JPS607110B2 - Dismantling method for a cylindrical concrete structure with a steel plate container inside - Google Patents
Dismantling method for a cylindrical concrete structure with a steel plate container insideInfo
- Publication number
- JPS607110B2 JPS607110B2 JP55013450A JP1345080A JPS607110B2 JP S607110 B2 JPS607110 B2 JP S607110B2 JP 55013450 A JP55013450 A JP 55013450A JP 1345080 A JP1345080 A JP 1345080A JP S607110 B2 JPS607110 B2 JP S607110B2
- Authority
- JP
- Japan
- Prior art keywords
- cut
- pressure vessel
- bracket
- shielding wall
- cylinder
- 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.)
- Expired
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 12
- 239000010959 steel Substances 0.000 title claims description 12
- 238000000034 method Methods 0.000 title claims description 4
- 239000000463 material Substances 0.000 claims description 13
- 201000003373 familial cold autoinflammatory syndrome 3 Diseases 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 239000012779 reinforcing material 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
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
本願は原子力発電所の生体遮蔽壁の円筒状コンクリート
構築物を簡単且つ容易に解体することができるようにし
たことを目的とする内部に鋼板製の容器を有する円筒状
コンクリート構築物の解体工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION The present application relates to a cylindrical concrete structure having a steel plate container inside, the object of which is to enable simple and easy dismantling of a cylindrical concrete structure for a biological shielding wall of a nuclear power plant. This relates to the method of dismantling structures.
生体遮蔽壁1の解体について述べれば、生体遮蔽壁1は
このようにした生体遮蔽壁1をコンクリート製のべデス
タル7の上部に起立固定して形成してある。Regarding the disassembly of the living body shielding wall 1, the living body shielding wall 1 is formed by standing and fixing the living body shielding wall 1 thus constructed on the upper part of a concrete vedestal 7.
この生体遮蔽壁1内に圧力容器8が内挿されて適宜支持
されると共に配管等がなされているものである。A pressure vessel 8 is inserted into this living body shielding wall 1 and is appropriately supported, and is also provided with piping and the like.
そしてその解体を説明すれば、配管等を解体処理した後
に生体遮蔽壁の上部に突出している圧力容器8を切断し
クレーンにて吊り上げてストツクャ−ドーこ運搬し、4
・片に切断しコンクリート等で固めて処理する。To explain its dismantling, after dismantling the piping, etc., the pressure vessel 8 protruding from the top of the biological shielding wall is cut off, hoisted by a crane, and transported to a stockyard.
・Cut into pieces and harden them with concrete, etc.
次に生体遮蔽壁のi回分の切断高さより下部の位置の所
まで圧力容器8を環状に切断して前記同機クレーンにて
吊り上げストックャ一日こ運搬し前記同様に処理する。
次に生体遮蔽壁の一回分の切断箇所で円筒4の外部にピ
ース9を円周に沿って一定間隔毎に取付け、該ピース9
にブラケットIQを取付け、ブラケット10上に足場板
を載直した後、これとは別に円筒4の内蓬よりや)小径
の円板状の足場材11を形成するものであり「足場材1
1の下面には1型鋼、チャンネル鋼の補強材11が設け
られているものである。Next, the pressure vessel 8 is cut into an annular shape to a position below the cutting height of the i times of the living body shielding wall, lifted by the same crane, transported to a stocker for one day, and treated in the same manner as described above.
Next, pieces 9 are attached to the outside of the cylinder 4 at regular intervals along the circumference at the locations where the biological shielding wall is cut once.
After attaching the bracket IQ to the bracket 10 and remounting the scaffolding board on the bracket 10, a small-diameter disc-shaped scaffolding material 11 (from the inner wall of the cylinder 4) is formed separately.
A reinforcing material 11 made of type 1 steel and channel steel is provided on the lower surface of the steel plate 1 .
この足場材11をクレーンにて吊って切断されている圧
力容器8の上端に敷遣して作業場とする。その後生体遮
蔽壁の切断箇所を中心としてその上下に一定の中を保た
せて内外の鋼板2を切断して取り除きクレーンにて吊っ
てストックヤードで前記同様に処理した後、ウオールソ
ー等の切断機12を生体遮蔽壁の内外に位置させプレー
ド竃3にてコンクリート製の円筒4の円筒に沿って切断
し、切断後環状のコンクリート構築物4をクレーンにて
吊ってストックャードで前記同様に小片に切断し、放射
もれがないようにコンクリート等で固めて処理する。This scaffolding material 11 is suspended by a crane and laid on the upper end of the pressure vessel 8 which is being cut to form a work site. Thereafter, the inner and outer steel plates 2 are cut and removed by keeping a constant distance above and below the cut point of the living body shielding wall, and then hung by a crane and processed in the same manner as described above in the stockyard. are placed inside and outside the biological shielding wall and cut along the cylinder of a concrete cylinder 4 using a plaid furnace 3. After cutting, the annular concrete structure 4 is hung by a crane and cut into small pieces using a stockard in the same manner as described above. It will be hardened with concrete, etc. to prevent radiation leakage.
