WO2011099200A1 - 原子力施設の建屋の基礎版および原子力施設 - Google Patents
原子力施設の建屋の基礎版および原子力施設 Download PDFInfo
- Publication number
- WO2011099200A1 WO2011099200A1 PCT/JP2010/069727 JP2010069727W WO2011099200A1 WO 2011099200 A1 WO2011099200 A1 WO 2011099200A1 JP 2010069727 W JP2010069727 W JP 2010069727W WO 2011099200 A1 WO2011099200 A1 WO 2011099200A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- containment vessel
- nuclear facility
- building
- basic version
- reactor containment
- Prior art date
Links
Images
Classifications
-
- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21C—NUCLEAR REACTORS
- G21C13/00—Pressure vessels; Containment vessels; Containment in general
- G21C13/02—Details
- G21C13/024—Supporting constructions for pressure vessels or containment vessels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21D—NUCLEAR POWER PLANT
- G21D1/00—Details of nuclear power plant
-
- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21D—NUCLEAR POWER PLANT
- G21D1/00—Details of nuclear power plant
- G21D1/02—Arrangements of auxiliary equipment
-
- 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
-
- 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
- Y02E30/30—Nuclear fission reactors
Definitions
- the present invention relates to a basic version of a building of a nuclear facility which is a foundation of the building of the nuclear facility and a nuclear facility.
- Patent Document 1 describes a nuclear facility having a reactor containment vessel. This nuclear facility has a reactor containment vessel and an equipment room provided below the reactor containment vessel. At this time, a suppression pool is provided inside the reactor containment vessel, and the suppression pool is provided above the equipment room.
- the conventional nuclear facilities have an equipment room and a containment vessel on the basic version. Specifically, since the equipment room is provided above the basic version and below the reactor containment vessel, the equipment room is provided between the basic version and the reactor containment vessel. For this reason, in the conventional nuclear facilities, the height of the reactor containment vessel is increased by the amount of the equipment room above the basic version, and the earthquake resistance is reduced.
- the seismic (isolation) design of the nuclear facility is based on the surface (upper surface) of the foundation plate with sufficient rigidity. The higher the center of gravity of the nuclear facility is, the higher the earthquake resistance (isolation) is. The seismicity is reduced. For this reason, the conventional nuclear power facility has a structure that is weak against vibrations such as earthquakes because the position of the center of gravity increases as the height of the reactor containment vessel increases.
- an object of the present invention is to provide a basic version of a nuclear facility building and a nuclear facility capable of reducing the size of the nuclear facility building disposed on the upper surface while ensuring seismic isolation performance.
- the basic version of the building of the nuclear facility of the present invention comprises a lower basic version provided on the ground, and an upper basic version provided above the lower basic version via a seismic isolation device.
- An equipment room in which equipment can be arranged is provided inside.
- the equipment room can be provided inside the upper base plate. For this reason, some of the plurality of equipment rooms formed in the building of the nuclear facility provided on the basic version can be transferred to the equipment room provided in the upper basic version. For this reason, it is possible to reduce the size of the building of the nuclear facility by relocating the equipment room.
- the equipment room is provided inside the upper base plate, it is not necessary to increase the height of the building as much as the equipment room is provided. For this reason, the building provided on the upper base plate can easily ensure seismic isolation performance.
- a hull configured in a lattice shape with a first reinforcing rib extending in one direction and a second reinforcing rib extending so as to intersect the first reinforcing rib. It is preferable that the structure portion is provided and the equipment room is provided in a space in the base plate partitioned by the first reinforcing rib and the second reinforcing rib.
- the equipment room can be provided in the space in the base plate partitioned by the first reinforcing rib and the second reinforcing rib. For this reason, an equipment room can be provided, without impairing the structural strength of the upper foundation plate obtained by a hull structure part.
- the lower side surface of the upper base plate is flat over the entire surface.
- the nuclear facility of the present invention is characterized by comprising a basic version of the building of the nuclear facility and a reactor containment vessel as a building provided on the upper basic version.
- the equipment room can be provided inside the upper foundation plate
- the building provided on the upper foundation plate can be reduced in size, and the seismic isolation performance of the building can be easily secured. it can.
