JPH10122912A - Framework with deformation recording device - Google Patents

Framework with deformation recording device

Info

Publication number
JPH10122912A
JPH10122912A JP27336196A JP27336196A JPH10122912A JP H10122912 A JPH10122912 A JP H10122912A JP 27336196 A JP27336196 A JP 27336196A JP 27336196 A JP27336196 A JP 27336196A JP H10122912 A JPH10122912 A JP H10122912A
Authority
JP
Japan
Prior art keywords
frame
deformation
recording device
slide
slide member
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.)
Withdrawn
Application number
JP27336196A
Other languages
Japanese (ja)
Inventor
Tetsumi Okamoto
哲美 岡本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tomoe Corp
Original Assignee
Tomoe Corp
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 by Tomoe Corp filed Critical Tomoe Corp
Priority to JP27336196A priority Critical patent/JPH10122912A/en
Publication of JPH10122912A publication Critical patent/JPH10122912A/en
Withdrawn legal-status Critical Current

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  • A Measuring Device Byusing Mechanical Method (AREA)
  • Recording Measured Values (AREA)

Abstract

PROBLEM TO BE SOLVED: To install a device which is capable of easily and positively detect and record to what degree a maximum deformation has been actually experienced by the framework when a structure is damaged by earthquake, etc., and which is of simple and cheap construction, in many buildings. SOLUTION: A deformation recording device 4 consisting of a cantilever operating member 5, a guide member 6, and a slide member 7, is incorporated in the middle in the opening plane of a framework 3 composed of pillars 1 and beams 2 of a structure. The, when the framework is deformed in one direction, the slide member 7 is pressed by the operating member 5 to be displaced. When the framework is deformed in opposite direction to the above deformation, the slide member retains its position, and after vibrating deformation is stopped, the slide member 7 is adapted to record a maximum displacement which has been experienced by itself until now.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、構造物が地震等に
より水平外力を受けた場合、その構造物の架構が実際に
経験した最大の変形を検出して記録として残すことがで
きる変形記録装置付き架構に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deformation recording apparatus capable of detecting and recording a maximum deformation actually experienced by a frame of a structure when the structure receives a horizontal external force due to an earthquake or the like. It is related to an attached frame.

【0002】[0002]

【従来技術】従来、構造物が地震や強風などにより受け
た水平外力を検出して記録する装置としては、地震計が
あり、構造物が被害を受け、その架構が実際にどの程度
の変形をしたかという点については、地震波の加速度ま
たは速度記録を積分することにより知ることができた。
2. Description of the Related Art Conventionally, there is a seismometer as a device for detecting and recording a horizontal external force applied to a structure due to an earthquake, a strong wind, etc., and the structure is damaged, and how much the frame is actually deformed. This could be determined by integrating the acceleration or velocity records of the seismic waves.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、地震計
のよう高価なものを多くの建物に設置することは事実上
無理であり、またメンテナンスも大変である。実際、地
震計を設置している建物は極く僅かであり、従って、地
震等により被害を受けてもどの程度の最大変形を経験し
たかを知ることはできなかった。また、地震計がある場
合には、応答解析により最大変形を推定することは可能
であるが、解析結果の検証はできなかった。
However, it is practically impossible to install expensive items such as seismometers in many buildings, and maintenance is also difficult. In fact, only a few buildings have seismometers installed, so it was not possible to know how much maximum deformation was experienced even if the building was damaged by an earthquake or the like. When there is a seismograph, it is possible to estimate the maximum deformation by response analysis, but the analysis result could not be verified.

【0004】本発明は、前述のような現状に鑑みてなさ
れたもので、その目的は、構造物が地震等により被害を
受けた場合に、その架構が実際にどの程度の最大変形を
経験したかを簡単かつ確実に検出して記録することがで
き、しかも簡易で安価な構成の装置とすることができ、
多くの建物に設置が可能な変形記録装置付き架構を提供
することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned situation, and has as its object the purpose of experiencing the maximum deformation of a frame when a structure is damaged by an earthquake or the like. Can be easily and reliably detected and recorded, and a simple and inexpensive device can be provided.
An object of the present invention is to provide a frame with a deformation recording device that can be installed in many buildings.

【0005】[0005]

【課題を解決するための手段】本発明は、構造物の柱と
梁で構成される架構において、前記架構が一方向に変形
した時にその架構の変形に追従して変位し、かつ前記変
形と逆方向に架構が変形した時には作動せずに位置を保
持するスライド部材を有する変形記録装置を、前記架構
の面内に組み込んだことを特徴とする(請求項1)。ス
ライド部材は変形記録装置に架構の変形方向に間隔をお
いて2つ配設することにより、あるいは一つのスライド
部材を有する変形記録装置を2台設置することにより、
両方向の変形を検出・記録することができる。
SUMMARY OF THE INVENTION The present invention relates to a frame composed of columns and beams of a structure, wherein when the frame is deformed in one direction, it is displaced following the deformation of the frame, and A deformation recording device having a slide member for holding a position without operating when the frame is deformed in the opposite direction is incorporated in the plane of the frame (claim 1). By arranging two slide members at an interval in the deformation direction of the frame in the deformation recording device, or by installing two deformation recording devices having one slide member,
Deformation in both directions can be detected and recorded.

