JP4507220B2 - How to install large heavy objects in the ground - Google Patents
How to install large heavy objects in the ground Download PDFInfo
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- JP4507220B2 JP4507220B2 JP14559099A JP14559099A JP4507220B2 JP 4507220 B2 JP4507220 B2 JP 4507220B2 JP 14559099 A JP14559099 A JP 14559099A JP 14559099 A JP14559099 A JP 14559099A JP 4507220 B2 JP4507220 B2 JP 4507220B2
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- ground
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Description
【0001】
【発明の属する技術分野】
本発明は、大型重量物の地中への設置方法に関するものである。
【0002】
【従来の技術】
原子炉の圧力容器や蒸気発生器のような大型重量物を保管、貯蔵、処分、廃棄する場合に、海外では一部で地中へ埋設する方法が採用されている。
そのような処理方法を日本で採用する際に考えられる一般的な方法は、事前に竪坑を掘削し、この竪坑の施工完了後に大型重量物をクレーンや油圧ジャッキで吊り下ろし、土砂などで埋め戻す方法である。
【0003】
【本発明が解決しようとする課題】
前記した従来の大型重量物の地中への設置方法にあっては、次のような問題点がある。
<イ>竪坑の掘削と、大型で重量のある大型重量物の吊り下ろし作業とを平行して行うことができない。そのために全体の工期が長くなる。
<ロ>大型の大型重量物を吊り下ろすクレーンや油圧ジャッキには特殊な専用機器が必要であり、不経済である。
<ハ>大型で重量のある廃棄物を、深い地中に吊り下ろす作業は危険であり、そのための十分な対策が必要である。
【0004】
【本発明の目的】
本発明は上記したような従来の問題を解決するためになされたもので、短い工期で、特殊な設備や装置を使用せず、安全に大型重量物を地中へ設置することができる、大型重量物の設置方法を提供することを目的とする。
【0005】
【課題を解決するための手段】
上記のような目的を達成するために、本発明の大型重量物の地中への設置方法は、シールド掘進機あるいはトンネルボーリングマシンである掘削機械の回転掘削刃を下向きにして地表面に設置し、前記掘削機械の内部あるいは上部には設置対象とする大型重量物を設置し、前記掘削機械の下向きの掘削刃の回転によって地盤を掘削して、自重および前記大型重量物の重量によって下降し、一定の深度まで下降したら掘進跡の周囲に反力を取って、前記掘削機械の掘進によって前記掘削機械と上部の前記大型重量物を地中に進入させ、所定の深度に達したら掘進を終了し、その後に掘進跡の埋め戻しを行う、大型重量物の地中への設置方法を特徴としたものである。
【0006】
【本発明の実施の態様】
以下図面を参照しながら本発明の大型重量物の地中への設置方法の実施例について説明する。
【0007】
<イ>掘削装置。
重量物を地中へ設置するために、掘削装置によって地盤を掘削する。
そのために、たとえばシールド掘進機、トンネルボーリングマシン、その他の公知の掘削機、掘削装置を使用することができる。
したがって、以下の説明はシールド掘進機を使用した実施例であるが、他の掘削装置による構築、設置を排除するものではなく、あくまで掘削装置の一例である。
【0008】
<ロ>シールド掘進機1の設置。
シールド掘進機1の掘削刃2を下向きにして地表面に設置する。
このシールド掘進機1の直径は、設置対象の重量物3の投影断面よりも大きな直径のものを使用する。
【0009】
<ハ>重量物3の設置。
このシールド掘進機1の内部あるいは上部に、設置対象とする大型の重量物3、たとえば原子炉の圧力容器などを設置する。
シールド掘進機1の上部に設置、収納する大型の重量物3は、単数でも、あるいは複数の大型重量物3を設置することもできる。
【0010】
<ニ>シールド掘進機1の掘進。
シールド掘進機1は、下向きの掘削刃2の回転によって地盤を掘削し、自重、および重量物3の重量によって下降する。
一定の深度まで下降したら、掘進跡の周囲にコンクリート製のセグメント4を組み立てて竪坑の壁面を設置する。
このセグメント4に反力を取って、ジャッキを伸長することにより、シールド掘進機1の掘進を行う。
こうしてシールド掘進機1の掘進によって、シールド掘進機1と上部の大型重量物3を地中に進入させる。
シールド掘進機以外の掘削装置の場合には、掘削跡の壁面にコンクリートを打設して壁面を構築してゆく場合もある。
【0011】
<ホ>埋め戻し。
シールド掘進機1が所定の深度に達したら、掘進を終了する。
シールド掘進機1が所定の深度へ到着すると同時に、地中に大型の重量物3も所定の深度に設置されることになる。
場合によってはその後にシールド掘進機1の部品など、回収可能な部分の回収を行う。さらに重量物には放射性物質の漏洩を検地するセンサーなどを取り付ける。
シールド掘進機1の掘進跡は、地中の深い竪坑5として形成されている。
この掘進跡の竪坑5へ地上から土砂、あるいはコンクリートなどを投入して埋め戻し6を行う。
【0012】
【本発明の効果】
本発明の大型重量物の地中への設置方法は以上説明したようになるから次のような効果を得ることができる。
<イ>竪坑の掘削工程と、大型重量物3の吊りおろし工程が一体である。
したがって掘削工程が完了すれば吊りおろし工程も完了していることになり、工期を大幅に短縮することができる。
<ロ>大型の重量物3を吊り下ろすクレーンや油圧ジャッキなど、特殊な専用機器、装置が不要であり経済的である。
<ハ>竪坑の構築と重量物3の設置が同時に完了するから、吊り下ろしの作業工程が存在しない。そのために大型重量物3に対する落下防止対策、および落下時の安全評価が不要である。
【図面の簡単な説明】
【図1】本発明の大型重量物の地中への設置方法の施工順序の説明図。
【図2】施工工程の説明図。
【図3】施工工程の説明図。[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for installing a large heavy object in the ground.