- a water storage pit capable of storing cooling water is provided inside the reactor containment vessel, and the equipment room located below the water storage pit can pump up the cooling water flowing out of the water storage pit as equipment. It is preferable that a pump is provided, and further includes a first connection pipe that connects the water storage pit and the pump.
- the pumping pump can be disposed in the equipment room below the water storage pit, so that the cooling water stored in the water storage pit can be suitably discharged toward the water pump. Moreover, since the 1st connection piping which connects a water storage pit and a pumping pump can be shortened, the structure of routing of piping can be made simple.
- a reactor is provided inside the reactor containment vessel, and a water supply pump capable of supplying cooling water to the reactor is provided as an equipment in the equipment room located below the reactor. It is preferable to further include a second connection pipe for connecting the water supply pump to the water supply pump.
- the second connection pipe connecting the nuclear reactor and the water supply pump can be shortened.
- the routing configuration can be simplified.
- the reactor containment vessel is provided with a liner plate that covers the inner surface of the internal space defined by the upper base plate and the reactor containment vessel, and the equipment chamber is located outside the liner plate.
- the inside of the reactor containment vessel and the equipment room can be partitioned by the liner plate. For this reason, when the pressure inside the reactor containment vessel rises, the possibility that the atmosphere inside the reactor containment vessel flows into the equipment room can be reduced.
- the building provided on the upper basic plate can be reduced in size and seismically isolated. The performance can be easily secured.
- FIG. 1 is a cross-sectional view of a nuclear facility to which a basic version according to the present embodiment is applied as viewed from the side.
- FIG. 2 is a cross-sectional view of the base plate of FIG. 1 taken along line A-A ′.
- 3 is a partial cross-sectional view around the base plate side of the reactor containment vessel surrounded by a dotted line B in FIG.
- the basic version according to this embodiment is the foundation of the building of the nuclear facility, and has a structure equipped with a seismic isolation device.
- the building of the nuclear facility for example, there are a nuclear reactor containment vessel, a nuclear fuel reprocessing facility, etc., but the case where a nuclear reactor containment vessel and an auxiliary building are applied as the building of the nuclear facility will be described below. .
- FIG. 1 is a cross-sectional view of a nuclear facility to which the basic version according to this embodiment is applied as viewed from the side
- FIG. 2 is a cross-sectional view of the basic version of FIG. 1 cut along the line AA ′.
- the nuclear facility 1 is provided so as to sandwich the basic version 5 provided on the ground 7, the reactor containment vessel 6 provided on the foundation version 5, and the reactor containment vessel 6.
- two auxiliary buildings 8 As shown in FIG. 2, the base plate 5 is formed in a planar view shape, and the reactor containment vessel 6 is disposed at the center of the base plate 5.
- the two auxiliary buildings 8 are disposed at both ends (left and right ends in the drawing) of the base plate 5 with the reactor containment vessel 6 interposed therebetween.
- the reactor containment vessel 6 is integrally composed of a cylindrical portion 15 installed on the base plate 5 and a dome portion 16 disposed on the cylindrical portion 15.
- the cylindrical portion 15 is formed in a cylindrical shape, is formed straight from the base plate 5 side toward the dome portion 16 side, and the dome portion 16 is formed in a hemispherical shape.
- FIG. 3 is a partial cross-sectional view around the base plate side of the reactor containment vessel surrounded by a dotted line B in FIG.
- the wall 10 of the reactor containment vessel 6, that is, the wall 10 of the cylindrical portion 15 and the dome 16 includes a liner plate 20 serving as an inner wall surface, an outer wall steel plate 21 serving as an outer wall surface, A container-side hull structure 22 attached to the inner wall side of the outer wall steel plate 21, and concrete 23 is placed between the liner plate 20 and the outer wall steel plate 21.
- the liner plate 20 is made of a steel plate, and is provided on all inner surfaces of the reactor containment vessel 6 so that the inside of the reactor containment vessel 6 can be kept airtight.
- a plurality of liner anchors 25 arranged in a matrix are attached to the outer wall side of the liner plate 20.
- the plurality of liner anchors 25 can suitably fix the liner plate 20 to the concrete 23 without causing the liner plate 20 to peel from the concrete 23.
