JPH0356332B2 - - Google Patents

Info

Publication number
JPH0356332B2
JPH0356332B2 JP833687A JP833687A JPH0356332B2 JP H0356332 B2 JPH0356332 B2 JP H0356332B2 JP 833687 A JP833687 A JP 833687A JP 833687 A JP833687 A JP 833687A JP H0356332 B2 JPH0356332 B2 JP H0356332B2
Authority
JP
Japan
Prior art keywords
impact force
pressure chamber
load
piston
impact
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP833687A
Other languages
Japanese (ja)
Other versions
JPS63180740A (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP833687A priority Critical patent/JPS63180740A/en
Publication of JPS63180740A publication Critical patent/JPS63180740A/en
Publication of JPH0356332B2 publication Critical patent/JPH0356332B2/ja
Granted legal-status Critical Current

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00—Vibration-dampers; Shock-absorbers
    • F16F7/01—Vibration-dampers; Shock-absorbers using friction between loose particles, e.g. sand

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Dampers (AREA)
  • Fluid-Damping Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は公共性の高い情報機器、電子顕微鏡の
如き機密機器その他文化財、一般家庭の耐久消費
材の如き価値ある物品、機器等に設けられる衝撃
力吸収装置に係るものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention is applicable to highly public information equipment, confidential equipment such as electron microscopes, other cultural properties, and valuable articles and equipment such as durable consumer goods for ordinary households. This relates to an impact force absorbing device.

(従来の技術) 従来この種の衝撃力吸収装置は、構造物と基礎
部との間にオイルダンバの如き衝撃吸収装置を介
装し、前記構造物にかかる衝撃力を前記衝撃部材
における油脂の体積変化によつて吸収していた。
(Prior Art) Conventionally, this type of impact force absorbing device has a shock absorbing device such as an oil damper interposed between a structure and a foundation, and the impact force applied to the structure is absorbed by the volume of oil and fat in the impact member. It was absorbed through change.

(発明の解決しようとする問題点) 前記衝撃力吸収装置においては、構造物に衝撃
力が加わつた際における油脂等の体積変化が小さ
く、またその動作が遅い等の問題点があつた。
(Problems to be Solved by the Invention) The impact force absorbing device has problems such as a small change in volume of oil and fat when impact force is applied to a structure, and slow operation.

(問題点を解決するための手段) 本発明は、微小中空減圧ガラス球の集合体が所
定荷重以上の衝撃力を受けると、集合体の体積の
約10%以上が瞬間的に減少するという特性に着目
して提案されたもので、微小減圧中空体が充填さ
れた圧力室に、構造物の荷重支承部材より突設さ
れたピストンを嵌挿したことによつて、前記の問
題点を解決するものである。
(Means for Solving the Problems) The present invention has the characteristic that when an aggregate of micro hollow vacuum glass spheres receives an impact force of a predetermined load or more, about 10% or more of the volume of the aggregate decreases instantaneously. This was proposed with a focus on the above-mentioned problems by inserting a piston protruding from the load-bearing member of the structure into a pressure chamber filled with a micro-decompression hollow body. It is something.

(作用) 本発明に係る構造物の衝撃力吸収装置は前記し
たように構成されているので、地震時等において
基礎から本発明の装置に衝撃力が伝達されると、
同装置における、構造物の荷重支承部材より突設
されたピストンが嵌挿された圧力室内の微小減圧
中空体の体積が瞬間に減少し、ピストンが前記圧
力室内に引込み、構造物にかかる衝撃力が吸収さ
れる。
(Function) Since the impact force absorption device for a structure according to the present invention is configured as described above, when impact force is transmitted from the foundation to the device of the present invention during an earthquake, etc.,
In this device, the volume of a minute decompression hollow body in a pressure chamber into which a piston protruding from the load-bearing member of a structure is fitted decreases instantaneously, the piston retracts into the pressure chamber, and an impact force is applied to the structure. is absorbed.

