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JP5622130B1 - Hanging base isolation structure - Google Patents

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JP5622130B1
JP5622130B1 JP2013234404A JP2013234404A JP5622130B1 JP 5622130 B1 JP5622130 B1 JP 5622130B1 JP 2013234404 A JP2013234404 A JP 2013234404A JP 2013234404 A JP2013234404 A JP 2013234404A JP 5622130 B1 JP5622130 B1 JP 5622130B1
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seismic isolation
isolation structure
frame
floor
suspension
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JP2015083768A (en
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赳 坂井
赳 坂井
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赳 坂井
赳 坂井
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    • 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
    • E04B1/36Bearings or like supports allowing movement
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • 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
    • 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
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/08Vibration-dampers; Shock-absorbers with friction surfaces rectilinearly movable along each other

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Dampers (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)

Abstract

【課題】 地震動による建築物の倒壊を防ぎ、暴風水による被害を低コストで実現する。【解決手段】 浸水を防ぐため高床式とした基礎フレーム[1]と、床フレーム[3]の間に吊り構造[2]を設け速度エネルギーを位置エネルギーに変換する。【選択図】図2PROBLEM TO BE SOLVED: To prevent a building from collapsing due to earthquake motion and to realize damage caused by storm water at low cost. A suspension structure [2] is provided between a base frame [1] having a raised floor to prevent inundation and a floor frame [3], and velocity energy is converted into potential energy. [Selection] Figure 2

Description

本発明は、環太平洋地震帯・インド洋の地震帯、及び、台風・モンスーンなどの地震と強風を発生する地域の建築物の震災と風水害の防災を図った免震構造に関するものである。  The present invention relates to a seismic isolation structure for disaster prevention of buildings in the Pacific Rim earthquake zone, Indian Ocean seismic zone, and typhoons, monsoons, and other buildings that generate strong winds and disasters.

この免震構造は、速度エネルギーである地振動を位置エネルギーに変換する吊り構造を、風水害から住民を守るために高床式にしたものである。  This seismic isolation structure is a suspended structure that converts ground vibration, which is velocity energy, into potential energy, and has a stilt type to protect residents from wind and flood damage.

特開平11−270176  JP-A-11-270176 特開平13−142429  JP-A-13-142429 風車の基礎 牛山 泉 オーム社  Windmill Basic Izumi Ushiyama Ohmsha 強震観測網(K−NET,KIK−net)  Strong motion observation network (K-NET, KIK-net) Wikipedia 竜巻、  Wikipedia Tornado,

従来の免震構造は、建築物の最下層に設けられ、浸水にたいして、無防備であった。本発明は、水害、洪水、土石流、津波の被害の緩和し又は防止する。  The conventional seismic isolation structure is provided at the lowest layer of the building and is defenseless against flooding. The present invention mitigates or prevents damage from floods, floods, debris flows, and tsunamis.

本発明は、免震構造を、浸水の恐れのある地下、地上面から、浸水被害の少ない高さ1.5m以上の位置に設る。  In the present invention, the seismic isolation structure is installed at a height of 1.5 m or more from the basement or the ground surface where there is a risk of inundation, with little inundation damage.

本発明は、地震動の速度エネルギーを位置エネルギーに変換する吊り免震構造である。  The present invention is a suspended seismic isolation structure that converts velocity energy of seismic motion into potential energy.

押さえ摩擦ボルトにより風速15m/sによる揺れを防止する。  The holding friction bolt prevents the vibration due to the wind speed of 15 m / s.

風速15m/sを超える強風に鑑み、弾性体を組み込んだ免震バンジーコード設ける。  In view of strong winds exceeding 15 m / s, we will provide seismic isolation bungee cords that incorporate elastic bodies.

フェールセーフアンカーにより異常な変位の防止する。本アンカーには、衝撃防止のため緩衝器を組み込む。  Prevents abnormal displacement with fail-safe anchors. This anchor incorporates a shock absorber to prevent impact.

基礎フレームを高床式にする。  Make the foundation frame a raised floor.

発明の効果Effect of the invention

本発明は、地震動により上下動はするが人命や家財に被害を与える水平動は発生しない。  The present invention moves up and down by earthquake motion, but does not generate horizontal motion that damages human lives or household assets.