【0006】より具体的には、変形記録装置を、架構と
一体移動可能な作動部材およびガイド部材と、ガイド部
材に移動可能に取付けられて作動部材により移動し得る
スライド部材から構成する。例えば、上下どちらか一方
の梁の中央から、その梁に直交する片持ちの作動部材を
突設し、その先端を対向する他方の梁の手前までとし、
この他方の梁にはガイド部材を介してスライド部材を片
持ちの作動部材の先端が接するように設置する。スライ
ド部材は、作動部材により押されれば動き、作動部材が
逆方向に移動した場合には、その直前の位置で静止状態
を保持できるように、ガイド部材に取付ける。(請求項
2、図1参照) ガイド部材は、上下の梁間の中央に支持部材を介して配
置し、前記の半分の長さの作動部材の先端を前記ガイド
部材のスライド部材に接するようにしてもよい(請求項
2、図3参照)。また、架構の2本の柱の中央間に水平
部材を掛け渡し、ガイド部材およびスライド部材は上下
の梁にそれぞれ取付け、前記水平部材の中央から片持ち
の作動部材を鉛直上下方向に突設し、各作動部材の先端
を上下のスライド部材に接するようにしてもよい(請求
項2、図4参照)。
More specifically, the deformation recording device comprises an operating member and a guide member which can move integrally with the frame, and a slide member which is movably attached to the guide member and can be moved by the operating member. For example, from the center of one of the upper and lower beams, protruding a cantilevered operating member orthogonal to the beam, the tip is to the front of the other opposing beam,
A slide member is mounted on the other beam via a guide member such that the tip of the cantilevered operating member is in contact with the slide member. The slide member moves when pressed by the operation member, and is attached to the guide member so that when the operation member moves in the opposite direction, the stationary state can be maintained at the position immediately before the slide member. (See claim 2 and FIG. 1) The guide member is disposed at the center between the upper and lower beams via a support member, and the tip of the half-length operating member is in contact with the slide member of the guide member. (See claim 2 and FIG. 3). In addition, a horizontal member is bridged between the centers of the two columns of the frame, the guide member and the slide member are respectively attached to upper and lower beams, and a cantilevered operating member is vertically projected vertically from the center of the horizontal member. Alternatively, the tip of each operating member may be in contact with the upper and lower slide members (see claim 2 and FIG. 4).

【0007】以上は架構の開口部に壁が無い場合である
が、壁付きの架構の場合には、壁の片面側または両面側
に、変形記録装置を設置することができる(請求項3、
図示省略)。さらに、剪断パネルを組み込んだブレース
付きの架構の場合には、以上のような変形記録装置を小
型化したものを剪断パネルに組み込むことができる(請
求項4、図5・図6参照)。
Although the above description is for a case where there is no wall at the opening of the frame, in the case of a frame with a wall, a deformation recording device can be installed on one side or both sides of the wall.
Not shown). Further, in the case of a frame with a brace in which a shear panel is incorporated, a reduced version of the above-described deformation recording device can be incorporated in the shear panel (see claim 4, FIGS. 5 and 6).

【0008】また、変形記録装置は、ワイヤロープなど
を架構の対角線上に掛け渡してガイド部材とし、このガ
イド部材にスライド部材を移動可能に取付け、架構に対
して固定されワイヤロープが挿通する作動部材により前
記スライド部材を移動させる構成としてもよい(請求項
5、図7参照)。
In the deformation recording device, a wire rope or the like is wound on a diagonal line of the frame to form a guide member, and a slide member is movably mounted on the guide member, and the wire rope is fixed to the frame and the wire rope is inserted therethrough. The slide member may be moved by a member (see claim 5 and FIG. 7).

【0009】以上のような構成において、架構が地震等
により変形して上下の梁が相対的に移動すると、架構と
一体の作動部材によりスライド部材が押されて、架構と
一体のガイド部材に対してスライド部材が変位する。こ
の変位は架構の水平変形量に等しい(上下にガイド部材
・スライド部材を配設した場合には、各スライド部材の
変位の合計が架構の水平変形量)。一方向に架構が変形
し、作動部材がスライド部材を押した後、架構の変形が
逆方向に反転した時には、スライド部材は復元力を有さ
ないので、反転直前の位置を保持する。さらに、前記変
形より大きい変形が作用すると、スライド部材はその分
だけ変位を更新し、前記変形より小さい場合にはスライ
ド部材の位置は変わらず、スライド部材は過去経験最大
変位を記録することになる。即ち、架構の振動変形が止
んだ後に、確認したスライド部材の位置が架構の最大変
形量を示すことになる。
In the above construction, when the frame is deformed due to an earthquake or the like and the upper and lower beams relatively move, the slide member is pushed by the operating member integrated with the frame, and the guide member integrated with the frame is moved. The slide member is displaced. This displacement is equal to the horizontal deformation amount of the frame (when the guide member and the slide member are arranged vertically, the total displacement of each slide member is the horizontal deformation amount of the frame). When the frame is deformed in one direction and the operating member presses the slide member, and the deformation of the frame is reversed in the opposite direction, the slide member has no restoring force, and thus maintains the position immediately before the inversion. Furthermore, when a deformation larger than the deformation is applied, the slide member updates the displacement by that amount, and when the deformation is smaller than the deformation, the position of the slide member does not change and the slide member records the maximum displacement experienced in the past. . That is, after the vibration deformation of the frame stops, the position of the slide member confirmed indicates the maximum deformation amount of the frame.