(発明の効果) このように本発明においては、前記従来の衝撃
力吸収装置に使用される油脂に比して、衝撃時の
体積減少率が飛躍的に大で而も体積の減少が瞬時
に行なわれる微小減圧中空体を圧力室に充填する
とともに、同圧力室に構造物の荷重支承部材より
突設されたピストンを嵌挿することによつて、基
礎から構造物に伝達される衝撃力を従来装置より
も迅速且つ効果的に吸収し、構造物を衝撃力から
保護することができる。
(Effects of the Invention) As described above, in the present invention, the volume reduction rate upon impact is dramatically higher than that of the oils and fats used in the conventional impact force absorbing device, and the volume reduction is instantaneous. By filling the pressure chamber with a hollow body for minute decompression, and inserting a piston protruding from the load bearing member of the structure into the pressure chamber, the impact force transmitted from the foundation to the structure can be reduced. It can absorb and protect structures from impact forces more quickly and effectively than conventional devices.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

第1図において1は重要機器等の構造物(図示
せず)の荷重支承部材で、同部材1より垂設され
た荷重伝達用ピストン2が、基礎3上に形成され
た後述の圧力室4に挿入される。
In FIG. 1, 1 is a load bearing member of a structure (not shown) such as important equipment, and a load transmitting piston 2 hanging vertically from the member 1 is connected to a pressure chamber 4 (described later) formed on a foundation 3. inserted into.

同圧力室4は基礎3上に設置された剛強な下部
治具5の上面の凹窩によつて形成され、内部に微
小減圧中空体として例えば微小中空ガラス球6が
充填される。
The pressure chamber 4 is formed by a concave hole in the upper surface of a rigid lower jig 5 installed on the foundation 3, and the inside thereof is filled with a microscopic hollow glass sphere 6 as a microscopic decompression hollow body.

前記微小中空ガラス球6は直径10〜100ミクロ
ンの粒子で、含水爆薬等の混和材として製造さ
れ、衝撃力を受けると一瞬にしてその体積の約10
%以上が減少し、衝撃力の60〜70%を吸収する特
性がある。
The micro hollow glass spheres 6 are particles with a diameter of 10 to 100 microns, and are manufactured as an admixture for hydrous explosives, etc. When subjected to an impact force, they instantly lose about 10 of their volume.
It has the property of absorbing 60-70% of the impact force.

なお微小中空ガラス球は、市販品として例えば
住友スリーエム株式会社製造の「スリーエムグラ
スバブルズ」(商品名)が使用される。また前記
ガラス球の代りに微小中空減圧アクリル球の使用
が可能である。
As the micro hollow glass spheres, for example, "3M Glass Bubbles" (trade name) manufactured by Sumitomo 3M Limited is used as a commercially available product. Further, instead of the glass bulb, a micro hollow acrylic bulb can be used.

前記下部治具5には剛強な上部治具7が螺着さ
れ、同上部治具7に設けられ、且つ前記圧力室4
に連通する縦貫孔8に挿貫された前記ピストン2
の先端が、前記圧力室4内に挿入されている。
A strong upper jig 7 is screwed onto the lower jig 5, and is provided on the upper jig 7 and is connected to the pressure chamber 4.
The piston 2 is inserted into a vertical through hole 8 that communicates with the piston 2.
is inserted into the pressure chamber 4.

図中9は前記ピストン2と微小中空ガラス球6
との境界に配設された油脂、10はOリングであ
る。
9 in the figure shows the piston 2 and the micro hollow glass bulb 6.
10 is an O-ring.

図示の実施例に示す構造物の衝撃力吸収装置A
は前記したように構成されているので、地震時等
において、前記圧力室4内の微小中空ガラス球6
の集合体に所定荷重以上の衝撃を受けると、同集
合体の体積の約10%以上が瞬間的に減少し、前記
ピストン2が圧力室4内に引込まれるため、基礎
3から構造物に伝達される衝撃力が吸収され、同
構造物が衝撃力から保護される。
Impact force absorbing device A for structures shown in the illustrated embodiments
is configured as described above, so that in the event of an earthquake, etc., the micro hollow glass sphere 6 in the pressure chamber 4
When the assembly receives an impact of more than a predetermined load, about 10% or more of the volume of the assembly instantly decreases, and the piston 2 is drawn into the pressure chamber 4, causing the structure to be removed from the foundation 3. The transmitted impact forces are absorbed and the structure is protected from the impact forces.

