JPS6034379A - Wall body of airtight type vessel - Google Patents
Wall body of airtight type vesselInfo
- Publication number
- JPS6034379A JPS6034379A JP58137232A JP13723283A JPS6034379A JP S6034379 A JPS6034379 A JP S6034379A JP 58137232 A JP58137232 A JP 58137232A JP 13723283 A JP13723283 A JP 13723283A JP S6034379 A JPS6034379 A JP S6034379A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- steel plate
- wall
- airtight container
- metal plate
- 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
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、毒性を有する等の危険物や放射性廃棄物を
貯蔵する気密型容器に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an airtight container for storing hazardous substances such as toxic substances and radioactive waste.
毒性を有する等の危険物や放射性廃棄物の貯蔵庫のよう
な完全気密が要求される建物は、鉄筋コンクリートで構
築するとコンクリート材料の調合比やコンクリート打設
時の状況あるいはその時の気候によって、その良否が大
きく左右されるため、気密性の点で信頼性に欠ける点が
ある〇
このため、鉄筋コンクリートよりなるこの種の建物では
、鉄筋コンクリート躯体の内面に金属板を添着すること
により、内部の貯蔵物質の漏洩を防止している。また、
鋼製の気密型容器も構築されている。Buildings that require complete airtightness, such as storage warehouses for toxic or other hazardous materials or radioactive waste, are constructed using reinforced concrete. Therefore, in this type of building made of reinforced concrete, a metal plate is attached to the inner surface of the reinforced concrete frame to prevent leakage of stored substances inside. is prevented. Also,
Airtight containers made of steel have also been constructed.
しかし、躯体を鉄筋コンクリートで構成し。However, the frame is made of reinforced concrete.
かつその内面に金属板を添着してなる気密型容器では、
容器内に種々の装置を設置する際に、その固定方法がき
わめて面倒であった。また、鋼製の容器では規模が大盤
化すると局部座屈をおこすことがあり、その対応策に余
分な経費を費やすこととなり、工事費が嵩むこととなっ
た０この発明は、前記従来の問題点を解消するために提
案されたもので、内部に貯蔵された毒性物質類や放射性
廃棄物等の貯蔵物質の漏洩を確実に阻止し得る気密型容
器の壁体を提供することを目的とする。In an airtight container with a metal plate attached to its inner surface,
When installing various devices inside the container, the method of fixing them is extremely troublesome. In addition, when the scale of a steel container increases, local buckling may occur, which requires extra expense to take countermeasures and increases construction costs. This was proposed in order to solve this problem, and the purpose is to provide a wall of an airtight container that can reliably prevent leakage of stored materials such as toxic substances and radioactive waste stored inside. .
以下、この発明を図示する実施例によって説明すると、
たとえば原子炉等の気密型容器１の壁体２は、鋼板Ｓの
両側に複数本の弦材４とラチス材５とからなるトラス骨
組６，６を前記鋼板３と一体に設置し、前記トラス骨組
６，６の弦材４，４間には複数本のつなぎ材７を設置し
、かつ前記鋼板３の両側にコンクリート８を充填して鋼
板５、トラス骨組６，６およびつなぎ材７をコンクリー
ト８内に埋設することによって構成されている。また、
必要に応じ、コンクリートＢ内には複数本の壁筋９が縦
横に配筋されている。Hereinafter, this invention will be explained with reference to illustrative embodiments.
For example, the wall 2 of an airtight container 1 such as a nuclear reactor is constructed by installing truss frames 6, 6 made of a plurality of chord members 4 and lattice members 5 on both sides of a steel plate S integrally with the steel plate 3. A plurality of connecting members 7 are installed between the chord members 4, 4 of the frames 6, 6, and concrete 8 is filled on both sides of the steel plate 3 to connect the steel plates 5, truss frames 6, 6, and connecting members 7 with concrete. 8. Also,
If necessary, a plurality of wall reinforcements 9 are arranged vertically and horizontally within the concrete B.