- the outer wall steel plate 21 is made of a steel plate, like the liner plate 20, and a container side hull structure portion 22 is attached to the inner wall side of the outer wall steel plate 21 by welding.
- the container-side hull structure portion 22 includes a plurality of horizontal reinforcing ribs 26 arranged so as to extend in the horizontal direction and a plurality of vertical reinforcing ribs arranged so as to extend in the vertical direction (not shown). Are formed in a lattice shape.
- Each horizontal reinforcing rib 26 and each vertical reinforcing rib is configured by using a steel plate having a T-shaped cross section.
- the primary containment system including the nuclear reactor 28 is accommodated in the reactor containment vessel 6 formed as described above, as shown in FIG.
- the nuclear reactor 28 uses light water as a reactor coolant and a neutron moderator to form high-temperature high-pressure water that does not boil over the entire core, and sends this high-temperature high-pressure water to a steam generator to generate steam by heat exchange. Is a pressurized water reactor (PWR) that generates electricity by sending to a turbine generator.
- the reactor containment vessel 6 is provided with a water storage pit 29 capable of storing cooling water used when nuclear fuel is replaced.
- the nuclear reactor 28 is provided at the center of the nuclear reactor containment vessel 6, and the water storage pit 29 is provided so as to surround the periphery of the nuclear reactor 28.
- Each auxiliary building 8 is installed on the base plate 5 adjacent to the reactor containment vessel 6.
- Each auxiliary building 8 is provided with a control room for controlling the nuclear facility 1, a fuel handling room for exchanging nuclear fuel in the nuclear reactor 28, and the like.
- the basic version 5 disposed on the ground 7 will be described.
- the basic version 5 is, for example, a large one having a horizontal length and a vertical length of 80 m to 120 m in a horizontal plane, and is configured such that the reactor containment vessel 6 described above can be installed.
- the base plate 5 includes a lower base plate 30 disposed on the ground 7, an upper base plate 31 disposed above the lower base plate 30 in the vertical direction, a lower base plate 30, and an upper And a plurality of seismic isolation devices 32 interposed between the base plate 31 and the base plate 31.
- the lower foundation plate 30 has a reinforced concrete structure (RC structure) in which reinforcing bars are incorporated.
- the lower base plate 30 is constructed in a rectangular shape or a rectangular shape on the ground 7 that is flatly formed so that the surface (upper surface) thereof is flat.
- the seismic isolation device 32 has a well-known configuration and is provided between the upper surface of the lower base plate 30 and the lower surface of the upper base plate 31.
- the seismic isolation device 32 has a multi-layer seismic isolation structure in which disc-shaped rubber materials and disc-shaped steel plates are alternately laminated, and the lower side is fixed to the upper surface of the lower base plate 30 and the upper side is the upper side. It is fixedly disposed on the lower surface of the base plate 31.
- the upper foundation plate 31 has a steel plate concrete structure (SC structure) in which a foundation-side hull structure portion 41 is incorporated.
- the upper base plate 31 is integrally formed with a lower plate portion 31b facing the lower base plate 30 via a plurality of seismic isolation devices 32 and an upper plate portion 31a provided above the lower plate portion 31b.
- the lower plate portion 31b is formed in a rectangular shape so that the back surface (lower surface) thereof is flat.
- the upper plate portion 31a is formed in a rectangular parallelepiped shape, and is provided at the center of the lower plate portion 31b so as to protrude upward from the upper surface of the lower plate portion 31b. That is, the upper base plate 31 is a stepped base plate having a high center and low end portions.
- the upper foundation plate 31 that is, inside the upper plate portion 31 a, the above-mentioned foundation-side hull structure portion 41, the vessel foundation portion 39 serving as the foundation of the reactor containment vessel 6, and the nuclear facility 1 are used. And a plurality of equipment rooms S that can accommodate the equipment K to be used.
- the vessel base 39 is provided in an annular shape along the reactor containment vessel 6 disposed above (see FIG. 2).
- the thickness of the vessel base portion 39 in the radial direction is thicker than the thickness of the wall 10 of the reactor containment vessel 6.
- the proximal end portion of the reactor containment vessel 6 is provided by being fitted inside the vessel base portion 39.
