JPS6315834Y2 - - Google Patents

Info

Publication number
JPS6315834Y2
JPS6315834Y2 JP1981165289U JP16528981U JPS6315834Y2 JP S6315834 Y2 JPS6315834 Y2 JP S6315834Y2 JP 1981165289 U JP1981165289 U JP 1981165289U JP 16528981 U JP16528981 U JP 16528981U JP S6315834 Y2 JPS6315834 Y2 JP S6315834Y2
Authority
JP
Japan
Prior art keywords
plates
steel plates
steel
pool
stainless steel
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
Application number
JP1981165289U
Other languages
Japanese (ja)
Other versions
JPS5869297U (en
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 filed Critical
Priority to JP1981165289U priority Critical patent/JPS5869297U/en
Publication of JPS5869297U publication Critical patent/JPS5869297U/en
Application granted granted Critical
Publication of JPS6315834Y2 publication Critical patent/JPS6315834Y2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】 本考案は核燃料貯蔵プールに関する。[Detailed explanation of the idea] The present invention relates to nuclear fuel storage pools.

第1図に示すものは側壁1Aと底スラブ1Bと
からなる核燃料貯蔵プール1であつて、従来のプ
ール1は鉄筋コンクリート構造で、漏水を完全に
防ぐため、そのコンクリート内面にステンレス鋼
板のライナーを二重に設けている。しかしコンク
リート内面にステンレス鋼板を平滑に取付けるた
めには高度の技術を要し、多大な建設費用がかか
るという難点がある。
What is shown in Fig. 1 is a nuclear fuel storage pool 1 consisting of a side wall 1A and a bottom slab 1B.The conventional pool 1 has a reinforced concrete structure, and in order to completely prevent water leakage, a stainless steel plate liner is placed on the inner surface of the concrete. It is heavily set up. However, in order to smoothly attach stainless steel plates to the inner surface of concrete, advanced technology is required and construction costs are high.

そこで本考案はかかる難点を解消した核燃料貯
蔵プールを提供するものであつて、その特徴とす
るところは互いに平行する一対の鋼板と、該両鋼
板間に互いに交差する方向に複数配設された隔板
及びずれ止め部材と、両鋼板間に充填されたコン
クリートとからなる複合パネルを複数組合せて構
成し、上記両鋼板のうち、少なくともプール内面
側に位置する鋼板をステンレス鋼としたことにあ
る。
Therefore, the present invention provides a nuclear fuel storage pool that solves these difficulties, and its features include a pair of parallel steel plates, and a plurality of gaps arranged between the two steel plates in a direction that intersects with each other. It is constructed by combining a plurality of composite panels consisting of plates, anti-slip members, and concrete filled between both steel plates, and of the above-mentioned steel plates, at least the steel plate located on the inner surface of the pool is made of stainless steel.

以下、本考案の一実施例を第2図に基づいて説
明する。第2図に示すものは核燃料貯蔵プール1
を構成する複合パネル2であつて、次のものから
構成されている。すなわち互いに平行する一対の
ステンレス製鋼板3,4と、該両鋼板3,4間に
配設された複数のステンレス製縦隔板5およびス
テンレス製横隔板6と、両鋼板3,4の互いに対
向する面に適当間隔ごとに固着された複数のステ
ンレス製縦ずれ止め部材7およびステンレス製横
ずれ止め部材8と、両鋼板3,4間に充填された
コンクリート9とからなる。10は両隔板5,6
に形成された連通穴である。
An embodiment of the present invention will be described below with reference to FIG. What is shown in Figure 2 is nuclear fuel storage pool 1.
The composite panel 2 is composed of the following: That is, a pair of stainless steel plates 3 and 4 that are parallel to each other, a plurality of stainless steel medial plates 5 and stainless steel transverse plates 6 disposed between the two steel plates 3 and 4, and a plurality of stainless steel plates 3 and 4 that are parallel to each other. It consists of a plurality of stainless steel vertical slip prevention members 7 and stainless steel lateral slip prevention members 8 fixed at appropriate intervals on opposing surfaces, and concrete 9 filled between both steel plates 3 and 4. 10 is both partition plates 5 and 6
This is a communicating hole formed in the

上記構成において、予め工場で製作された多数
の複合パネル2を現場まで運搬し、その現場で各
パネル2を組合せてプール1の側壁1Aと底スラ
ブ1Bとを形成すればよい。
In the above configuration, a large number of composite panels 2 manufactured in advance at a factory are transported to the site, and the panels 2 are assembled at the site to form the side wall 1A and bottom slab 1B of the pool 1.

上記実施例では、両鋼板3,4、隔板5,6お
よびずれ止め部材7,8をすべてステンレス製と
したが、少なくともプール内面側に位置する鋼板
≪3または4≫をステンレス鋼とすればよい。
In the above embodiment, both steel plates 3, 4, partition plates 5, 6, and anti-slip members 7, 8 are all made of stainless steel, but if at least the steel plate <<3 or 4>> located on the inner surface of the pool is made of stainless steel. good.

