JPH04105647U - Seismic isolation support device for structures - Google Patents

Seismic isolation support device for structures

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Publication number
JPH04105647U
JPH04105647U JP1587791U JP1587791U JPH04105647U JP H04105647 U JPH04105647 U JP H04105647U JP 1587791 U JP1587791 U JP 1587791U JP 1587791 U JP1587791 U JP 1587791U JP H04105647 U JPH04105647 U JP H04105647U
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JP
Japan
Prior art keywords
seismic isolation
support
isolation device
structures
restraint
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP1587791U
Other languages
Japanese (ja)
Other versions
JP2568681Y2 (en
Inventor
彰規 湯室
宏之 峯松
Original Assignee
石川島播磨重工業株式会社
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Priority to JP1991015877U priority Critical patent/JP2568681Y2/en
Publication of JPH04105647U publication Critical patent/JPH04105647U/en
Application granted granted Critical
Publication of JP2568681Y2 publication Critical patent/JP2568681Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 地震などの衝撃力の作用によって構造物が損
傷するのを防止する。 【構成】 構造物1と支持体2との間にバネなどの弾性
体からなる免震装置5を配設し、該免震装置5を圧縮し
た状態で構造物1と支持体2との間に、免震装置5の弾
性力を拘束し、且つ所要以上の衝撃力の作用によって免
震装置5の拘束された弾性力を解除する拘束具13を配
設してなっている。
(57) [Summary] [Purpose] To prevent structures from being damaged by impact forces such as earthquakes. [Structure] A seismic isolation device 5 made of an elastic body such as a spring is disposed between the structure 1 and the support 2, and when the seismic isolation device 5 is compressed, the seismic isolation device 5 is installed between the structure 1 and the support 2. A restraining device 13 is disposed to restrain the elastic force of the seismic isolation device 5 and release the restrained elastic force of the seismic isolation device 5 by applying an impact force greater than required.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は構造物の免震支持装置に関するものである。 The present invention relates to a seismic isolation support device for a structure.

【0002】0002

【従来の技術】[Conventional technology]

例えば、図5に示す如き海洋上で作業を行う石油掘削基地などの海洋作業台の ような構造物aには、クレーン、ボーリング装置、杭打ち機など各種の機械が搭 載されており、それらを用いて安全に作業を行うためには前記構造物aを確実に 固定する必要がある。 For example, as shown in Figure 5, offshore work platforms such as oil drilling bases that perform work on the ocean Structure a is equipped with various types of machinery such as cranes, boring equipment, and pile drivers. In order to work safely using them, it is necessary to ensure that the structure a It needs to be fixed.

【0003】 そのため前記構造物aは、海底へ貫入固定させた支持体bに対して、自身の浮 力に抗してシリンダやウインチなどを用いて所要量、海面cから沈み込ませた状 態に支持することにより拘束するようにしている。0003 Therefore, the structure a has its own floating structure with respect to the support b that penetrates into the seabed and is fixed. The required amount is sunk from the sea surface c using cylinders, winches, etc. against the force. It is used to restrain the body by supporting the body in a stable manner.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

しかしながら、上述した如く構造物aを拘束した状態で支持すると、例えば地 震が発生した場合に海底の振動が海底に固定された支持体bを介して海面上の構 造物aに直接伝わることになる。 However, if structure a is supported in a restrained state as described above, for example, When an earthquake occurs, the vibrations of the seabed are transmitted to the structures on the sea surface via supports b fixed to the seabed. It will be transmitted directly to creation a.

【0005】 これに対し、海底の振動が海水へ伝わる速さは遅いので、海上における構造物 a及び支持体bの振動と海水の振動とに大きな差が生じ、そのために構造物a及 び支持体bに大きな負荷がかかり構造物a及び支持体bを損傷してしまうという 問題を有していた。[0005] On the other hand, the speed at which vibrations from the seabed are transmitted to seawater is slow, so structures on the sea There is a large difference between the vibrations of structures a and support b and the vibrations of the seawater, which causes It is said that a large load will be applied to structure a and support b, damaging structure a and support b. I had a problem.

