
結ビーム 15 ホイストレール 16 吊支ホイ
スト 17 吊支ワイヤ 18 係合部 19 連結ワイヤ(係合部材) 20 天板 21 左垂直側板 22 右垂直側
板 23 軸受 24 軸受 25 走行車輪 26 車軸 27 頂面 28 縦行モー
タ 29 案内車輪 30 案内車輪 31 ブラケット 32 ブラケッ
ト 33 巻き上げ装置 34 走行車輪 35 横行機枠 36 横行モー
タ 37 フック 38 補強ワイ
ヤ 39 補強ブラケット
A Side plate mounting device B Double shell tank 9 Outer tank bottom plate 9a Inner tank bottom plate 10 Outer wall 11 Inner wall 12 Side plate 13 Saddle 14 Support 14a Vertical connection beam 14b Vertical connection beam 14c Vertical connection beam 15 Hoist rail 16 Suspension hoist 17 Suspension wire Reference Signs List 18 engaging portion 19 connecting wire (engaging member) 20 top plate 21 left vertical side plate 22 right vertical side plate 23 bearing 24 bearing 25 running wheel 26 axle 27 top surface 28 longitudinal motor 29 guide wheel 30 guide wheel 31 bracket 32 bracket 33 Hoisting device 34 running wheel 35 traversing machine frame 36 traversing motor 37 hook 38 reinforcing wire 39 reinforcing bracket

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 外壁と内壁とを同心円的に取付け、前記
外壁と内壁とを、それぞれ、多数の矩形状の側板を多数
段にわたって垂直に積み重ねることによって構築する二
重殻タンクの構築方法において、 既に構築されている前記内壁の最上段の側板の頂部に側
板搭載装置を取付け、該側板搭載装置を用いて地面から
前記外壁を構築するための前記側板を吊り上げると共
に、前記内壁の最上段の側板より一段又は2段下方に位
置する既に構築されている前記外壁の頂部に該外壁を構
築するための前記側板を整合状態に積み重ね、溶接によ
って連結し、 次に、前記内壁の最上段の側板の頂部から前記側板搭載
装置を取り外すと共に、前記外壁の頂部に連結した前記
側板上に前記側板搭載装置を取付け、該側板搭載装置を
用いて地面から前記内壁を構築するための前記側板を吊
り上げると共に、前記内壁の最上段の側板の頂部に該内
壁を構築するための前記側板を整合状態に積み重ね、溶
接によって連結し、 以上の作業を繰り返すことにより所定高さの前記二重殻
タンクを構築することを特徴とする二重殻タンクの構築
方法。
1. A method for constructing a double shell tank, wherein an outer wall and an inner wall are concentrically attached, and the outer wall and the inner wall are each constructed by vertically stacking a large number of rectangular side plates over a large number of stages. A side plate mounting device is mounted on the top of the uppermost side plate of the inner wall that has already been constructed, and the side plate for constructing the outer wall from the ground is lifted using the side plate mounting device, and the uppermost side plate of the inner wall is mounted. The side plates for constructing the outer wall are stacked in alignment on the top of the already constructed outer wall located one or two steps below and connected by welding, and then the uppermost side plate of the inner wall is The side plate mounting device is removed from the top, and the side plate mounting device is mounted on the side plate connected to the top of the outer wall, and the inner wall is constructed from the ground using the side plate mounting device. The side plates for constructing the inner wall are stacked in an aligned state on the top of the uppermost side plate of the inner wall, connected by welding, and the above operation is repeated to repeat the above operation. A method for constructing a double shell tank, comprising constructing the double shell tank.
【請求項2】 外壁と内壁とを同心円的に取付け、前記
外壁と内壁とを、それぞれ、多数の矩形状の側板を多数
段にわたって垂直に積み重ねることによって構築する二
重殻タンクの構築方法に用いられる側板搭載装置であっ
て、 既に構築されている前記外壁又は内壁の最上段の側板の
頂部に跨がる状態でかつタンク周方向に間隔をあけて取
付けられる複数のコ字状断面のサドルと、該サドル上に
それぞれ立設される複数の支柱と、該支柱の頂部同士を
連結する縦長連結ビームと、前記支柱の頂部に、前記外
壁及び内壁と直交するタンク半径方向に伸延する状態で
それぞれ取付けられる複数のホイストレールと、該ホイ
ストレールに前記タンク半径方向に移動自在にそれぞれ
取付けられる複数の吊支ホイストと、該吊支ホイストの
吊支ワイヤの先部にそれぞれ取付けられ、地面上に載置
されている側板の一側側縁に突設されている係合部に係
合可能な複数の係合部材とを具備する二重殻タンクの構
築方法に用いられる側板搭載装置。
2. A method for constructing a double shell tank in which an outer wall and an inner wall are mounted concentrically and the outer wall and the inner wall are each constructed by vertically stacking a large number of rectangular side plates over a large number of stages. A plurality of saddles having a U-shaped cross section that are attached to the top of the uppermost side plate of the outer wall or the inner wall and that are attached at intervals in the tank circumferential direction. A plurality of pillars respectively erected on the saddle, a vertically long connecting beam connecting the tops of the pillars, and a top of the pillar, in a state of extending in a tank radial direction orthogonal to the outer wall and the inner wall, respectively. A plurality of hoist rails to be mounted, a plurality of suspension hoists respectively movably attached to the hoist rail in the tank radial direction, and a suspension wire of the suspension hoist. And a plurality of engaging members which are respectively attached to the engaging portions and are engageable with engaging portions protruding from one side edge of the side plate placed on the ground. Side plate mounting device used for
JP8324544A 1996-11-19 1996-11-19 Construction method of double shell tank and side plate mounting device used for the method Withdrawn JPH10148044A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8324544A JPH10148044A (en) 1996-11-19 1996-11-19 Construction method of double shell tank and side plate mounting device used for the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8324544A JPH10148044A (en) 1996-11-19 1996-11-19 Construction method of double shell tank and side plate mounting device used for the method

