JP2005127809A - Excitation device and excitation test method - Google Patents

Excitation device and excitation test method Download PDF

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JP2005127809A
JP2005127809A JP2003362471A JP2003362471A JP2005127809A JP 2005127809 A JP2005127809 A JP 2005127809A JP 2003362471 A JP2003362471 A JP 2003362471A JP 2003362471 A JP2003362471 A JP 2003362471A JP 2005127809 A JP2005127809 A JP 2005127809A
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vibration
frame body
upper frame
base
house
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Yasuo Fukuda
康夫 福田
Kazumasa Fukumoto
和正 福本
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an excitation device and an excitation test method suitable for testing earthquake resistance of an existing house. <P>SOLUTION: This excitation device is formed by including a board-shaped upper stage frame body where an excitation object is placed, a relative shear movement resistance force reduction means such as a roller including a rolling body, a board-shaped middle stage frame body where the upper stage frame body is placed across the relative shear movement resistance force reduction means, the second relative shear movement resistance force reduction means, a base where the middle stage frame body is placed across the second relative shear movement resistance force reduction means, an excitation means for vibrating the upper stage frame body in one horizontal vibration direction, the second excitation means for vibrating the middle stage frame body horizontally and orthogonally to one vibration direction, and the third excitation means for vibrating the base vertically. In the device, each frame body and the base are formed by connecting a plurality of frame members composably and decomposably. This excitation test method of a house includes a process for separating the existing house from the foundation, placing it on the excitation device, and vibrating it. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は地震の擬似的な揺れを発生させて既存家屋の耐震性をテストし測定するための加振装置及び家屋の加振試験方法に関する。   The present invention relates to a vibration exciter and a vibration test method for a house for testing and measuring the earthquake resistance of an existing house by generating a pseudo shake of an earthquake.

地震の擬似的な揺れを発生させる装置としては、試験場建物の床に平面枠状の基礎フレームを固定し、基礎フレーム上にリニアベアリングを介して所定の水平方向へ移動自由に水平加振フレームが支持され、水平加振フレーム上にバネ脚を介して加振床が載置され、加振床を水平方向へ往復動させる横揺れ用シリンダが水平加振フレームと基礎フレームとの間に介装される構成や、床上に略水平な支持面を形成するフレームを固定し、その支持面に2枚の加振床をそれぞれリニアガイドを介して所定の水平方向へ移動可能に載置する一方、各加振床をガイド方向へそれぞれ往復動させる2本1組のアクチュエータを共通の受台を挟む両側に同軸上で互いの作動方向を逆向きに配置し、これらの両端部をそれぞれ対応する加振床と共通の受台とに結合した加振装置などが開示されている(例えば、特許文献1参照。)。   As a device that generates pseudo-quake of an earthquake, a flat frame-shaped foundation frame is fixed to the floor of the test site building, and a horizontal excitation frame can be freely moved in a predetermined horizontal direction via a linear bearing on the foundation frame. The vibration floor is supported on a horizontal vibration frame via a spring leg, and a rolling cylinder for reciprocating the vibration floor in the horizontal direction is interposed between the horizontal vibration frame and the base frame. While fixing a frame that forms a substantially horizontal support surface on the floor and placing two vibration floors on the support surface movably in a predetermined horizontal direction via linear guides, Two actuators that reciprocate each excitation floor in the guide direction are arranged coaxially on both sides of a common cradle with their operating directions opposite to each other. A common cradle and cradle Such bound vibrating apparatus is disclosed (e.g., see Patent Document 1.).

しかし、これら従来の加振装置は構造が複雑かつ嵩高であり、加振床上に新規に被試験物である家屋を建造した後にこの家屋に振動を与えることを前提にしている。あるいは、軽量かつ単純な構造の家屋を、加振装置が設置されている建屋の中で組み立てたのち、クレーンで加振床上に載置してこの家屋に振動を与えることを前提にしている。従って、これら従来の加振装置を用いて既存の、築後経年の家屋の耐震性をテストするためには一旦その家屋を解体して加振装置が設置されている建屋に搬入し、加振床上に再構築せねばならず、膨大な手間がかかり、又、再構築による建屋構造の変化が避けられず正確なデータが得られない等の問題があり、このような方法は不適である。
特開平9−146445号公報(第2頁)
However, these conventional vibration devices are complicated and bulky, and it is assumed that a new house to be tested is built on the vibration floor and then the house is vibrated. Alternatively, it is assumed that a light-weight and simple structure house is assembled in a building in which a vibration exciter is installed and then placed on a vibration floor with a crane to give vibration to the house. Therefore, in order to test the seismic resistance of existing, post-construction houses using these conventional vibration generators, the houses are dismantled once and carried into the building where the vibration exciter is installed. Such a method is unsuitable because there is a problem that it must be reconstructed on the floor, which takes a lot of time, and changes in the building structure due to reconstruction cannot be avoided and accurate data cannot be obtained.
JP-A-9-146445 (second page)

本発明は、これら問題点に鑑み、既存の、築後経年の家屋の耐震性をテストするのに適した加振装置及び加振試験方法を提供しようとする。   In view of these problems, the present invention intends to provide an excitation device and an excitation test method suitable for testing the earthquake resistance of an existing house after aging.

本発明の要旨とするところは、加振対象物が載置される盤状の上段枠体と、相対の2物体の間に介在して該物体同士のずり移動の際に生ずる移動抵抗力を減少させる相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される基台と、該上段枠体を水平な一の振動方向に振動させる加振手段とを含んで成り、前記上段枠体が、複数の枠用部材が分解結合可能に連結されてなる加振装置であることにある。   The gist of the present invention is that the movement resistance force generated when the object is sheared by being interposed between the disk-like upper frame on which the object to be vibrated is placed and the two relative objects. Relative shear movement resistance reducing means for reducing, a base on which the upper frame body is placed via the relative shear movement resistance reducing means, and an addition for causing the upper frame body to vibrate in one horizontal vibration direction. And the upper frame body is a vibration device in which a plurality of frame members are connected so as to be disassembled and connectable.

又、本発明の要旨とするところは、加振対象物が載置される盤状の上段枠体と、相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される盤状の中段枠体と、第二の相対ずり移動抵抗力減少手段と、該中段枠体が該第二の相対ずり移動抵抗力減少手段を介して載置される基台と、前記上段枠体を水平な一の振動方向に振動させる加振手段と、前記中段枠体を前記一の振動方向と直角に水平に振動させる第二の加振手段とを含んで成り、前記上段枠体が複数の枠用部材が分解結合可能に連結されてなり、前記中段枠体が複数の第二の枠用部材が分解結合可能に連結されてなる加振装置であることにある。   Further, the gist of the present invention is that a disk-shaped upper frame on which an object to be vibrated is placed, a relative shear movement resistance reducing means, and the upper frame is a relative shear movement resistance reducing means. A plate-like middle stage frame body placed via the second relative shear movement resistance reducing means, and the middle stage frame body placed via the second relative shear movement resistance reduction means. A base, vibration means for vibrating the upper frame body in one horizontal vibration direction, and second vibration means for vibrating the middle frame body horizontally at right angles to the one vibration direction. The upper frame body is a vibration device in which a plurality of frame members are connected so as to be disassembled and the middle frame body is a vibration device in which a plurality of second frame members are connected so as to be disassembled. It is in.

