JPH0894785A - Assembling method of huge tubular structure and roof with suspension balance mechanism - Google Patents
Assembling method of huge tubular structure and roof with suspension balance mechanismInfo
- Publication number
- JPH0894785A JPH0894785A JP6229497A JP22949794A JPH0894785A JP H0894785 A JPH0894785 A JP H0894785A JP 6229497 A JP6229497 A JP 6229497A JP 22949794 A JP22949794 A JP 22949794A JP H0894785 A JPH0894785 A JP H0894785A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- balance mechanism
- block
- suspension
- suspension balance
- 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
- 239000000725 suspension Substances 0.000 title claims abstract description 42
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 23
- 238000004519 manufacturing process Methods 0.000 claims abstract description 4
- 238000002844 melting Methods 0.000 description 5
- 230000008018 melting Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004992 fission Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000003496 welding fume Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
(57)【要約】
【目的】タンクや原子炉格納容器等の筒状巨大構造物の
組み立てに於いて、天候条件に影響されずに組立工事を
行うことができ工期を大幅に短縮のできる筒状巨大構造
物の組立方法及び吊り天秤機構付き屋根体を目的とす
る。
【構成】吊り天秤機能と屋根機能とを備えた本発明の吊
り天秤機構付き屋根体10を、胴ブロック40、42、
44とトップヘッドブロック46を製作する組立場48
の屋根として使用し、組立場48で胴ブロック40、4
2、44とトップヘッドブロック46を順次製作した
ら、吊り天秤機構付き屋根体10を、そのまま吊り天秤
として用いて、各胴ブロック40、42、44とトップ
ヘッドブロック46を原子炉格納容器38の構築現場に
吊り込んで据え付けるようにした。
(57) [Summary] [Purpose] When assembling large tubular structures such as tanks and containment vessels, it is possible to perform assembly work without being affected by weather conditions and to significantly shorten the construction period. A method for assembling a huge structure and a roof with a suspension balance mechanism. [Structure] A roof body 10 with a suspension balance mechanism of the present invention, which has a suspension balance function and a roof function, is provided with body blocks 40, 42,
Assembly site 48 for manufacturing 44 and top head block 46
Used as the roof of the torso block 40, 4 at the assembly site 48
After sequentially manufacturing 2, 44 and the top head block 46, the roof body 10 with the suspension balance mechanism is used as it is as a suspension balance, and the respective trunk blocks 40, 42, 44 and the top head block 46 are constructed into the reactor containment vessel 38. I decided to hang it on site and install it.
Description
【0001】[0001]
【産業上の利用分野】本発明は筒状巨大構造物の組立方
法及び吊り天秤機構付き屋根体に係り、特に、タンクや
原子炉格納容器等の筒状巨大構造物を組み立てる方法及
びそれに使用する吊り天秤機構付き屋根体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for assembling a tubular huge structure and a roof with a suspension balance mechanism, and more particularly to a method for assembling a tubular huge structure such as a tank or a reactor containment vessel and its use. The present invention relates to a roof body with a hanging balance mechanism.
【0002】[0002]
【従来の技術】例えば、原子炉格納容器は、核分裂物質
が外部に漏れることを防止するためのもので、通常、高
さが50m、径が30m程度の巨大な鋼製の筒状巨大構
造物である。従来、このような筒状巨大構造物の組立作
業は、工場において、ある程度の大きさまで製造した側
壁板や屋根板を建設現場に搬送する。そして、建設現場
においてタワークレーンを用いて側壁板を吊り上げなが
ら組立て溶接して所定高さの筒状構造物を構築し、同様
にして筒状構造物の上に屋根板を組立てる。2. Description of the Related Art For example, a reactor containment vessel is used to prevent nuclear fission material from leaking to the outside, and is usually a huge steel tubular structure having a height of about 50 m and a diameter of about 30 m. Is. Conventionally, in the assembly work of such a tubular huge structure, a side wall plate and a roof plate manufactured to a certain size are transported to a construction site in a factory. Then, at a construction site, a tower crane is used to assemble and weld the side wall plates while hoisting them to construct a tubular structure having a predetermined height, and similarly a roof plate is assembled on the tubular structure.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、従来の
筒状巨大構造物の組立方法は、全て屋外の作業であった
為、降雨、降雪等の天候条件により作業を中断せざるを
えないことが多く、工期が著しく遅れるという欠点があ
った。このことから、筒状巨大構造物の全体を覆うこと
のできるような巨大テントを予め構築し、その中で組み
立て工事を行うことも提案されている。しかし、この方
法は、高さが50m、径が30m程度の筒状巨大構造物
を覆うテントを構築する為の工期がかかり、却って全体
の工期が長くなる欠点があると共に、巨大テント自体の
費用がかかり設備コストのアップになるという欠点があ
り、結局、根本的な解決にはならない。However, in the conventional method of assembling the tubular huge structure, all the work is performed outdoors, so that the work must be interrupted due to weather conditions such as rainfall and snowfall. In many cases, there was a drawback that the construction period was significantly delayed. For this reason, it has been proposed that a huge tent that can cover the entire tubular huge structure be built in advance and that the assembly work be performed therein. However, this method has a drawback that the construction period for constructing a tent covering a cylindrical huge structure with a height of 50 m and a diameter of about 30 m is long, and on the contrary the whole construction period is long, and the cost of the huge tent itself is high. However, there is a drawback that the equipment cost is increased and the equipment cost is increased, and it is not a fundamental solution after all.