その後クレーンにて足場村富亀を吊り上げて円4の上部
の位置よりはずし「圧力容器8を一定高さ切断して取り
除いて、前記作業をくり返し順次下部まで解体するもの
である。After that, the scaffold Muratomiki was lifted up by a crane and removed from the upper part of the circle 4, and the pressure vessel 8 was cut at a certain height and removed, and the above operations were repeated to sequentially dismantle it down to the bottom.
即ち「円筒年の外部のピース9にブラケット10を取付
け→ブラケットIQ上に足場板を軟遣し→円板状の足場
材15を圧力容器8の上端に教導し→内外の鋼板2を切
断し取り除き→鋼板2を処理し→切断機貴2のブレード
軍3にて円筒4を切断処理し→足場材貴蔓を吊り上げ円
筒4の上部よりはずし→圧力容器8を切断処理→以上の
作業を順次くり返し下部迄解体処理する。That is, "Attach the bracket 10 to the external piece 9 of the cylinder → soften the scaffolding board on the bracket IQ → guide the disc-shaped scaffolding material 15 to the upper end of the pressure vessel 8 → cut the inner and outer steel plates 2. Remove → Process the steel plate 2 → Cut the cylinder 4 with the blade 3 of the cutting machine 2 → Lift up the scaffold material and remove it from the top of the cylinder 4 → Cut the pressure vessel 8 → Perform the above operations in sequence Repeatedly dismantle down to the bottom.
べデスタル7は内外に適宜足場を設けその上部にて切断
機12のプレードー31こて切断してクレーンで吊り上
げ前記同様に処理すればよいものである。The pedestal 7 may be suitably provided with scaffolding inside and outside, and on the top thereof, the Play-Doh 31 of the cutting machine 12 may be used to cut the scaffold, and then lifted by a crane and processed in the same manner as described above.
本願は叙上のように配管等を解体処理した後に生体遮蔽
壁の上部に突出している圧力容器を切断した後「生体遮
蔽壁の1回分の切断高さより下部の位置の所まで圧力容
器を環状に切断すると共に生体遮蔽壁の外部に取付けた
ピースにブラケットを取付け、ブラケット上に足場板を
敷遣した後、円筒の内径よりや)小径の円板状の足場材
を圧力容器の上端に敷遣して作業場とし、その後生体遮
蔽壁の切断箇所を中心としてその上下に一定の中を保た
せて内外の鋼板を切断して取り除き処理した後、ウオー
ルソー等の切断機を生体遮蔽壁の内外の足場上に位置さ
せプレード‘こてコンクリート製の円筒を切断処理し「
その後クレーンにて足場材を吊り上げて円筒の上部の
位置よりはずし、圧力容器を一定高さ切断して取り除き
再び圧力容器上端に足場材を戦層すると共に、ピースに
ブラケットを取付け、プラケット上に足場板を戦層し、
前記作業をくり返し順次下部まで解体することを特徴と
するので円筒の内部に一回毎(一段毎)に足場材を設け
ることなく円筒の内径よりや)小径の円形状の足場材を
円筒内部の鋼板製の容器の上部に載層するだけで作業場
を形成できるので簡単で且つ迅速であり、しかも容器の
上部に足場材を鼓層することにより作業性が良い等の特
徴を有するものである。In this application, after dismantling the piping, etc. as described above, and cutting the pressure vessel protruding from the upper part of the biological shielding wall, the pressure vessel is annularly cut to a position below the height of one cutting of the biological shielding wall. Attach the bracket to the piece attached to the outside of the biological shielding wall, lay the scaffolding board on the bracket, and then lay a disc-shaped scaffolding material with a diameter smaller than the inner diameter of the cylinder at the top of the pressure vessel. After that, the inner and outer steel plates were cut and removed by keeping a constant distance above and below the cut point of the living body shielding wall, and then a cutting machine such as a wall saw was used to cut the inside and outside of the living body shielding wall. Cut a concrete cylinder with a plaid trowel and place it on the scaffolding.