前記加振装置においては、前記相対ずり移動抵抗力減少手段が転動体を含み得る。   In the vibration exciter, the relative shear movement resistance reducing means may include a rolling element.

前記加振装置は前記基台を上下に振動させる第三の加振手段を備え得る。   The vibration device may include a third vibration unit that vibrates the base up and down.

又、本発明の要旨とするところは、既存家屋が載置されることとなる上段枠体と、相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される基台と、前記上段枠体を水平な一の振動方向に振動させる加振手段とを含んで成る加振用装置を準備する装置準備工程と、
前記基台が載置されることとなる基盤面を準備する工程と、
前記家屋を土台から分離する工程と、
前記基盤面上に前記上段枠体、前記相対ずり移動抵抗力減少手段及び前記基台を位置させ、前記上段枠体上に分離された前記家屋を載置する据付工程と、
前記上段枠体を、前記加振手段を用いて振動させる工程と
を含んで成る家屋の加振試験方法であることにある。
Also, the gist of the present invention is that the upper frame on which the existing house is placed, the relative shear movement resistance reducing means, and the upper frame through the relative shear movement resistance reducing means. An apparatus preparation step of preparing an excitation device comprising: a base placed on the base plate; and an excitation unit that vibrates the upper frame in one horizontal vibration direction;
Preparing a base surface on which the base is to be placed;
Separating the house from the base;
An installation step of placing the upper frame, the relative shear movement resistance reducing means and the base on the base surface, and placing the house separated on the upper frame;
A vibration test method for a house, comprising the step of vibrating the upper frame using the vibration means.

更に、本発明の要旨とするところは、既存家屋が載置されることとなる上段枠体と、相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される中段枠体と、第二の相対ずり移動抵抗力減少手段と、該中段枠体が該第二の相対ずり移動抵抗力減少手段を介して載置される基台と、前記上段枠体を水平な一の振動方向に振動させる加振手段と、前記中段枠体を前記一の振動方向と直角に水平に振動させる第二の加振手段とを含んで成る加振用装置を準備する装置準備工程と、
前記基台が載置されることとなる基盤面を準備する工程と、
前記家屋を土台から分離する工程と、
前記基盤面上に前記上段枠体、前記転動体、前記中段枠体、前記第二の転動体及び前記基台を位置させ、前記上段枠体上に分離された前記家屋を載置する据付工程と、
前記上段枠体及び前記中段枠体を、前記第一の加振手段及び前記第二の加振手段を用いてそれぞれ振動させる工程と
を含んで成る家屋の加振試験方法であることにある。
Further, the gist of the present invention is that the upper frame body on which the existing house is placed, the relative shear movement resistance reducing means, and the upper frame body via the relative shear movement resistance reducing means. An intermediate stage frame body mounted on the second stage, second relative shear movement resistance reducing means, and a base on which the intermediate frame body is mounted via the second relative shear movement resistance reduction means, An excitation device comprising: an excitation unit that vibrates the upper frame body in one horizontal vibration direction; and a second excitation unit that vibrates the middle frame body horizontally at right angles to the one vibration direction. An apparatus preparation process for preparing
Preparing a base surface on which the base is to be placed;
Separating the house from the base;
An installation process of placing the house separated on the upper frame body by positioning the upper frame body, the rolling body, the middle frame body, the second rolling body and the base on the base surface. When,
The vibration test method for a house includes a step of vibrating the upper frame body and the middle frame body using the first vibration means and the second vibration means, respectively.

前記加振試験方法においては、前記加振用装置が前記基台を上下に振動させる第三の加振手段を備え得、
前記据付工程が、前記基盤面上に前記上段枠体、前記相対ずり移動抵抗力減少手段、前記中段枠体、前記第二の相対ずり移動抵抗力減少手段、前記第三の加振手段及び前記基台を位置させ、前記上段枠体上に分離された前記家屋を載置する工程であり得る。
In the vibration test method, the vibration device may include a third vibration unit that vibrates the base up and down,
The installation process includes the upper frame, the relative shear movement resistance reducing means, the middle frame, the second relative shear movement resistance reducing means, the third vibration means, and the upper frame on the base surface. It may be a step of placing a base and placing the house separated on the upper frame.

前記加振試験方法においては、前記相対ずり移動抵抗力減少手段が転動体を含み得る。   In the vibration test method, the relative shear movement resistance reducing means may include rolling elements.

前記加振試験方法においては、前記据付工程が、前記基盤面上に間隙をおいて前記分離された家屋を位置させる工程と、次いで前記上段枠体及び前記基台、又は、前記上段枠体及び前記中段枠体及び前記基台を前記基盤面上かつ前記分離された家屋の下方に位置させる位置決め工程を含み得る。   In the vibration test method, the installation step includes the step of positioning the separated house with a gap on the base surface, and then the upper frame body and the base, or the upper frame body and A positioning step of positioning the middle frame and the base on the base surface and below the separated house may be included.

前記加振試験方法においては、前記据付工程が、前記上段枠体及び前記基台、又は、前記上段枠体及び前記中段枠体及び前記基台を前記基盤面上に位置させる位置決め工程と、次いで前記上段枠体上に前記分離された家屋を載置する工程を含み得る。   In the vibration test method, the installation step includes positioning the upper frame body and the base, or positioning the upper frame body, the middle frame body, and the base on the base surface, and A step of placing the separated house on the upper frame body may be included.

前記加振試験方法においては、前記装置準備工程が、前記加振装置を準備する工程と、前記上段枠体及び又は前記中段枠体を前記枠体用部材及び/又は前記第二の枠体用部材に分解する工程とを含み、
前記位置決め工程が、前記上段枠体及び又は前記中段枠体を、前記枠体用部材及び/又は前記第二の枠体用部材から組み立てる工程を含み得る。
In the vibration test method, the device preparation step includes the step of preparing the vibration device, the upper frame body and / or the middle frame body for the frame member and / or the second frame body. Disassembling into members,
The positioning step may include a step of assembling the upper frame member and / or the middle frame member from the frame member and / or the second frame member.

本発明により、築後経年の家屋の耐震性をその家屋の建設地近傍で試験するのに適した加振装置及び加振試験方法が得られる。この試験により、築後経年の家屋の耐震性の正確なデータが迅速にかつ手間をかけずに得られる。非破壊の試験であれば、試験後の家屋をもとの場所に再度移して試験前の使用可能な状態に容易に復元できる。   According to the present invention, a vibration apparatus and a vibration test method suitable for testing the earthquake resistance of a house aged after construction in the vicinity of the construction site of the house can be obtained. This test provides accurate and time-consuming data on the earthquake resistance of aged houses. If it is a non-destructive test, the house after the test can be moved back to the original location and easily restored to the usable state before the test.

本発明の加振装置や加振試験方法は地震模擬体験用装置に適用出来る。この地震模擬体験用装置によれば、いかなる僻地であっても既存家屋の加振による地震模擬体験を実施でき、防災意識の啓蒙に寄与する。   The vibration device and the vibration test method of the present invention can be applied to an earthquake simulation experience device. According to this earthquake simulation experience device, it is possible to carry out an earthquake simulation experience by oscillating existing houses in any remote area, contributing to enlightenment of disaster prevention awareness.