- a bottom liner plate 50 is disposed on the bottom surface inside the reactor containment vessel 6, that is, on the upper surface of the upper basic plate 31 (upper plate portion 31a) surrounded by the reactor containment vessel 6.
- the bottom liner plate 50 is provided over the entire bottom surface of the reactor containment vessel 6 and is airtightly joined to the liner plate 20 provided on the inner wall of the reactor containment vessel 6 by welding. Thereby, since the inside of the reactor containment vessel 6 is covered with the liner plate 20 and the bottom liner plate 50, the inside of the reactor containment vessel 6 is kept airtight.
- a grout 51 serving as a floor surface in the reactor containment vessel 6 is configured by placing concrete.
- the foundation-side hull structure portion 41 incorporated in the upper foundation plate 31 includes a plurality of transverse reinforcing ribs 42 (first reinforcing ribs) extending in the horizontal direction (left-right direction in the drawing) in the horizontal plane. ) And a plurality of longitudinal reinforcing ribs 43 (second reinforcing ribs) extending in the vertical direction (the vertical direction in the figure) so as to be orthogonal to each transverse reinforcing rib 42.
- Each transverse reinforcing rib 42 and each longitudinal reinforcing rib 43 are configured using a steel plate having a T-shaped cross section.
- a plurality of spaces in the base plate defined by the transverse reinforcing ribs 42 and the longitudinal reinforcing ribs 43 are provided inside the upper plate portion 31a.
- the plurality of device rooms S are formed in a plurality of partitioned basic plate spaces. For this reason, a part of the transverse reinforcing rib 42 and the longitudinal reinforcing rib 43 is used as a wall body that partitions the equipment room S.
- the plurality of equipment chambers S are provided outside the liner plate 20 and the bottom liner plate 50 that hermetically cover the inside of the reactor containment vessel 6.
- Each device room S configured as described above is configured to accommodate various devices K therein.
- an appropriate one is disposed according to the position of the reactor 28 or the water storage pit 29 disposed in the reactor containment vessel 6. .
- the equipment K disposed in each equipment room S an appropriate one is disposed according to the position of the reactor 28 or the water storage pit 29 disposed in the reactor containment vessel 6.
- the equipment K1 inside the container base portion 39, the inside of the upper and lower two equipment rooms S1 disposed on one side in the horizontal direction (the left side in the figure) and the other side in the horizontal direction (the figure in the figure).
- a water pump is provided as equipment K1.
- the pumping pump K1 supplies cooling water to equipment (not shown) provided inside the upper part of the reactor containment vessel 6. For this reason, the total of four equipment rooms S1 are used as pump rooms S1.
- Each pump chamber S1 is located immediately below the water storage pit 29 described above. And the water storage pit 29 is connected to the inflow side of the pumping pump K1 arrange
- the inflow side connection pipe 60 can be shortened, and the piping can be routed easily.
- the above-mentioned installation is connected to the outflow port side of the pumping pump K1 via the outflow side connection piping (illustration omitted).
- the pumping pump K1 stores the sent cooling water through the outflow side connection pipe. Supply to the equipment above the container 6.
- the other equipment chambers S in the vessel base portion 39 also have appropriate equipment according to the position of the equipment disposed inside the reactor containment vessel 6 as described above.
- K is arranged.
- a water supply pump K2 is provided as a device K inside the two central device rooms S2.
- the feed water pump K ⁇ b> 2 supplies cooling water to the nuclear reactor 28.
- the two equipment rooms S2 are respectively used as the pump room S2.
- the reactor 28 is connected to the outlet side of the pump K2 via an outflow side connection pipe (second connection pipe) 62. From the above, since the water supply pump K2 is disposed in the equipment chamber S2 located below the reactor 28, the outflow side connecting pipe 62 can be shortened, and the piping can be routed easily.
- a cooler K3 is provided as a device K inside the two central device rooms S3.
- the two equipment rooms S3 are used as cooling rooms S3, respectively.
- an auxiliary building side passage 68 for going to and from the outside of the auxiliary building 8 through the auxiliary building entrance 66 is provided in the equipment room at the bottom of the auxiliary building 8 provided on the lower plate portion 31b. It is provided in communication with the auxiliary building 8.