免震バンジーコードを設けることにより、地震時の床フレームの上下動の緩和、強風時の水平動の緩和ができる。  By installing the seismic isolation bungee cord, it is possible to reduce the vertical movement of the floor frame during an earthquake and the horizontal movement during strong winds.

強風時は、風圧により揺れるが、自重で復元する。  During strong winds, it will sway due to wind pressure, but will be restored by its own weight.

ゲリラ降雨、台風などの水害、土石流、津波被害の減少と、浸水後の基礎の点検、土砂の清掃を容易にする。また、免震装置の日常の点検を容易にすると共に、作業者の衛生安全に寄与する。  Reduce guerrilla rainfall, typhoon and other flood damage, debris flow, and tsunami damage, facilitate foundation inspection after inundation, and clean up sediment. It also facilitates daily inspection of seismic isolation devices and contributes to the health and safety of workers.

は全体の模式図である。Is a schematic view of the whole. は基礎フレーム[1]、吊り構造[2]、床フレーム[3]、押さえ摩擦ボルト[4]、バンジーコード[5]の関係図である。These are the relationship diagrams of the foundation frame [1], the suspension structure [2], the floor frame [3], the holding friction bolt [4], and the bungee cord [5]. は押さえ摩擦ボルト[4]の説明図である。These are explanatory drawings of the holding friction bolt [4]. はバンジーコード[5]の説明図である。These are explanatory drawings of bungee code [5]. はフェールセーフアンカー[6]の説明図である。These are explanatory drawings of fail safe anchor [6].

発明を実施すための形態BEST MODE FOR CARRYING OUT THE INVENTION

地震動速度エネルギー(F)は、次式により位置エネルギーになる。m:質量 ν:地震動速度 g:重力加速度

Figure 0005622130
The seismic velocity energy (F) becomes potential energy according to the following equation. m: Mass ν: Seismic velocity g: Gravitational acceleration
Figure 0005622130

本発明は、吊り構造であり、吊り材の長さにより、建物の周期が決定する。

Figure 0005622130
前項の位置エネルギーに鑑み、吊り材長さを65cmとし、h300とh200の差分エネルギーは免震バンジーケーブルにより吸収する。The present invention is a suspended structure, and the period of a building is determined by the length of the suspended material.
Figure 0005622130
In view of the preceding potential energy, the hanging member length and 65cm, differential energy h 300 and h 200 it is absorbed by the seismic isolation bungee cable.

風速15m以下の風による揺れを防止する。
風速15mで発生するエネルギーF15

Figure 0005622130
Prevents shaking caused by winds with a wind speed of 15 m or less.
The energy F 15 generated at a wind speed of 15m is
Figure 0005622130

異常な変位の防止
フェールセーフアンカー」は通常はアイドラー(待機)状態とし、東日本大震災時の地震動、200〜300カインの揺れによる水平変位、異常な周期による変位、想定を超える竜巻の風力時の水平を変位を50cm以下に押える。
Preventing anomalous displacement Fail-safe anchors are usually in idler (standby) state, earthquake motion during the Great East Japan Earthquake, horizontal displacement due to 200-300 kine tremors, displacement due to abnormal periods, horizontal tornado winds exceeding expectations The displacement is held to 50 cm or less.

フェールセーフアンカーに衝撃防止のため緩衝器を組み込む。  A shock absorber is incorporated in the fail-safe anchor to prevent impact.

発明の効果Effect of the invention

本発明の特徴は、高床式基礎フレームにより、水害、土石流による被害を減少すると共に、被害後の復旧と機器のメンテナンスを容易にする。  The feature of the present invention is that the damage caused by water damage and debris flow is reduced by the stilt foundation frame, and recovery after damage and maintenance of the equipment are facilitated.

摩擦押さえボルト、免震バンジーコードは外部エネルギーを必要とせず、機能の停止の心配はない。  Friction retainer bolts and seismic isolation bungee cords do not require external energy, and there is no worry of the function being stopped.

想定外の地震、竜巻にフェールセーフアンカーにより、致命的な被害を防止する。  Prevent fatal damage by failsafe anchors in unexpected earthquakes and tornadoes.