【0006】 又、この問題を解決しようとして支持体bと構造物aとの間に免震装置を備え ることも考えられているが、免震装置を設置すると、通常時に機械等の重量物の 設置により構造物aが傾いたり、波浪によって揺動するなどの問題を生じ、構造 物aを確実に支持することができなくなってしまう。[0006] In addition, in an attempt to solve this problem, a seismic isolation device was installed between support body b and structure a. However, if a seismic isolation device is installed, heavy objects such as machinery can be Installation may cause problems such as structure a tilting or shaking due to waves, and the structure It becomes impossible to reliably support object a.

【0007】 又、地上において構造物を支持体によって支持する場合には、構造物と支持体 との間にバネなどの弾性体による免震装置を介在させることが考えられているが 、通常の状態のときに、構造物上に重量物を搭載すると免震装置の弾性力によっ て構造物が傾いたり上下方向、横方向への揺れが生じる等実際に使用されるには 種々の問題を有している。[0007] In addition, when supporting a structure on the ground with a support, the structure and support It has been considered to interpose a seismic isolation device using an elastic body such as a spring between the Under normal conditions, when a heavy object is mounted on a structure, the elastic force of the seismic isolation device In actual use, the structure may tilt or shake vertically or horizontally. It has various problems.

【0008】 本考案は、斯かる実情に鑑みてなしたもので、地震などの衝撃力によって構造 物が損傷するのを防止し得る構造物の免震支持装置を提供することを目的として いる。[0008] This invention was devised in view of the above-mentioned circumstances. For the purpose of providing a seismic isolation support device for structures that can prevent objects from being damaged. There is.

【0009】[0009]

【課題を解決するための手段】[Means to solve the problem]

本考案は構造物を支持体上に弾性体からなる免震装置を介して支持し、且つ前 記構造物と前記支持体の間に、前記免震装置を圧縮状態に拘束すると共に、所要 の衝撃力によって前記拘束を解除する拘束具を備えたことを特徴とする構造物の 免震支持装置にかかるものである。 The present invention supports a structure on a support via a seismic isolation device made of an elastic body, and The seismic isolation device is restrained in a compressed state between the structure and the support, and the necessary A structure comprising a restraint device that releases the restraint by an impact force of This is related to the seismic isolation support device.

【0010】0010

【作用】[Effect]

例えば、地震などによって構造物及び支持体に所要の衝撃力が作用すると、免 震装置の弾性力を拘束する拘束具の拘束力が解除され、よって免震装置はその弾 性力によって構造物を支持するようになり、よって地震の衝撃力によって構造物 及び支持体が損傷するのを防止できる。 For example, when a required impact force is applied to the structure and support due to an earthquake, the The restraining force of the restraint device that restrains the elastic force of the seismic device is released, and the seismic isolation device The structural force is used to support the structure, and the impact force of the earthquake causes the structure to be supported. And the support can be prevented from being damaged.

【0011】[0011]

【実施例】【Example】

以下、図面に基づいて本考案の実施例を説明する。 Embodiments of the present invention will be described below based on the drawings.

【0012】 図1〜図3は本考案の一実施例である。0012 1 to 3 show an embodiment of the present invention.

【0013】 図1中1は海洋作業台などの構造物であり、該構造物1の所定の位置には海底 に固定された支持体2の頂部が挿入可能な空間3が設けられ、前記支持体2の頂 部が挿入されている。[0013] 1 in Figure 1 is a structure such as an offshore workbench, and a predetermined position of the structure 1 is a seabed. A space 3 into which the top of the support 2 fixed to the support body 2 can be inserted is provided. section has been inserted.

【0014】 前記構造物1には前記空間3内垂直方向下側へ突出する突部4が設けてある。[0014] The structure 1 is provided with a protrusion 4 that protrudes vertically downward into the space 3.