- the equipment room side passage 67 and the auxiliary building side passage 68 are provided in a row, and thereby, the equipment room S provided in the upper base plate 31 and the equipment provided in the auxiliary building 8. It enables traffic to and from the room.
- the seismic isolation design when building a building such as the reactor containment vessel 6 and the auxiliary building 8 above the base plate 5 configured as described above will be described.
- the building When performing seismic isolation design, the building generates large vibrations from the upper surface of the base plate 5, so how high the center of gravity of the building above the base plate 5 is, and how much is the mass at the center of gravity of the building It is designed in consideration of whether or not. In this case, since the equipment room S is provided inside the basic version 5, it is not necessary to consider a large vibration.
- the nuclear facility 1 can reduce the size of the auxiliary building 8 by the amount of the equipment room S provided in the upper base plate 31. Moreover, since it is not necessary to provide the equipment chamber S inside the reactor containment vessel 6 as in the prior art, it is not necessary to increase the height of the reactor containment vessel 6 as much as the equipment chamber S is provided. Thereby, since it is not necessary to change the height of the reactor containment vessel 6, higher seismic isolation performance can be ensured. From the above, the nuclear facility 1 can reduce the size of the auxiliary building 8 while ensuring seismic isolation performance.
- the equipment room S can be provided in a space defined by the transverse reinforcing ribs 42 and the longitudinal reinforcing ribs 43. For this reason, the equipment room S can be provided without impairing the structural strength of the upper foundation plate 31 obtained by the foundation side hull structure portion 41.
- the pumping pump K1 can be disposed in the equipment room S1 directly below the water storage pit 29, the cooling water stored in the water storage pit 29 can be suitably discharged toward the water pumping pump K1. Moreover, since the inflow side connection piping 60 which connects the water storage pit 29 and the pumping pump K1 can be shortened, the structure of the piping routing can be simplified.
- the equipment room S can be formed outside the reactor containment vessel 6 covered by the liner plate 20 and the bottom liner plate 50. For this reason, when the pressure inside the reactor containment vessel 6 rises, the possibility that the atmosphere inside the reactor containment vessel 6 flows into the equipment room S can be reduced.
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Architecture (AREA)
- High Energy & Nuclear Physics (AREA)
- General Engineering & Computer Science (AREA)
- Plasma & Fusion (AREA)
- Emergency Management (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Structure Of Emergency Protection For Nuclear Reactors (AREA)
Abstract
Description
5 基礎版
6 原子炉格納容器
7 地盤
8 補助建屋
20 ライナプレート
22 容器側船殻構造部
28 原子炉
29 貯水ピット