弦材４は、山形鋼より形成され、鋼板３より所定間隔離
し気密型容器１の周方向に所定間隔おきに設置されてい
る。この場合、２本の山形鋼を断面略Ｔ字状に抱き合せ
て弦材４を形成することにより、弦材４の強度を高める
とよいＯラチス材５は、鉄筋や山形鋼より形成され、弦
材４と鋼板５間にその両端部を弦材４および鋼板５に固
着して設置されている。The chord members 4 are made of angle iron, and are installed at predetermined intervals in the circumferential direction of the airtight container 1 so as to be separated from the steel plate 3 by a predetermined distance. In this case, it is preferable to increase the strength of the string material 4 by joining two angle irons together in a substantially T-shaped cross section to form the chord material 4. The O lattice material 5 is formed from reinforcing steel or angle iron. It is installed between the string material 4 and the steel plate 5 with both ends fixed to the string material 4 and the steel plate 5.
ラチス材５の鋼板５側端部は、鋼板３の表面に予め溶接
あるいは、ねじ付きスタッドボルト１０によって固着さ
れたガセット部材１１に溶接によって固着されている。The end of the lattice material 5 on the steel plate 5 side is fixed by welding to the surface of the steel plate 3 in advance or to a gusset member 11 fixed by a threaded stud bolt 10.
また、ラチス材５の弦材４側端部は、弦材４に予め溶接
によって固着されたガセット部材１１にあるいは、弦材
４に直接溶接によって固着されている。Further, the end portion of the lattice material 5 on the side of the chord material 4 is fixed to a gusset member 11 which is previously fixed to the chord material 4 by welding, or directly to the chord material 4 by welding.
つなぎ材７は鉄筋や山形鋼より形成され、弦材４，４に
溶接等によって固着しつつ弦材４の上下方向に一定間隔
おきに設置されている〇第８図および第９図は、他の発
明の実施例を示したもので、気密型容器１の壁体２は、
鋼板５の両側に複数本のハニカム型Ｔ形鋼１２．１２を
前記鋼板５と一体に設置し、前記ハニカム屋τ形鋼１２
．１２間にはつなぎ材７を設置し、かつ前記鋼板３の両
側にコンクリート８を充填して鋼板Ｓ、つなぎ材７をコ
ンクリートＢ内に埋設することによって構成されている
ｏｔた、必（５）
要に応じ、コンクリート８内には複数本の壁筋９が縦横
に配筋されている。The connecting members 7 are made of reinforcing bars or angle iron, and are fixed to the chord members 4, 4 by welding or the like and are installed at regular intervals in the vertical direction of the chord members 4. This shows an embodiment of the invention, in which the wall 2 of the airtight container 1 is
A plurality of honeycomb T-beams 12.12 are installed on both sides of the steel plate 5 integrally with the steel plate 5, and the honeycomb T-beam 12.
．． 12, a connecting material 7 is installed between the two, and both sides of the steel plate 3 are filled with concrete 8, and the steel plate S and the connecting material 7 are buried in the concrete B. As required, a plurality of wall reinforcements 9 are arranged vertically and horizontally within the concrete 8.
ハニカム型Ｔ形鋼１２は鋼板３の両表面に溶接によって
固着され、気密型容器１の周方向に所定間隔おきに設置
されている。The honeycomb type T-beams 12 are fixed to both surfaces of the steel plate 3 by welding, and are installed at predetermined intervals in the circumferential direction of the airtight container 1.
つなぎ材７は山形鋼より形成されハニカム戯Ｔ形鋼１２
．１２に溶接等によって固着しつつハニカム屋Ｔ形鋼１
２の上下方向に一定間隔おきに設置されている。The connecting member 7 is made of angle iron and is made of honeycomb T-shaped steel 12.
．． Honeycomb shop T-shaped steel 1 while fixed to 12 by welding etc.
2 are installed at regular intervals in the vertical direction.
なお、第２図４の材は通常コンクリートに完全に埋設す
るものとする（第６，７図、第８，９図の左半図）が耐
火条件、防錆等の制限がない場合４材の背面をコンクリ
ート表面に嬉出して設置すること（第６．７図、第８，
９図の左半図）によってコンクリート打設型枠の建て込
みの簡易化および壁面からの突出金物を溶接等による接
合を可能とすることができる。Note that the materials shown in Figure 2 and 4 are normally completely buried in concrete (see the left half of Figures 6, 7, and 8 and 9), but if there are no restrictions on fire resistance, rust prevention, etc. (Fig. 6.7, 8,
(Left half view of Figure 9) can simplify the erection of concrete casting forms and make it possible to connect hardware protruding from the wall surface by welding or the like.