本発明に係る態様を図面に基づいて詳しく説明する。なお、本明細書においては、各図にわたって記される同じ符号は同一又は同様の部材やものを示す。図1は本発明の加振装置2の態様の一例を示し、図1(a)、図1(b)はそれぞれ正面図、平面図である。図1において、加振装置2は、加振対象物である家屋1が載置された盤状の上段枠体(上段平面枠体)4と、上段枠体4の下面に固定された転動具6と、転動具6を介して上段枠体4を載置する基台8と、上段枠体4を水平な一の振動方向(矢印B方向)に振動させる加振手段10を含んで成る。基台8は地面30に載置される。図2(a)は図1のA−A方向の断面図であり、図2(b)は図1のA´−A´方向の断面図である。図2(b)は基台8の構成を示す。基台8は転動具6をのせて走行させる平行な一対又は複対のレールであってもよい。本明細書においては、盤状の枠体とは、例えば額縁状や障子の桟状に、あるいはフォークリフト用の木製パレット状に、主に2次元的な広がり方向に枠組みされた枠体を意味する。   The aspect which concerns on this invention is demonstrated in detail based on drawing. In addition, in this specification, the same code | symbol written over each figure shows the same or similar member and thing. FIG. 1 shows an example of an aspect of the vibration exciter 2 of the present invention, and FIG. 1 (a) and FIG. 1 (b) are a front view and a plan view, respectively. In FIG. 1, a vibration device 2 includes a plate-like upper frame (upper flat frame) 4 on which a house 1 as a vibration object is placed, and rolling fixed to the lower surface of the upper frame 4. A tool 6, a base 8 on which the upper frame body 4 is placed via the rolling tool 6, and a vibration means 10 that vibrates the upper frame body 4 in one horizontal vibration direction (arrow B direction). Become. The base 8 is placed on the ground 30. 2A is a cross-sectional view in the AA direction of FIG. 1, and FIG. 2B is a cross-sectional view in the A′-A ′ direction of FIG. FIG. 2B shows the configuration of the base 8. The base 8 may be a pair of parallel or multiple pairs of rails on which the rolling tool 6 is placed. In the present specification, the disc-shaped frame means a frame that is framed mainly in a two-dimensional spreading direction, for example, in the shape of a frame, a shoji frame, or a wooden pallet for a forklift. .

図3は、加振手段10の要部拡大図であり、図3(a)、図3(b)はそれぞれ正面図、平面図である。加振手段10は油圧シリンダ12と、シリンダ12にセットされた往復動可能なピストン14と、ピストン14の先端の軸着部96と、先端の軸着部96と上段枠体4の駆動がわ枠部材20との間に介在して駆動がわ枠部材20に固定され、軸着部96をピン24を介して上段枠体4に軸着させる軸受け板26から構成される。ピストン14の往復動により、上段枠体4が水平に(矢印B方向に)振動し、これにより家屋1が加振される。   FIG. 3 is an enlarged view of a main part of the vibration means 10, and FIGS. 3 (a) and 3 (b) are a front view and a plan view, respectively. The vibration means 10 includes a hydraulic cylinder 12, a reciprocating piston 14 set in the cylinder 12, a shaft attaching portion 96 at the tip of the piston 14, and a drive of the tip attaching portion 96 and the upper frame 4. A drive plate is interposed between the frame member 20 and fixed to the frame member 20, and is configured by a bearing plate 26 that pivotally attaches a bearing portion 96 to the upper frame body 4 via a pin 24. Due to the reciprocating motion of the piston 14, the upper frame 4 vibrates horizontally (in the direction of arrow B), and thereby the house 1 is vibrated.

図4は、転動具6の要部拡大図であり、図4(a)、図4(b)はそれぞれ正面図、側面図である。転動具6は、上板34と、上板34の両側縁それぞれから垂下する一対の軸受け側板36、36と、軸受け側板36、36にかけわたされた軸38を介して一対の軸受け側板36、36に軸着する転動体ロール40、40とから構成される。上板34の上面が上段枠体4の側面がわ枠部材32の下面に固定される。転動体ロール40は、基台8の側面がわ枠部材42の上面を、その上面の、基台8の側面がわ枠部材42の長手方向に敷設の一対の案内凸条39、39の間を、基台8の側面がわ枠部材42の長手方向に沿って転動する。   FIG. 4 is an enlarged view of a main part of the rolling tool 6, and FIG. 4 (a) and FIG. 4 (b) are a front view and a side view, respectively. The rolling tool 6 includes an upper plate 34, a pair of bearing side plates 36, 36 depending from both side edges of the upper plate 34, and a pair of bearing side plates 36, via a shaft 38 passed over the bearing side plates 36, 36. It is comprised from the rolling-element rolls 40 and 40 axially attached to 36. FIG. The upper surface of the upper plate 34 is fixed to the lower surface of the frame member 32 while the side surface of the upper frame 4 is fixed. The rolling element roll 40 has a side surface of the base 8 on the upper surface of the frame member 42, and a side surface of the base 8 between the pair of guide protrusions 39, 39 laid in the longitudinal direction of the frame member 42. The side surface of the base 8 rolls along the longitudinal direction of the frame member 42.

転動具6は上段枠体4と基台8との間に介在して、上段枠体4と基台8との相対ずり移動抵抗力を減少させる相対ずり移動抵抗力減少手段99となっている。相対ずり移動抵抗力減少手段は相対の2物体の間に介在して該物体同士のずり移動の際に生ずる移動抵抗力を減少させる手段であり、相対ずり移動抵抗力減少手段99は、上段枠体4と基台8との間に介在させる弗素系樹脂や低圧ポリエチレンのような樹脂を素材とする板であってもよい。このような樹脂の板を介して上段枠体4を基台8に載置することにより、上段枠体と基台8との水平方向の相対移動時の摩擦抵抗が減少する。   The rolling tool 6 is interposed between the upper frame body 4 and the base 8 and serves as a relative shear movement resistance reducing means 99 for reducing the relative shear movement resistance force between the upper frame body 4 and the base 8. Yes. Relative shear movement resistance reducing means is a means for interposing between two relative objects to reduce the movement resistance generated when the objects move in shear. The relative shear movement resistance reducing means 99 is an upper frame. A plate made of a resin such as a fluorine-based resin or low-pressure polyethylene interposed between the body 4 and the base 8 may be used. By placing the upper frame body 4 on the base 8 via such a resin plate, the frictional resistance during the relative movement of the upper frame body and the base 8 in the horizontal direction is reduced.

あるいは、ゴム体のような弾性ブロック、あるいは、ゴム板と鋼板を交互に水平に積層した弾性ブロックを、相対ずり移動抵抗力減少手段99として上段枠体4と基台8との間に介在させてもよい。この場合、上段枠体4と基台8との水平方向の相対移動時の抵抗が弾性ブロックのせん断変形により緩和されて相対ずり移動抵抗力が減少する。   Alternatively, an elastic block such as a rubber body or an elastic block in which rubber plates and steel plates are alternately and horizontally stacked is interposed between the upper frame body 4 and the base 8 as the relative shear movement resistance reducing means 99. May be. In this case, the resistance when the upper frame body 4 and the base 8 are relatively moved in the horizontal direction is relaxed by the shear deformation of the elastic block, and the relative shear movement resistance force is reduced.