【0010】[0010]

【発明の実施の態様】以下、本発明を図示する実施例に
基いて説明する。図1、図2に本発明の第1実施例を示
す。図3に本発明の第2実施例を示す。図4に本発明の
第3実施例を示す。図5に本発明の第4実施例を示す。
図6に本発明の第5実施例を示す。図7に本発明の第6
実施例を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the illustrated embodiments. 1 and 2 show a first embodiment of the present invention. FIG. 3 shows a second embodiment of the present invention. FIG. 4 shows a third embodiment of the present invention. FIG. 5 shows a fourth embodiment of the present invention.
FIG. 6 shows a fifth embodiment of the present invention. FIG. 7 shows a sixth embodiment of the present invention.
An example will be described.

【0011】図1、図2に示す第1実施例においては、
左右の柱1,1と上下の梁2,2とで構成される架構3
の開口部内の中央に、片持ちの作動部材5と、ガイド部
材6と、スライド部材7などからなる変形記録装置4を
設置する。片持ちの作動部材5は、ガイド部材6に設け
たスライド部材7を作動させる部材であり、下部を下の
梁2の中央部上面に固定して鉛直上向きに突出させた柱
状の本体5aの先端面を上の梁2の少し下に位置させ、
この本体5aの先端部から作動片5bを突出させてい
る。
In the first embodiment shown in FIGS. 1 and 2,
Frame 3 composed of left and right pillars 1, 1 and upper and lower beams 2, 2
A deformation recording device 4 including a cantilevered operating member 5, a guide member 6, a slide member 7, and the like is installed in the center of the opening. The cantilevered operating member 5 is a member for operating the slide member 7 provided on the guide member 6, and has a lower end fixed to the upper surface of the central portion of the lower beam 2 and a tip of a column-shaped main body 5 a protruding vertically upward. Position the surface slightly below the upper beam 2,
The operating piece 5b is projected from the tip of the main body 5a.

【0012】ガイド部材6は、上の梁2の中央部下面に
固定した一対の断面L字状の板状部材6a、6aからな
り、梁2の長手方向に十分な長さで延在するように、ま
た作動部材5の作動片5bを架構面と直交する方向の両
側から挟むように構成している。また、各板状部材6
a、6aの垂下片には、梁2の長手方向に十分に長いス
ライド孔6b−1,6b−2を作動片5bの両側に位置
するように形成し、このスライド孔6b−1,6b−2
にそれぞれスライド部材7−1,7−2を取付けてい
る。
The guide member 6 is composed of a pair of L-shaped plate-like members 6a, 6a fixed to the lower surface of the central portion of the upper beam 2 so as to extend a sufficient length in the longitudinal direction of the beam 2. In addition, the operation piece 5b of the operation member 5 is configured to be sandwiched from both sides in a direction orthogonal to the frame surface. In addition, each plate member 6
In the hanging pieces a and 6a, slide holes 6b-1 and 6b-2 which are sufficiently long in the longitudinal direction of the beam 2 are formed so as to be located on both sides of the operation piece 5b, and the slide holes 6b-1 and 6b- 2
, Slide members 7-1 and 7-2 are attached thereto.

【0013】スライド部材7は、図2に示すように、ス
ライド孔6bに挿入されるピン7aと、このピンの両端
に設けられてピンの離脱を阻止する係止頭部7bからな
る。
As shown in FIG. 2, the slide member 7 comprises a pin 7a inserted into the slide hole 6b, and a locking head 7b provided at both ends of the pin to prevent the pin from coming off.

【0014】また、各スライド部材7−1,7−2は、
図1に示すように、各スライド孔6b−1,6b−2の
端部において作動片5bに当接するように配置してお
く。さらに、各スライド部材7−1,7−2が僅かな振
動や力で移動しないように、例えば押さえ部材8により
スライド部材7に抵抗を与えておく。この押さえ部材8
は、図2に示すように、ゴム製等の板部材の上部をスラ
イド孔6b−1,6b−2の上に取付け、下部でスライ
ド部材7の係止頭部7bを押さえ、どの位置においても
各スライド部材7−1,7−2が僅かな力で移動しない
ようにする。
Each of the slide members 7-1 and 7-2 includes
As shown in FIG. 1, the slide holes 6b-1 and 6b-2 are arranged so as to be in contact with the operation piece 5b at the ends. Furthermore, resistance is given to the slide member 7 by, for example, the pressing member 8 so that the slide members 7-1 and 7-2 do not move with slight vibration or force. This holding member 8
As shown in FIG. 2, the upper portion of a plate member made of rubber or the like is mounted on the slide holes 6b-1 and 6b-2, and the lower portion presses the locking head 7b of the slide member 7 so that it can be moved at any position. The slide members 7-1 and 7-2 are prevented from moving with a slight force.

