WO1982004092A1 - A vibration-damping device - Google Patents

A vibration-damping device Download PDF

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Publication number
WO1982004092A1
WO1982004092A1 PCT/JP1982/000173 JP8200173W WO8204092A1 WO 1982004092 A1 WO1982004092 A1 WO 1982004092A1 JP 8200173 W JP8200173 W JP 8200173W WO 8204092 A1 WO8204092 A1 WO 8204092A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall
seismic
vibration
function
space
Prior art date
Application number
PCT/JP1982/000173
Other languages
French (fr)
Japanese (ja)
Inventor
Jun Toyama
Original Assignee
Jun Toyama
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
Priority claimed from JP56073571A external-priority patent/JPS57189096A/en
Priority claimed from JP56078640A external-priority patent/JPS57195457A/en
Application filed by Jun Toyama filed Critical Jun Toyama
Publication of WO1982004092A1 publication Critical patent/WO1982004092A1/en

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Classifications

    • GPHYSICS
    • G21NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21CNUCLEAR REACTORS
    • G21C13/00Pressure vessels; Containment vessels; Containment in general
    • G21C13/02Details
    • G21C13/024Supporting constructions for pressure vessels or containment vessels
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61GTRANSPORT, PERSONAL CONVEYANCES, OR ACCOMMODATION SPECIALLY ADAPTED FOR PATIENTS OR DISABLED PERSONS; OPERATING TABLES OR CHAIRS; CHAIRS FOR DENTISTRY; FUNERAL DEVICES
    • A61G3/00Ambulance aspects of vehicles; Vehicles with special provisions for transporting patients or disabled persons, or their personal conveyances, e.g. for facilitating access of, or for loading, wheelchairs
    • A61G3/006Means for reducing the influence of acceleration on patients, e.g. suspension systems of platforms
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F5/00Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
    • B61F5/02Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
    • B61F5/22Guiding of the vehicle underframes with respect to the bogies
    • B61F5/24Means for damping or minimising the canting, skewing, pitching, or plunging movements of the underframes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B62LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
    • B62DMOTOR VEHICLES; TRAILERS
    • B62D33/00Superstructures for load-carrying vehicles
    • B62D33/06Drivers' cabs
    • B62D33/0604Cabs insulated against vibrations or noise, e.g. with elastic suspension
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/06Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
    • F16F15/067Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs
    • 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