相対ずり移動抵抗力減少手段99はこれらに限定されず、上下の物体の間に介在してその上下の物体の水平方向の相対移動時の抵抗力を減少させるものであればよい。例えば、潤滑用グリースが用いられてもよい.。あるいは、例えば基台8に載置されて上段枠体を支承するコイルバネであってもよい。   The relative shear movement resistance reducing means 99 is not limited to these, and any means may be used as long as it is interposed between the upper and lower objects and reduces the resistance force during the relative movement of the upper and lower objects in the horizontal direction. For example, lubricating grease may be used. Alternatively, for example, a coil spring that is placed on the base 8 and supports the upper frame body may be used.

図5〜図12に既設の築後経年の家屋100を加振装置2(図1)に載置する手順を順を追って示す。   5 to 12 show the procedure for placing the existing post-building house 100 on the vibration exciter 2 (FIG. 1) step by step.

(1)図5に示すように、土台102の上に構築された家屋100の根太(不図示)に沿った外側両側部それぞれに、運搬用梁50、52を水平に配置し、運搬用梁50、52それぞれと接する家屋100の柱54と、運搬用梁50、52のそれぞれとを固定手段55により一時的に固定する。固定手段55による固定は例えばロープによる締結や鎹によるくぎうちによりなされる。次いであるいは同時に運搬用梁50と運搬用梁52との間に連結梁56、56が家屋100の外壁をめぐってかけわたされ、それぞれ運搬用梁50あるいは運搬用梁52と例えばロープやボルトによる締結や鎹によるくぎうちにより固定される。   (1) As shown in FIG. 5, the transport beams 50 and 52 are horizontally arranged on both sides on the outer side along the joists (not shown) of the house 100 constructed on the base 102, and the transport beams The pillars 54 of the house 100 in contact with the respective 50 and 52 and the transport beams 50 and 52 are temporarily fixed by the fixing means 55. The fixing by the fixing means 55 is performed, for example, by fastening with a rope or a nail with a hook. Next, or simultaneously, connecting beams 56, 56 are routed around the outer wall of the house 100 between the transport beam 50 and the transport beam 52, and the transport beam 50 or the transport beam 52 is connected to the transport beam 50 or the transport beam 52 by, for example, a rope or bolt. It is fixed by the nail out.

更に、運搬用梁50、52の前端部にわたされて渡し梁60が配置される。又、運搬用梁50、52の後端部にわたされて渡し梁62が配置される。渡し梁60、62は運搬用梁50、52を下がわから支承し、渡し梁60、62とも両端部それぞれが地面70に立設されるジャッキ66により支承される。   Further, a transfer beam 60 is disposed across the front ends of the transport beams 50 and 52. Further, a transfer beam 62 is disposed across the rear ends of the transport beams 50 and 52. The transfer beams 60 and 62 support the transport beams 50 and 52 from below, and both the transfer beams 60 and 62 are supported by jacks 66 erected on the ground 70 at both ends.

(2)図6に示すように、家屋100と土台102との連結を切り離し、ジャッキ66により渡し梁60、62をジャッキアップして家屋100を土台102の上方に隙間68をもたせて分離する。   (2) As shown in FIG. 6, the connection between the house 100 and the base 102 is disconnected, and the bridges 60 and 62 are jacked up by the jack 66 to separate the house 100 with a gap 68 above the base 102.

(3)図7に示すように、運搬用梁50、運搬用梁52それぞれの下方にロールコンベア台72、72を地面70に載置の状態で配置する。ロールコンベア台72は、長尺のコンベア基台74の上縁部に複数の転動ロール76を軸着させてロールコンベア台72の長手方向に沿って配置したもので、転動ロール76の軸方向は、ロールコンベア台72の長手方向と直交しかつ水平である。これにより、ロールコンベア台72に載置された物体が、転動ロール76の周面に当接し、ロールコンベア台72の長手方向に小さな力で動かされることとなる。   (3) As shown in FIG. 7, roll conveyor stands 72 and 72 are placed on the ground 70 below the carrying beam 50 and the carrying beam 52, respectively. The roll conveyor table 72 is a table in which a plurality of rolling rolls 76 are axially attached to the upper edge of the long conveyor base 74 and arranged along the longitudinal direction of the roll conveyor table 72. The direction is orthogonal to the longitudinal direction of the roll conveyor table 72 and is horizontal. As a result, the object placed on the roll conveyor table 72 comes into contact with the peripheral surface of the rolling roll 76 and is moved with a small force in the longitudinal direction of the roll conveyor table 72.

次いで、ジャッキ66により渡し梁60、62をジャッキダウンして運搬用梁50、運搬用梁52をそれぞれロールコンベア台72、72に載置する。この載置の状態で、隙間68はなくならず、家屋100が土台102に対して浮いた状態が維持される。   Next, the transfer beams 60 and 62 are jacked down by the jack 66, and the transport beam 50 and the transport beam 52 are placed on the roll conveyor tables 72 and 72, respectively. In this mounting state, the gap 68 is not lost, and the state where the house 100 is floated with respect to the base 102 is maintained.

(4)図8に示すように、渡し梁60、62(図7)を撤去し、ロールコンベア台72をさらに前方長手方向に列状に地面の上に配して、牽引ロープ74の一端を前がわ(図面視左がわ)の連結梁56に固定して前方に牽引する。これにより、家屋100が連結梁56、運搬用梁50、運搬用梁52を介して前方に牽引される。   (4) As shown in FIG. 8, the transfer beams 60 and 62 (FIG. 7) are removed, and the roll conveyor base 72 is further arranged on the ground in a row in the longitudinal direction of the front, and one end of the tow rope 74 is attached. It is fixed to the connecting beam 56 of the front side (left side in the drawing) and pulled forward. As a result, the house 100 is pulled forward via the connection beam 56, the transport beam 50, and the transport beam 52.

(5)図9に示すように、家屋100が所定の位置まで牽引されると、運搬用梁50、運搬用梁52をジャッキアップし、その位置のロールコンベア台を撤去して加振装置2を家屋100と地面70との間に挿入する。あるいは、家屋100と地面70との間に加振装置2を組み立てる。この位置に相当する地面70は前記基台が載置されることとなる基盤面71であり、基盤面71は予め(1)の工程以前に指定して準備される。   (5) As shown in FIG. 9, when the house 100 is pulled to a predetermined position, the carrying beam 50 and the carrying beam 52 are jacked up, the roll conveyor table at that position is removed, and the vibration device 2 is removed. Is inserted between the house 100 and the ground 70. Alternatively, the vibration device 2 is assembled between the house 100 and the ground 70. The ground 70 corresponding to this position is a base surface 71 on which the base is to be placed, and the base surface 71 is specified and prepared in advance before the step (1).