【0015】図1(c)は、第1実施例の架構3が実線
矢印で示す水平外力により変形した状態を示しており、
下の梁2と一体の作動部材5に対して、上の梁2と一体
のガイド部材6が移動し、作動部材5の作動片5bに常
に接触しているスライド部材7−1が押されてガイド部
材6に対して変位し、初期位置からの変位δ11が架構3
の本体の変形量を表す。次に、架構3の変形が反転する
と、スライド部材7−1はそのままの位置を保持し、一
方、作動部材5はスライド部材7−2を押し、スライド
部材7−2がδ12だけ変位する。
FIG. 1C shows a state in which the frame 3 of the first embodiment has been deformed by a horizontal external force indicated by a solid arrow.
The guide member 6 integrated with the upper beam 2 moves with respect to the operating member 5 integrated with the lower beam 2, and the slide member 7-1 constantly in contact with the operating piece 5b of the operating member 5 is pushed. The frame 3 is displaced with respect to the guide member 6 and the displacement δ 11 from the initial position is
Represents the amount of deformation of the body. Then, the deformation of the Frame 3 is reversed, the slide member 7-1 retains the same position, whereas the actuating member 5 pushes the slide member 7-2, the slide member 7-2 is displaced by [delta] 12.

【0016】この動作は地震等による振動が止むまで続
くが、スライド部材7は復元力を有さないので、スライ
ド部材7が過去に経験した最大変位(作動部材5に押さ
れて移動した最大量)を越えない限り、その位置に止ま
ったままである。よって、振動が止んだ後にスライド部
材7−1,7−2が止まった位置と初期位置との距離δ
11,δ12が、それぞれの方向における架構3の過去最大
経験変形量となる。なお、この第1実施例では、図示例
とは逆に、下の梁2にガイド部材6・スライド部材7を
配置し、上の梁2に作動部材5を取付けてもよい。
This operation continues until the vibration due to the earthquake or the like stops, but since the slide member 7 has no restoring force, the maximum displacement of the slide member 7 experienced in the past (the maximum displacement ), As long as you do not cross it. Therefore, the distance δ between the position where the slide members 7-1 and 7-2 stop after the vibration stops and the initial position.
11 and δ 12 are the past maximum empirical deformation amounts of the frame 3 in the respective directions. In the first embodiment, the guide member 6 and the slide member 7 may be disposed on the lower beam 2 and the operating member 5 may be mounted on the upper beam 2, contrary to the illustrated example.

【0017】次に、図3に示す第2実施例(変形状態を
示す)は、ガイド部材6を上下の梁2の中間位置に設置
したものであり、上の梁2の中央部下面から片持ちの柱
状の支持部材9を垂下させ、この支持部材9の下面にガ
イド部材6を固定している。
Next, in a second embodiment (showing a deformed state) shown in FIG. 3, the guide member 6 is installed at an intermediate position between the upper and lower beams 2, and the guide member 6 is placed on the lower portion of the upper beam 2 from the center lower surface. The columnar support member 9 is hung down, and the guide member 6 is fixed to the lower surface of the support member 9.

【0018】片持ちの作動部材5は第1実施例の作動部
材の半分程度の長さとし、その作動片5aを一対の板状
部材6a、6a間に挿入している。ガイド部材6および
スライド部材7の構成は第1実施例と同様である。この
場合も、スライド部材7−1,7−2が止まった位置と
初期位置との距離δ21,δ22が、それぞれの方向におけ
る架構3の過去最大経験変形量となる。なお、この第2
実施例においても、上の梁2に作動部材5を取付け、下
の梁2にガイド部材6・スライド部材7・支持部材9を
取付けるようにしてもよい。
The cantilevered operating member 5 is about half as long as the operating member of the first embodiment, and the operating piece 5a is inserted between the pair of plate members 6a. The configurations of the guide member 6 and the slide member 7 are the same as in the first embodiment. Also in this case, the distances δ 21 and δ 22 between the positions where the slide members 7-1 and 7-2 stop and the initial position are the past maximum empirical deformation amounts of the frame 3 in the respective directions. Note that this second
Also in the embodiment, the operating member 5 may be attached to the upper beam 2, and the guide member 6, the slide member 7, and the support member 9 may be attached to the lower beam 2.