Definitions

  • the present invention relates to a structure that forms a protective space against what has been lost or destroyed by vibrations.
  • one or two or more suspension devices are interposed in the intermediate space formed by the outer and inner walls of the structure, and the vibration that spreads in three directions in this space is blocked.
  • it relates to a seismic-free structure which is capable of absorbing and forming a protected space in an inner wall maintained in a seismic state.
  • the present invention has solved the above-mentioned problems.
  • the purpose of the present invention is to form an inner wall for forming a protected space into a hollow inside an outer wall via a suspension device. Can be absorbed or cut off in the space formed between the outer wall and the inner wall, and a vibration-free protected space can be realized on the inner wall ⁇
  • Another object of the present invention is to provide a seismic reactor building capable of forming a protection space for a reactor equipment to be housed as a fixed structure.
  • Still another object of the present invention is to provide, as a non-fixed structure, a vibration-free sickroom for an ambulance capable of forming a protection space for a moving patient and a precision medical device. .
  • the present invention relates to:-one or more suspension devices (hereinafter referred to as "ternary devices") capable of blocking or absorbing phlegm in the external wall in three directions.
  • ternary devices capable of blocking or absorbing phlegm in the external wall in three directions.
  • Spending load is used to suspend the inner wall in a hollow space.
  • Pyroquake as a fixed structure 3 ⁇ 4 Reactor building or precision
  • the anti-seismic function is extracted from the reactor equipment and other equipment as a whole, the seismic function is externalized from the reactor equipment and other equipment itself, and the structure is fixed. Sick people, precision medical equipment, and other equipment in moving ambulances as a transfer room for ambulance-free sickrooms for ambulances and other plants, rail cars, ships, airplanes, etc. It is a thing.
  • FIG. 1 is a plan view showing an embodiment of a three-dimensional suspension device ′ used for an earthquake-free structure according to the present invention
  • FIG. 2 is a view taken along the line ⁇ - ⁇ in FIG.
  • Fig. 3 is a plan view showing the principle of construction of the seismic isolated structure according to the present invention
  • Fig. 4 is a longitudinal sectional view taken along the line IV-IV in Fig. 3
  • Fig. 5 is the present invention.
  • FIG. 5 is a vertical new view along the ⁇ line in FIG. 5
  • FIG. 7 is the same.
  • Fig. 8 is a plan view showing another embodiment of the seismic-free reactor building, Fig.
  • Fig. 8 is also a longitudinal sectional view along the same line as Fig. 7, and Fig. 9 is an ambulance using the seismic-free structure according to the present invention.
  • Fig. 10 is a plan view showing the internal structure of a realization of a quake-free sickroom for a patient by breaking a part of it, and Fig. 10 is a longitudinal sectional view taken along the line II-II of Fig. 9.
  • the vibration-free structure according to the present invention is, in principle, a suspension device having a restoring force in three directions.
  • FIG. 1 and FIG. 2 show one embodiment of the ternary suspension device.], Which is disposed on one side of the support a or the support b A first component member (and a second component member (B) disposed on the other side and having a concave surface 1) and rotatably held by the first component forest (A); And the concave surface 1 of the second component member (B).])
  • the contacting sphere 2 and either the first component member (A) or the second component member (B) are supported by the support surface.
  • the elastic suspension device 3 elastically supported on the first component member (A) is slidably held outside the first component member (A), and the second component member (B) is hinged.
  • the holding device 4 of the second component (B) is pressed so that the concave surface 1 of the second component (B) and the ball 2 held by the first component (A) are pressed against each other.
  • Second component And a tensioning device 5 for pulling the material (B) in one direction.
  • the holding device 4 is a supporting shell slidable with respect to the outer periphery of the first component (A).
  • the supporting cylinder ⁇ and the second component member ( ⁇ ) are connected by a plurality of equal-length ring rods 7, and these ring-dedicated 7 is connected at both ends via a universal joint 8, so that the second component ( ⁇ ) maintains contact with the sphere 2 on its concave surface 1. It can be moved in parallel.
  • the three-dimensional suspension mounting amount is such that the first component (.) And the second component ( ⁇ ) are parallel to the holding surface a. And in mutually orthogonal two-dimensional directions, that is, relative to the X or Y direction.
  • FIG. 5 and 4 show the structural principle of the seismic-free structure according to the present invention]), and the inner wall 11 for forming a protection space for the protection inside the outer wall 10 is accommodated.
  • One or more three-dimensional suspension devices 12 are installed between the outer wall 1Q and the inner wall 11 so that the inner wall 11 is hollow inside the outer wall 10.
  • the inside of the space 13 formed between the outer wall 10 and the inner wall 11 is made to be vacuum or atmospheric pressure.
  • the vibration generated outside the outer wall 10 is It is intended to be transmitted into the protected space of the wall 11.
  • FIGS. 5 and 6 show an actual travel example of a seismic-free reactor building as a fixed seismic structure
  • Figs. 7 and 8 show the same external view.
  • This shows another embodiment of a reactor building having a different shape, and has a double-wall structure composed of an outer wall 14 and an inner wall 15.
  • the outer wall 14 is hollowly held by the three-dimensional suspension device 1 ⁇ .
  • the lower part 14a is a three-dimensional base where the lower part 14a has a supporting function and a wall function because it does not generate vibration and inclination due to wind pressure etc. due to external weather changes.
  • the upper part 14 b is configured as a windproof roof having only a light wall function, and is fixed to the ground 18 on the artificial rock 17 through the artificial rock 17.
  • the outer wall 14 is entirely made of steel or steel reinforced concrete, partly steel reinforced concrete)) or steel reinforced concrete.
  • the structure can be combined with the support function and the wall function, such as a steel frame structure (metal structure in the other part), and a three-dimensional suspension directly on the foundation.
  • the inner wall 15 is constructed by applying the current reactor building almost as it is. However, it is possible to appropriately change the position for providing structural consistency when supporting the outer wall 14, for example, the position of a pillar, a and the like. In other words, since the non-seismic reactor building related to the invention has a building scale, its structural mechanical contents are rational and economical, so it is considered as a whole. Must be configured as a consistent structure. In this drawing, the inner wall 15 is configured so that the whole has both the supporting function and the wall function, but it is necessary that the J? Even if it is configured so that it has the same function and the other part has only the wall function, the protective body can be placed on the outer wall with a three-dimensional suspension device.
  • O.VPI Alternatively, it is possible to connect to the foundation and make the inner wall 15 a frame having only a support function without a wall function, or a structure using the inner wall 15. In order to prevent the movement of the outer wall 14 from being transmitted to the inner wall 15, it is ideal to evacuate the space 20 formed between the outer wall 14 and the inner wall 15. It is. However, since the inner wall 15 has a sufficient mass, there is no problem even at normal atmospheric pressure. In addition, as a method of preventing vibrations generated inside, the equipment that is the source of vibrations is supported on a base with a three-dimensional suspension device, or periodic vibration is generated. It must be prevented by not doing so.
  • the inner wall 15 has a structure having only the wall function, it is necessary to evacuate the space 20 between the inner and outer walls, so that the portion can be omitted. However, it is significant when used as a radiation barrier.
  • the outer wall 15 is configured as a steel structure having sufficient seismic strength, and it does not hinder itself even if it vibrates. Sir.
  • the fixed seismic structure can be applied not only to the above seismic reactor building but also to precision factories and other buildings.
  • Fig. 9 and Fig. 10 show the non-stationary vibration-free room for ambulance O as a non-stationary air-tremor structure—an example.) Between the outer wall 24 and the inner wall 250 Then, one or two or more three-dimensional suspension mounts 2 ⁇ are weighed, and the inner wall 25 is suspended in the outer wall 24 in a hollow manner. Space 27 'formed between inner and outer walls
  • the outer wall 24 has a function of supporting the entire inner wall 25 and a function of blocking external weather changes and noise at the same time.
  • the part has both the holding function and the wall function at the same time, and the other part has only the supporting function or the wall function, and further has only the supporting function that is entirely formed by a frame etc. It can be configured as the original.
  • the inner wall 25 also has both a support function to support the protective material and a wall function that plays a role of heat insulation and noise isolation, and a part of the inner wall 25 has the support function and the wall function.
  • the other part has only the supporting function or the wall function, and the other part has only the supporting function that came out of the frame etc.
  • the protection can be directly supported by the three-dimensional suspension device 20 on the outer wall 24, and the inner wall 25 can be omitted.
  • the entrance door is provided with a door 28 and an inner door 29 on the outer wall 24 and the inner wall 25, respectively. By using double doors, it is possible to improve the quality of the interior in terms of spatial functions such as heat insulation and sound.
  • the bed 50 is connected to the inner wall with a three-dimensional suspension device 2 ⁇ .
  • OMPI There are two types of vibration: mainly due to the movement of humans and the operation of the medical device S1.
  • 3 3 is supported on the inner wall 25 by the three-dimensional suspension device 2 ⁇ , and the medical device is operated by the medical device 31. 5 is also prevented by supporting the inner wall 25 with the three-dimensional suspension device 2 ⁇ .
  • S 4 is a vehicle body, and 3 5 is a wheel.
  • Non-stationary 3 ⁇ 4 seismic-free structures can be applied to the formation of protected spaces outside the above-mentioned ambulance sickroom for ambulances, transport trucks and other automobiles, railcars, ships, and aircraft. It is possible.
  • the concrete structure of the non-seismic structure according to the present invention is, as a specific development, to increase the degree of freedom in the construction site of nuclear power generation facilities, precision factories and other buildings, and to lose the function due to vibration.
  • medical equipment that could not be installed in conventional ambulances and could not be installed in ambulances could be installed in ambulances. It can be used for emergency treatment and can be applied to the formation of protected space for railway cars, ships, aircraft, etc.