この発明は、以上の構成よりなるので内部に貯蔵された
毒性物質類や放射性廃棄物等の貯蔵物質の漏洩を確実に
防止することができる０ま（４）
た、施工もきわめて容易にできる。また、容器内の装置
を壁体に固定することができる０Since the present invention has the above-described configuration, it is possible to reliably prevent leakage of stored substances such as toxic substances and radioactive waste stored inside the device.(4) It is also extremely easy to implement. In addition, the device inside the container can be fixed to the wall.
＠１図は気密型容器の縦断面図、第２図は、気密型容器
の壁体の概要伏図、第３図および第６図は気密型容器の
壁体の拡大縦面図、第４図および第７図は、第Ｓ図およ
び第６９匿おけるム−Ａｌｉｌ、Ｂ−Ｂ線断面図、第５
図は第５図におけるＯ部拡大図、第８図は他の発明を示
す気Ｗ！産容器の壁体の拡大縦断面図、第９図は第８図
におけるＤ−Ｄ線断面図である０
１・・気密型容器、２・・壁体、６・・鋼板、４・・弦
材、５・・ラチス材、６・・骨組、７・一つなぎ材、８
・・コンクリート、９・・壁筋％ １０・・ねじ付きス
タッドボルト、１１・・ガセット部材、１２・・ハニカ
ム型Ｔ形鋼０第６図
第７図
第８図
第９図@ Figure 1 is a vertical cross-sectional view of the airtight container, Figure 2 is a schematic diagram of the wall of the airtight container, Figures 3 and 6 are enlarged longitudinal sectional views of the wall of the airtight container, and Figure 4 is a vertical cross-sectional view of the airtight container. The figure and FIG.
The figure is an enlarged view of part O in Figure 5, and Figure 8 shows another invention! FIG. 9 is a cross-sectional view taken along line D-D in FIG. 8.0 1. Airtight container, 2. Wall, 6. Steel plate, 4. String Material, 5. Lattice material, 6. Frame, 7. Connecting material, 8
...Concrete, 9.. Wall reinforcement % 10.. Threaded stud bolt, 11.. Gusset member, 12.. Honeycomb type T-beam 0 Fig. 6 Fig. 7 Fig. 8 Fig. 9
Claims (1)
るとともに前記金属板の両側にコンクリートを充填して
金属板およびトラス骨組をコンクリート内に埋設してな
ることを特徴とする気密型容器の壁体。 ２、金属板の両側に複数本のハニカム型Ｔ形鋼を金属板
と一体に設置するとともに前記金属板の両側にコンクリ
ートを充填して金属板およびハニカム型Ｔ形鋼をコンク
リート内に埋設してなることを特徴とする気密型容器の
壁体Ｏ[Claims] (t) A truss frame is installed integrally with the metal plate on both sides of the metal plate, and concrete is filled on both sides of the metal plate so that the metal plate and the truss frame are buried in the concrete. The wall of an airtight container. 2. A plurality of honeycomb T-beams are installed on both sides of the metal plate integrally with the metal plate, and both sides of the metal plate are filled with concrete and the metal plate and honeycomb T-beams are buried in the concrete. Wall O of an airtight container characterized by
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58137232A JPS6034379A (en) | 1983-07-27 | 1983-07-27 | Wall body of airtight type vessel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58137232A JPS6034379A (en) | 1983-07-27 | 1983-07-27 | Wall body of airtight type vessel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6034379A true JPS6034379A (en) | 1985-02-21 |
| JPH0413236B2 JPH0413236B2 (en) | 1992-03-09 |
Family
ID=15193867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58137232A Granted JPS6034379A (en) | 1983-07-27 | 1983-07-27 | Wall body of airtight type vessel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6034379A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5177841U (en) * | 1974-12-16 | 1976-06-19 | ||
| JPS57119068A (en) * | 1981-01-16 | 1982-07-24 | Fujita Corp | Erection of cylindrical bullding and erection unit therefor |
-
1983
- 1983-07-27 JP JP58137232A patent/JPS6034379A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5177841U (en) * | 1974-12-16 | 1976-06-19 | ||
| JPS57119068A (en) * | 1981-01-16 | 1982-07-24 | Fujita Corp | Erection of cylindrical bullding and erection unit therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0413236B2 (en) | 1992-03-09 |
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