【0019】図4に示す第3実施例(変形状態を示す)
は、作動部材5を架構3の中央部に設け、上下の梁2,
2にそれぞれガイド部材6・スライド部材7を設けたも
のであり、作動部材5を水平作動部材10と鉛直作動部
材11から構成する。水平作動部材10は、上下の梁
2,2の中間位置に水平に掛け渡し、柱1の中間部に一
端をピン12を介して回転自在に接合し、他端をローラ
13・長孔を介して回転・水平移動自在に接合し、架構
3の変形に際して水平作動部材10に力が作用しないよ
うにしている。鉛直作動部材11は、水平作動部材10
の中央から鉛直上方・下方に向けて突設し、本体11a
を上下の梁2の手前までの長さとし、上下の作動片11
bをそれぞれ上下のガイド部材6の一対の板材部材6
a、6a間に挿入している。ガイド部材6およびスライ
ド部材7の構成は第1実施例と同様である。
FIG. 4 shows a third embodiment (showing a deformed state).
Is provided with an actuating member 5 in the center of the frame 3 and upper and lower beams 2
2, a guide member 6 and a slide member 7 are provided, and the operating member 5 includes a horizontal operating member 10 and a vertical operating member 11. The horizontal operating member 10 extends horizontally between the upper and lower beams 2 and 2 horizontally, and has one end rotatably joined to the intermediate portion of the column 1 via a pin 12 and the other end via a roller 13 and a slot. The frame 3 is rotatably and horizontally movable so that no force acts on the horizontal operating member 10 when the frame 3 is deformed. The vertical operating member 11 is
Projecting vertically upward and downward from the center of
Is the length before the upper and lower beams 2 and the upper and lower operating pieces 11
b is a pair of plate members 6 of the upper and lower guide members 6, respectively.
a and 6a. The configurations of the guide member 6 and the slide member 7 are the same as in the first embodiment.

【0020】この第3実施例では、柱1と一体の作動部
材10,11に対して、上の梁2と下の梁2が互いに逆
に相対移動し、鉛直作動部材11により押されて生じた
上下のスライド部材7−1の変位の合計δ31(=δ31U
+δ31L )が架構3の本体の変形量となる。この場合
も、スライド部材7−1,7−2が止まった位置と初期
位置との距離δ31,δ32が、それぞれの方向における架
構3の過去最大経験変形量となる。
In the third embodiment, the upper beam 2 and the lower beam 2 move relative to each other with respect to the operating members 10 and 11 integral with the column 1, and are pushed by the vertical operating member 11 to generate a force. Δ 31 (= δ 31 U)
+ Δ 31L ) is the deformation amount of the main body of the frame 3. Also in this case, the distances δ 31 and δ 32 between the positions where the slide members 7-1 and 7-2 stop and the initial position are the past maximum empirical deformation amounts of the frame 3 in the respective directions.

【0021】以上の第1〜第3実施例では、架構3の開
口部に変形記録装置4を組み込んでいるが、壁付きの架
構であっても、変形記録装置4を壁の片面または両面に
添わせて設置することができる。また、以上は、変形記
録装置4を架構3の本体に直接取付ける場合を示した
が、図5(a)に示すように、ブレース付きの架構3に
おいて、ブレース20の交点に剪断パネル21を有する
場合には、この剪断パネル21に小型化した変形記録装
置4を組み込むこともできる。図5、図6は、この剪断
パネル21に変形記録装置4を組み込む例である。
In the above-described first to third embodiments, the deformation recording device 4 is incorporated in the opening of the frame 3. However, even if the frame has a wall, the deformation recording device 4 can be mounted on one or both sides of the wall. It can be installed alongside. Although the case where the deformation recording device 4 is directly attached to the main body of the frame 3 has been described above, the frame 3 with the brace has the shear panel 21 at the intersection of the brace 20 as shown in FIG. In such a case, the sheared panel 21 may be incorporated with the downsized deformation recording device 4. 5 and 6 show an example in which the deformation recording device 4 is incorporated in the shear panel 21. FIG.

【0022】図5に示す第4実施例(変形状態を示す)
は、第2実施例の考え方を小型化したものであり、剪断
パネル21の上のフランジ21aの中央部下面から片持
ちの板状の作動部材22を垂下させ、下のフランジ21
aの中央部上面から片持ちの柱状の支持部材23を突出
させ、この支持部材23の上部にガイド部材24を介し
てスライド部材25を取付けている。作動部材22と支
持部材23は、架構3が変形していない状態で、正面視
では同じ位置で、平面視では変形方向と直交する方向に
ずらして配置し、支持部材23の上部の外側面にスライ
ド部材25が挿通される薄形のガイド部材24を取付け
る。スライド部材25は板状であり、一端部には作動部
材22に当接する係合ピン25aを突設しておく。な
お、ガイド部材24とスライド部材25との間には大き
い摩擦抵抗を付与するなどして、スライド部材25が小
さな力で移動しないようにしておく。
Fourth embodiment shown in FIG. 5 (showing a deformed state)
Is a miniaturized version of the concept of the second embodiment, in which a cantilevered plate-shaped operating member 22 is hung from the lower surface of the central portion of the upper flange 21a of the shear panel 21 to lower the lower flange 21a.
A cantilevered columnar support member 23 is protruded from the upper surface of the central portion of a, and a slide member 25 is mounted on the support member 23 via a guide member 24. The operating member 22 and the support member 23 are arranged at the same position in a front view and shifted in a direction orthogonal to the deformation direction in a plan view in a state where the frame 3 is not deformed. A thin guide member 24 through which the slide member 25 is inserted is attached. The slide member 25 has a plate shape, and an engagement pin 25a that comes into contact with the operation member 22 protrudes from one end. Note that the slide member 25 is prevented from moving with a small force, for example, by applying a large frictional resistance between the guide member 24 and the slide member 25.