【0004】本発明はこのような事情に鑑みてなされた
もので、タンクや原子炉格納容器等の筒状巨大構造物の
組み立てに於いて、天候条件に影響されずに組立工事を
行うことができ工期を大幅に短縮のできる筒状巨大構造
物の組立方法及び吊り天秤機構付き屋根体を目的とす
る。The present invention has been made in view of the above circumstances, and in assembling a large tubular structure such as a tank or a reactor containment vessel, the assembling work can be performed without being affected by weather conditions. The purpose is to provide a method for assembling a tubular huge structure and a roof with a suspension balance mechanism that can significantly shorten the construction period.
【0005】[0005]
【課題を解決する為の手段】本発明は前記目的を達成す
る為に、筒状巨大構造物を複数段のブロックに予め区分
設計すると共に、前記筒状巨大構造物を構築する構築現
場近傍に、吊り天秤機構が組み込まれた着脱自在の屋根
を有する組立場を仮設し、次に、前記組立場において前
記各ブロックの1段目ブロックを作製し、次に、前記組
立場の屋根をそのまま吊り天秤として用いて、前記作製
された1段目ブロックを、前記屋根の吊り天秤機構を介
して別設のクレーンで前記構築現場に吊り込んで据え付
け、次に、前記屋根を前記組立場の屋根として再び復帰
させ、前記ブロックの作製から前記屋根の復帰までの作
業を繰り返すことにより、前記区分設計された各ブロッ
クを順次積み上げていくことを特徴とする。In order to achieve the above-mentioned object, the present invention pre-designs a cylindrical huge structure into a plurality of stages of blocks and arranges it near the construction site where the cylindrical huge structure is constructed. , Temporarily constructing an assembly site having a detachable roof in which a suspension balance mechanism is incorporated, then, in the assembly site, a first-stage block of each block is produced, and then the roof of the assembly site is suspended as it is. Used as a balance, the prepared first-stage block is hung and installed on the construction site by a crane separately provided via the roof suspension balance mechanism, and then the roof is used as a roof of the assembly site. It is characterized in that the blocks that have been designed in sections are sequentially stacked by returning the blocks again and repeating the operations from the production of the blocks to the returning of the roof.
【0006】また、本発明は前記目的を達成する為に、
放射状に配設されて屋根骨組を形成すると共に、吊り天
秤機構の天秤棒となる複数の長尺部材、及び前記屋根骨
格を覆うシート部材から成る屋根体と、前記複数の長尺
部材の先端部近傍に設けられ、別設のクレーンにワイヤ
ーを介して連結されるクレーン用吊り具と、前記複数の
骨組部材の先端部近傍に設けられ、被吊り上物にワイヤ
ーを介して連結される被吊り上物用吊り具と、を備え、
前記屋根体を介して前記被吊り上物を前記クレーンで多
点吊りすることを特徴とする。Further, in order to achieve the above object, the present invention provides:
A roof body composed of a plurality of long members that are radially arranged to form a roof frame and serve as a balance bar of a hanging balance mechanism, and a sheet member that covers the roof skeleton, and the vicinity of the tips of the plurality of long members. And a hanging device for a crane that is connected to a separately installed crane via a wire, and a suspended object that is provided in the vicinity of the tip ends of the plurality of frame members and that is connected to a suspended object via a wire. And a hanging device for objects,
It is characterized in that the hanging object is hung at multiple points by the crane through the roof body.
【0007】[0007]
【作用】請求項1の発明によれば、設計段階で筒状巨大
構造物を複数段のブロックに予め区分しておく。そし
て、筒状巨大構造物を構築する構築現場近傍に、吊り天
秤機構が組み込まれた着脱自在の屋根体を屋根とした組
立場を仮設し、前記組立場において前記各ブロックの1
段目ブロックを作製したら、そのまま前記屋根の吊り天
秤機構を介して別設のクレーンで前記1段目ブロックを
前記構築現場に吊り込んで据え付ける。1段目ブロック
を据え付けたら、屋根を組立場の屋根として再び復帰さ
せる。以上の作業を、前記区分設計されたブロック数だ
け行ってブロックを順次積み上げていくことにより、筒
状巨大構造物を完成させる。これにより、組立場で天候
条件に影響されずにブロックの組立工事を行うことがで
き、しかも組立場の屋根をそのまま吊り天秤として使用
することにより、組立場で組み立てたブロックを容易且
つ迅速に筒状巨大構造物を構築する構築現場に吊り込ん
で据え付けることができる。According to the first aspect of the present invention, the cylindrical huge structure is divided into a plurality of blocks in advance at the design stage. Then, in the vicinity of a construction site where a huge tubular structure is constructed, an assembly site with a detachable roof body incorporating a suspension balance mechanism as a roof is temporarily installed.