なおこの際、前記ピストン2に予め載荷してお
く荷重及び微小中空ガラス球6が体積減少を始め
る圧力の関係について予め設計しておく必要があ
る。
At this time, it is necessary to design in advance the relationship between the load loaded on the piston 2 and the pressure at which the micro hollow glass sphere 6 starts to decrease in volume.

このように前記実施例によれば、従来の衝撃吸
収装置に使用される油脂に比して体積減少率が遥
かに大で、しかもこの体積減少が瞬時に行なわれ
る微小中空ガラス球6を充填した圧力室4に、構
造物の荷重支承部材1から垂設された荷重伝達用
ピストン2を挿入することによつて、基礎3から
構造物に伝達される衝撃力を前記従来の装置より
も迅速且つ効果的に吸収し、構造物を衝撃より保
護するものである。
As described above, according to the embodiment, the volume reduction rate is much higher than that of oils and fats used in conventional shock absorbing devices, and the volume reduction is instantaneous. By inserting into the pressure chamber 4 the load transmitting piston 2 which is vertically installed from the load bearing member 1 of the structure, the impact force transmitted from the foundation 3 to the structure can be transmitted more quickly and efficiently than the conventional device. It effectively absorbs and protects structures from impact.

第2図は本発明の他の実施例を示し、基礎3に
設けたピツト11に重要機器等の構造物Bの下部
に予備荷重として設けられた荷重支承部材1を挿
入し、同部材1の外側面と下底面、及び前記ピツ
ト11の側面と下底面との間に前記衝撃力吸収装
置Aが介装され、水平、鉛直両方向の衝撃力を吸
収するように構成されている。
FIG. 2 shows another embodiment of the present invention, in which a load bearing member 1 provided as a preliminary load under a structure B such as important equipment is inserted into a pit 11 provided in a foundation 3. The impact force absorbing device A is interposed between the outer surface and the bottom surface, and between the side surface and the bottom surface of the pit 11, and is configured to absorb impact forces in both horizontal and vertical directions.

なお前記衝撃力吸収装置Aによつて地震時等に
おける基礎から構造物Bにかかる衝撃力を吸収し
たのち、前記構造物B及び荷重支承部材1をジヤ
ツキアツプし、前記各装置Aを新らしい衝撃力吸
収装置と交換する。
After the impact force absorption device A absorbs the impact force applied from the foundation to the structure B during an earthquake, etc., the structure B and the load bearing member 1 are jacked up, and each of the devices A is subjected to a new impact force. Replace with absorber.

図中12は床である。 In the figure, 12 is the floor.

第3図は本発明の他の実施例を示し、構造物B
の下部に設けた予備荷重としての荷重支承部材1
を構造物Bの外側に延設し、同延設部に設けたね
じ孔に螺着された蓋片13の中心ねじ孔にレベル
アジヤスタ14を螺装し、同アジヤスタ14を、
基礎3に設けた小ピツト15の底面に設置した前
記衝撃力吸収装置Aにおける圧力室に挿入された
ピストン2上にボールベアリング16を介して支
承したもので、前記実施例は巨大地震時の上下動
による衝撃力を吸収する場合に適用される。
FIG. 3 shows another embodiment of the invention, structure B
Load bearing member 1 as a preliminary load provided at the bottom of
is extended to the outside of the structure B, and a level adjuster 14 is screwed into the center screw hole of the lid piece 13 screwed into the screw hole provided in the extension part, and the level adjuster 14 is
It is supported via a ball bearing 16 on the piston 2 inserted into the pressure chamber of the impact force absorbing device A installed at the bottom of a small pit 15 provided on the foundation 3. Applicable when absorbing impact force due to motion.