(6)運搬用梁50、52をジャッキダウンし加振装置2が家屋100を支承する状態で運搬用梁50、52、連結梁56を撤去すると、図10に示すように、加振装置2に家屋100が載置された状態が得られる。   (6) When the transport beams 50 and 52 are jacked down and the transport beams 50 and 52 and the connecting beam 56 are removed while the vibration device 2 supports the house 100, as shown in FIG. Thus, a state where the house 100 is placed is obtained.

又、加振装置2が家屋100に対して相対的に小型の場合は、(5)のステップで、予め加振装置2を、ロールコンベア台72、72の列の先端部において、ロールコンベア台72、72の間に配置し、家屋100がその配置された加振装置2の真上の位置まで牽引されたときに、その位置で家屋100を図11に示す状態で停止させ、次いで運搬用梁50、52をジャッキアップし、その位置のロールコンベア台を撤去し、次いで運搬用梁50、52をジャッキダウンし加振装置2が家屋100を支承する状態で運搬用梁50、52、連結梁56を撤去して、図12に示すように、加振装置2に家屋100が載置された状態が得られる。   When the vibration device 2 is relatively small with respect to the house 100, the vibration device 2 is preliminarily placed at the end of the row of the roll conveyor tables 72 and 72 in the step (5). When the house 100 is pulled to a position directly above the vibration device 2 where the house 100 is placed, the house 100 is stopped in the state shown in FIG. 11 and then transported. The beams 50 and 52 are jacked up, the roll conveyor base at the position is removed, the transport beams 50 and 52 are then jacked down, and the transport beams 50 and 52 are connected in a state where the vibration exciter 2 supports the house 100. The state where the house 100 is placed on the vibration exciter 2 is obtained by removing the beam 56 as shown in FIG.

本発明に用いられる加振装置は、図13に示すように、加振対象物を前後及び左右に振動させるものであってもよい。図13に示す加振装置2aは、加振対象物である家屋1が載置された盤状の上段枠体(上段平面枠体)4と、上段枠体4の下面に固定された転動具6と、転動具6を介して上段枠体4を載置する盤状の中段枠体(中段平面枠体)80と、転動具86(相対ずり移動抵抗力減少手段99)を介して中段枠体(中段平面枠体)80を載置する基台8と、上段枠体4を水平な一の振動方向に振動させる加振手段10と、中段枠体80をその一の振動方向と直角に水平に(B´方向に)振動させる第二の加振手段90と、を含んで成る。基台8は地面30に載置される。図14(a)は図13のC−C方向の断面図であり、図14(b)は図13のC´−C´方向の断面図である。   As shown in FIG. 13, the vibration device used in the present invention may vibrate a vibration object in the front-rear direction and the left-right direction. 13 is a plate-like upper frame (upper flat frame) 4 on which the house 1 that is the object to be vibrated is placed, and rolling fixed to the lower surface of the upper frame 4. A tool 6, a disk-shaped middle frame (middle-stage plane frame) 80 on which the upper frame 4 is placed via the rolling tool 6, and a rolling tool 86 (relative shear movement resistance reducing means 99). The base 8 on which the middle frame (middle plane frame) 80 is placed, the vibration means 10 that vibrates the upper frame 4 in one horizontal vibration direction, and the middle frame 80 in one vibration direction. And second vibration means 90 that vibrates horizontally at right angles (in the B ′ direction). The base 8 is placed on the ground 30. 14A is a cross-sectional view in the CC direction of FIG. 13, and FIG. 14B is a cross-sectional view in the C′-C ′ direction of FIG.

本発明の加振装置は、図15に示すように、加振対象物を前後、左右及び上下に振動させるものであってもよい。図15に示す加振装置2bは、加振対象物である家屋1が載置された盤状の上段枠体(上段平面枠体)4と、上段枠体4の下面に固定された転動具6と、転動具6を介して上段枠体4を載置する盤状の中段枠体(中段平面枠体)80と、転動具86を介して中段枠体(中段平面枠体)80を載置する基台8bと、上段枠体4を水平な一の振動方向に振動させる加振手段10と、中段枠体80をその一の振動方向と直角に水平に振動させる第二の加振手段90と、基台8bを上下に振動させる第三の加振手段92を備える。図16(a)は図15のD−D方向の断面図であり、基台8bの構成を示す。図16(b)は図15のD´−D´方向の断面図である。   As shown in FIG. 15, the vibration device of the present invention may vibrate a vibration target in the front-rear direction, the left-right direction, and the vertical direction. The vibration device 2b shown in FIG. 15 includes a plate-like upper frame (upper plane frame) 4 on which the house 1 as a vibration object is placed, and rolling fixed to the lower surface of the upper frame 4. A tool 6, a plate-like middle frame (middle plane frame) 80 on which the upper frame 4 is placed via the rolling tool 6, and a middle frame (middle plane frame) via the rolling tool 86. A base 8b on which 80 is mounted, a vibration means 10 that vibrates the upper frame 4 in one horizontal vibration direction, and a second that vibrates the middle frame 80 horizontally at right angles to the one vibration direction. A vibration means 90 and a third vibration means 92 that vibrates the base 8b up and down are provided. FIG. 16A is a cross-sectional view in the DD direction of FIG. 15 and shows the configuration of the base 8b. FIG. 16B is a cross-sectional view in the direction D′-D ′ of FIG.

本発明の加振装置を構成する上段枠体、中段枠体、基台を構成する枠体は、いずれも厚さが小の盤状の枠体から成り、本発明の加振装置はこれらが重畳されてなるので、全体としての高さが低く、このため、図5〜図12に説明された手順での装置の構築と、加振試験が可能になる。   The upper frame, the middle frame, and the frame that constitute the base of the vibration device of the present invention are all composed of a disk-shaped frame with a small thickness. Since they are superposed, the overall height is low, so that it is possible to construct an apparatus and perform a vibration test in accordance with the procedure described in FIGS.

本発明に用いられる転動具は、図17に示すように、下側の枠体4dに固定され、転動体ロール40mが上側の枠体4uを支承する構成であってもよい。又、図18に示すように、転動具6kがロール40kから成るコロのみで構成されロール40kが上側の枠体4uと下側の枠体4dに直接挟まれて上側の枠体4uを支承する構成であってもよい。符号45はロール40kをかこんでその転動方向をガイドする囲み柵である。更に、本発明に用いられる転動具はリニアベアリングであってもよい。   As shown in FIG. 17, the rolling tool used in the present invention may be configured to be fixed to the lower frame 4d and the rolling element roll 40m to support the upper frame 4u. Further, as shown in FIG. 18, the rolling tool 6k is composed only of a roller composed of a roll 40k, and the roll 40k is directly sandwiched between the upper frame 4u and the lower frame 4d to support the upper frame 4u. It may be configured to. Reference numeral 45 denotes an enclosing fence that holds the roll 40k and guides its rolling direction. Furthermore, the rolling tool used in the present invention may be a linear bearing.