After the stage block is manufactured, the first stage block is hung and installed on the construction site by a crane separately provided through the roof suspension balance mechanism. After installing the first block, the roof will be restored again as the roof of the assembly hall. The cylindrical huge structure is completed by performing the above-mentioned work by the number of blocks that are divided and designed and sequentially stacking the blocks. As a result, block assembly work can be performed at the assembly site without being affected by weather conditions, and the block assembled at the assembly site can be easily and quickly used by using the roof of the assembly site as a hanging balance. It can be hung and installed at the construction site where a huge structure is constructed.
【0008】請求項2の発明によれば、屋根体に雨等を
防ぐ本来の屋根としての機能の他に、吊り天秤の機能を
具備させた。これにより、この屋根体を、例えば、筒状
巨大構造物のブロックを作製する組立場の屋根として用
いれば、屋根を吊り天秤として使用して、作製したブロ
ックをクレーンでそのまま筒状巨大構造物を構築する構
築現場に吊り込むことができる。また、前記屋根体は多
点吊りできるように、放射状に長尺部材を配設したの
で、ブロックを偏平させることなく且つ良好な吊りバラ
ンスを維持しながら吊り込むことができる。According to the second aspect of the invention, the roof body is provided with the function of a suspension balance in addition to the function as an original roof for preventing rain and the like. Thus, if this roof body is used, for example, as a roof of an assembly site for producing a block of a tubular huge structure, the roof is used as a suspension balance, and the produced block is directly used by a crane to form a tubular giant structure. Can be suspended at the construction site to be built. Further, since the long members are arranged radially so that the roof body can be hung at multiple points, it is possible to hang the block without flattening it and maintaining a good hanging balance.
【0009】[0009]
【実施例】以下添付図面に従って本発明に係る筒状巨大
構造物の組立方法及び組立用吊り天秤の好ましい実施例
について詳説する。本発明の吊り天秤機構付き屋根体1
0は、吊り天秤機能と屋根機能との両方を兼ね備えるよ
うに構成されたものであり、図1は切断側面図、図2は
上面図である。図1及び図2に示すように、吊り天秤機
構付き屋根体10は、中央部のリングトラス12から多
数の鉛直トラス14、14…が対向して放射状に延設さ
れ、この鉛直トラス14は円筒状の被吊上物16を多点
吊り(被吊上物16の上端周縁の複数箇所を吊る)する
際の天秤棒となる。また、鉛直トラス14同志は補助梁
18を介して接合されると共に、鉛直トラス14の先端
部同志は水平梁20を介して接合され、更に、リング形
状をしたリングトラス12の内側には十字状の十字梁2
2が設けられる。これにより、天秤機能を有した強固な
多角形状の骨組が形成される。また、前記多数の鉛直ト
ラス14の先端部近傍には、鉛直トラス14の長手方向
に沿って所定距離だけ移動可能な吊りロッド24、24
…が縦方向に設けられる。そして、吊りロッド24の上
端には吊上げ用シャックル24Aが取付けられると共
に、吊りロッド24の下端には、吊下げ用シャックル2
4Bが取り付けられる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of a method for assembling a cylindrical huge structure and a suspension balance for assembling according to the present invention will be described in detail below with reference to the accompanying drawings. Roof body 1 with hanging balance mechanism of the present invention
No. 0 is configured to have both a hanging balance function and a roof function, FIG. 1 is a cut side view, and FIG. 2 is a top view. As shown in FIG. 1 and FIG. 2, in the roof body 10 with a suspension balance mechanism, a large number of vertical trusses 14, 14 ... It serves as a balance bar when hanging the suspended object 16 in a multi-point shape (suspending a plurality of points on the upper edge of the suspended object 16). Further, the vertical trusses 14 are joined to each other via the auxiliary beams 18, the tips of the vertical trusses 14 are joined to each other via the horizontal beams 20, and further, the ring truss 12 having a ring shape has a cross shape inside. Cross beam 2
Two are provided. As a result, a strong polygonal frame having a balance function is formed. In addition, in the vicinity of the tips of the many vertical trusses 14, suspension rods 24, 24 movable along the longitudinal direction of the vertical trusses 14 by a predetermined distance.