Abstract

A vibration damping housing containing a suspension device (12) having a damping effect in three planes is installed between an outer wall (10) and an inner wall (11). The suspension device (12) absorbs vibration along the Z-axis through a suspended helical spring (3), and components (B) move in parallel while maintaining contact with a sphere (2) on the recess (1) damping vibration perpendicular to the Z-axis. This structure could be utilized is an atomic reactor housing, a precision instrument factory, a pallet for a patient in an emergency vehicle, or a separate transporting chamber in a vehicle.

Description

明 細 書  Specification
発明の名称  Title of invention
無震動構造物  Seismic structure
技術分野  Technical field
本発明は,、 震動に よ 機能が喪失 した ]? 、 破壊された ) する も のに対する保護空間を形成 して成る構造物に係 The present invention relates to a structure that forms a protective space against what has been lost or destroyed by vibrations.
]? 、 特に構造物の外部壁と 内部壁で形成される 中間空間 内に 1 又は 2 以上のサ ス ペ ン シ ョ ン装置を介在させ、 こ の空間内において三 ^元方向へ波及する震動を遮断又は 吸収し、 内部壁内に無震動状態に維持された保護空間を 形成 し得る よ う に した無震動講造物に関する も のである 背景技術 ]? In particular, one or two or more suspension devices are interposed in the intermediate space formed by the outer and inner walls of the structure, and the vibration that spreads in three directions in this space is blocked. Or, it relates to a seismic-free structure which is capable of absorbing and forming a protected space in an inner wall maintained in a seismic state.
外界に発生する震動を遐新 して内部に収容された保護 対象物を保護するための搆造物と して、 従来か ら 油圧、 空圧又は圧縮コ イ ル ばね等を組み込んで成るサ ス ペ ン シ ョ ン装置を用いて これを懸架させた も のが知られている < しか し従来の耐震動構造 ¾は、 個 々 のサ ス ペ ン シ ョ ン装 置につい てみる と、 夫々 一 ^元方向、 例えば上下方向に 伝播される震動を効果的に教 又して璦衝効果を あげる こ と はで き て も 、 その方向 と II交する方向への震動に対し ては、 十分 锾衝効果を 得る こ とがで きず、 例えば原子 炉設腈を保護するための原子炉建家は、 その耐震性能の 不完全性のために、 保護対象物である原子炉設睛その も のに耐震強度を持えせる とい う よ う 漭決方法を用いて いた。 しか しその様な万法で 全ての設備檨器類に予想 される最大地震に対する強度を持たせなければ ¾ らず、 技術的に も経済的に も大き る困難が伴 う も のであった。 ま た、 病人や精密医療機器の安置を 目的 と した救急車の 空間装置について も 、 完全 耐震動構造の も のは存在せ ず、 重病人の護送に際し、 移動中に生ずる救急草の震動 のために十分な手当を施すこ とがで き るい こ と も 多かつ た。 A suspension that incorporates a hydraulic, pneumatic or compression coil spring as a conventional structure to protect the object housed inside by renewing the vibration generated in the outside world. It is known that the suspension is suspended using a suspension device. <However, the conventional seismic resistant structure ¾ is, in terms of individual suspension devices, one by one. ^ Even though it is possible to effectively learn the vibration propagating in the original direction, for example, in the vertical direction, and achieve a collision effect, it is sufficient for the vibration in the direction that intersects the direction II. Because of the imperfect seismic performance of reactor buildings, for example, reactor buildings to protect reactor installations are not able to achieve opposition effects. The decision method used was to provide seismic strength. However, such equipment is expected to be used for all equipment and equipment. It had to be strong enough to withstand the largest earthquakes that would occur, and it had great technical and economic difficulties. In addition, there is no space device for ambulances for the purpose of laying down sick people or precision medical equipment, and there is no device with a completely seismic resistant structure. In many cases, adequate allowances could be provided.
本発明は、 上記の問題を解決したも のであ ]3 、 その 目 的 とする所は、 保護空間を形成するための内部壁をサス ペ ン シ ョ ン装置を介して外部壁内に中空状に懸架し、 外 部から の震動を外部壁と 内部壁の間に形成される空間内 において吸収又は遐断させ、 内部壁に無震動の保護空間 を実現する こ とがで き る ^震動構造 を提供する こ と に あ 15 、 更に本発明の他の 目的は、 固定的 構造体と して、 収容すべき原子炉用設餹璣器の保護空間を形成し得る無 震動原子炉建家を提供する こ とにあ i? 、 更にま た本発明 の他の 目 的は、 非固定的 構造体と して、 移動中の病人 及び精密医療^器に対する保護空間を形成 し得る救急車 用無震動病室を提供する こ と にある。  The present invention has solved the above-mentioned problems.] [3] The purpose of the present invention is to form an inner wall for forming a protected space into a hollow inside an outer wall via a suspension device. Can be absorbed or cut off in the space formed between the outer wall and the inner wall, and a vibration-free protected space can be realized on the inner wall ^ Another object of the present invention is to provide a seismic reactor building capable of forming a protection space for a reactor equipment to be housed as a fixed structure. To provide i? Still another object of the present invention is to provide, as a non-fixed structure, a vibration-free sickroom for an ambulance capable of forming a protection space for a moving patient and a precision medical device. .
