JPS5897696A - Aseismic support structure of fuel storage rack - Google Patents

Aseismic support structure of fuel storage rack

Info

Publication number
JPS5897696A
JPS5897696A JP56196345A JP19634581A JPS5897696A JP S5897696 A JPS5897696 A JP S5897696A JP 56196345 A JP56196345 A JP 56196345A JP 19634581 A JP19634581 A JP 19634581A JP S5897696 A JPS5897696 A JP S5897696A
Authority
JP
Japan
Prior art keywords
fuel storage
storage rack
support structure
building
earthquake
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
Application number
JP56196345A
Other languages
Japanese (ja)
Other versions
JPS6341514B2 (en
Inventor
浩 高橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fuji Electric Co Ltd
Original Assignee
Fuji Electric Co Ltd
Fuji Electric Manufacturing Co Ltd
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 by Fuji Electric Co Ltd, Fuji Electric Manufacturing Co Ltd filed Critical Fuji Electric Co Ltd
Priority to JP56196345A priority Critical patent/JPS5897696A/en
Publication of JPS5897696A publication Critical patent/JPS5897696A/en
Publication of JPS6341514B2 publication Critical patent/JPS6341514B2/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

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、原子力発電設備における原子炉燃料貯蔵ラ
ックに関するものであり、殊にその耐震支持構造に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a nuclear reactor fuel storage rack in a nuclear power generation facility, and particularly to an earthquake-resistant support structure thereof.

原子炉の燃料貯蔵ラックは、臨界又は再臨界の防止上燃
料貯蔵ピッチを保持し、地震に対して剛であ抄かつ経済
性の面から重量が軽くしかも据付性に優れた構造のもの
であることが望まれる。ところで、この種の燃料貯蔵ラ
ックとしては第1図に示すような梁材iottiamに
組みその脚部/Jt@屋の床部14I中に埋設し九固定
金具14に取付けて架台/7を構成し、この架台17上
に燃料/1の収納管lりを据置し、この収納管lりt−
嬬一の上部コOで保持する構造のものが提案されている
が、この型式のものには以下のような問題点がある。即
ち、新燃料itを収容する収納管lデを強靭な構造とす
る必要から、収納管itの下部を鉄骨構造の架台17で
支持している。そして、架台17は剛性を高めるため各
部材の断面定数を大きく設定しているから必然的に構造
が大型化し、重量も増大する。更に、地震時に加えられ
る水平荷重により架台/74C転倒モーメントが掛るの
で転倒防止のため据付脚部lコと固定金具/ぶとの構造
が大型化する。また、架台17を構成する梁材に発生す
る熱応力に対する配゛慮も必要であり、据付作業も不便
である。
Nuclear reactor fuel storage racks maintain a fuel storage pitch to prevent criticality or re-criticality, are strong against earthquakes, are lightweight from an economic standpoint, and have a structure that is easy to install. It is hoped that By the way, this type of fuel storage rack is constructed by assembling a beam iottiam as shown in FIG. , a fuel/1 storage pipe is placed on this frame 17, and this storage pipe is
A structure in which it is held by the upper part of the handle has been proposed, but this type has the following problems. That is, since it is necessary to make the storage pipe I which accommodates the new fuel IT have a strong structure, the lower part of the storage pipe I is supported by a frame 17 having a steel frame structure. In addition, since the cross-sectional constant of each member of the frame 17 is set to be large in order to increase the rigidity, the structure inevitably becomes larger and the weight also increases. Furthermore, the horizontal load applied during an earthquake causes a toppling moment of the pedestal/74C, so the structure of the installation legs and fixing fittings/buttons becomes larger to prevent it from tipping over. Further, consideration must be given to thermal stress generated in the beams forming the frame 17, and installation work is also inconvenient.

そこで、先に述べた一点を克服してより軽量でしかも据
付作業性の良好な耐震構造の原子炉燃料貯蔵ラックを提
供することを目的として改良を重ねた結果、地震時に生
ずる水平荷重と垂直荷重とを夫々建屋の壁部に設置し九
ブラケットと建屋の天井部からの懸吊手段とKより吸収
させるよう構成することにより、優れ九耐震性が得られ
然も温度変化による熱変位も吸収できることを突き止め
九。
Therefore, as a result of repeated improvements aimed at overcoming the above-mentioned problem and providing a nuclear reactor fuel storage rack with an earthquake-resistant structure that is lighter in weight and easier to install, we have developed By installing these on the wall of the building and absorbing it from the bracket, suspension means from the ceiling of the building, and K, excellent earthquake resistance can be obtained and thermal displacement due to temperature changes can also be absorbed. Find out 9.

それ故、この発明の目的は、軽量で据付性に優れかつ耐
震性と熱変位許容性とを備えた燃料貯蔵ラックを提供す
るにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a fuel storage rack that is lightweight, easy to install, and has earthquake resistance and thermal displacement tolerance.