[0002]
[Prior art]
In order to store, store, dispose of, and dispose of large heavy objects such as reactor pressure vessels and steam generators, some overseas methods are used to embed them in the ground.
A common method that can be considered when adopting such a treatment method in Japan is to dig a shaft beforehand and suspend large heavy objects with a crane or hydraulic jack after the completion of the shaft and backfill with earth and sand. Is the method.
[0003]
[Problems to be solved by the present invention]
The above-described conventional installation method for large heavy objects in the ground has the following problems.
<I> The excavation of the shaft cannot be performed in parallel with the hanging work of a large and heavy heavy object. Therefore, the whole construction period becomes long.
<B> Special cranes and hydraulic jacks that suspend large and heavy objects require special equipment and are uneconomical.
<C> It is dangerous to suspend large and heavy waste in the deep ground, and sufficient countermeasures are required.
[0004]
[Object of the present invention]
The present invention was made to solve the conventional problems as described above. In a short construction period, a large-sized heavy object can be safely installed in the ground without using special equipment and devices. It aims at providing the installation method of a heavy article.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, the method for installing a large heavy object in the ground according to the present invention is to install on a ground surface with a rotary excavating blade of a drilling machine which is a shield excavator or a tunnel boring machine facing downward. , the inside or top of the excavating machine is placed the large-scale heavy weight substance to be installed objects, drilling ground by rotation downward digging edge of the excavating machine, lowered by the weight of its own weight and the large heavy and, taking a reaction force around the excavation traces Once lowered to a certain depth, the large weight of the excavating machine and the top by the shield of the excavating machine is advanced in the ground, drilling Once you have reached a predetermined depth Exit advance, returning is performed subsequent to filling of the excavation marks, in which features a method of installing the ground of a large heavy.
[0006]
[Embodiments of the present invention]
Hereinafter, embodiments of a method for installing a large heavy object in the ground according to the present invention will be described with reference to the drawings.
[0007]
<I> Drilling device.
In order to install heavy objects in the ground, the ground is excavated by an excavator.
For this purpose, for example, a shield machine, a tunnel boring machine, and other known excavators and excavators can be used.
Therefore, although the following description is an Example using a shield machine, it does not exclude construction and installation by other excavation apparatuses, and is merely an example of an excavation apparatus.
[0008]
<B> Installation of shield machine 1
The shield machine 1 is installed on the ground surface with the digging blade 2 facing downward.
The shield machine 1 has a diameter larger than the projected cross section of the heavy object 3 to be installed.
[0009]
<C> Installation of heavy objects 3
A large heavy object 3 to be installed, such as a reactor pressure vessel, is installed in or on the shield machine 1.
The large heavy object 3 installed and stored in the upper part of the shield machine 1 may be single or a plurality of large heavy objects 3 may be installed.
[0010]
<D> Drilling of shield machine 1.
The shield machine 1 excavates the ground by the downward rotation of the excavating blade 2 and descends by its own weight and the weight of the heavy object 3.
After descending to a certain depth, a
The shield machine 1 is dug by taking a reaction force on the
In this way, the shield machine 1 and the large heavy object 3 on the top enter the ground by the shield machine 1.
In the case of an excavator other than a shield machine, the wall surface may be constructed by placing concrete on the wall surface of the excavation site.
[0011]
<E> Backfill.
When the shield machine 1 reaches a predetermined depth, the excavation is terminated.
At the same time that the shield machine 1 arrives at a predetermined depth, a large heavy object 3 is also installed at a predetermined depth in the ground.