発 明 の 開 示  Disclosure of the invention
す ¾わ ち本発明は、 -外部壁内 三 元方向へ痰及する 震動を遮断又は吸収する こ とがで き る 1 又は 2 以上のサ ス ペ ン シ ョ ン装置 ( 以下 「 三 元サ ス ペ ン シ ョ ン装量 」 とい う 。 ) を用いて内部壁を 中空^に懸架する こ と に よ i? 、 固定的な構造体と しての焦震 ¾原子炉建家又は精密  That is, the present invention relates to:-one or more suspension devices (hereinafter referred to as "ternary devices") capable of blocking or absorbing phlegm in the external wall in three directions. Spending load is used to suspend the inner wall in a hollow space. , Pyroquake as a fixed structure ¾ Reactor building or precision
OMPI 工場等の建造物と して、 全体的 原子炉設備その他の機 器から耐性能を抽出 し、 耐震機能を原子炉設備その他の 機器自体か ら外部化 し、 ま た非固定的 構造体 と しての 救急車用無震動病室その他の草両、 鉄道車両、 船舶、 航 空機等の翰送室 と して、 移動中の救急車における病人及 び精密医療機器その他の設備機器の安置を可能 と したも のである。 OMPI For buildings such as factories, etc., the anti-seismic function is extracted from the reactor equipment and other equipment as a whole, the seismic function is externalized from the reactor equipment and other equipment itself, and the structure is fixed. Sick people, precision medical equipment, and other equipment in moving ambulances as a transfer room for ambulance-free sickrooms for ambulances and other plants, rail cars, ships, airplanes, etc. It is a thing.
図面の簡単る説明  BRIEF DESCRIPTION OF THE DRAWINGS
第 1 図は本発明に係る無震動構造物に用い る三 ^元サ ス ペ ン シ ョ ン装置'の一態様を示す平面図、 第 2 図は第 1 図の Π - Π 線に沿 う 縦断面図、 第 3 図は本発明に係る無 震動構造物の構成原理を示す平面図、 第 4 図は第 3 図の IV - IV線に沿 う 縦断面図、 第 5 図は本発明に係る無震動 構造物を無震動原子炉建家と して実現 した も のを示す平 面図、 第 ό 図は第 5 図 - π線に沿 う 縦新面図、 第 7 図 は同 じ く 無震動原子炉建家の他の実施例を示す平面図.、 第 8 図は同 じ く 第 7 図 線に沿 う 縦断面図で、 第 9 図は本発明に係る無震動構造物を救急車用無震動病室と して実現 した も のの一部を破断 して内部構造を示す平面 図、 第 1 0 図は第 9 図の Χ - Χ線に沿 う 縦断面図である 。  FIG. 1 is a plan view showing an embodiment of a three-dimensional suspension device ′ used for an earthquake-free structure according to the present invention, and FIG. 2 is a view taken along the line Π-Π in FIG. Fig. 3 is a plan view showing the principle of construction of the seismic isolated structure according to the present invention. Fig. 4 is a longitudinal sectional view taken along the line IV-IV in Fig. 3, and Fig. 5 is the present invention. A plan view showing the realization of such a seismic-free structure as a seismic-free reactor building, FIG. 5 is a vertical new view along the π line in FIG. 5, and FIG. 7 is the same. Fig. 8 is a plan view showing another embodiment of the seismic-free reactor building, Fig. 8 is also a longitudinal sectional view along the same line as Fig. 7, and Fig. 9 is an ambulance using the seismic-free structure according to the present invention. Fig. 10 is a plan view showing the internal structure of a realization of a quake-free sickroom for a patient by breaking a part of it, and Fig. 10 is a longitudinal sectional view taken along the line II-II of Fig. 9.
発明を実^するため Ο最良の形態  Best mode for carrying out the invention
本発明を よ ]? 詳細に説明するために、 以下添付図面に 従って説明する。  The present invention will be described in detail with reference to the accompanying drawings.
本発明に係る無震動禱造物は、 原理的には三 ^元方向 に対して復元力を有するサス ペ ン シ ョ ン装置、 するわち  The vibration-free structure according to the present invention is, in principle, a suspension device having a restoring force in three directions.
, OMPI 三 ^元サス ペ ン シ ョ ン 装'置を応用する こ と に よ つて成立 する。 第 1 図及び第 2 図は、 こ の三 元サ ス ペ ン シ ョ ン 装置の一態様を示すも のであ ]? 、 支持体 a 又は被支持体 b のいずれか一方の側に配置された第 1 の構成部材( と、 他方の側に配置され、 凹面 1 を備えた第 2 の構成部材(B) と、 上記第 1 の構成部林 (A)に よ って回転可能に保持され、 かつ第 2 の構成部材(B)の凹面 1 と ころが ]) 接触可能な球 体 2 と、 上記第 1 の構成部材 (A)又は第 2 の構成部材(B)の いずれか一方を支持面 a 上に弾性的に支持する弹性懸架 装置 3 と、 上記第 1 の構成部材 (A)の外側において摺動可 能に保持され、 かつ上記第 2 の構成部材(B)を ヒ ン ジ結合 した第 2 の構成部材(B)の保持装置 4 と、 上記第 2 の構成 部材(B)の凹面 1 と第 1 の構成部材 (A)に保持された球侔 2 とが圧接する よ う に上記第 2 の構成部材 (B)を一方向に引 きつける引張装置 5 とを備えて成る も のであ ]? 、 特に保 持装置 4 は、 第 1 の構成部材 (A)の外周に対して摺動可能 支持シ リ ン ダ ー ό を備え、 こ の支持シ リ ン ダ ー ό と第 2 の構成部材(Β)とは等長の複数の リ ン グ棒 7 に よって結 合され、 これ等の リ ン グ捧 7 は、 夫 々 の両端がュニバ一 サ ル ジ ョ イ ン ト 8 を介して結合され、 而 して第 2 の構成 部材(Β)がその凹面 1 において球体 2 と の接觖を維持し ¾ がち平行移動で き る よ う になっている。 以上の よ う る構 造に よ 、 三次元サ ス ペ ン シ ョ ン装量は、 第 1 の構成部. 