... are provided in the vertical direction. A lifting shackle 24A is attached to the upper end of the hanging rod 24, and a hanging shackle 2 is attached to the lower end of the hanging rod 24.
4B is attached.
【0010】次に、吊り天秤機構付き屋根体10の屋根
機能としての構成を説明すると、前記リングトラス12
の内側には、中央雨養生屋根26が設けられると共に、
中央雨養生屋根26にはベンチレータ28が取付けら
る。また、多角形状に形成された骨組には、採光を考慮
して透明シート30が被せられている。また、吊り天秤
機構付き屋根体10の中央雨養生屋根26の近傍には中
央雨養生屋根26の外周に沿って融雪パイプ32が配設
されると共に、融雪パイプ32は図示しない給水管に接
続され、融雪パイプ32に形成された多数の孔から融雪
用の水が噴出される。また、図示しないが、吊り天秤機
構付き屋根体10には、照明設備が設けられる。また、
吊り天秤機構付き屋根体10の外周下側で前記吊りロッ
ド24配設位置より内側には、環状のレール34が配設
されると共に、そのレール34にはホイストクレーン3
6が移動可能に吊設される。Next, the structure of the roof body 10 with the suspension balance mechanism as a roof function will be described.
A central rain curing roof 26 is provided inside the
A ventilator 28 is attached to the central rain curing roof 26. Further, a transparent sheet 30 is put over the frame formed in a polygonal shape in consideration of lighting. Further, a snow melting pipe 32 is arranged near the central rain curing roof 26 of the roof 10 with a suspension balance mechanism along the outer periphery of the central rain curing roof 26, and the snow melting pipe 32 is connected to a water supply pipe (not shown). Water for snow melting is jetted from a large number of holes formed in the snow melting pipe 32. Although not shown, the roof body 10 with the hanging balance mechanism is provided with lighting equipment. Also,
An annular rail 34 is arranged on the lower side of the outer periphery of the roof 10 with a hanging balance mechanism inside the position where the hanging rod 24 is arranged, and the hoist crane 3 is mounted on the rail 34.
6 is movably suspended.
【0011】次に、上記の如く構成された吊り天秤機構
付き屋根体10を用い本発明の筒状巨大構造物の組立方
法を、原子炉格納容器の組立を例にとって説明する。設
計段階で原子炉格納容器38を複数段の筒状の胴ブロッ
ク40、42、44と、トップヘッドブロック46に予
め区分しておく。そして、図3に示すように、原子炉格
納容器を構築する構築現場近傍に、前述した本発明の吊
り天秤機構付き屋根体10を屋根とする組立場48を仮
設する。即ち、土台に室内空間を形成するように複数の
支柱或いは壁材等の支持部材50を立設し、その上に吊
り天秤機構付き屋根体10を架設して屋根を構成する。
この時、吊り天秤機構付き屋根体10は支持部材50に
簡単に取付けたり、取り外したりできるように着脱自在
に固定する。そして、組立場48内において、先ず、第
1段目の胴ブロック40を作製する。ちなみに、胴ブロ
ック40、42、44は、図4に示すように、多数のプ
レート板54、54…により形成された複数段のライナ
51、51…により円筒状に形成され、各ライナ51は
仮設補強材52、52…で支持される。また、組立場4
8内での作業時は、吊り天秤機構付き屋根体10のベン
チレータにより溶接作業等の溶接ヒュームを排出すると
共に、胴ブロック40、42、44を組上げる際のライ
ナプレート54の吊上げ等はホイストクレーン36によ
り行う。Next, the method of assembling the tubular huge structure of the present invention using the roof 10 with the suspension balance mechanism constructed as described above will be described by taking the assembling of the reactor containment vessel as an example. At the design stage, the reactor containment vessel 38 is divided into a plurality of stages of tubular body blocks 40, 42, 44 and a top head block 46 in advance. Then, as shown in FIG. 3, an assembly site 48 having the above-described roof body 10 with a lifting balance mechanism of the present invention as a roof is temporarily installed near the construction site where the reactor containment vessel is constructed. That is, a support member 50 such as a plurality of columns or wall materials is erected so as to form an indoor space on the base, and the roof body 10 with a hanging balance mechanism is erected on the support member 50 to form a roof.
At this time, the roof 10 with the hanging balance mechanism is detachably fixed to the support member 50 so that it can be easily attached or detached. Then, in the assembly site 48, first, the first stage trunk block 40 is manufactured. By the way, as shown in FIG. 4, the body blocks 40, 42, 44 are formed in a cylindrical shape by a plurality of stages of liners 51, 51 ... Formed by a large number of plate plates 54, 54. It is supported by the reinforcing members 52, 52 ... In addition, assembly site 4
During the work in 8, the ventilator of the roof body 10 with a lifting balance mechanism discharges the welding fumes such as welding work, and the hoist crane is used for lifting the liner plate 54 when assembling the body blocks 40, 42, 44. 36.