In some cases, after that, recoverable parts such as parts of the shield machine 1 are collected. In addition, sensors that detect leaks of radioactive materials are attached to heavy objects.
The excavation trace of the shield machine 1 is formed as a deep shaft 5 in the ground.
[0012]
[Effect of the present invention]
Since the installation method of the large heavy article of the present invention in the ground is as described above, the following effects can be obtained.
<I> The excavation process of the shaft and the lifting and lowering process of the large heavy object 3 are integrated.
Therefore, when the excavation process is completed, the lifting and lowering process is also completed, and the construction period can be greatly shortened.
<B> Special equipment and devices such as cranes and hydraulic jacks for suspending large heavy objects 3 are unnecessary and economical.
<C> Since the construction of the shaft and the installation of the heavy object 3 are completed at the same time, there is no hanging work process. For this reason, it is not necessary to take measures to prevent the large heavy object 3 from falling and to evaluate the safety at the time of dropping.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is an explanatory diagram of a construction sequence of a method for installing a large heavy article into the ground according to the present invention.
FIG. 2 is an explanatory diagram of a construction process.
FIG. 3 is an explanatory diagram of a construction process.
Claims (2)
前記掘削機械の内部あるいは上部には設置対象とする大型重量物を設置し、
前記掘削機械の下向きの掘削刃の回転によって地盤を掘削して、自重および前記大型重量物の重量によって下降し、一定の深度まで下降したら掘進跡の周囲に反力を取って、前記掘削機械の掘進によって前記掘削機械と上部の前記大型重量物を地中に進入させ、
所定の深度に達したら掘進を終了し、
その後に掘進跡の埋め戻しを行う、
大型重量物の地中への設置方法。 Installed on the ground surface with the rotary excavating blade of the excavating machine that is a shield machine or tunnel boring machine facing down,
The inside or top of the excavating machine is placed the large-scale heavy weight substance to be installed target,
The excavation machine excavates the ground by the downward rotation of the excavating blade, descends due to its own weight and the weight of the large heavy object, and when it descends to a certain depth, it takes a reaction force around the excavation trace , excavation by to enter the large weight of the excavating machine and the top in the ground,
Exit et excavation proceeds reaching a predetermined depth,
Backfill carried out subsequent to the excavation marks,
Installation method of large heavy objects in the ground .
請求項1記載の、大型重量物の地中への設置方法。 Inside or upper portion of the excavating machine, a single number Oh Rui is performed by installing a plurality of the large heavy,
The installation method of the large-sized heavy article of Claim 1 in the ground .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP14559099A JP4507220B2 (en) | 1999-05-25 | 1999-05-25 | How to install large heavy objects in the ground |
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JP14559099A JP4507220B2 (en) | 1999-05-25 | 1999-05-25 | How to install large heavy objects in the ground |
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JP2000337075A JP2000337075A (en) | 2000-12-05 |
JP4507220B2 true JP4507220B2 (en) | 2010-07-21 |
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Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62141260A (en) * | 1985-12-16 | 1987-06-24 | 大成建設株式会社 | Construction method for sinking existing structure |
JPH04289395A (en) * | 1991-01-29 | 1992-10-14 | Takenaka Komuten Co Ltd | Stabilization method for long period of time of lower end of vertical shaft constructed by vertical type shield machine |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5796193A (en) * | 1980-12-03 | 1982-06-15 | Mitsui Mining & Smelting Co | Method of transporting underground structure |
JPS57133996A (en) * | 1981-02-09 | 1982-08-18 | Mitsui Mining & Smelting Co | Method of housing surface structure underground |
JPS61286466A (en) * | 1985-06-10 | 1986-12-17 | 鹿島建設株式会社 | Construction of underground tank |
JPH0462291A (en) * | 1990-06-30 | 1992-02-27 | Kumagai Gumi Co Ltd | Vertical shaft excavator |
JP3300862B2 (en) * | 1992-09-18 | 2002-07-08 | 清水建設株式会社 | Disposal and storage methods and storage for buildings such as nuclear reactors |
JP3544029B2 (en) * | 1995-04-14 | 2004-07-21 | 嘉司 松本 | Shaft excavator |
JPH10246089A (en) * | 1997-03-07 | 1998-09-14 | Taisei Corp | Shaft excavating machine |
-
1999
- 1999-05-25 JP JP14559099A patent/JP4507220B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62141260A (en) * | 1985-12-16 | 1987-06-24 | 大成建設株式会社 | Construction method for sinking existing structure |
JPH04289395A (en) * | 1991-01-29 | 1992-10-14 | Takenaka Komuten Co Ltd | Stabilization method for long period of time of lower end of vertical shaft constructed by vertical type shield machine |
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