材 (Α)と第 2 の構成部材(Β)とが叉持面 a と平行で、 かつ互 いに直交する二^元方向、 すなわ ち X又は Y 方向へ相対 , OMPI It is established by applying the three-dimensional suspension device. FIG. 1 and FIG. 2 show one embodiment of the ternary suspension device.], Which is disposed on one side of the support a or the support b A first component member (and a second component member (B) disposed on the other side and having a concave surface 1) and rotatably held by the first component forest (A); And the concave surface 1 of the second component member (B).]) The contacting sphere 2 and either the first component member (A) or the second component member (B) are supported by the support surface. a The elastic suspension device 3 elastically supported on the first component member (A) is slidably held outside the first component member (A), and the second component member (B) is hinged. The holding device 4 of the second component (B) is pressed so that the concave surface 1 of the second component (B) and the ball 2 held by the first component (A) are pressed against each other. Second component And a tensioning device 5 for pulling the material (B) in one direction.] In particular, the holding device 4 is a supporting shell slidable with respect to the outer periphery of the first component (A). The supporting cylinder ό and the second component member (Β) are connected by a plurality of equal-length ring rods 7, and these ring-dedicated 7 is connected at both ends via a universal joint 8, so that the second component (Β) maintains contact with the sphere 2 on its concave surface 1. It can be moved in parallel. According to the above-described structure, the three-dimensional suspension mounting amount is such that the first component (.) And the second component (Β) are parallel to the holding surface a. And in mutually orthogonal two-dimensional directions, that is, relative to the X or Y direction.
O PI 的にずれを生 じた場合には、 球体 2 が第 2 の構成部材(B) の凹面 1 上を転動するが、 この と き 両者間に求心力が働 いて被支持体 b を原位置へ復帰させよ う とする復元力を 生 じ、 被支持体 b を原位置へ復帰させ、 ま た支持体 a 上 に懸架された被支持体 b の支持面と直交するヱ.方向への 震動は、 弾性懸架装置 5 の例えば叉えばね等の弾性体 9 に よ って遮断又は吸収され、 全体と して X 、 Υ及び Ζ 方 向の三次元方向に対する伸縮を可能にする こ とがで き る も のである。 第 5 図及び第 4 図は本発明に係る無震動構 造物の構造原理を示す も のであ ]) 、 外部壁 1 0 の内部に 保護物に対する保護空間を形成するための内部壁 1 1 を 収容し、 これ等外部壁 1 Q と内部壁 1 1 の間に 1 又は 2 以上の三次元サ ス ペ ン シ ョ ン装置 1 2 を設置 して内部壁 1 1 を外部壁 1 0 内において中空状に懸架 し、 更に外部 壁 1 0 と 内部壁 1 1 の間に形成された空間 1 3 内を真空 又は大気圧とする こ と に よ ]? 外部壁 1 0 の外部に発生す る震動が内部壁 1 1 の保護空間内に伝わ ら ¾い よ う に し た も のである。 O PI When a deviation occurs, the sphere 2 rolls on the concave surface 1 of the second component (B). At this time, a centripetal force acts between the two to move the supported member b to the original position. It generates a restoring force to return, and returns the supported member b to its original position.Also, the vibration in the ヱ direction perpendicular to the supporting surface of the supported member b suspended on the supporting member a The elastic suspension device 5 is cut off or absorbed by the elastic body 9 such as a fork spring, for example, so that the elastic suspension device 5 can expand and contract in the X, Υ, and 三 directions as a whole. That is. FIGS. 5 and 4 show the structural principle of the seismic-free structure according to the present invention]), and the inner wall 11 for forming a protection space for the protection inside the outer wall 10 is accommodated. One or more three-dimensional suspension devices 12 are installed between the outer wall 1Q and the inner wall 11 so that the inner wall 11 is hollow inside the outer wall 10. And the inside of the space 13 formed between the outer wall 10 and the inner wall 11 is made to be vacuum or atmospheric pressure.] The vibration generated outside the outer wall 10 is It is intended to be transmitted into the protected space of the wall 11.
次に本発明に係る無震動構造物の実 ¾態様を説明する。 第 5 図及び苐 ό 図は、 固定的な 震動構造物と しての 無震動原子炉建家の一実旅例を示すも の、 ま た第 7 図及 び第 8 図は同 じ く 外部形状の異る る原子炉建家の他の実 施例を示す も の であ 、 外部壁 1 4 と内 ¾壁 1 5 に よ る 二重壁構造を有 してい る。 外部壁 1 4 は、 三 ^元サスぺ ン シ ヨ ン装置 1 ό に よ って中空状に叉持される 内部壁 15  Next, an embodiment of the vibration-free structure according to the present invention will be described. Figures 5 and 6 show an actual travel example of a seismic-free reactor building as a fixed seismic structure, and Figs. 7 and 8 show the same external view. This shows another embodiment of a reactor building having a different shape, and has a double-wall structure composed of an outer wall 14 and an inner wall 15. The outer wall 14 is hollowly held by the three-dimensional suspension device 1 内部.
OMPI OMPI