【0012】次に、組立場48内で第1段目の胴ブロッ
ク40を製作したら、吊り天秤機構付き屋根体10に設
けられた複数の吊りロッド24の吊下げ用シャックル2
4Bにワイヤー56を介して胴ブロック40の上端周縁
部に形成した吊り下げ部材(図示せず)を連結する。一
方、吊りロッド24の吊り上げ用シャックル24Aにワ
イヤー58を介して図示しないタワークレーンのワイヤ
ー60先端のフック62に連結する。この時、吊り下げ
用シャックル24Bと、胴ブロック40の吊り下げ部と
に連結されるワイヤー56が鉛直に張設されるように、
胴ブロック40の径(D)に応じて吊りロッド24の位
置を変える。これにより、胴ブロック40がクレーンで
吊り上がった時に、胴ブロック40には鉛直方向の力が
加わるのみなので、円筒状の胴ブロック40を偏平させ
る水平方向の分力が発生しないように吊ることができ
る。また、図2で示した16個の吊りロッド24を全部
使用すると16点の多点吊りになるが、通常は吊りロッ
ド24を一つ置きに使用して8点の多点吊りで行う。そ
して、組立場48の支持部材50と吊り天秤機構付き屋
根体10との固定を解除して、胴ブロック40を天秤機
構付き屋根体10を介して構築現場に吊り込んで据えつ
ける。この時、据え付け作業中は、天秤機構付き屋根体
10が雨等を防ぐので、雨天時でも据え付け作業をする
ことができる。Next, after the first-stage trunk block 40 is manufactured in the assembly site 48, the shackle 2 for suspending the plurality of suspension rods 24 provided on the roof body 10 with the suspension balance mechanism is provided.
A suspending member (not shown) formed on the upper peripheral portion of the trunk block 40 is connected to 4B via a wire 56. On the other hand, the hook shackle 24A of the suspension rod 24 is connected via a wire 58 to a hook 62 at the tip of a wire 60 of a tower crane (not shown). At this time, the wire 56 connected to the suspension shackle 24B and the suspension portion of the torso block 40 is vertically stretched,
The position of the suspension rod 24 is changed according to the diameter (D) of the trunk block 40. As a result, when the trunk block 40 is lifted by the crane, only a vertical force is applied to the trunk block 40, so that the cylindrical trunk block 40 can be hung so as not to generate a horizontal component force for flattening it. it can. Further, when all the 16 suspension rods 24 shown in FIG. 2 are used, 16-point multi-point suspension is performed, but normally, the suspension rods 24 are used every other stage to perform 8-point multi-point suspension. Then, the support member 50 of the assembling place 48 and the roof 10 with the hanging balance mechanism are unfixed, and the trunk block 40 is hung and installed on the construction site via the roof 10 with the balance mechanism. At this time, since the roof body 10 with the balance mechanism prevents rain and the like during the installation work, the installation work can be performed even in the rain.
【0013】次に、第1段目の胴ブロック40の据え付
けが終了したら、天秤機構付き屋根体10と第1段目の
胴ブロック40との連結を外し、天秤機構付き屋根体1
0を再び組立場48の屋根として復帰させる。続いて、
2段目の胴ブロック42、3段目の胴ブロック44、ト
ップヘッドブロック46を組立場48で順次製作した
ら、各胴ブロック42、44及びトップヘッドブロック
46を前記したと同様に吊り天秤機構付き屋根体10を
介してタワークレーンで構築現場に吊り込んで1段目の
胴ブロック40の上に順次積み上げるようにして据え付
ける。また、各胴ブロック40、42、44及び胴ブロ
ック44とトップヘッドブロック46との接合は一般的
に溶接接合により行われる。Next, when the installation of the first-stage trunk block 40 is completed, the roof mechanism-equipped roof body 10 and the first-stage trunk block 40 are disconnected, and the balance mechanism-equipped roof body 1 is disconnected.
0 is restored again as the roof of the assembly site 48. continue,
After the second-stage trunk block 42, the third-stage trunk block 44, and the top head block 46 are sequentially manufactured at the assembly site 48, the respective trunk blocks 42, 44 and the top head block 46 are provided with the hanging balance mechanism as described above. It is hung on the construction site through the roof body 10 by a tower crane, and is installed so as to be sequentially stacked on the first-stage trunk block 40. The body blocks 40, 42, 44 and the body block 44 and the top head block 46 are generally joined by welding.