前記の目的を達成する為、この発明に係る燃料貯蔵ラッ
クの耐震支持構造は、建屋の内Ilsに所定の間隔で複
数側のブラケットを固着し、このブラケット上に有孔架
台を掛架すると共にこの有孔架台をIa屋の天井から懸
吊支持し、建屋の天井と有孔架台とにより燃料の収納管
を保持するよう構成することを特徴とする。
In order to achieve the above object, the seismic support structure for a fuel storage rack according to the present invention includes fixing brackets on a plurality of sides at predetermined intervals to Ils in a building, suspending a perforated frame on these brackets, and This perforated frame is suspended and supported from the ceiling of the Ia building, and the fuel storage pipe is held by the ceiling of the building and the perforated frame.

有孔架台は、燃料収納管を挿入する為に多数の孔部を所
定の間隔で設けた多孔板から構成される。
The perforated frame is composed of a perforated plate in which a large number of holes are provided at predetermined intervals for inserting fuel storage pipes.

また、架台を懸吊する手段はコもしくはそれ以上の鋼製
ロープからなりこのロープの数を調整することKより架
台中央部が自重により下方へ変形するのを防止する。
Further, the means for suspending the pedestal is comprised of one or more steel ropes, and by adjusting the number of the ropes, the central part of the pedestal is prevented from deforming downward due to its own weight.

この発明の他の目的及び利点は、以下の説明から−1明
らかとなるであろう。
Other objects and advantages of the invention will become apparent from the following description.

次に、この発明に係る燃料貯蔵ラックの典型的な構成例
について図面を参照しながら以下詳細に説明する。
Next, a typical configuration example of the fuel storage rack according to the present invention will be described in detail with reference to the drawings.

第一図において、建屋の側壁部−一にブラケットλ4I
を所定の間隔で固層し、このブラケット上に架台24を
掛架し、更にこの架台−1を建屋の天井コlからロープ
JOによって懸吊固定する。
In Figure 1, a bracket λ4I is attached to the side wall of the building.
are fixed at predetermined intervals, the pedestal 24 is suspended on these brackets, and the pedestal 24 is further suspended and fixed from the ceiling 1 of the building by a rope JO.

架台コロには所定のピッチで孔部32を開口し、この孔
部3コに燃料収納管31の下部を挿入し、更に燃料収納
管3参の上部を建屋の頂部3tに挿通し、燃料収納管3
参の上端7ランジ部31により保持する。
Holes 32 are opened at a predetermined pitch in the frame roller, the lower part of the fuel storage pipe 31 is inserted into these 3 holes, and the upper part of the fuel storage pipe 3 is inserted into the top 3t of the building, and the fuel storage pipe 31 is inserted into the 3 holes. tube 3
It is held by the upper end 7 flange part 31 of the holder.

燃料収納管3ダ内には燃料参〇を収納しプラグ≠2で密
閉する。
Store fuel in the fuel storage pipe 3 and seal it with a plug≠2.

この発明に係る燃料貯蔵ラックの耐震支持構造において
、燃料収納管71は架台λ4とIIallの頂部36と
によりコ点支持されているので地震時において、燃料収
納管3参及び架台コロに加えられる水平荷重は、架台コ
4を介してブラケット、、z+に伝達吸収される。従っ
て、従来の燃料貯蔵ラックにおける箱型架台の垂直梁部
材の曲げ夏形が生じない分だけ固有振動数が増大し耐震
構造上有利となる。また、通常の状態における自重及び
地震時の垂直荷重は、ブラケットλ≠及び架台コ1を懸
吊するロープ30に吸収きれる。尚、ロープ30の使用
数を調整することにより架台コロの中央部が自重により
下方に変形することを防ぐことができ、また地震時にお
いても垂直地震加速度より重力加速度の方が大きいので
架台コtが浮き上がることはない。
In the seismic support structure of the fuel storage rack according to the present invention, the fuel storage pipe 71 is supported by the mount λ4 and the top part 36 of IIall, so that in the event of an earthquake, the horizontal The load is transmitted to and absorbed by the brackets , , z+ via the frame 4. Therefore, the natural frequency is increased to the extent that the vertical beam members of the box-shaped frame in the conventional fuel storage rack are not bent, which is advantageous in terms of earthquake-resistant structure. Further, the own weight in a normal state and the vertical load during an earthquake can be completely absorbed by the bracket λ≠ and the rope 30 suspending the pedestal 1. By adjusting the number of ropes 30 used, it is possible to prevent the central part of the pedestal roller from deforming downward due to its own weight, and even in the event of an earthquake, the gravitational acceleration is greater than the vertical seismic acceleration, so the pedestal roller can be prevented from deforming downward due to its own weight. never rises.