、 删 が外部の気象変化によ る風圧等に よ つて震動や傾斜を生 じない よ う にするための も ので、 下側部分 1 4 a が支持 機能と壁体機能を係有する立体基廣と して、 ま た上側部 分 1 4 b が軽量 壁体機能のみを する防風屋根と して 構成されてお ]? 、 人工岩盤 1 7 を介 して岩盤 1 8 上に接 地固定される。 この外部壁 1 4 は、 全体を鉄筋又は鉄骨 鉄筋コ ン ク リ ー ト 造 ]) 、 一部も鉄筋コ ン ク リ ー ト 造 ]) 又 は鉄骨鉄筋コ ン ク リ ー ト 造 ]) と し、 他部を鉄骨造 ( 一設 に金属造 ) と したも の等、 支持接能と壁体機能を併有さ せた構造とする こ とがで き、 また基礎に直接三 元サス ペ ン シ ョ ン装置 1 ό を接铳 し、 外部壁 1 4 と して内部空 間を形成するための簦量な壁体 ¾能のみを する も のを 用 る こ と も で き る。 1 9 は地表面である。 内部壁 1 5 は、 現在の原子炉建家を、 ほぼそのま ま 適用 して構成す る。 ただし、 外部壁 1 4 に支持させる場合の構造的整合 性を持たせるための変更、 例えば柱、 は 等の位置につ いては適宜変更する こ とができ る。 すなわ ち不発明に係 る無震動原子炉建家は、 建築ス ケ ー ルを有する も のであ るか ら、 その構造力学的な内容は、 合理的かつ経済的 ¾ も ので、 全体と して整合的 構造^と して構成されなけ れぱる ら ない。 本旲¾饲図面において内部壁 1 5 は、 全 体が支持裱能と壁 ^ ¾能を併有する も の と して構成され てい るが、 必要に よ J? —部が支持接能 と壁体 能を併有 し、 他部が壁体機能のみを有する よ う に構成 して も 、 ま た保護 体を置接三 ^元サ スペン シ ョ ン装置で外部壁 14 , 删 The lower part 14a is a three-dimensional base where the lower part 14a has a supporting function and a wall function because it does not generate vibration and inclination due to wind pressure etc. due to external weather changes. In addition, the upper part 14 b is configured as a windproof roof having only a light wall function, and is fixed to the ground 18 on the artificial rock 17 through the artificial rock 17. The outer wall 14 is entirely made of steel or steel reinforced concrete, partly steel reinforced concrete)) or steel reinforced concrete. The structure can be combined with the support function and the wall function, such as a steel frame structure (metal structure in the other part), and a three-dimensional suspension directly on the foundation. It is also possible to connect the cushioning device 1, and use a material having only a large wall function for forming an internal space as the external wall 14. 1 9 is the ground surface. The inner wall 15 is constructed by applying the current reactor building almost as it is. However, it is possible to appropriately change the position for providing structural consistency when supporting the outer wall 14, for example, the position of a pillar, a and the like. In other words, since the non-seismic reactor building related to the invention has a building scale, its structural mechanical contents are rational and economical, so it is considered as a whole. Must be configured as a consistent structure. In this drawing, the inner wall 15 is configured so that the whole has both the supporting function and the wall function, but it is necessary that the J? Even if it is configured so that it has the same function and the other part has only the wall function, the protective body can be placed on the outer wall with a three-dimensional suspension device.
O.VPI 又は基礎に接続 し、 内部壁 1 5 は、 壁体機能を持たない 支持機能のみの フ レ ー ム とするか、 又は内部壁 1 5 を用 い ¾い構造とする こ と も 可能である。 外部壁 1 4 の動き が内部壁 1 5 に伝わ ら ない よ う にするためには、 外部壁 1 4 と 内部壁 1 5 の間に形成される空間 2 0 を真空にす る こ と が理想である。 しか し内部壁 1 5 が十分に質量を 有 しているので、 通常の大気圧で も支障は ¾い。 ま た内 部で発生する震動を防 ぐ方法と しては、 震動発生源と な る設備機器を三次元サ ス ペ ン シ ョ ン装置で基盤に支持す るか、 又は周期的振動を発生しない よ う にする こ と によ つて防止する必要がある。 O.VPI Alternatively, it is possible to connect to the foundation and make the inner wall 15 a frame having only a support function without a wall function, or a structure using the inner wall 15. In order to prevent the movement of the outer wall 14 from being transmitted to the inner wall 15, it is ideal to evacuate the space 20 formed between the outer wall 14 and the inner wall 15. It is. However, since the inner wall 15 has a sufficient mass, there is no problem even at normal atmospheric pressure. In addition, as a method of preventing vibrations generated inside, the equipment that is the source of vibrations is supported on a base with a three-dimensional suspension device, or periodic vibration is generated. It must be prevented by not doing so.
なお内部壁 1 5 を壁体 ¾能のみを有する構造 とする場 合に 、 内外二壁間の空間 2 0 を真空にする必要がるい ので.、 その部分を省略する こ とがで き る。 しか し放射能 遮断壁 と して用い る場合 は意味がある。 ま た外部壁 15 は、 耐震強度を十分に有する搆造体と して構成されてお 、 それ自体は震動 して も 障は いので、 必ず しも特 に強い岩盤を持つ土地を必旻と しるい。 固定的 無震動 構造物と しては上記の無震動原子炉建家の外、 精密工場 その他の建家に応用する こ とが可能で ある。  If the inner wall 15 has a structure having only the wall function, it is necessary to evacuate the space 20 between the inner and outer walls, so that the portion can be omitted. However, it is significant when used as a radiation barrier. In addition, the outer wall 15 is configured as a steel structure having sufficient seismic strength, and it does not hinder itself even if it vibrates. Sir. The fixed seismic structure can be applied not only to the above seismic reactor building but also to precision factories and other buildings.
第 9 図及び第 1 0 図は、 非固定的る氣震動構造物 と し ての救急車用無震動病室 O—実施例を示す も のであ Ϊ) 、 外部壁 2 4 と 内部壁 2 5 0間に 1 又は 2 以上の三 ^元サ ス ペ ン シ ョ ン装量 2 ό を ¾量 し、 内部壁 2 5 を外部壁 24 内に中空状に懸架する。 内外二壁間に形成された空間 27'  Fig. 9 and Fig. 10 show the non-stationary vibration-free room for ambulance O as a non-stationary air-tremor structure—an example.) Between the outer wall 24 and the inner wall 250 Then, one or two or more three-dimensional suspension mounts 2 ό are weighed, and the inner wall 25 is suspended in the outer wall 24 in a hollow manner. Space 27 'formed between inner and outer walls