図中16は前記荷重支承部材1に装着された仮
承用ジヤツキで、前記衝撃力吸収装置Aを交換す
る際に使用される。
In the figure, reference numeral 16 denotes a temporary mounting jack attached to the load bearing member 1, which is used when replacing the impact force absorbing device A.

第4図は本発明の他の実施例を示し、基礎3に
設けられ、内周面に弗素樹脂17が層着された弗
素樹脂シリンダを構成するピツト11に直接、微
小中空ガラス球6を充填するとともに、構造物B
の下部に設けたピストンを兼用する荷重支持部材
1を挿入したもので、巨大地震時の上下動を吸収
することを目的とする場合に適用される。
FIG. 4 shows another embodiment of the present invention, in which micro hollow glass spheres 6 are directly filled into a pit 11 that is provided on a base 3 and constitutes a fluororesin cylinder whose inner peripheral surface is coated with a fluororesin 17. At the same time, structure B
A load supporting member 1 that also serves as a piston is inserted into the lower part of the piston, and is applied when the purpose is to absorb vertical movement during a huge earthquake.

なお前記実施例においては、荷重支承部材1、
弗素樹脂17層、基礎3間に間〓がある場合、荷
重支承部材1が不安定になるという難点がある
が、ピツト11内の微小中空ガラス球6の集合体
の体積が大であり、事後の詰め替えが不要である
という利点がある。
In the above embodiment, the load bearing member 1,
If there is a gap between the 17 layers of fluororesin and the foundation 3, there is a problem that the load bearing member 1 will become unstable. It has the advantage of not requiring refilling.

第5図は本発明の更に他の実施例を示し、基礎
3上に立設されたアーチまたはドーム18より垂
設されたスチール棒19間に底盤20を架設し、
同スチール棒19が遊挿された上部床盤21と基
礎3に設けたピツト22内に嵌入された下部床盤
23とが、天井24に遊挿されスチール棒25ま
たはワイヤで連結され、下部床盤23上に重要機
器等の構造物Bが載架されるとともに、前記底盤
20と上部床盤21との間に前記衝撃力吸収装置
Aが介装されている。
FIG. 5 shows still another embodiment of the present invention, in which a bottom plate 20 is constructed between steel rods 19 suspended from an arch or dome 18 erected on a foundation 3,
An upper floor plate 21 into which the steel rod 19 is loosely inserted and a lower floor plate 23 fitted into a pit 22 provided in the foundation 3 are loosely inserted into the ceiling 24 and connected by steel rods 25 or wires, and the lower floor plate A structure B such as important equipment is mounted on the board 23, and the impact force absorbing device A is interposed between the bottom board 20 and the upper floor board 21.

図中26はピツト22の内周面に配設された防
振ゴムである。
In the figure, 26 is a vibration-proof rubber provided on the inner peripheral surface of the pit 22.

前記実施例は主として上下方向の衝撃力を吸収
する場合に適用されるものであるが、加えてある
程度の水平方向の衝撃力も併せて吸収することが
できる。
The above-mentioned embodiment is mainly applied to absorb impact force in the vertical direction, but it is also possible to absorb a certain degree of impact force in the horizontal direction.

第6図は微小中空ガラス球集合体の衝撃吸収効
果を示す図表で、縦軸は微小中空ガラス球集合体
にかかる荷重(力)を示し、横軸は微小中空ガラ
ス球集合体に荷重(力)が作用する時間を示すも
のである。
Figure 6 is a chart showing the impact absorption effect of a micro hollow glass sphere aggregate, where the vertical axis shows the load (force) applied to the micro hollow glass sphere aggregate, and the horizontal axis shows the load (force) applied to the micro hollow glass sphere aggregate. ) indicates the time during which it takes effect.