この発明に係る燃料貯蔵ラックの耐震支持構造によれば
、先に説明した逸り、架台の脚部が不要となり架台の自
重及び地震時における水平釜に垂直荷重は建屋の側壁部
に固着されたブラケット及び建屋の天井からの懸吊ロー
プに吸収され併せて次のような効果が期待される。即ち
、燃料収納管の下部を建屋の側面で直接支持することか
ら固有振動数が増大し耐震構造上有利となる。更に、架
台の脚部を構成する為の梁部材が不要となる為、全体と
して軽量となり、材料及び製作コストを減少させる。ま
た、水平地震時において、架台に転倒モーメントがかか
る恐れがない為、転倒防止の配慮が不要となり据付部の
設計が簡単となる。
According to the seismic support structure of the fuel storage rack according to the present invention, the above-described deflection, the legs of the pedestal are unnecessary, and the dead weight of the pedestal and the vertical load on the horizontal pot during an earthquake are fixed to the side wall of the building. It will be absorbed by the bracket and the hanging rope from the ceiling of the building, and the following effects are expected. That is, since the lower part of the fuel storage pipe is directly supported on the side of the building, the natural frequency increases, which is advantageous in terms of earthquake-resistant structure. Furthermore, since there is no need for beam members to constitute the legs of the pedestal, the overall weight is reduced, and material and manufacturing costs are reduced. Furthermore, in the event of a horizontal earthquake, there is no risk of an overturning moment being applied to the pedestal, so there is no need to take precautions to prevent overturning, and the design of the installation part is simplified.

以上説明したこの発明に係る燃料貯蔵ラックの耐震支持
構造は、特に新燃料の貯蔵ラック用として有利に利用さ
れるが、使用済燃料の貯蔵ラック用にも好適に応用でき
ることは勿論である。
The seismic support structure for a fuel storage rack according to the present invention described above is particularly advantageously used for a new fuel storage rack, but it can of course also be suitably applied to a spent fuel storage rack.

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

第1図は従来の燃料貯蔵ラックの耐震支持構造の縦断面
図、第2図はこの発明に係る耐震支持構造の縦断面図で
ある。 ココ・・・側 壁 部  コ参・・・ブラケットコ2・
・・架   台  コt・・・天 井30・・・ロ −
 ブ  3.2・・・孔 部3≠・・・燃料収納管  
3ト・・頂 部31・・・h4フランジ部 弘θ・・・
燃 料IIt2・・・プ ラ グ
FIG. 1 is a longitudinal sectional view of a conventional earthquake-resistant support structure for a fuel storage rack, and FIG. 2 is a longitudinal sectional view of an earthquake-resistant support structure according to the present invention. Here...Side wall part Ko...Bracket 2.
... Frame ... Ceiling 30 ... Low -
3.2...hole part 3≠...fuel storage pipe
3... Top part 31... h4 flange part Hiro θ...
Fuel IIt2...Plug

Claims (1)

【特許請求の範囲】 (1)  建屋の内壁部に所定の間隔で複数個のブラケ
ットを固着し、このブラケット上に有孔架台を掛架する
と共にこの有孔架台を建屋の天井から懸吊支持し、建屋
の天井と有孔架台とにより燃料の収納管を保持するよう
構成することを特徴とする燃料貯蔵ラックの耐震支持構
造。 (2、特許請求の範囲第7項記載の燃料貯蔵ラックの耐
震支持構造において、有孔架台は多孔板からなる燃料貯
蔵ラックの耐震支持構造。 (3)特許請求の範囲第1項記載の燃料貯蔵ラックの耐
震支持構造において、架台の懸吊手段はコもしくはそれ
以上のロープからなる燃料貯蔵ラックの耐震支持構造。
[Claims] (1) A plurality of brackets are fixed to the inner wall of a building at predetermined intervals, a perforated frame is hung on the brackets, and the perforated frame is suspended and supported from the ceiling of the building. An earthquake-resistant support structure for a fuel storage rack, characterized in that the fuel storage pipe is held by the ceiling of a building and a perforated frame. (2. In the seismic support structure for a fuel storage rack as set forth in claim 7, the perforated frame is made of a perforated plate. (3) The fuel storage rack as set forth in claim 1. In the seismic support structure of the fuel storage rack, the means for suspending the pedestal is made of one or more ropes.
JP56196345A 1981-12-08 1981-12-08 Aseismic support structure of fuel storage rack Granted JPS5897696A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56196345A JPS5897696A (en) 1981-12-08 1981-12-08 Aseismic support structure of fuel storage rack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56196345A JPS5897696A (en) 1981-12-08 1981-12-08 Aseismic support structure of fuel storage rack

Publications (2)

Publication Number Publication Date
JPS5897696A true JPS5897696A (en) 1983-06-10
JPS6341514B2 JPS6341514B2 (en) 1988-08-17

Family

ID=16356286

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56196345A Granted JPS5897696A (en) 1981-12-08 1981-12-08 Aseismic support structure of fuel storage rack

Country Status (1)

Country Link
JP (1) JPS5897696A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5552995A (en) * 1978-10-10 1980-04-17 Combustion Eng Nuclear fuel storage device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5552995A (en) * 1978-10-10 1980-04-17 Combustion Eng Nuclear fuel storage device

Also Published As

Publication number Publication date
JPS6341514B2 (en) 1988-08-17

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