O PI O PI
— WiPO は、 必ず し も 真空である必要はな く 、 通常の救急車の場 合には大気圧で十分る性能を 得る こ とがで き る。 本実施 例に いて外部壁 2 4 は、 全钵が内部壁 2 5 を支える支 持機能 と外部の気象変化や騷音等を遮断する壁体機能を 同時に持つも の と して、 ま た一部が叉持機能と壁体機能 を同時に持ち、 他の部分が支持檨能又は壁体機能のみを 持つも のと して、 更に全体がフ レ ー ム等でで きた支持機 能のみを持つも の と して構成する こ とがで き る。 内部壁 2 5 について も全体が保護物を支える支持機能と断熱や 騷音遮断等の役割を杲たす壁体機能を同時に持つも の と して、 ま た一部が支持機能と壁侔檨能を同時に持ち、 他 の部分が支持接能又は壁体 ¾能のみを持つ も の と して、 更に全体がフ レ ー ム等でで きた支持檨能のみを持つ も の と して、 更にまた外部壁 2 4 に保 ¾ を直接三^元サ ス ペ ン シ ョ ン装置 2 0 で支持 し、 内^壁 2 5 を省略したも の と して構成する こ とがで き る。 に出入口の ドアは、 外部壁 2 4 と 内部壁 2 5 の夫 々 にタ ドア 2 8 と 内 ドア 29 を設ける。 ドアを二重にする こ とに よ って、 断熱、 遐音 等空間機能的な意 において内部 間の質を良 く する こ とがで き る。 内 ¾壁 2 5 内で発生する震動を病人のべッ ド 5 0 に伝わら ない よ う にするために、 べッ ド 5 0 を三 ^元サ ス ペ ン シ ョ ン装置 2 ό で内 壁 2 5 内に支持する c これに よ つてべッ ド 3 0 は外部壁 2 と の間に二重に三 元サ ス ペ ン シ ョ ン装量 2 ό を設 ¾する こ と になるので, 高性能の無震動べッ ドと な る。 内 S ¾ 2 5 内で発生する — WiPO It is not always necessary to use a vacuum, and for an ordinary ambulance, sufficient performance can be obtained at atmospheric pressure. In this embodiment, the outer wall 24 has a function of supporting the entire inner wall 25 and a function of blocking external weather changes and noise at the same time. The part has both the holding function and the wall function at the same time, and the other part has only the supporting function or the wall function, and further has only the supporting function that is entirely formed by a frame etc. It can be configured as the original. The inner wall 25 also has both a support function to support the protective material and a wall function that plays a role of heat insulation and noise isolation, and a part of the inner wall 25 has the support function and the wall function. The other part has only the supporting function or the wall function, and the other part has only the supporting function that came out of the frame etc. In addition, the protection can be directly supported by the three-dimensional suspension device 20 on the outer wall 24, and the inner wall 25 can be omitted. The entrance door is provided with a door 28 and an inner door 29 on the outer wall 24 and the inner wall 25, respectively. By using double doors, it is possible to improve the quality of the interior in terms of spatial functions such as heat insulation and sound. In order to prevent the vibration generated in the inner wall 25 from being transmitted to the bed 50 of the sick, the bed 50 is connected to the inner wall with a three-dimensional suspension device 2 ό. since the 2 Tsutebe' de 3 0 by c to this to support in the 5 is in and the child to set ¾ a three-Motosa scan pen tio NSoryou 2 ό to double between the outer wall 2, It will be a high-performance seismic bed. Occurs within S ¾ 25
OMPI 震動には、 主と して人間の移動に よ る も の と 医療機器 S1 の作動に よ る も のがあるが、 人間の移動に よ る も のに対 しては、 '添乗員用床 3 2 と手す ]? 5 3 と を三次元サ ス へ ° ン シ ヨ ン装置 2 ό で内部壁 2 5 に支持 し、 医療機器 3 1 の作動に よ る も のに対しては医療機器 5 1 を同 じ く 三^ 元サ ス ペ ン シ ョ ン装置 2 ό で内部壁 2 5 に支持する こ と に よって防止させる。 S 4 は車体、 3 5 は車輪である。 非固定的 ¾無震動構造物と しては、 上記の救急車用無震 動病室の外、 輸送用 ト ラ ッ クその他の 自動車、 鉄道車両、 船舶、 航空璣内の保護空間形成に応用する こ とが可能で ある。 OMPI There are two types of vibration: mainly due to the movement of humans and the operation of the medical device S1. 3 3 is supported on the inner wall 25 by the three-dimensional suspension device 2 、, and the medical device is operated by the medical device 31. 5 is also prevented by supporting the inner wall 25 with the three-dimensional suspension device 2 装置. S 4 is a vehicle body, and 3 5 is a wheel. Non-stationary ¾ seismic-free structures can be applied to the formation of protected spaces outside the above-mentioned ambulance sickroom for ambulances, transport trucks and other automobiles, railcars, ships, and aircraft. It is possible.
産業上の利用可能性  Industrial applicability
本発明に係る無震動構造物は、 その具体的 ¾展開 と し て、 原子力発電設備、 精密工場その他の建家の建設立地 の 自 由度を増大させ、 ま た震動のために機能が失 ¾われ た ]? 、 破壤された して従来の救急車には設量で き なか つた医療^器の救急車への設置が可能 と な D 、 程度によ つては走行中の病室内での応急手術、 応急治療を可能に し、 更に鉄道車両、 船舶、 航空機等の保護空間の形成に 適用する こ とがで き る。  The concrete structure of the non-seismic structure according to the present invention is, as a specific development, to increase the degree of freedom in the construction site of nuclear power generation facilities, precision factories and other buildings, and to lose the function due to vibration. However, medical equipment that could not be installed in conventional ambulances and could not be installed in ambulances could be installed in ambulances. It can be used for emergency treatment and can be applied to the formation of protected space for railway cars, ships, aircraft, etc.