30 下部基礎版
31 上部基礎版
32 免震装置
39 容器基礎部
41 基礎側船殻構造部
42 横断補強リブ
43 縦断補強リブ
50 底部ライナプレート
51 グラウト
60 流入側接続配管
62 流出側接続配管
S 機器室
S1 ポンプ室
S2 ポンプ室
S3 冷却室
K 機器
K1 揚水ポンプ
K2 給水ポンプ
K3 冷却器
Claims (7)
- 地盤上に設けられた下部基礎版と、
免震装置を介して前記下部基礎版の上方に設けられた上部基礎版と、を備え、
前記上部基礎版の内部には、機器を配設可能な機器室が設けられていることを特徴とする原子力施設の建屋の基礎版。 - 前記上部基礎版の内部には、
一方向に延設された第1補強リブと、前記第1補強リブに交差して延設された第2補強リブとで格子状に構成された船殻構造部が設けられ、
前記機器室は、前記第1補強リブと前記第2補強リブとで区画された基礎版内空間に設けられていることを特徴とする請求項1に記載の原子力施設の建屋の基礎版。 - 前記上部基礎版の下部側の面は、全面に亘って平坦となっていることを特徴とする請求項1または2に記載の原子力施設の建屋の基礎版。
- 請求項1ないし3のいずれか1項に記載の原子力施設の建屋の基礎版と、
前記上部基礎版上に設けられた建屋としての原子炉格納容器と、を備えたことを特徴とする原子力施設。 - 前記原子炉格納容器の内部には、冷却水を貯留可能な貯水ピットが設けられ、
前記貯水ピットの下方に位置する前記機器室には、前記機器として、前記貯水ピットから流出した前記冷却水を汲み上げ可能な揚水ポンプが設けられ、
前記貯水ピットと前記揚水ポンプとを接続する第1接続配管をさらに備えたことを特徴とする請求項4に記載の原子力施設。 - 前記原子炉格納容器の内部には、原子炉が設けられ、
前記原子炉の下方に位置する前記機器室には、前記機器として、前記原子炉に冷却水を供給可能な給水ポンプが設けられ、
前記原子炉と前記給水ポンプとを接続する第2接続配管をさらに備えたことを特徴とする請求項4または5に記載の原子力施設。 - 前記原子炉格納容器には、前記上部基礎版と前記原子炉格納容器とで区画された内部空間の内面を被覆するライナプレートが設けられ、
前記機器室は、前記ライナプレートの外側にあることを特徴とする請求項4ないし6のいずれか1項に記載の原子力施設。
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010800569614A CN102656643A (zh) | 2010-02-09 | 2010-11-05 | 原子能设施建筑物的基础混凝土板和原子能设施 |
KR1020127014842A KR101397311B1 (ko) | 2010-02-09 | 2010-11-05 | 원자력 시설 건물의 기초판 및 원자력 시설 |
EP10845791.2A EP2535900A4 (en) | 2010-02-09 | 2010-11-05 | FOUNDATION FOR A BUILDING IN A NUCLEAR FACILITY, AND NUCLEAR INSTALLATION |
US13/519,775 US20120288054A1 (en) | 2010-02-09 | 2010-11-05 | Foundation for building in nuclear facility and nuclear facility |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2010-026881 | 2010-02-09 | ||
JP2010026881A JP5627245B2 (ja) | 2010-02-09 | 2010-02-09 | 原子力施設の建屋の基礎版および原子力施設 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2011099200A1 true WO2011099200A1 (ja) | 2011-08-18 |
Family
ID=44367493
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2010/069727 WO2011099200A1 (ja) | 2010-02-09 | 2010-11-05 | 原子力施設の建屋の基礎版および原子力施設 |
Country Status (6)
Country | Link |
---|---|
US (1) | US20120288054A1 (ja) |
EP (1) | EP2535900A4 (ja) |
JP (1) | JP5627245B2 (ja) |
KR (1) | KR101397311B1 (ja) |
CN (1) | CN102656643A (ja) |
WO (1) | WO2011099200A1 (ja) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115045544A (zh) * | 2022-06-08 | 2022-09-13 | 中国核电工程有限公司 | 一种新型核岛非抗震附属厂房布置结构 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5804889B2 (ja) | 2011-10-20 | 2015-11-04 | 三菱重工業株式会社 | 原子炉格納容器の基礎構造 |
JP6132479B2 (ja) * | 2012-06-04 | 2017-05-24 | 三菱重工業株式会社 | 建屋の基礎構造 |
JP6207892B2 (ja) * | 2013-06-24 | 2017-10-04 | 三菱重工業株式会社 | 建屋及び建屋の消火システム |
CN108930343A (zh) * | 2018-07-09 | 2018-12-04 | 哈尔滨工程大学 | 小型核反应堆三维隔震结构 |
JP7071003B2 (ja) * | 2019-07-05 | 2022-05-18 | 東芝エネルギーシステムズ株式会社 | 原子炉建屋冠水装置および原子炉建屋冠水方法 |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0560891A (ja) * | 1991-08-30 | 1993-03-12 | Kajima Corp | 鋼板コンクリート製原子炉格納容器及びその構築方法 |
JPH07218676A (ja) * | 1994-01-31 | 1995-08-18 | Ishikawajima Harima Heavy Ind Co Ltd | 原子炉格納容器 |
JPH08194087A (ja) * | 1995-01-19 | 1996-07-30 | Hitachi Ltd | 原子炉設備 |
JPH10282285A (ja) * | 1997-04-10 | 1998-10-23 | Toshiba Corp | 原子炉建屋 |