以上述べたごとく本考案の核燃料貯蔵プールに
よれば、互いに平行する一対の鋼板と、該両鋼板
間に互いに交差する方向に複数配設された隔板及
びずれ止め部材と、両鋼板間に充填されたコンク
リートとからなる複合パネルを複数組合せて構成
し、上記両鋼板のうち、少なくともプール内面側
に位置する鋼板をステンレス鋼としたから、上記
複合パネルを予め工場で製作し、その製作した複
数のパネルを現場で組合せて素早く核燃料貯蔵プ
ールを建設することができるものであつて、コン
クリート打設用型枠が不必要で、プールの寸法精
度を高く維持することができ、組合せて接合する
だけでよいので工法は非常に簡単で、しかも建設
工程も大幅に短縮することができ、漏水も完全に
防止し得、さらに複合パネルは、両側の鋼板及び
隔板は引張部材として働く一方、内部のコンクリ
ートが圧縮部材として働き、あたかもトラス構造
部材のような働きをし、強度および変形性能に優
れる構造部材であることから、従来のものに比べ
てより優れた耐震性を有している。
As described above, according to the nuclear fuel storage pool of the present invention, a pair of steel plates parallel to each other, a plurality of partition plates and anti-slip members arranged in a direction intersecting each other between the two steel plates, and a filling material between the two steel plates are provided. It is constructed by combining a plurality of composite panels consisting of concrete and concrete, and of the two steel plates, at least the steel plate located on the inner surface of the pool is made of stainless steel. It is possible to quickly construct a nuclear fuel storage pool by assembling panels on site, eliminating the need for formwork for concrete pouring, maintaining high dimensional accuracy of the pool, and simply combining and joining them. The construction method is very simple, and the construction process can be greatly shortened, and water leakage can be completely prevented.Furthermore, in the composite panel, the steel plates and partition plates on both sides act as tension members, while the internal Concrete acts as a compression member, acting like a truss structural member, and is a structural member with excellent strength and deformation performance, so it has better earthquake resistance than conventional ones.

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

第1図は核燃料貯蔵プールの概略縦断面図、第
2図は本考案の一実施例を示す複合パネルの一部
切欠き斜視図である。 1……核燃料貯蔵プール、2……複合パネル、
3……鋼板、4……鋼板、5……縦隔板、6……
横隔板、9……コンクリート。
FIG. 1 is a schematic vertical sectional view of a nuclear fuel storage pool, and FIG. 2 is a partially cutaway perspective view of a composite panel showing an embodiment of the present invention. 1... Nuclear fuel storage pool, 2... Composite panel,
3... steel plate, 4... steel plate, 5... mediastinum plate, 6...
Diaphragm, 9... concrete.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 互いに平行する一対の鋼板と、該両鋼板間に互
いに交差する方向に複数配設された隔板及びずれ
止め部材と、両鋼板間に充填されたコンクリート
とからなる複合パネルを複数組合せて構成し、上
記両鋼板のうち、少なくともプール内面側に位置
する鋼板をステンレス鋼としたことを特徴とする
核燃料貯蔵プール。
It is constructed by combining a plurality of composite panels consisting of a pair of steel plates parallel to each other, a plurality of partition plates and anti-slip members arranged between the two steel plates in a direction crossing each other, and concrete filled between the two steel plates. . A nuclear fuel storage pool, wherein at least the steel plate located on the inner surface side of the pool is made of stainless steel.
JP1981165289U 1981-11-04 1981-11-04 nuclear fuel storage pool Granted JPS5869297U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1981165289U JPS5869297U (en) 1981-11-04 1981-11-04 nuclear fuel storage pool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1981165289U JPS5869297U (en) 1981-11-04 1981-11-04 nuclear fuel storage pool

Publications (2)

Publication Number Publication Date
JPS5869297U JPS5869297U (en) 1983-05-11
JPS6315834Y2 true JPS6315834Y2 (en) 1988-05-06

Family

ID=29957492

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1981165289U Granted JPS5869297U (en) 1981-11-04 1981-11-04 nuclear fuel storage pool

Country Status (1)

Country Link
JP (1) JPS5869297U (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS504497U (en) * 1973-05-11 1975-01-17
JPS5548023U (en) * 1978-09-22 1980-03-29
JPS5516423B2 (en) * 1972-11-03 1980-05-01
JPS5595897A (en) * 1979-01-17 1980-07-21 Oe Kogyo Kk Pool lining method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5516423U (en) * 1978-07-19 1980-02-01

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5516423B2 (en) * 1972-11-03 1980-05-01
JPS504497U (en) * 1973-05-11 1975-01-17
JPS5548023U (en) * 1978-09-22 1980-03-29
JPS5595897A (en) * 1979-01-17 1980-07-21 Oe Kogyo Kk Pool lining method

Also Published As

Publication number Publication date
JPS5869297U (en) 1983-05-11

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