【0014】このように、本発明の筒状巨大構造物の組
立方法によれば、吊り天秤機能と屋根機能とを備えた本
発明の吊り天秤機構付き屋根体10を、胴ブロック4
0、42、44とトップヘッドブロック46を製作する
組立場48の屋根として使用し、組立場48で胴ブロッ
ク40、42、44とトップヘッドブロック46を順次
製作したら、吊り天秤機構付き屋根体10を、そのまま
吊り天秤として用いて、各胴ブロック40、42、44
とトップヘッドブロック46を原子炉格納容器38の構
築現場に吊り込んで据え付けるようにした。これによ
り、組立場48で天候条件に影響されずに胴ブロック4
0、42、44とトップヘッドブロック46の組立工事
を行うことができ、しかも組み立てられた各ブロック4
0、42、44、46は組立場48の屋根である吊り天
秤機構付き屋根体10をそのまま吊り天秤として使用す
ることができるので、各ブロック40、42、44、4
6を容易且つ迅速に構築現場に吊り込んで据え付けるこ
とができる。従って、作業工期を大幅に短くすることが
できる。As described above, according to the method for assembling the tubular huge structure of the present invention, the roof body 10 with the hanging balance mechanism of the present invention, which has the hanging balance function and the roof function, is attached to the body block 4.
0, 42, 44 and the top head block 46 are used as a roof of an assembly site 48, and the trunk blocks 40, 42, 44 and the top head block 46 are sequentially manufactured at the assembly site 48. Is used as it is as a hanging balance, and each body block 40, 42, 44
The top head block 46 is hung and installed on the construction site of the reactor containment vessel 38. As a result, the torso block 4 is not affected by weather conditions at the assembly site 48.
0, 42, 44 and the top head block 46 can be assembled, and the assembled blocks 4
0, 42, 44, 46 can use the roof body 10 with the hanging balance mechanism, which is the roof of the assembly site 48, as it is as a hanging balance. Therefore, each block 40, 42, 44, 4
6 can be easily and quickly suspended and installed at the construction site. Therefore, the work period can be significantly shortened.
【0015】また、原子炉格納容器の各ブロック40、
42、44、46に区分して組み立てるようにしたの
で、原子炉格納容器を構築現場で全て組み立てる場合に
比べて高所作業を減らすことができ、作業の安全性を改
善させることができる。また、本発明の吊り天秤機構付
き屋根体10の吊りロッド24は、胴ブロック40、4
2、44の径に応じて移動できるようにしたので、胴ブ
ロック40、42、44内に十字梁を仮設する等の胴ブ
ロック40、42、44の偏平化に対する格別の養生が
必要なくなる。また、本発明の吊り天秤機構付き屋根体
10は、多点吊りできるように、放射状に鉛直トラス1
4、14…を配設したので、良好な吊りバランスを維持
しながら吊り込むことができる。Further, each block 40 of the reactor containment vessel,
Since the parts are assembled into the parts 42, 44, and 46, the work at high places can be reduced and the work safety can be improved as compared with the case where all the reactor containment vessels are assembled at the construction site. In addition, the suspension rod 24 of the roof body 10 with a suspension balance mechanism of the present invention includes the body blocks 40, 4
Since it can be moved according to the diameter of 2, 44, special curing for flattening of the body blocks 40, 42, 44 such as provision of a cross beam in the body blocks 40, 42, 44 is not necessary. Further, the roof body 10 with a suspension balance mechanism of the present invention is provided with a vertical truss 1 in a radial manner so that it can be suspended at multiple points.
Since 4, 14, ... Are arranged, it is possible to hang while maintaining a good hanging balance.
【0016】尚、吊り天秤機構付き屋根体10は、図5
に示すように据え付けの完了した原子炉格納容器38の
付帯設備、検査、塗装、保温、内部作業等の各作業を行
う際に構築する仮設足場64の屋根としても用いること
ができる。これにより、天候条件に影響されることなく
前記各作業を行うことができる。また、本実施例では、
原子炉格納容器38の組立方法の例で説明したが、原子
炉格納容器38に限定されるものではなく、タンク等の
筒状巨大構造物の全てに適用することができる。また、
天秤機構付き屋根体10の形状を多角形状にしたが、こ
の形状に限定されるものではない。The roof 10 with a hanging balance mechanism is shown in FIG.
As shown in FIG. 5, it can also be used as a roof of a temporary scaffold 64 constructed when performing various operations such as incidental equipment, inspection, painting, heat retention, and internal work of the installed reactor containment vessel 38. As a result, each work can be performed without being affected by weather conditions. Further, in this embodiment,
Although the method of assembling the reactor containment vessel 38 has been described as an example, the invention is not limited to the reactor containment vessel 38 and can be applied to all tubular large structures such as tanks. Also,
Although the shape of the roof body 10 with the balance mechanism is polygonal, the shape is not limited to this.
