JPS6341514B2 - - Google Patents

Info

Publication number
JPS6341514B2
JPS6341514B2 JP56196345A JP19634581A JPS6341514B2 JP S6341514 B2 JPS6341514 B2 JP S6341514B2 JP 56196345 A JP56196345 A JP 56196345A JP 19634581 A JP19634581 A JP 19634581A JP S6341514 B2 JPS6341514 B2 JP S6341514B2
Authority
JP
Japan
Prior art keywords
fuel storage
building
frame
earthquake
storage pipe
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
JP56196345A
Other languages
Japanese (ja)
Other versions
JPS5897696A (en
Inventor
Hiroshi Takahashi
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
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 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

Landscapes

  • Transmission Devices (AREA)
  • Supports For Pipes And Cables (AREA)

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
料貯蔵ラツ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ツクは、臨界又は再臨界の
防止上燃貯蔵ピツチを保持し、地震に対して剛で
あり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ツクとしては第1図に
示すような梁材10を箱型に組みその脚部12を
建屋の床部14中に埋設した固定金具16に取付
けて架台17を構成し、この架台17上に燃料1
8の収納管19を据置し、この収納管19を建屋
の上部20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18を収容する収納管19を
強靭な構造とする必要から、収納管18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17に転倒モーメントが掛るので
転倒防止のため据付脚部12と固定金具16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。
The fuel storage rack for a nuclear reactor must hold a fuel storage pit to prevent criticality or re-criticality, be strong against earthquakes, and have a structure that is light in weight and easy to install from an economic standpoint. is desired. By the way, this type of fuel storage rack is constructed by constructing a box-shaped beam 10 as shown in FIG. 1 and attaching the legs 12 to fixing fittings 16 buried in the floor 14 of the building to form a frame 17. , fuel 1 is placed on this frame 17.
A structure has been proposed in which 8 storage pipes 19 are left in place and the storage pipes 19 are held at the upper part 20 of the building, but this type has the following problems. That is, since the storage pipe 19 that accommodates the new fuel 18 needs to have a strong structure, the lower part of the storage pipe 18 is supported by a frame 17 having a steel frame structure. In addition, since the pedestal 17 has a large cross-sectional constant for each member in order to increase its rigidity, the structure inevitably becomes larger.
Weight also increases. Furthermore, since a horizontal load applied during an earthquake causes an overturning moment to be applied to the pedestal 17, the structure of the installation legs 12 and fixing fittings 16 becomes larger to prevent overturning. In addition, consideration must be given to thermal stress generated in the beams that make up the frame 17.
Installation work is also inconvenient.

そこで、先に述べた難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
貯蔵ラツ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たブラケツトと建屋の
天井部からの懸吊手段とにより吸収させるよう構
成することにより、優れた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
た。
Therefore, we have made repeated improvements with the aim of overcoming the above-mentioned difficulties and providing a nuclear reactor fuel storage rack that is lighter in weight, easier to install, and has an earthquake-resistant structure. It was discovered that by configuring the structure so that both of these effects are absorbed by a bracket installed on the wall of the building and a means of suspending it from the ceiling of the building, it is possible to obtain excellent earthquake resistance while also absorbing thermal displacement due to temperature changes. Ta.

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
ラツ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ため、本発明に係る燃料
貯蔵ラツクの耐震支持構造は、建屋の内壁部の所
定レベルに所定間隔離間して複数のブラケツトを
固着し、これらのブラケツト上に燃料収納管を挿
通する複数の孔部を設けた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それぞれ複数
の懸吊手段により懸吊支持してなり、前記建屋の
頂部よりそれぞれ燃料収納管を挿通すると共にそ
の下端部を前記有孔架台の孔部に挿通し、各燃料
収納管の上端フランジ部を建屋の頂部に係止し、
燃料収納管および架台に加えられる水平荷重をブ
ラケツトに伝達吸収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 comprises fixing a plurality of brackets at a predetermined level on the inner wall of a building at predetermined intervals, and installing fuel storage pipes on these brackets. A perforated frame having a plurality of holes for insertion is hung thereon, and each perforated frame is suspended and supported from the ceiling of the building by a plurality of suspension means, and each fuel storage pipe is connected from the top of the building. and inserting the lower end into the hole of the perforated frame, and locking the upper end flange of each fuel storage pipe to the top of the building;
It is characterized by being constructed so that the horizontal load applied to the fuel storage pipe and the frame is transmitted to and absorbed by the bracket.

次に、この発明に係る燃料貯蔵ラツクの典型的
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2図において、建屋の側壁部22にブラケツ
ト24を所定の間隔で固着し、このブラケツト上
に架台26を掛架し、更にこの架台26を建屋の
天井28からロープ30によつて懸吊固定する。
In FIG. 2, brackets 24 are fixed to the side wall 22 of the building at predetermined intervals, a pedestal 26 is hung on the brackets, and the pedestal 26 is further suspended and fixed from the ceiling 28 of the building with a rope 30. do.