Claims

1 Q 請 求 の 範 囲 1 Scope of Q request
1. 外部壁の内部に、 保護物に対する保護空間を形成す るための内部壁を収容し、 これ等外部壁と内部壁の間 に 1 又は 2 以上の三^元サ ス ペ ン シ ョ ン装置を設置し て内部壁を外部壁内において 中空状に懸架し、 外部に 発生する震動を内外二壁間に形成された空間内におい て遮断又は吸収させ得る よ う に したこ とを特徵とする 無震動構造物。  1. Inside the outer wall is housed an inner wall to form a protective space for protection, and one or more three-dimensional suspensions between these outer walls. A special feature is that the device is installed so that the inner wall is suspended in a hollow shape inside the outer wall so that vibrations generated outside can be blocked or absorbed in the space formed between the inner and outer walls. No seismic structure.
2. 内外二壁間に形成された空間内を真空と したこ とを 特徵とする請求の範囲第 1 項記載の無震動搆造物。  2. The non-vibration structure according to claim 1, wherein the space formed between the inner and outer walls is evacuated.
5. 外部壁と この外部壁内に中空状に懸架された内部壁 で構成される構造物を固定的 設備と した こ とを特徵 とする請求の範囲苐 1 項又は第 2 項記載の無震動構造 物 o  5. A non-seismic vibration as claimed in claim 1 or 2, characterized in that a structure consisting of an outer wall and an inner wall suspended inside the outer wall is fixed equipment. Structure o
4. 外部壁と この外部壁内に中空状に懸架された内部壁 で構成される構造物を非固定的な設備と したこ とを特 徵とする請求の範囲第 1 項又は第 2 項記載の無震動構 造物 o  4. Claims 1 or 2, characterized in that the structure composed of the outer wall and the inner wall suspended inside the outer wall is a non-fixed facility. No seismic structure o
5. 構造物が原子炉建家、 精密工場その他の建造物であ る こ とを特徵とする請求の範囲第 δ 項記載の無震動構 适物。  5. The non-seismic structure according to claim δ, wherein the structure is a reactor building, a precision factory, or another structure.
6- 構造物が救急車用の病室又は自動草、 鉄這草両、 船 舶、 航空機等の翰送用保護空間を形成するための構造 物である こ とを特氡とする請求の範囲第 4 項記載の無 震動構造物。 ―.  6- The claim is characterized in that the structure is a structure for forming an ambulance sick room or a protective space for transporting automatic grass, iron crawler, ships, aircraft, etc. The seismic structure described in the section. ―.
OMPI  OMPI
PCT/JP1982/000173 1981-05-18 1982-05-17 A vibration-damping device WO1982004092A1 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
JP81/73571 1981-05-18
JP56073571A JPS57189096A (en) 1981-05-18 1981-05-18 Non-vibration nuclear reactor building
JP56078640A JPS57195457A (en) 1981-05-26 1981-05-26 Vibration free patient room for ambulance car
JP81/78640810526 1981-05-26

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WO1982004092A1 true WO1982004092A1 (en) 1982-11-25

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WO (1) WO1982004092A1 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2553810A1 (en) * 1983-10-20 1985-04-26 Bofors Ab CYLINDRICAL ENCLOSURE FOR EXPLOSION CONFINEMENT
EP0849560A3 (en) * 1996-12-20 1999-05-12 MaK System Gesellschaft mbH Armoured vehicle
WO2005017920A2 (en) * 2003-08-15 2005-02-24 Pebble Bed Modular Reactor (Proprietary) Limited A support arrangement
NL1022430C2 (en) * 2003-01-19 2005-12-14 Edigit B V Internal fixture, for digital reader of X-ray imaging plates, includes electromagnets that are controlled by various linkage and that can function at various currents and voltages
CN1309922C (en) * 2004-12-16 2007-04-11 东南大学 High energy consumption reposition metal damper
EP1832500A3 (en) * 2006-03-06 2008-07-09 CNH Italia S.p.A. Vibration isolator with limited free movement.
CN104775537A (en) * 2015-03-18 2015-07-15 成都绿迪科技有限公司 Damper for building
CN107559373A (en) * 2017-08-08 2018-01-09 武汉理工大学 A kind of stern impulses power attenuating device
CN107839850A (en) * 2017-10-26 2018-03-27 大连理工大学 Suspend from swing anticollision heap cabin

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49128511A (en) * 1973-04-13 1974-12-09
JPS5022678B1 (en) * 1970-01-20 1975-08-01
JPS5192521A (en) * 1975-02-12 1976-08-13
JPS5316191B2 (en) * 1972-05-17 1978-05-30
JPS53144608U (en) * 1977-04-20 1978-11-15
JPS5477532U (en) * 1977-11-11 1979-06-01

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5022678B1 (en) * 1970-01-20 1975-08-01
JPS5316191B2 (en) * 1972-05-17 1978-05-30
JPS49128511A (en) * 1973-04-13 1974-12-09
JPS5192521A (en) * 1975-02-12 1976-08-13
JPS53144608U (en) * 1977-04-20 1978-11-15
JPS5477532U (en) * 1977-11-11 1979-06-01

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2553810A1 (en) * 1983-10-20 1985-04-26 Bofors Ab CYLINDRICAL ENCLOSURE FOR EXPLOSION CONFINEMENT
EP0849560A3 (en) * 1996-12-20 1999-05-12 MaK System Gesellschaft mbH Armoured vehicle
NL1022430C2 (en) * 2003-01-19 2005-12-14 Edigit B V Internal fixture, for digital reader of X-ray imaging plates, includes electromagnets that are controlled by various linkage and that can function at various currents and voltages
WO2005017920A2 (en) * 2003-08-15 2005-02-24 Pebble Bed Modular Reactor (Proprietary) Limited A support arrangement
WO2005017920A3 (en) * 2003-08-15 2005-05-06 Pebble Bed Modular Reactor Pty A support arrangement
US8077824B2 (en) 2003-08-15 2011-12-13 Pebble Bed Modular Reactor (Proprietary) Limited Support arrangement
CN1309922C (en) * 2004-12-16 2007-04-11 东南大学 High energy consumption reposition metal damper
EP1832500A3 (en) * 2006-03-06 2008-07-09 CNH Italia S.p.A. Vibration isolator with limited free movement.
CN104775537A (en) * 2015-03-18 2015-07-15 成都绿迪科技有限公司 Damper for building
CN107559373A (en) * 2017-08-08 2018-01-09 武汉理工大学 A kind of stern impulses power attenuating device
CN107839850A (en) * 2017-10-26 2018-03-27 大连理工大学 Suspend from swing anticollision heap cabin

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