【0017】[0017]
【発明の効果】以上説明したように、本発明の筒状巨大
構造物の組立方法によれば、吊り天秤機能と屋根機能と
を備えた本発明の吊り天秤機構付き屋根体を、筒状巨大
構造物を区分設計した各ブロックを作製する組立場の屋
根として用い、組立場で各ブロックを作製したら、吊り
天秤機構付き屋根体をそのまま吊り天秤として用いて別
設のクレーンで各ブロックを構築現場に吊り込んで据え
付けるようにした。As described above, according to the method for assembling the tubular huge structure of the present invention, the roof body with the hanging balance mechanism of the present invention having the hanging balance function and the roof function is provided in the tubular huge structure. It is used as a roof of an assembly site where each block is designed separately, and after each block is created at the assembly site, the roof with a suspension balance mechanism is used as it is as a suspension balance, and each block is constructed with a separate crane. I decided to hang it up and install it.
【0018】これにより、組立場で天候条件に影響され
ずに各ブロックの組立工事を行うことができ、しかも組
み立てられた各ブロックは組立場の屋根である吊り天秤
機構付き屋根体をそのまま吊り天秤として使用すること
ができるので、各ブロックを容易且つ迅速に構築現場に
吊り込んで据え付けることができる。従って、作業工期
を大幅に短かくすることができる。As a result, the assembling work of each block can be performed at the assembling site without being affected by the weather conditions, and the assembled block is the roof of the assembling site with the hanging balance mechanism as it is. As a result, each block can be easily and quickly suspended and installed in the construction site. Therefore, the work period can be significantly shortened.
【0019】また、構築現場で全て組立るのに比べて、
高所作業を大幅に減らすことができ、作業安全性を改善
することができる。Also, compared to assembling all at the construction site,
Work at high places can be significantly reduced, and work safety can be improved.
【図1】図1は、本発明に係る吊り天秤機構付き屋根体
の構造を説明する切断断面図FIG. 1 is a cut sectional view illustrating a structure of a roof body with a hanging balance mechanism according to the present invention.
【図2】図2は、吊り天秤機構付き屋根体の上面図FIG. 2 is a top view of a roof body with a suspension balance mechanism.
【図3】図3は、本発明に係る筒状巨大構造物の組立方
法を説明する説明図FIG. 3 is an explanatory view for explaining a method for assembling a tubular huge structure according to the present invention.
【図4】図4は、胴ブロックを説明する斜視図FIG. 4 is a perspective view illustrating a torso block.
【図5】図5は、本発明の吊り天秤機構付き屋根体を、
組み立てられた筒状巨大構造物の塗装等を行う仮設足場
の屋根として用いた場合の説明図FIG. 5 shows a roof body with a suspension balance mechanism of the present invention,
Explanatory diagram when used as a roof for temporary scaffolding for painting assembled tubular huge structure etc.
10…吊り天秤機構付き屋根体 12…リングトラス 14…鉛直トラス 16…被吊上物(例えば、原子炉格納容器の胴ブロッ
ク) 18…補助梁 20…水平梁 24…吊りロッド 26…中央雨養生屋根 28…ベンチレータ 30…透明シート 32…融雪パイプ 34…環状レール 36…ホイストクレーン 38…原子炉格納容器 40、42、44…胴ブロック 46…屋根ブロック 48…組立場 56、58…ワイヤ 60…タワークレーンのワイヤ 62…フック10 ... Roof with suspension balance mechanism 12 ... Ring truss 14 ... Vertical truss 16 ... Suspended object (for example, trunk block of reactor containment vessel) 18 ... Auxiliary beam 20 ... Horizontal beam 24 ... Suspension rod 26 ... Central rain curing Roof 28 ... Ventilator 30 ... Transparent sheet 32 ... Snow melting pipe 34 ... Annular rail 36 ... Hoist crane 38 ... Reactor containment vessel 40, 42, 44 ... Trunk block 46 ... Roof block 48 ... Assembly site 56, 58 ... Wire 60 ... Tower Crane wire 62 ... Hook
Claims (3)
区分設計すると共に、前記筒状巨大構造物を構築する構
築現場近傍に、吊り天秤機構が組み込まれた着脱自在の
屋根を有する組立場を仮設し、 次に、前記組立場において前記各ブロックの1段目ブロ
ックを作製し、 次に、前記組立場の屋根をそのまま吊り天秤として用い
て、前記作製された1段目ブロックを、前記屋根の吊り
天秤機構を介して別設のクレーンで前記構築現場に吊り
込んで据え付け、 次に、前記屋根を前記組立場の屋根として再び復帰さ
せ、 前記ブロックの作製から前記屋根の復帰までの作業を繰
り返すことにより、前記区分設計された各ブロックを順
次積み上げていくことを特徴とする筒状巨大構造物の組
立方法。1. A set having a detachable roof in which a suspension balance mechanism is incorporated in the vicinity of a construction site where the tubular huge structure is constructed by preliminarily designing the tubular huge structure into blocks of a plurality of stages. The stand is temporarily installed, then, the first-stage block of each block is produced in the assembly site, and then the roof of the assembly site is used as it is as a suspension balance to produce the first-stage block produced. The roof is suspended and installed on the construction site by a crane separately installed via the suspension balance mechanism, and then the roof is restored again as the roof of the assembly site, from the production of the block to the restoration of the roof. A method for assembling a cylindrical huge structure, characterized in that the blocks that have been separately designed are sequentially stacked by repeating the work.