After that, a crane is used to lift the scaffolding material and remove it from the top of the cylinder, and the pressure vessel is cut to a certain height and removed, and the scaffolding material is placed on the top of the pressure vessel again, a bracket is attached to the piece, and the scaffolding is placed on the placket. Layer the board,
The feature is that the above-mentioned work is repeated and dismantled down to the bottom one by one, so instead of installing scaffolding material inside the cylinder every time (every step), a circular scaffolding material with a diameter smaller than the inner diameter of the cylinder is placed inside the cylinder. It is easy and quick to form a workshop by simply placing a layer on the top of a steel plate container, and it also has features such as good workability by layering scaffolding material on the top of the container.
第1図は原子力発電所の格納容器用の生体遮蔽壁の部分
の断面図、第2図は要部の拡大図、第3図は解体状態を
示す要部の断面図、第4図は足場村の平面図、第5図は
ピースとプラケツトの斜視図である。
第1図
第2図
第3図
第4図
第5図Figure 1 is a cross-sectional view of the biological shielding wall for the containment vessel of a nuclear power plant, Figure 2 is an enlarged view of the main part, Figure 3 is a cross-sectional view of the main part showing the disassembled state, and Figure 4 is the scaffolding. A plan view of the village, Figure 5, is a perspective view of the piece and bracket. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5
Claims (1)
している圧力容器を切断した後、生体遮蔽壁の1回分の
切断高さより下部の位置の所まで圧力容器を環状に切断
すると共に生体遮蔽壁の外部に取付けたピースにブラケ
ツトを取付け、ブラケツト上に足場板を載置した後、円
筒の内径よりやゝ小径の円板状の足場材を圧力容器の上
端に載置して作業場とし、その後生体遮蔽壁の切断箇所
を中心としてその上下に一定の巾を保たせて内外の鋼板
を切断して取り除き処理した後、ウオールソー等の切断
機を生体遮蔽壁の内外の足場上に位置させブレードにて
コンクリート製の円筒を切断処理し、その後クレーンに
て足場材を吊り上げて円筒の上部の位置よりはずし、圧
力容器を一定高さ切断して取り除き再び圧力容器上端に
足場材を載置すると共に、ピースにブラケツトを取付け
、ブラケツト上に足場板を載置し、前記作業をくり返し
順次下部まで解体することを特徴とする内部に鋼板製の
容器を有する円筒状コンクリート構築物の解体工法。1 After dismantling the piping, etc., cut the pressure vessel protruding from the top of the biological shielding wall, and then cut the pressure vessel into a ring shape to a position below the height of one cutting of the biological shielding wall, and remove the biological shielding. After attaching a bracket to a piece attached to the outside of the wall and placing a scaffolding board on the bracket, a disc-shaped scaffolding material with a diameter slightly smaller than the inner diameter of the cylinder was placed on the upper end of the pressure vessel to create a work area. After that, the inner and outer steel plates are cut and removed by keeping a constant width above and below the cut point of the living body shielding wall, and then a cutting machine such as a wall saw is positioned on the scaffolding inside and outside the living body shielding wall and the blade is cut. The concrete cylinder is cut at a concrete cylinder, and then a crane is used to lift the scaffolding material and remove it from the top of the cylinder.The pressure vessel is cut to a certain height, removed, and the scaffolding material is placed on the top of the pressure vessel again. A method for dismantling a cylindrical concrete structure having a steel plate container inside, characterized in that a bracket is attached to the piece, a scaffold board is placed on the bracket, and the above operation is repeated to sequentially dismantle down to the lower part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55013450A JPS607110B2 (en) | 1980-02-06 | 1980-02-06 | Dismantling method for a cylindrical concrete structure with a steel plate container inside |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55013450A JPS607110B2 (en) | 1980-02-06 | 1980-02-06 | Dismantling method for a cylindrical concrete structure with a steel plate container inside |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56111764A JPS56111764A (en) | 1981-09-03 |
| JPS607110B2 true JPS607110B2 (en) | 1985-02-22 |
Family
ID=11833468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55013450A Expired JPS607110B2 (en) | 1980-02-06 | 1980-02-06 | Dismantling method for a cylindrical concrete structure with a steel plate container inside |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS607110B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011209052A (en) * | 2010-03-29 | 2011-10-20 | Shimizu Corp | Demolition method for concrete structure |
| JP6312911B1 (en) * | 2017-08-08 | 2018-04-18 | 株式会社日立プラントコンストラクション | Reactor pressure vessel dismantling method |
| JP6975676B2 (en) * | 2018-04-25 | 2021-12-01 | 株式会社日立プラントコンストラクション | Dismantling method of reactor containment vessel and biological shielding wall |
-
1980
- 1980-02-06 JP JP55013450A patent/JPS607110B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56111764A (en) | 1981-09-03 |
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