本発明に用いられる上段枠体、中段枠体、基台を構成する枠体は、これら枠体を構成する枠部材が着脱可能に連結されていることが好ましい。図19に、枠部材が着脱可能に連結されている態様の一例を示す。図19は、図1に示す上段枠体4が枠体を構成する枠部材が着脱可能に連結された態様である枠体4tを示す。枠体4tは複数の枠部材5から成り、隣接の枠部材5同士が連結部7を介して着脱可能に連結されている。図20は、中段枠体、基台を構成する枠体であり、枠部材が着脱可能に連結されてなる枠体4ttを示す。枠体4ttは複数の枠部材5tから成り、隣接の枠部材5t同士が連結部7を介して着脱可能に連結されている。   It is preferable that the frame members constituting the upper frame, the middle frame, and the base used in the present invention are detachably connected to the frame members constituting these frames. In FIG. 19, an example of the aspect with which the frame member is connected so that attachment or detachment is possible is shown. FIG. 19 shows a frame 4t that is an aspect in which the upper frame 4 shown in FIG. 1 is detachably connected to frame members that constitute the frame. The frame body 4 t is composed of a plurality of frame members 5, and adjacent frame members 5 are detachably connected via a connecting portion 7. FIG. 20 shows a frame 4tt which is a frame constituting the middle frame and the base and in which frame members are detachably connected. The frame body 4tt is composed of a plurality of frame members 5t, and adjacent frame members 5t are detachably connected to each other via a connecting portion 7.

図21に連結部7の態様の一例を示す。連結部7は、連結用板9とボルト11から成り、枠部材5(5t)同士が連結用板9を介してボルト11で締結されて連結される。連結の態様は図19〜図21に示す態様に限定されるものではない。例えば、枠体の角部で連結されてもよい。連結用板が一方の枠部材に溶接されていてもよい。   An example of the aspect of the connection part 7 is shown in FIG. The connecting portion 7 includes a connecting plate 9 and a bolt 11, and the frame members 5 (5 t) are fastened and connected by the bolt 11 via the connecting plate 9. The mode of connection is not limited to the mode shown in FIGS. For example, you may connect with the corner | angular part of a frame. The connecting plate may be welded to one of the frame members.

枠体を複数の枠部材に分解することにより、自動車に搭載して道路を運搬可能なサイズの枠部材に分解することが出来る。これにより、枠部材をトラック等の陸送運搬用車両に搭載して遠方に運搬が可能となる。あるいは狭隘な道路や急峻な山道を経由してのみ到達できる、対象の既存家屋の近辺にも運搬が可能となる。このような運搬により、既存家屋がいかなる場所にあっても、既存家屋の近辺で枠体を組み立てて加振テストを行なうことが出来る。   By disassembling the frame body into a plurality of frame members, the frame body can be disassembled into a frame member of a size that can be mounted on an automobile and transported on a road. As a result, the frame member is mounted on a land transportation vehicle such as a truck and can be transported far away. Alternatively, it can be transported to the vicinity of the target existing house that can only be reached via narrow roads or steep mountain roads. By such transportation, the vibration test can be performed by assembling the frame body in the vicinity of the existing house, regardless of the location of the existing house.

更に、既存家屋を図5以下に示す方法でリフトアップし、その下に建屋の敷地面積をカバーする枠体を組み立てることが出来るので、家屋が大型であっても加振テストを行なうことが出来る。   Furthermore, the existing house can be lifted up by the method shown in FIG. 5 and below, and a frame body covering the site area of the building can be assembled thereunder, so that the vibration test can be performed even if the house is large. .

枠部材は山形鋼、溝形鋼、H形鋼等の長尺鋼材を素材として作ることが出来る。   The frame member can be made of a long steel material such as an angle steel, a grooved steel, or an H-shaped steel.

本発明において用いられる加振手段は枠体に往復振動を与えるものであれば特に限定されないが、例えば、出力50〜100KN、押側受圧面積7〜15cm、ストローク50〜300の複動タイプの油圧シリンダが選択的に好適に用いられる。上下振動を与える加振手段には、単動タイプの油圧シリンダも使用できる。振動はピストン加圧用のオイルの管路を開閉弁で周期的に開閉することによりピストンを往復動させて行なわれる。 Although vibrating means used in the present invention is not particularly limited as long as it gives a reciprocating movement to the frame, for example, output 50~100KN, push-side pressure receiving area 7~15Cm 2, the double-acting type of stroke 50 to 300 hydraulic A cylinder is preferably used selectively. A single-acting hydraulic cylinder can also be used as the vibration means for applying vertical vibration. The vibration is performed by reciprocating the piston by periodically opening and closing a pipe for oil for pressurizing the piston with an on-off valve.

油圧シリンダも、枠体に着脱可能に装着されることが加振装置を目的の試験場所への運搬のうえで好ましい。又、油圧シリンダ駆動用のオイルコンプレッサも移送可能で石油系燃料エンジンを用いて駆動されるタイプであることが、既存家屋がいかなる場所にあっても、既存家屋の近辺で加振テストを行なうことができて好ましい。   It is preferable that the hydraulic cylinder is also detachably attached to the frame body in order to transport the vibration exciter to a target test place. In addition, the oil compressor for driving the hydraulic cylinder can also be transported and driven using a petroleum-based fuel engine. The vibration test should be performed in the vicinity of the existing house no matter where it is located. Is preferable.

以上本発明の加振装置及び加振試験方法の態様を説明したが、本発明はその趣旨を逸脱しない範囲で、当業者の知識に基づき種々の改良、修正、変形を加えた態様で実施し得るものであり、これらの態様はいずれも本発明の範囲に属するものである。   Although the embodiments of the vibration device and the vibration test method of the present invention have been described above, the present invention can be carried out in various modifications, modifications and variations based on the knowledge of those skilled in the art without departing from the spirit of the present invention. All of these embodiments are within the scope of the present invention.

本発明の加振装置及び加振試験方法は、家屋の加振試験のみならず、移動体や電気制御ボックスや大型機器の現地での加振試験にも適用出来る。   The vibration apparatus and the vibration test method of the present invention can be applied not only to a vibration test of a house, but also to a vibration test in a field of a mobile object, an electric control box, or a large device.

本発明の加振装置や加振試験方法は全国津々浦々の自治体や諸機関で実施する地震模擬体験用装置に適用出来る。   The vibration device and the vibration test method of the present invention can be applied to earthquake simulation experience devices carried out by local governments and various institutions throughout the country.