JPH10282284A (ja) | 1997-04-10 | 1998-10-23 | Toshiba Corp | 原子力発電施設 |
JPH112687A (ja) * | 1997-06-13 | 1999-01-06 | Ishikawajima Harima Heavy Ind Co Ltd | 原子炉格納容器 |
JP2000002783A (ja) * | 1998-06-15 | 2000-01-07 | Mitsubishi Heavy Ind Ltd | 建屋の三次元免震構造 |
JP2000265479A (ja) * | 1999-03-16 | 2000-09-26 | Kajima Corp | 構造物の基礎構造 |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3091582A (en) * | 1958-10-28 | 1963-05-28 | Atomic Energy Authority Uk | Nuclear reactor systems |
NL113562C (ja) * | 1959-02-24 | |||
US3318780A (en) * | 1963-03-20 | 1967-05-09 | Siemens Ag | Pressure-proof completely enclosed reactor containment structure |
GB1081673A (en) * | 1963-12-16 | 1967-08-31 | Atomic Energy Authority Uk | Improvements in or relating to pressurised nuclear reactor installations |
US3556941A (en) * | 1966-05-30 | 1971-01-19 | Taisei Corp | Process and apparatus for treating air contaminated with radioactivity |
US3454466A (en) * | 1967-12-29 | 1969-07-08 | Atomic Energy Commission | Nuclear reactor containment system for metropolitan sites |
US3577862A (en) * | 1968-07-12 | 1971-05-11 | Blaw Knox Co | Composite precompressed grating structure |
US3649451A (en) * | 1968-09-23 | 1972-03-14 | Westinghouse Electric Corp | Nuclear reactor containment system |
US3937651A (en) * | 1971-05-21 | 1976-02-10 | Siemens Aktiengesellschaft | Nuclear reactor facility |
DK140617B (da) * | 1972-09-11 | 1979-10-08 | Siemens Ag | Atomkraftværk med en af en skalkonstruktion omgivet sikkerhedsbeholder. |
US4080256A (en) * | 1974-10-31 | 1978-03-21 | Westinghouse Electric Corporation | Nuclear reactor apparatus |
FR2311388A1 (fr) * | 1975-05-12 | 1976-12-10 | Commissariat Energie Atomique | Dispositif de supportage d'une chaudiere nucleaire |
JPS6092571A (ja) * | 1983-10-27 | 1985-05-24 | 藤田 隆史 | 構造物の免震装置 |
FR2603130B1 (fr) * | 1986-08-21 | 1988-11-10 | Framatome Sa | Radier pour enceinte de confinement de reacteur nucleaire |
US4949363A (en) * | 1987-09-10 | 1990-08-14 | Westinghouse Electric Corp. | Bottom supported liquid metal nuclear reactor |
US5610962A (en) * | 1995-09-22 | 1997-03-11 | General Electric Company | Construction of nuclear power plants on deep rock overlain by weak soil deposits |
JP3480899B2 (ja) * | 1998-02-26 | 2003-12-22 | 株式会社日立製作所 | タービン建屋 |
US6160864A (en) * | 1999-03-05 | 2000-12-12 | General Electric Company | Seismic isolators |
JP2006145392A (ja) * | 2004-11-19 | 2006-06-08 | Shimizu Corp | 原子力プラント |
JP5713552B2 (ja) * | 2009-10-30 | 2015-05-07 | 三菱重工業株式会社 | 原子力施設の建屋の基礎版および基礎版の建造方法 |
-
2010
- 2010-02-09 JP JP2010026881A patent/JP5627245B2/ja active Active
- 2010-11-05 WO PCT/JP2010/069727 patent/WO2011099200A1/ja active Application Filing
- 2010-11-05 CN CN2010800569614A patent/CN102656643A/zh active Pending
- 2010-11-05 EP EP10845791.2A patent/EP2535900A4/en not_active Withdrawn
- 2010-11-05 KR KR1020127014842A patent/KR101397311B1/ko active IP Right Grant
- 2010-11-05 US US13/519,775 patent/US20120288054A1/en not_active Abandoned
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0560891A (ja) * | 1991-08-30 | 1993-03-12 | Kajima Corp | 鋼板コンクリート製原子炉格納容器及びその構築方法 |