架台26には所定のピツチで孔部32を開口
し、この孔部32に燃料収納管34の下部を挿入
し、更に燃料収納管34の上部を建屋の頂部36
に挿通し、燃料収納管34の上端フランジ部38
により保持する。
A hole 32 is opened at a predetermined pitch in the frame 26, the lower part of the fuel storage pipe 34 is inserted into the hole 32, and the upper part of the fuel storage pipe 34 is inserted into the top 36 of the building.
the upper end flange portion 38 of the fuel storage pipe 34.
Retained by

燃料収納管34内には燃料40を収納しプラグ
42で密閉する。
Fuel 40 is stored in the fuel storage pipe 34 and sealed with a plug 42.

この発明に係る燃料貯蔵ラツクの耐震支持構造
において、燃料収納管34は架台26と建屋の頂
部36とにより2点支持されているので地震時に
おいて、燃料収納管34及び架台26に加えられ
る水平荷重は、架台26を介してブラケツト24
に伝達吸収される。従つて、従来の燃料貯蔵ラツ
クにおける箱型架台の垂直梁部材の曲げ変形が生
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、ブラケツト24及び架台26を
懸吊するロープ30に吸収される。尚、ロープ3
0の使用数を調整することにより架台26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26が浮き上が
ることはない。
In the seismic support structure for a fuel storage rack according to the present invention, since the fuel storage pipe 34 is supported at two points by the pedestal 26 and the top 36 of the building, horizontal loads are applied to the fuel storage pipe 34 and the pedestal 26 during an earthquake. is attached to the bracket 24 via the frame 26.
transmitted and absorbed. Therefore, the natural frequency increases to the extent that no bending deformation occurs in the vertical beam members of the box-shaped frame in the conventional fuel storage rack, which is advantageous in terms of earthquake-resistant structure. Further, the own weight under normal conditions and the vertical load during an earthquake are absorbed by the rope 30 suspending the bracket 24 and the pedestal 26. Furthermore, rope 3
By adjusting the number of zeros used, it is possible to prevent the center of the pedestal 26 from deforming downward due to its own weight, and even in the event of an earthquake, the pedestal 26 will not be lifted up because the gravitational acceleration is greater than the vertical seismic acceleration. do not have.

この発明に係る燃料貯蔵ラツクの耐震支持構造
によれば、先に説明した通り、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並に垂
直荷重は建屋の側壁部に固着されたプラケツト及
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 for a fuel storage rack according to the present invention, as explained above, the legs of the pedestal are unnecessary, and the dead weight of the pedestal and the horizontal and vertical loads during an earthquake are carried by the brackets fixed to the side walls of the building. In addition, the following effects are expected: That is, since the lower part of the fuel storage pipe is directly supported by 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, reducing material and manufacturing costs. 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ツクの
耐震支持構造は、特に新燃料の貯蔵ラツク用とし
て有利に利用されるが、使用済燃料の貯蔵ラツク
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 the drawing]

第1図は従来の燃料貯蔵ラツクの耐震支持構造
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。 22……側壁部、24……ブラケツト、26…
…架台、28……天井、30……ロープ、32…
…孔部、34……燃料収納管、36……頂部、3
8……上端フランジ部、40……燃料、42……
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. 22...Side wall portion, 24...Bracket, 26...
... Frame, 28... Ceiling, 30... Rope, 32...
...hole, 34...fuel storage pipe, 36...top, 3
8... Upper end flange portion, 40... Fuel, 42...
plug.

Claims (1)

【特許請求の範囲】[Claims] 1 建屋の内壁部の所定レベルに所定間隔離間し
て複数のブラケツトを固着し、これらのブラケツ
ト上に燃料収納管を挿通する複数の孔部を設けた
有孔架台を掛架すると共にこの有孔架台を建屋の
天井からそれぞれ複数の懸吊手段により懸吊支持
してなり、前記建屋の頂部よりそれぞれ燃料収納
管を挿通すると共にその下端部を前記有孔架台の
孔部に挿通し、各燃料収納管の上端フランジ部を
建屋の頂部に係止し、燃料収納管および架台に加
えられる水平荷重をブラケツトに伝達吸収するよ
う構成することを特徴とする燃料貯蔵ラツクの耐
震支持構造。
1. A plurality of brackets are fixed at a predetermined level on the inner wall of the building at predetermined intervals, and a perforated frame having a plurality of holes through which fuel storage pipes are inserted is hung on these brackets, and the perforated frame is Each frame is suspended and supported from the ceiling of the building by a plurality of suspension means, and each fuel storage pipe is inserted through the top of the building, and the lower end thereof is inserted into the hole of the perforated frame. An earthquake-resistant support structure for a fuel storage rack, characterized in that the upper end flange of the storage pipe is locked to the top of the building, and the horizontal load applied to the fuel storage pipe and the frame is transmitted to and absorbed by the bracket.
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 JPS5897696A (en) 1983-06-10
JPS6341514B2 true 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
JPS5897696A (en) 1983-06-10

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