本発明の加振装置の態様の一例を示し、図1(a)、図1(b)はそれぞれ正面図、平面図である。An example of the aspect of the vibration apparatus of this invention is shown, and Fig.1 (a) and FIG.1 (b) are respectively a front view and a top view. 図2(a)は図1の加振装置のA−A方向の断面図であり、図2(b)は図1の加振装置のA´−A´方向の断面図である。2A is a cross-sectional view in the AA direction of the vibration device in FIG. 1, and FIG. 2B is a cross-sectional view in the A′-A ′ direction of the vibration device in FIG. 本発明に用いられる加振手段の要部拡大図であり、図3(a)、図3(b)はそれぞれ正面図、平面図である。It is a principal part enlarged view of the vibration means used for this invention, Fig.3 (a) and FIG.3 (b) are respectively a front view and a top view. 本発明に用いられる転動具の要部拡大図であり、図4(a)、図4(b)はそれぞれ正面図、側面図である。It is a principal part enlarged view of the rolling tool used for this invention, and Fig.4 (a) and FIG.4 (b) are a front view and a side view, respectively. 家屋を加振装置に載置する手順を図5〜図12に順を追って示す説明図であり、図5(a)、図5(b)はそれぞれ正面図、側面図である。It is explanatory drawing which shows the procedure which mounts a house in a vibration excitation apparatus later on in order to FIGS. 5-12, and FIG. 5 (a) and FIG.5 (b) are a front view and a side view, respectively. 家屋を加振装置に載置する手順を順を追って示す説明図であり、図6(a)、図6(b)はそれぞれ正面図、側面図である。It is explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on, and FIG. 6 (a) and FIG.6 (b) are a front view and a side view, respectively. 家屋を加振装置に載置する手順を順を追って示す説明図であり、図7(a)、図7(b)はそれぞれ正面図、側面図である。It is explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on, FIG.7 (a) and FIG.7 (b) are respectively a front view and a side view. 家屋を加振装置に載置する手順を順を追って示す側面説明図である。It is side explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on. 家屋を加振装置に載置する手順を順を追って示す側面説明図である。It is side explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on. 家屋を加振装置に載置する手順を順を追って示す側面説明図である。It is side explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on. 家屋を加振装置に載置する手順を順を追って示す側面説明図である。It is side explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on. 家屋を加振装置に載置する手順を順を追って示す側面説明図である。It is side explanatory drawing which shows the procedure which mounts a house in a vibration apparatus later on. 本発明に用いられる加振装置の態様の他の一例を示す正面図である。It is a front view which shows another example of the aspect of the vibration apparatus used for this invention. 図14(a)は図13の加振装置のC−C方向の断面図であり、図14(b)は図13の加振装置のC´−C´方向の断面図である。14A is a cross-sectional view in the CC direction of the vibration device in FIG. 13, and FIG. 14B is a cross-sectional view in the C′-C ′ direction in the vibration device in FIG. 13. 本発明に用いられる加振装置の態様の更に他の一例を示す正面図である。It is a front view which shows another example of the aspect of the vibration apparatus used for this invention. 図16(a)は図15の加振装置のD−D方向の断面図であり、図16(b)は図15の加振装置のD´−D´方向の断面図である。16A is a cross-sectional view in the DD direction of the vibration device in FIG. 15, and FIG. 16B is a cross-sectional view in the D′-D ′ direction of the vibration device in FIG. 15. 本発明の加振装置に用いられる転動具の態様の一例を示し、図17(a)、図17(b)はそれぞれ正面図、側面図である。An example of the aspect of the rolling tool used for the vibration apparatus of this invention is shown, and Fig.17 (a) and FIG.17 (b) are respectively a front view and a side view. 本発明の加振装置に用いられる転動具の態様の他の一例を示し、図18(a)、図18(b)はそれぞれ正面図、側面図である。The other example of the aspect of the rolling tool used for the vibration apparatus of this invention is shown, Fig.18 (a) and FIG.18 (b) are respectively a front view and a side view. 本発明の加振装置に用いられる枠体の態様の一例を示す平面模式図である。It is a plane schematic diagram which shows an example of the aspect of the frame used for the vibration apparatus of this invention. 本発明の加振装置に用いられる枠体の態様の他の一例を示す平面模式図である。It is a plane schematic diagram which shows another example of the aspect of the frame used for the vibration apparatus of this invention. 枠部材の連結に用いられる連結部の態様の一例を示し、図21(a)は正面図、図21(b)は図21(a)のE−E方向の断面図である。An example of the aspect of the connection part used for connection of a frame member is shown, Fig.21 (a) is a front view, FIG.21 (b) is sectional drawing of the EE direction of Fig.21 (a).

符号の説明Explanation of symbols

2、2a、2b:加振装置
1、100:家屋
4:上段枠体
6、86:転動具
8、8b:基台
10:加振手段
40:転動体ロール
80:中段枠体
90:第二の加振手段
92:第三の加振手段
99:相対ずり移動抵抗力減少手段
2, 2a, 2b: Excitation apparatus 1, 100: House 4: Upper frame body 6, 86: Rolling tool 8, 8b: Base 10: Excitation means 40: Rolling element roll 80: Middle frame body 90: No. Second vibration means 92: Third vibration means 99: Relative shear movement resistance reducing means

Claims (11)