【0015】 前記支持体2と突部4との間には、バネなどの弾性体からなる免震装置5が配 設され、また構造物1の空間3内所要位置に配設されたウインチ7と、突部4に 取付けられた滑車6と、一端が支持体2に固着され、他端が滑車6を介してウイ ンチ7に巻き込まれたロープ8とにより拘束用駆動装置9が構成されている。[0015] A seismic isolation device 5 made of an elastic body such as a spring is arranged between the support body 2 and the protrusion 4. A winch 7 and a winch 7 disposed at a predetermined position in the space 3 of the structure 1 and a protrusion 4 The attached pulley 6 has one end fixed to the support 2, and the other end is connected to the wheel via the pulley 6. A restraining drive device 9 is constituted by the rope 8 wound around the punch 7.

【0016】 更に前記突部4と支持体2との間には、突部4の所定位置から垂直方向下方へ 所要長さ突出する部材10と支持体2から前記部材10に向かって所要長さ延び る部材11とが設けられており、各々の部材10,11間には、通常時前記免震 装置5の弾性力を拘束し、且つ所要以上の衝撃力が前記支持体2又は構造物1に 作用したときに破断するよう例えば切込み12を有した拘束具13がボルト18 の締め付けなどによって取付けられている。この拘束具13の取付けは溶接など にて行っても良い。[0016] Furthermore, between the protrusion 4 and the support body 2, there is a vertically downward direction from a predetermined position of the protrusion 4. A member 10 protruding a required length and extending a required length from the support body 2 toward the member 10. A member 11 is provided between each member 10 and 11. Normally, the seismic isolation member 11 is The elastic force of the device 5 is restrained, and an impact force larger than necessary is applied to the support 2 or the structure 1. A restraint 13 having, for example, a notch 12 so as to break when applied to the bolt 18 It is attached by tightening etc. This restraint 13 can be installed by welding, etc. You can go there.

【0017】 海洋作業台などの構造物1は、通常時は図1に示す如く支持体2と突部4との 間に配設された免震装置5の弾性力が拘束具13によって拘束された状態で支持 されている。[0017] Normally, a structure 1 such as a marine workbench has a support 2 and a protrusion 4 as shown in FIG. The elastic force of the seismic isolation device 5 disposed between is supported while being restrained by the restraint device 13. has been done.

【0018】 即ち、拘束用駆動装置9のウインチ7を駆動させてロープ8を巻き込む。この とき支持体2は固定されているので構造物1は免震装置5の弾発力及び浮力に抗 して図1中矢印方向へ引き下げられる。[0018] That is, the winch 7 of the restraining drive device 9 is driven to wind in the rope 8. this Since the support body 2 is fixed, the structure 1 can resist the elastic force and buoyancy force of the seismic isolation device 5. and is pulled down in the direction of the arrow in FIG.

【0019】 前記構造物1を所要量引き下げた後、予め所要の衝撃力の作用によって破断す るよう構成した拘束具13を部材10,11間にボルト18締めなどによって取 付ける。[0019] After lowering the structure 1 by a required amount, the structure 1 is broken by applying a required impact force in advance. The restraint device 13 configured to wear.

【0020】 拘束具13を配設した後、ウインチ7を適宜巻戻し、ロープ8を自由な状態と する。[0020] After installing the restraint 13, the winch 7 is rewinded appropriately and the rope 8 is set free. do.

【0021】 このようにすると、免震装置5の弾性力は拘束具13によって拘束され、通常 時構造物1は確実に支持された状態を維持する。[0021] In this way, the elastic force of the seismic isolation device 5 is restrained by the restraint device 13, and normally During this time, the structure 1 remains reliably supported.

【0022】 前記の状態において地震などが発生して所要以上の衝撃力が支持体2又は構造 物1に作用すると、拘束具13が切込み12部から破断すると、免震装置5の弾 性力を拘束していた拘束力が解除され、前記免震装置5は支持体2又は構造物4 から伝わる衝撃力に対応して伸縮を行い、その弾性力によって構造物1を支持す る。[0022] In the above state, an earthquake or the like occurs and an impact force greater than necessary is applied to the support 2 or the structure. When the restraint 13 breaks from the notch 12 when acting on the object 1, the bullet of the seismic isolation device 5 The restraining force that restrained the force is released, and the seismic isolation device 5 is attached to the support 2 or the structure 4. It expands and contracts in response to the impact force transmitted from the structure, and supports the structure 1 with its elastic force. Ru.