【0023】以上のような構造の変形記録装置4では、
スライド部材が一つしかないので、一方向の変形しか検
出することができないので、図5(c)に示すように、
2つの変形記録装置4−1,4−2を剪断パネル21の
両面にスライド部材25−1,25−2を逆にして設置
する。この第4実施例の場合には、剪断パネル21の剪
断変形量が検出されるが、第1,第2実施例と同様にス
ライド部材25−1,25−2が止まった位置と初期位
置との距離δ41,δ42が、それぞれの方向における剪断
パネル21の過去最大経験変形量となる。
In the deformation recording device 4 having the above structure,
Since there is only one slide member, only one direction of deformation can be detected, so as shown in FIG.
The two deformation recording devices 4-1 and 4-2 are installed on both sides of the shear panel 21 with the slide members 25-1 and 25-2 reversed. In the case of the fourth embodiment, the amount of shear deformation of the shear panel 21 is detected. However, as in the first and second embodiments, the positions where the slide members 25-1 and 25-2 stop and the initial position are determined. distance [delta] 41, [delta] 42 becomes the largest ever experience deformation of the shear panel 21 in each direction.

【0024】図6に示す第5実施例(変形状態を示す)
は、第3実施例の考え方を小型化したものであり、作動
部材30を正面視で十字状の板から構成し、水平作動部
材31の両端を側部フランジ21bにピン12、ローラ
13を介してそれぞれ取付けている。ガイド部材6は、
上のフランジ21aの上面および下のフランジ21aの
下面にそれぞれ固定している。作動部材30は、図6
(b)に示すように、剪断パネル21の表裏両面に設け
ており、鉛直作動部材32の上下端をそれぞれ一対の板
状部材6a,6aの外側に添わせている。
FIG. 6 shows a fifth embodiment (showing a deformed state).
Is a miniaturized version of the concept of the third embodiment, in which the operating member 30 is formed of a cross-shaped plate in a front view, and both ends of the horizontal operating member 31 are connected to the side flange 21b via the pins 12 and the rollers 13. Each is attached. The guide member 6
It is fixed to the upper surface of the upper flange 21a and the lower surface of the lower flange 21a, respectively. The operating member 30 is shown in FIG.
As shown in (b), it is provided on the front and back surfaces of the shear panel 21, and the upper and lower ends of the vertical operating member 32 are attached to the outside of the pair of plate members 6a, 6a, respectively.

【0025】この第5実施例の場合も、第4実施例と同
様に、剪断パネル21の剪断変形量が検出され、また第
3実施例と同様に、上下のスライド部材7−1および上
下のスライド部材7−2の変位の合計δ51,δ52が、そ
れぞれの方向における剪断パネル21の過去最大経験変
形量となる。なお、この第5実施例では、作動部材30
等を剪断パネル21の表裏両面に設けているため、表裏
で検出・記録された値を平均することにより精度を向上
させることができる。
Also in the case of the fifth embodiment, the amount of shear deformation of the shear panel 21 is detected in the same manner as in the fourth embodiment, and the upper and lower slide members 7-1 and the upper and lower slide members 7-1 are similar to the third embodiment. The sum δ 51 , δ 52 of the displacement of the slide member 7-2 is the past maximum empirical deformation amount of the shear panel 21 in each direction. In the fifth embodiment, the operating member 30
Are provided on both the front and back surfaces of the shear panel 21, so that the accuracy can be improved by averaging the values detected and recorded on the front and back surfaces.

【0026】次に、図7に示す第6実施例は、スライド
部材のガイド部材にワイヤロープを用いた例であり、ワ
イヤロープ40と、ワイヤロープ40の巻取装置41
と、作動部材42と、2つのスライド部材43などから
変形記録装置4を構成している。ワイヤロープ40は、
一端を架構3の一つの隅角部に固定金具を介して固定
し、対向する隅角部の取付金具44に取付けた巻取装置
41に他端を巻取ることにより、架構3の対角線上に張
設されている。作動部材42は、スライド部材43のス
トッパーであり、取付金具44のワイヤロープ40に沿
って突出する部分44aの先端に固定し、その挿通孔4
2aにワイヤロープ40が挿通される。スライド部材4
3は、作動部材42を挟むようにワイヤロープ40に固
定されている。このスライド部材43はワイヤロープ4
0に締付け固定して小さな力では移動しないようにして
いる。
Next, a sixth embodiment shown in FIG. 7 is an example in which a wire rope is used for a guide member of a slide member, and a wire rope 40 and a winding device 41 of the wire rope 40 are used.
, The operation member 42, the two slide members 43, etc., constitute the deformation recording device 4. The wire rope 40
One end is fixed to one corner of the frame 3 via a fixing bracket, and the other end is wound around a winding device 41 attached to the mounting bracket 44 at the opposite corner, so that the frame 3 is positioned on a diagonal line. It is stretched. The operating member 42 is a stopper of the slide member 43, and is fixed to the tip of a portion 44a of the mounting bracket 44 protruding along the wire rope 40, and the insertion hole 4
The wire rope 40 is inserted through 2a. Slide member 4
3 is fixed to the wire rope 40 so as to sandwich the operating member 42. The slide member 43 is a wire rope 4
0 to prevent it from moving with a small force.