共に、吊り天秤機構の天秤棒となる複数の長尺部材、及
び前記屋根骨格を覆うシート部材から成る屋根体と、 前記複数の長尺部材の先端部近傍に設けられ、別設のク
レーンにワイヤーを介して連結されるクレーン用吊り具
と、 前記複数の長尺部材の先端部近傍に設けられ、被吊り上
物にワイヤーを介して連結される被吊り上物用吊り具
と、 を備え、前記屋根体を介して前記被吊り上物を前記クレ
ーンで多点吊りすることを特徴とする吊り天秤機構付き
屋根体。2. A roof body composed of a plurality of long members that are radially arranged to form a roof frame and serve as balance bars of a hanging balance mechanism, and a roof member that includes a sheet member that covers the roof skeleton, and the plurality of long members. A crane suspender that is provided near the tip of the member and is connected to a separately installed crane via a wire, and is provided near the tip of the plurality of elongated members, and the wire is attached to the suspended object via a wire. A hanging object for hanging object to be connected, wherein the hanging object is hung at multiple points by the crane through the roof object.
レールを移動自在な揚重機が備えられていることを特徴
とする請求項2の吊り天秤機構付き屋根体。3. The roof body with a lifting balance mechanism according to claim 2, further comprising a lifting machine provided below the roof body, the lifting machine being capable of moving an annularly arranged rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6229497A JP2907264B2 (en) | 1994-09-26 | 1994-09-26 | Method of assembling cylindrical huge structure and roof with hanging balance mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6229497A JP2907264B2 (en) | 1994-09-26 | 1994-09-26 | Method of assembling cylindrical huge structure and roof with hanging balance mechanism |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0894785A true JPH0894785A (en) | 1996-04-12 |
| JP2907264B2 JP2907264B2 (en) | 1999-06-21 |
Family
ID=16893103
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6229497A Expired - Lifetime JP2907264B2 (en) | 1994-09-26 | 1994-09-26 | Method of assembling cylindrical huge structure and roof with hanging balance mechanism |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2907264B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101967886A (en) * | 2010-11-16 | 2011-02-09 | 中国核工业第五建设有限公司 | Assembly and installation methods of steel containment vessel of nuclear power station |
| CN102888998A (en) * | 2012-04-19 | 2013-01-23 | 中国建筑第四工程局有限公司 | Method and structure for lifting supporting steel column |
| JP2013061160A (en) * | 2011-09-12 | 2013-04-04 | Hitachi-Ge Nuclear Energy Ltd | Rccv liner construction method using rccv all-weather shield |
| JP2013253870A (en) * | 2012-06-07 | 2013-12-19 | Mitsubishi Heavy Ind Ltd | Installation method of reactor container |
| CN108630326A (en) * | 2018-03-25 | 2018-10-09 | 哈尔滨工程大学 | Steel-copper friction pair and Nuclear containment with passive heat conduction function |
-
1994
- 1994-09-26 JP JP6229497A patent/JP2907264B2/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101967886A (en) * | 2010-11-16 | 2011-02-09 | 中国核工业第五建设有限公司 | Assembly and installation methods of steel containment vessel of nuclear power station |
| JP2013061160A (en) * | 2011-09-12 | 2013-04-04 | Hitachi-Ge Nuclear Energy Ltd | Rccv liner construction method using rccv all-weather shield |
| LT5949B (en) | 2011-09-12 | 2013-06-25 | Hitachi Plant Technologies, Ltd. | Method for constructingrccv liner using rccv all-weather shield |
| CN102888998A (en) * | 2012-04-19 | 2013-01-23 | 中国建筑第四工程局有限公司 | Method and structure for lifting supporting steel column |
| CN102888998B (en) * | 2012-04-19 | 2015-01-07 | 中国建筑第四工程局有限公司 | Method and structure for lifting supporting steel column |
| JP2013253870A (en) * | 2012-06-07 | 2013-12-19 | Mitsubishi Heavy Ind Ltd | Installation method of reactor container |
| CN108630326A (en) * | 2018-03-25 | 2018-10-09 | 哈尔滨工程大学 | Steel-copper friction pair and Nuclear containment with passive heat conduction function |
| CN108630326B (en) * | 2018-03-25 | 2020-02-11 | 哈尔滨工程大学 | Steel-concrete combined structure with passive heat conduction function and nuclear containment vessel |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2907264B2 (en) | 1999-06-21 |
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