【0023】 従って、構造物1へ伝わる衝撃力は緩和され構造物1及び支持体2が損傷する のを防止することができる。[0023] Therefore, the impact force transmitted to the structure 1 is relaxed and the structure 1 and the support 2 are damaged. can be prevented.

【0024】 図4は本考案の他の実施例であり拘束具14の構成を除いて前述した実施例中 に示したものと全く同じ構成となっている。[0024] FIG. 4 shows another embodiment of the present invention, which differs from the embodiment described above except for the structure of the restraint device 14. It has exactly the same configuration as shown in .

【0025】 前記拘束具14は、部材10にピン15を介して末端部を回動可能に取付けた アーム16と、部材11に前記アーム16の先端部に形成した係合部17aと係 合可能に設けた係合部17bと、部材11とアーム16との間に配設して前記ア ーム16を常に係合部17a,17bの係合を解く方向に押圧する圧縮ばね19 とから構成されている。[0025] The restraint device 14 has a distal end rotatably attached to the member 10 via a pin 15. The arm 16 engages with an engaging portion 17a formed on the tip of the arm 16 on the member 11. The engagement portion 17b is provided so that the engagement portion 17b can be engaged with the member 11, and the engagement portion 17b is provided between the member 11 and the arm 16. A compression spring 19 that always presses the arm 16 in the direction of disengaging the engaging portions 17a and 17b. It is composed of.

【0026】 通常時は前記アーム16の係合部17aが係合部17bに係合することによっ て前記免震装置5の弾性力を拘束して構造物1を支持する。[0026] Under normal conditions, the engaging portion 17a of the arm 16 engages with the engaging portion 17b. The structure 1 is supported by restraining the elastic force of the seismic isolation device 5.

【0027】 地震などによって所要以上の衝撃力特に垂直方向の振動が作用してアーム16 の係合部17aと係合部17bの係合が弱まると、圧縮ばね19の弾発力によっ てアーム16は矢印方向へ回動して免震装置5の弾性力を拘束する拘束力は解除 される。[0027] The arm 16 may be affected by an impact force greater than necessary, especially vibration in the vertical direction, due to an earthquake or the like. When the engagement between the engaging portions 17a and 17b becomes weaker, the elastic force of the compression spring 19 The arm 16 rotates in the direction of the arrow, and the restraining force restraining the elastic force of the seismic isolation device 5 is released. be done.

【0028】 これにより前述した実施例と同様に構造物1は免震装置5により弾性的に支持 されることになる。[0028] As a result, the structure 1 is elastically supported by the seismic isolation device 5, similar to the above-described embodiment. will be done.

【0029】 又、図1〜図3に示す拘束具13は再利用することができないが、図4に示す 拘束具14は再利用可能である。[0029] Furthermore, although the restraint device 13 shown in FIGS. 1 to 3 cannot be reused, the restraint device 13 shown in FIG. The restraint 14 is reusable.

【0030】 尚、本考案の構造物の免震支持装置は上述の実施例にのみ限定されるものでは なく、実施例中では構造物が海洋作業台である場合について説明したが、海上、 地上などを問わずあらゆる構造物に適用可能であること、衝撃力を地震によって 説明したが、あらゆる衝撃力に対応可能であること、その他本考案の要旨を逸脱 しない範囲内において種々変更を加え得ることは勿論である。[0030] Note that the seismic isolation support device for structures of the present invention is not limited to the above-mentioned embodiments. In the examples, the structure is an offshore work platform, but Applicable to all structures, including those on the ground, and capable of absorbing impact forces from earthquakes However, it is possible to respond to all kinds of impact forces, and other aspects that deviate from the gist of the invention Of course, various changes can be made within the scope.