【0027】巻取装置41は、内蔵したバネなどの付勢
力によりワイヤロープ40を巻取り、ワイヤロープ40
が常に張った状態となるようにする。この状態で2つの
スライド部材43−1,43−2は作動部材42の両側
に位置しており、この状態から地震等により図の実線矢
印方向の水平力が作用して架構3が変形すると、図7
(c)に示すように、ワイヤロープ40が巻取られ、ス
ライド部材43−1の移動が作動部材42により阻止さ
れ、スライド部材43−1はワイヤロープ40に対して
移動して変位δ61を生じる。この移動したスライド部材
43−1は、前記変位より大きい変位が生じない限り、
その位置を保持する。なお、一方のスライド部材43−
2は、作動することはない。
The winding device 41 winds the wire rope 40 by the biasing force of a built-in spring or the like.
So that it is always stretched. In this state, the two slide members 43-1 and 43-2 are located on both sides of the operating member 42. From this state, when a horizontal force in the direction indicated by the solid line in the drawing acts due to an earthquake or the like, the frame 3 is deformed. FIG.
(C), the wire rope 40 is wound, movement of the slide member 43-1 is prevented by the actuation member 42, the displacement [delta] 61 to move relative to the slide member 43 - wire rope 40 Occurs. The moved slide member 43-1 is not moved unless a displacement larger than the displacement occurs.
Hold that position. Note that one of the slide members 43-
2 does not work.

【0028】架構3の変形が上記と逆の場合には、図7
(d)に示すように、ワイヤロープ40が巻出され、ス
ライド部材43−2の移動が作動部材42により阻止さ
れ、スライド部材43−2はワイヤロープ40に対して
移動して変位δ62を生じる。
When the deformation of the frame 3 is the reverse of the above, FIG.
(D), the wire rope 40 is unwound, the movement of the slide member 43-2 is prevented by the actuation member 42, the displacement [delta] 62 to move relative to the slide member 43-2 wire rope 40 Occurs.

【0029】一方のスライド部材43−1は、変位位置
を保持している。この場合も、スライド部材43−1,
43−2が止まった位置と初期位置との距離δ61,δ62
が、それぞれの方向における架構3の過去最大経験変形
量となる。
One of the slide members 43-1 holds the displacement position. Also in this case, the slide members 43-1 and
Distance δ 61 , δ 62 between the position where 43-2 stops and the initial position
Is the past maximum empirical deformation amount of the frame 3 in each direction.

【0030】[0030]

【発明の効果】本発明は、柱と梁で構成される架構が一
方向に変形した時にその架構の変形に追従して変位し、
かつ前記変形と逆方向に架構が変形した時には作動せず
に位置を保持するスライド部材を有する変形記録装置
を、前記架構の面内に組み込むようにしたため、次のよ
うな効果を奏する。
According to the present invention, when a frame composed of columns and beams is deformed in one direction, the frame is displaced following the deformation of the frame,
In addition, since the deformation recording device having a slide member for holding the position without operating when the frame is deformed in the direction opposite to the deformation is incorporated in the plane of the frame, the following effects are obtained.

【0031】(1) 架構が地震等の水平外力を受けて実際
に経験した最大変形量を簡単に確実に検出して記録する
ことができ、建物の損傷程度が明確化される。
(1) The maximum deformation actually experienced by the frame in response to a horizontal external force such as an earthquake can be easily and reliably detected and recorded, and the degree of damage to the building is clarified.

【0032】(2) 本発明による建物の変形の実記録と、
建物の応答解析結果との比較ができるので、解析結果の
検証が可能となり、解析モデルの改良などに寄与する。
例えば、二次部材や外装財が架構の振動性状に与える影
響の度合いなどの解明に役立つ。
(2) An actual record of the deformation of the building according to the present invention;
Since the results can be compared with the response analysis results of the building, the analysis results can be verified, which contributes to the improvement of the analysis model.
For example, it is useful for elucidating the degree of influence of secondary members and exterior goods on the vibration properties of the frame.

【0033】(3) 変形記録装置は地震計よりも簡便で極
めて安価であり、かつメンテナンスフリーであるため、
多くの建物に設置することができる。
(3) The deformation recording device is simpler than seismometers, extremely inexpensive, and maintenance-free.
Can be installed in many buildings.

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

【図1】本発明に係る変形記録装置付き架構の第1実施
例であり、(a)は正面図、(b)は側面図、(c)は
変形状態を示す正面図である。
FIG. 1 is a first embodiment of a frame with a deformation recording device according to the present invention, wherein (a) is a front view, (b) is a side view, and (c) is a front view showing a deformed state.

【図2】図1の変形記録装置付き架構における部分詳細
側面図である。
FIG. 2 is a partially detailed side view of the frame with a deformation recording device in FIG. 1;

【図3】本発明に係る変形記録装置付き架構の第2実施
例であり、(a)は変形状態を示す正面図、(b)は側
面図である。
3A and 3B show a second embodiment of a frame with a deformation recording device according to the present invention, wherein FIG. 3A is a front view showing a deformed state, and FIG. 3B is a side view.