JPH07218676A (ja) * | 1994-01-31 | 1995-08-18 | Ishikawajima Harima Heavy Ind Co Ltd | 原子炉格納容器 |
JPH08194087A (ja) * | 1995-01-19 | 1996-07-30 | Hitachi Ltd | 原子炉設備 |
JPH10282285A (ja) * | 1997-04-10 | 1998-10-23 | Toshiba Corp | 原子炉建屋 |
JPH10282284A (ja) | 1997-04-10 | 1998-10-23 | Toshiba Corp | 原子力発電施設 |
JPH112687A (ja) * | 1997-06-13 | 1999-01-06 | Ishikawajima Harima Heavy Ind Co Ltd | 原子炉格納容器 |
JP2000002783A (ja) * | 1998-06-15 | 2000-01-07 | Mitsubishi Heavy Ind Ltd | 建屋の三次元免震構造 |
JP2000265479A (ja) * | 1999-03-16 | 2000-09-26 | Kajima Corp | 構造物の基礎構造 |
Non-Patent Citations (1)
Title |
---|
See also references of EP2535900A4 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115045544A (zh) * | 2022-06-08 | 2022-09-13 | 中国核电工程有限公司 | 一种新型核岛非抗震附属厂房布置结构 |
Also Published As
Publication number | Publication date |
---|---|
US20120288054A1 (en) | 2012-11-15 |
JP5627245B2 (ja) | 2014-11-19 |
KR101397311B1 (ko) | 2014-05-23 |
JP2011163927A (ja) | 2011-08-25 |
KR20120091340A (ko) | 2012-08-17 |
CN102656643A (zh) | 2012-09-05 |
EP2535900A4 (en) | 2015-10-28 |
EP2535900A1 (en) | 2012-12-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5627245B2 (ja) | 原子力施設の建屋の基礎版および原子力施設 | |
US4080256A (en) | Nuclear reactor apparatus | |
KR101665353B1 (ko) | 수동형 원자로 격납보호시스템 | |
CN101465167A (zh) | 核反应堆安全壳及使用了其的核能发电设备 | |
US10720249B2 (en) | Passive reactor cooling system | |
US20080037696A1 (en) | Reactor containment vessel | |
KR101743911B1 (ko) | 냉각재 분실 사고 원자로 냉각시스템 | |
US11935663B2 (en) | Control rod drive system for nuclear reactor | |
US20210210242A1 (en) | Air-cooled condenser, method for forming an axial flow baffle for a heat exchanger and/or method of cooling high level radioactive waste | |
US6745533B2 (en) | Building and construction method therefor | |
JP2013249711A (ja) | 建屋の基礎構造 | |
JP6021317B2 (ja) | 使用済燃料ラックの補強構造 | |
JP5358516B2 (ja) | 原子炉格納容器の建設方法 | |
CN108885910B (zh) | 汽轮机建筑物及核电站 | |
JP2010160061A (ja) | 原子炉建屋及びその建設工法 | |
JP2004085234A (ja) | 原子炉格納設備 | |
JP2016090408A (ja) | 原子炉格納容器 | |
CN115527695A (zh) | 一种安全壳 | |
JP2007528001A (ja) | 原子力発電所の加圧水型原子炉の圧力容器の製造方法、原子力発電所の加圧水型原子炉の圧力容器、および前記用途に用いる複数壁を有する圧力容器の使用 | |
CN118098651A (zh) | 海上核电平台及海上核电平台反应堆舱布置结构 | |
JP2018194350A (ja) | タンク型原子炉構造 | |
JP3658510B2 (ja) | 原子炉格納容器 | |
RU2075124C1 (ru) | Ядерная энергетическая установка | |
JP5916575B2 (ja) | 燃料貯蔵ラックの補強方法および燃料貯蔵ラック | |
CN116364317A (zh) | 一种水箱支撑装置 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WWE | Wipo information: entry into national phase |
Ref document number: 201080056961.4 Country of ref document: CN |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 10845791 Country of ref document: EP Kind code of ref document: A1 |
|
ENP | Entry into the national phase |
Ref document number: 20127014842 Country of ref document: KR Kind code of ref document: A |
|
REEP | Request for entry into the european phase |
Ref document number: 2010845791 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2010845791 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 13519775 Country of ref document: US |
|
NENP | Non-entry into the national phase |
Ref country code: DE |