【0031】[0031]

【考案の効果】[Effect of the idea]

以上説明したように、本考案の構造物の免震支持装置によれば、通常時は拘束 具により構造物を支持体に拘束しておき、支持体又は構造物に所定以上の衝撃力 が作用したとき拘束具による拘束を解除して免震装置により構造物を支持するよ うにしているので、通常時は固定された構造物上で安定した作業を行うことがで き、又地震等による衝撃力の発生時には、構造物及び支持体が破損するのを防止 できるという優れた効果を奏し得る。 As explained above, according to the seismic isolation support device for structures of the present invention, under normal conditions The structure is restrained to the support by a tool, and the impact force exceeding the specified value is applied to the support or the structure. When the earthquake occurs, the restraints by the restraints are released and the structure is supported by the seismic isolation device. This allows stable work to be carried out on fixed structures during normal times. It also prevents structures and supports from being damaged when impact forces occur due to earthquakes, etc. It can produce excellent effects.

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

【図1】本考案の一実施例の縦断面図である。FIG. 1 is a longitudinal sectional view of an embodiment of the present invention.

【図2】図1の拘束具が破断した状態を示す縦断面図で
ある。
FIG. 2 is a longitudinal cross-sectional view showing the restraint shown in FIG. 1 in a broken state.

【図3】拘束具の詳細例を示す正面図である。FIG. 3 is a front view showing a detailed example of the restraint.

【図4】本考案の他の実施例を示す縦断面図である。FIG. 4 is a longitudinal sectional view showing another embodiment of the present invention.

【図5】構造物が支持体によって支持された状態を示す
正面図である。
FIG. 5 is a front view showing a state in which the structure is supported by a support body.

【符号の説明】[Explanation of symbols]

1 構造物 2 支持体 5 免震装置 13,14 拘束具 1 Structure 2 Support 5 Seismic isolation device 13,14 Restraints

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 構造物を支持体上に弾性体からなる免震
装置を介して支持し、且つ前記構造物と前記支持体の間
に、前記免震装置を圧縮状態に拘束すると共に、所要の
衝撃力によって前記拘束を解除する拘束具を備えたこと
を特徴とする構造物の免震支持装置。
Claim 1: A structure is supported on a support via a seismic isolation device made of an elastic body, and the seismic isolation device is restrained in a compressed state between the structure and the support, and a A seismic isolation support device for a structure, comprising a restraint device that releases the restraint by an impact force.
JP1991015877U 1991-02-25 1991-02-25 Seismic isolation support device for structures Expired - Lifetime JP2568681Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991015877U JP2568681Y2 (en) 1991-02-25 1991-02-25 Seismic isolation support device for structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991015877U JP2568681Y2 (en) 1991-02-25 1991-02-25 Seismic isolation support device for structures

Publications (2)

Publication Number Publication Date
JPH04105647U true JPH04105647U (en) 1992-09-11
JP2568681Y2 JP2568681Y2 (en) 1998-04-15

Family

ID=31902997

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2568681Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011038619A (en) * 2009-08-18 2011-02-24 Shoden Corp Fixing part with trigger function and base isolation device
WO2018037102A1 (en) * 2016-08-26 2018-03-01 Technische Universität Wien Device for suspending a load in a vibration-insulated manner

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4817515U (en) * 1971-07-12 1973-02-27
JPS5368364A (en) * 1976-11-29 1978-06-17 Ohbayashigumi Ltd Free-from-vibration device
JPH04243689A (en) * 1991-01-21 1992-08-31 Suzuki Motor Corp Protecting device for outboard motor
JP3014353U (en) * 1995-02-03 1995-08-08 陽子 上平 Bath brush set

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4817515U (en) * 1971-07-12 1973-02-27
JPS5368364A (en) * 1976-11-29 1978-06-17 Ohbayashigumi Ltd Free-from-vibration device
JPH04243689A (en) * 1991-01-21 1992-08-31 Suzuki Motor Corp Protecting device for outboard motor
JP3014353U (en) * 1995-02-03 1995-08-08 陽子 上平 Bath brush set

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011038619A (en) * 2009-08-18 2011-02-24 Shoden Corp Fixing part with trigger function and base isolation device
WO2018037102A1 (en) * 2016-08-26 2018-03-01 Technische Universität Wien Device for suspending a load in a vibration-insulated manner

Also Published As

Publication number Publication date
JP2568681Y2 (en) 1998-04-15

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