Pは微小中空ガラス球集合体が体積変化を生起
するかしないかの境界となる荷重(力)を示し、
これは前記ガラス球の品種によつて決定される。
P indicates the load (force) that is the boundary between whether the micro hollow glass sphere aggregate causes a volume change or not,
This is determined by the type of glass bulb.

而して圧力室に充填された前記微小中空ガラス
球集合体に上載する荷重QがPより若干低くなる
ように設計する。
The pressure chamber is designed so that the load Q placed on the micro hollow glass sphere aggregate filled in the pressure chamber is slightly lower than P.

Rは地震時等において前記集合体に実際に伝達
される衝撃力で、同衝撃力がPを超する瞬間的に
前記集合体の体積が減少し、衝撃力は実線に示す
ように速やかに、効果的に吸収される。
R is the impact force actually transmitted to the aggregate during an earthquake, etc., and the moment the impact force exceeds P, the volume of the aggregate decreases, and the impact force quickly decreases as shown by the solid line. Effectively absorbed.

Sは対照例として微小中空ガラス球集合体の代
りに、体積減少の少ない油脂を使用した場合に伝
達される衝撃力で、Rより遥かに大で、この場合
破線で示すように衝撃力の吸収に時間を要する。
As a control example, S is the impact force transmitted when an oil or fat with a small volume reduction is used instead of the aggregate of micro hollow glass spheres, which is much larger than R, and in this case, the impact force is absorbed as shown by the broken line. It takes time.

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

第1図乃至第5図は本発明に係る構造物の衝撃
力吸収装置の各実施例を示す縦断面図、第6図は
微小中空ガラス球集合体の衝撃吸収効果を示す図
表である。 A…衝撃力吸収装置、B…構造物、1…荷重支
承部材、2…ピストン、4…圧力室、6…微小中
空ガラス球。
1 to 5 are longitudinal cross-sectional views showing each embodiment of the impact force absorbing device for a structure according to the present invention, and FIG. 6 is a chart showing the impact absorption effect of a micro hollow glass sphere aggregate. A... Shock force absorbing device, B... Structure, 1... Load bearing member, 2... Piston, 4... Pressure chamber, 6... Microscopic hollow glass sphere.

Claims (1)

【特許請求の範囲】[Claims] 1 微小減圧中空体が充填された圧力室に、構造
物の荷重支承部材より突設されたピストンを嵌挿
してなることを特徴とする構造物の衝撃力吸収装
置。
1. An impact force absorbing device for a structure, characterized in that a piston protruding from a load bearing member of the structure is inserted into a pressure chamber filled with a minute decompression hollow body.
JP833687A 1987-01-19 1987-01-19 Shock force absorption device for structures Granted JPS63180740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP833687A JPS63180740A (en) 1987-01-19 1987-01-19 Shock force absorption device for structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP833687A JPS63180740A (en) 1987-01-19 1987-01-19 Shock force absorption device for structures

Publications (2)

Publication Number Publication Date
JPS63180740A JPS63180740A (en) 1988-07-25
JPH0356332B2 true JPH0356332B2 (en) 1991-08-28

Family

ID=11690351

Family Applications (1)

Application Number Title Priority Date Filing Date
JP833687A Granted JPS63180740A (en) 1987-01-19 1987-01-19 Shock force absorption device for structures

Country Status (1)

Country Link
JP (1) JPS63180740A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0826688B2 (en) * 1988-11-19 1996-03-13 オイレス工業株式会社 Seismic isolation support method for general housing
JP2707206B2 (en) * 1993-11-25 1998-01-28 千治 内藤 Gas compression type seismic isolation device
US8359793B2 (en) * 2010-08-26 2013-01-29 Danny Chagai Zeevi Earthquake force absorption system
CN104500635B (en) * 2014-12-26 2016-06-08 江苏科技大学 A kind of vibration absorber of high-speed rotating shaft system
JP7544622B2 (en) * 2021-02-15 2024-09-03 三井住友建設株式会社 Jack structure used to replace seismic isolation devices

Also Published As

Publication number Publication date
JPS63180740A (en) 1988-07-25

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