[1]基礎フレーム
[1a]基礎フレーム柱
[1b]基礎フレーム梁
[2]吊り構造
[2a]吊り材
[2b]受け梁
[2c]束材
[3]床フレーム
[4]押さえ摩擦ボルト
[4a]ハイテンションボルト
[4b]補強プレート
[4c]摩擦受けプレート
[5]免震バンジーコード
[6]フェールセーフアンカー
[6a]フェールセーフ基礎柱
[6b]アンカーワイヤー
[6c]緩衝器
[1] Foundation frame [1a] Foundation frame column [1b] Foundation frame beam [2] Suspension structure [2a] Suspension material [2b] Receiving beam [2c] Bundling material [3] Floor frame [4] Holding friction bolt [4a ] High tension bolt [4b] Reinforcement plate [4c] Friction receiving plate [5] Seismic isolation bungee cord [6] Fail safe anchor [6a] Fail safe foundation pillar [6b] Anchor wire [6c] Shock absorber

Claims (3)

高床式の基礎フレーム[1]より、吊り材[2a],受け材[2b]、束材[2c]により床フレーム[3]を支え、前記床フレームと基礎フレームとの間の摩擦力を利用して風力による揺れを防ぐための摩擦ボルト[4]を設けて、水平振動の減少を図ることを特徴とする吊り免震構造。  The floor frame [3] is supported by the suspension material [2a], the receiving material [2b], and the bundle material [2c] from the high-floor type foundation frame [1], and the frictional force between the floor frame and the foundation frame is used. A suspension seismic isolation structure characterized by providing a friction bolt [4] for preventing shaking caused by wind force to reduce horizontal vibration. 前記、基礎フレームと床フレームとの間に、免震バンジーコード[5]を取り付け、100カイン以下では、アイドラー(遊び、待受け)状態とし、100カインを超えると前記バンジーコードがエネルギーを吸収し上下動を緩和することを特徴とする請求項1に記載の吊り免震構造。  The seismic isolation bungee cord [5] is installed between the foundation frame and the floor frame, and the idler (play, stand-by) state is set below 100 kanes. The suspension seismic isolation structure according to claim 1, wherein movement is mitigated. さらに竜巻F0〜竜巻F2(瞬間風速69m)のエネルギーを制御し、また、強震周期のもたらす変位を法定ないの範囲に収めるため、フェールセーフアンカー[6]を設けた請求項1または請求項2に記載の吊り免震構造。  Furthermore, in order to control the energy of the tornado F0 to tornado F2 (instant wind speed 69m) and to keep the displacement caused by the strong earthquake cycle within the legal range, the fail-safe anchor [6] is provided. The suspended seismic isolation structure.
JP2013234404A 2013-10-25 2013-10-25 Hanging base isolation structure Expired - Fee Related JP5622130B1 (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2035009A (en) * 1935-02-28 1936-03-24 Frank L Rager Shock absorbing device
JPS63135629A (en) * 1986-11-25 1988-06-08 Nkk Corp Vibration-removing and earthquake-proof device
JPH10311161A (en) * 1997-05-13 1998-11-24 Kajima Corp Damping device for base-isolated building
JPH1182615A (en) * 1997-07-11 1999-03-26 Tamez Federico Garza Structure stabilizing system
JP2000266116A (en) * 1999-01-14 2000-09-26 Ariigumi:Kk Swinging bearing type base isolation device
JP2013044194A (en) * 2011-08-25 2013-03-04 Ichijyo Home Building Co Ltd Fail-safe device for seismic-isolated structure and seismic-isolated structure installed with the fail-safe device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2035009A (en) * 1935-02-28 1936-03-24 Frank L Rager Shock absorbing device
JPS63135629A (en) * 1986-11-25 1988-06-08 Nkk Corp Vibration-removing and earthquake-proof device
JPH10311161A (en) * 1997-05-13 1998-11-24 Kajima Corp Damping device for base-isolated building
JPH1182615A (en) * 1997-07-11 1999-03-26 Tamez Federico Garza Structure stabilizing system
JP2000266116A (en) * 1999-01-14 2000-09-26 Ariigumi:Kk Swinging bearing type base isolation device
JP2013044194A (en) * 2011-08-25 2013-03-04 Ichijyo Home Building Co Ltd Fail-safe device for seismic-isolated structure and seismic-isolated structure installed with the fail-safe device

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