Publications (1)

Publication Number Publication Date
JPH10148044A true JPH10148044A (en) 1998-06-02

Family

ID=18166999

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8324544A Withdrawn JPH10148044A (en) 1996-11-19 1996-11-19 Construction method of double shell tank and side plate mounting device used for the method

Country Status (1)

Country Link
JP (1) JPH10148044A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007321357A (en) * 2006-05-30 2007-12-13 Ishii Iron Works Co Ltd Method of replacing reservoir side plate
CN102633198A (en) * 2012-04-21 2012-08-15 陕西建工集团设备安装工程有限公司 Storage tank lifting construction method applicable to heavy wind areas

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007321357A (en) * 2006-05-30 2007-12-13 Ishii Iron Works Co Ltd Method of replacing reservoir side plate
CN102633198A (en) * 2012-04-21 2012-08-15 陕西建工集团设备安装工程有限公司 Storage tank lifting construction method applicable to heavy wind areas

Similar Documents

Publication Publication Date Title
JPH0814092B2 (en) Bridge girder erection device
JP2894226B2 (en) Bridge construction method
JP2859163B2 (en) Rotary erection method for bridges with high piers
JP2012136339A (en) Erection method and removal method of structure
JP2009091816A (en) Method and device for constructing bridge
JP2971042B2 (en) Girder transporter and girder transport method
JPH07242390A (en) Assembly method for indoor portal crane and device thereof
JPH10148044A (en) Construction method of double shell tank and side plate mounting device used for the method
JP4489872B2 (en) Bridge erection method and apparatus
CN213538692U (en) Trolley for guardrail construction
JP2659170B2 (en) Pole column ground assembly equipment
CN212247887U (en) Portable single-rail bridge girder erection machine
JP3254186B2 (en) Self-propelled erection machine for erection of steel columns in the deep foundation
CN218434625U (en) Rotary telescopic type hoisting device for low-altitude assembling and segmented lifting assembly of large tank body
CN212609130U (en) Bridge construction crane
CN218320185U (en) T-shaped beam reinforcement cage transfer device
CN220598010U (en) Intelligent double-beam type track laying machine
CN217377146U (en) Gantry support spanned in middle of cable and cable system
CN115285854B (en) Low-altitude assembling and sectional lifting assembling method for large cylindrical tank body
JPH0835358A (en) Construction method for tower shaped structure and support structure used for the method
CN217104777U (en) Interim landing stage demolishs device
KR20020009830A (en) A self propelled working platform for construction and maintenance of bridge
JP2018084101A (en) Stacking device and stacking method
CN215669046U (en) T-beam transverse tensioning operation platform device
JPH0842153A (en) Erecting method of long size steel frame member and joining connection structure of steel frame beam

Legal Events

Date Code Title Description
A300 Application deemed to be withdrawn because no request for examination was validly filed

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20040203