加振対象物が載置される盤状の上段枠体と、相対の2物体の間に介在して該物体同士のずり移動の際に生ずる移動抵抗力を減少させる相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される基台と、該上段枠体を水平な一の振動方向に振動させる加振手段とを含んで成り、前記上段枠体が、複数の枠用部材が分解結合可能に連結されてなる加振装置。 Relative shear movement resistance reducing means for reducing the movement resistance generated when the object is sheared and interposed between two relative objects and a disk-shaped upper frame on which the object to be vibrated is placed And a base on which the upper frame body is placed via the relative shear movement resistance reducing means, and a vibration means for vibrating the upper frame body in one horizontal vibration direction, An excitation device in which an upper frame body is formed by connecting a plurality of frame members so as to be disassembled and connectable. 加振対象物が載置される盤状の上段枠体と、相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される盤状の中段枠体と、第二の相対ずり移動抵抗力減少手段と、該中段枠体が該第二の相対ずり移動抵抗力減少手段を介して載置される基台と、前記上段枠体を水平な一の振動方向に振動させる加振手段と、前記中段枠体を前記一の振動方向と直角に水平に振動させる第二の加振手段とを含んで成り、前記上段枠体が複数の枠用部材が分解結合可能に連結されてなり、前記中段枠体が複数の第二の枠用部材が分解結合可能に連結されてなる加振装置。 A disk-shaped upper frame on which an object to be vibrated is placed, a relative shear movement resistance reducing means, and a disk-shaped middle stage on which the upper frame is placed via the relative shear movement resistance reducing means A frame, a second relative shear movement resistance reducing means, a base on which the middle frame is placed via the second relative shear movement resistance reducing means, and the upper frame A vibration means for vibrating in one vibration direction and a second vibration means for vibrating the middle frame body horizontally at right angles to the one vibration direction, wherein the upper frame body is for a plurality of frames. A vibration device in which members are connected so as to be disassembled and connected, and the middle frame body is connected so that a plurality of second frame members can be disassembled. 前記相対ずり移動抵抗力減少手段が転動体を含む請求項1又は2に記載の加振装置。 The vibration exciter according to claim 1 or 2, wherein the relative shear movement resistance reducing means includes a rolling element. 前記基台を上下に振動させる第三の加振手段を備える請求項1乃至3のいずれかに記載の加振装置。 The vibration device according to any one of claims 1 to 3, further comprising third vibration means for vibrating the base up and down. 既存家屋が載置されることとなる上段枠体と、相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される基台と、前記上段枠体を水平な一の振動方向に振動させる加振手段とを含んで成る加振用装置を準備する装置準備工程と、
前記基台が載置されることとなる基盤面を準備する工程と、
前記家屋を土台から分離する工程と、
前記基盤面上に前記上段枠体、前記相対ずり移動抵抗力減少手段及び前記基台を位置させ、前記上段枠体上に分離された前記家屋を載置する据付工程と、
前記上段枠体を、前記加振手段を用いて振動させる工程と
を含んで成る家屋の加振試験方法。
An upper frame on which the existing house is to be placed, a relative shear movement resistance reducing means, a base on which the upper frame is placed via the relative shear movement resistance reducing means, and the upper stage A device preparing step of preparing a vibrating device including a vibrating means for vibrating the frame in one horizontal vibration direction;
Preparing a base surface on which the base is to be placed;
Separating the house from the base;
An installation step of placing the upper frame, the relative shear movement resistance reducing means and the base on the base surface, and placing the house separated on the upper frame;
A vibration test method for a house, comprising the step of vibrating the upper frame using the vibration means.
既存家屋が載置されることとなる上段枠体と、相対ずり移動抵抗力減少手段と、該上段枠体が該相対ずり移動抵抗力減少手段を介して載置される中段枠体と、第二の相対ずり移動抵抗力減少手段と、該中段枠体が該第二の相対ずり移動抵抗力減少手段を介して載置される基台と、前記上段枠体を水平な一の振動方向に振動させる加振手段と、前記中段枠体を前記一の振動方向と直角に水平に振動させる第二の加振手段とを含んで成る加振用装置を準備する装置準備工程と、
前記基台が載置されることとなる基盤面を準備する工程と、
前記家屋を土台から分離する工程と、
前記基盤面上に前記上段枠体、前記転動体、前記中段枠体、前記第二の転動体及び前記基台を位置させ、前記上段枠体上に分離された前記家屋を載置する据付工程と、
前記上段枠体及び前記中段枠体を、前記第一の加振手段及び前記第二の加振手段を用いてそれぞれ振動させる工程と
を含んで成る家屋の加振試験方法。
An upper frame on which the existing house will be placed, a relative shear movement resistance reducing means, a middle frame on which the upper frame is placed via the relative shear movement resistance reducing means, Two relative shear movement resistance reducing means, a base on which the middle frame is placed via the second relative shear movement resistance reducing means, and the upper frame in a horizontal vibration direction. An apparatus preparation step of preparing an excitation apparatus including an excitation means for vibrating and a second excitation means for vibrating the middle frame body horizontally at right angles to the one vibration direction;
Preparing a base surface on which the base is to be placed;
Separating the house from the base;
An installation process of placing the house separated on the upper frame body by positioning the upper frame body, the rolling body, the middle frame body, the second rolling body and the base on the base surface. When,
A vibration test method for a house, comprising a step of vibrating the upper frame body and the middle frame body using the first vibration means and the second vibration means, respectively.
前記加振用装置が前記基台を上下に振動させる第三の加振手段を備え、
前記据付工程が、前記基盤面上に前記上段枠体、前記相対ずり移動抵抗力減少手段、前記中段枠体、前記第二の相対ずり移動抵抗力減少手段、前記第三の加振手段及び前記基台を位置させ、前記上段枠体上に分離された前記家屋を載置する工程である、請求項6に記載の家屋の加振試験方法。
The excitation device comprises third excitation means for vibrating the base up and down;
The installation process includes the upper frame, the relative shear movement resistance reducing means, the middle frame, the second relative shear movement resistance reducing means, the third vibration means, and the upper frame on the base surface. The house vibration test method according to claim 6, wherein the house is a step of positioning a base and placing the house separated on the upper frame body.
前記相対ずり移動抵抗力減少手段が転動体を含む請求項5乃至7のいずれかに記載の家屋の加振試験方法。 The vibration test method for a house according to any one of claims 5 to 7, wherein the relative shear movement resistance reducing means includes rolling elements. 前記据付工程が、前記基盤面上に間隙をおいて前記分離された家屋を位置させる工程と、次いで前記上段枠体及び前記基台、又は、前記上段枠体及び前記中段枠体及び前記基台を前記基盤面上かつ前記分離された家屋の下方に位置させる位置決め工程を含む、請求項5乃至8のいずれかに記載の家屋の加振試験方法。 The installation step includes a step of positioning the separated house with a gap on the base surface, and then the upper frame body and the base, or the upper frame body and the middle frame body and the base. The vibration excitation test method for a house according to any one of claims 5 to 8, further comprising a positioning step of positioning a base plate on the base surface and below the separated house. 前記据付工程が、前記上段枠体及び前記基台、又は、前記上段枠体及び前記中段枠体及び前記基台を前記基盤面上に位置させる位置決め工程と、次いで前記上段枠体上に前記分離された家屋を載置する工程を含む、請求項5乃至8のいずれかに記載の家屋の加振試験方法。 The installation step includes a positioning step for positioning the upper frame body and the base, or the upper frame body, the middle frame body and the base on the base surface, and then the separation on the upper frame body. The house vibration test method according to any one of claims 5 to 8, further comprising a step of placing the house. 前記装置準備工程が、請求項1乃至4のいずれかに記載の前記加振装置を準備する工程と、前記上段枠体及び又は前記中段枠体を前記枠体用部材及び/又は前記第二の枠体用部材に分解する工程とを含み、
前記位置決め工程が、前記上段枠体及び又は前記中段枠体を、前記枠体用部材及び/又は前記第二の枠体用部材から組み立てる工程を含む請求項9又は10に記載の家屋の加振試験方法。
5. The device preparing step includes the step of preparing the vibration exciter according to claim 1, the upper frame body and / or the middle frame body are the frame member and / or the second frame body. Disassembling into frame members,
11. The house vibration according to claim 9 or 10, wherein the positioning step includes a step of assembling the upper frame body and / or the middle frame body from the frame body member and / or the second frame body member. Test method.
JP2003362471A 2003-10-22 2003-10-22 Excitation device and excitation test method Pending JP2005127809A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008116567A (en) * 2006-11-01 2008-05-22 Kajima Corp Vibrating apparatus
CN101818525A (en) * 2010-04-22 2010-09-01 福州市规划设计研究院 Extreme displacement limiting device of isolation structure layer in isolation structure
CN104535283A (en) * 2014-12-25 2015-04-22 温州职业技术学院 Precise electronically-controlled non-contact excitation experimental platform
CN105115687A (en) * 2015-09-06 2015-12-02 中国石油天然气集团公司 Laminated shearing box
CN107121251A (en) * 2017-06-02 2017-09-01 中南林业科技大学 Seismic simulation testing device and method based on electrohydraulic servo system
CN113758664A (en) * 2021-08-10 2021-12-07 广州大学 Rope-tied artificial excitation control system and control method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008116567A (en) * 2006-11-01 2008-05-22 Kajima Corp Vibrating apparatus
CN101818525A (en) * 2010-04-22 2010-09-01 福州市规划设计研究院 Extreme displacement limiting device of isolation structure layer in isolation structure
CN104535283A (en) * 2014-12-25 2015-04-22 温州职业技术学院 Precise electronically-controlled non-contact excitation experimental platform
CN105115687A (en) * 2015-09-06 2015-12-02 中国石油天然气集团公司 Laminated shearing box
CN107121251A (en) * 2017-06-02 2017-09-01 中南林业科技大学 Seismic simulation testing device and method based on electrohydraulic servo system
CN113758664A (en) * 2021-08-10 2021-12-07 广州大学 Rope-tied artificial excitation control system and control method thereof
CN113758664B (en) * 2021-08-10 2023-10-31 广州大学 Rope-tied type manual excitation control system and control method thereof

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