【図4】本発明に係る変形記録装置付き架構の第3実施
例であり、(a)は変形状態を示す正面図、(b)は側
面図である。
4A and 4B show a third embodiment of a frame with a deformation recording device according to the present invention, wherein FIG. 4A is a front view showing a deformed state, and FIG. 4B is a side view.

【図5】本発明に係る変形記録装置付き架構の第4実施
例であり、(a)は剪断パネルを有するブレース付き架
構の正面図、(b)はその剪断パネル部分の変形状態を
示す部分正面図、(c)はその平面図である。
5A and 5B show a fourth embodiment of a frame with a deformation recording device according to the present invention, wherein FIG. 5A is a front view of a frame with a brace having a shear panel, and FIG. 5B is a portion showing a deformed state of the shear panel. FIG. 2C is a front view, and FIG.

【図6】本発明に係る変形記録装置付き架構の第5実施
例であり、(a)は剪断パネル部分の変形状態を示す部
分正面図、(b)はその側面図である。
FIG. 6 is a fifth embodiment of a frame with a deformation recording device according to the present invention, wherein (a) is a partial front view showing a deformed state of a shear panel portion, and (b) is a side view thereof.

【図7】本発明に係る変形記録装置付き架構の第6実施
例であり、(a)は正面図、(b)はその部分詳細正面
図、(c)は一方向に変形した後の状態を示す部分詳細
正面図、(d)は逆方向に変位した後の状態を示す部分
詳細正面図である。
7A and 7B are a sixth embodiment of a frame with a deformation recording device according to the present invention, wherein FIG. 7A is a front view, FIG. 7B is a partially detailed front view thereof, and FIG. 7C is a state after being deformed in one direction. (D) is a partial detailed front view showing a state after being displaced in the reverse direction.

【符号の説明】[Explanation of symbols]

1…柱 2…梁 3…架構 4…変形記録装置 5…作動部材 6…ガイド部材 7…スライド部材 8…押え部材 9…支持部材 10…水平作動部材 11…鉛直作動部材 12…ピン 13…ローラ 20…ブレース 21…剪断パネル 22…作動部材 23…支持部材 24…ガイド部材 25…スライド部材 30…作動部材 31…水平作動部材 32…鉛直作動部材 40…ワイヤロープ 41…巻取装置 42…作動部材 43…スライド部材 44…取付金具 DESCRIPTION OF SYMBOLS 1 ... Column 2 ... Beam 3 ... Frame 4 ... Deformation recording device 5 ... Operating member 6 ... Guide member 7 ... Slide member 8 ... Holding member 9 ... Support member 10 ... Horizontal operating member 11 ... Vertical operating member 12 ... Pin 13 ... Roller Reference Signs List 20 brace 21 shear panel 22 operating member 23 supporting member 24 guide member 25 sliding member 30 operating member 31 horizontal operating member 32 vertical operating member 40 wire rope 41 winding device 42 operating member 43: slide member 44: mounting bracket

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 構造物の柱と梁で構成される架構におい
て、前記架構が一方向に変形した時にその架構の変形に
追従して変位し、かつ前記変形と逆方向に架構が変形し
た時には作動せずに位置を保持するスライド部材を有す
る変形記録装置を、前記架構の面内に組み込んだことを
特徴とする変形記録装置付き架構。
In a frame composed of columns and beams of a structure, when the frame is deformed in one direction, it is displaced following the deformation of the frame, and when the frame is deformed in a direction opposite to the deformation. A frame with a deformation recording device, wherein a deformation recording device having a slide member for holding a position without operating is incorporated in the plane of the frame.
【請求項2】 請求項1に記載の変形記録装置付き架構
において、変形記録装置は、架構の梁に直交する片持ち
部材を有し、この片持ち部材を架構の梁に固定し、ある
いは架構の柱に水平部材を介して取付けたことを特徴と
する変形記録装置付き架構。
2. The frame with a deformation recording device according to claim 1, wherein the deformation recording device has a cantilever member orthogonal to the beam of the frame, and the cantilever member is fixed to the beam of the frame, or A frame with a deformation recording device, wherein the frame is attached to a pillar of the vehicle through a horizontal member.
【請求項3】 請求項1または請求項2に記載の変形記
録装置付き架構において、架構内に壁を設け、この壁の
片面側または両面側に変形記録装置を設けたことを特徴
とする変形記録装置付き架構。
3. A modification according to claim 1, wherein a wall is provided in the frame, and a modification recording device is provided on one side or both sides of the wall. Frame with recording device.
【請求項4】 請求項1に記載の変形記録装置付き架構
において、架構内にブレースを介して剪断パネルを設
け、この剪断パネル内に変形記録装置を組み込んだこと
を特徴とする変形記録装置付き架構。
4. The frame with a deformation recording device according to claim 1, wherein a shear panel is provided in the frame via a brace, and the deformation recording device is incorporated in the shear panel. Frame.
【請求項5】 請求項1に記載の変形記録装置付き架構
において、変形記録装置は、架構の対角線上に掛け渡さ
れた部材を有し、この部材にスライド部材を設けたこと
を特徴とする変形記録装置付き架構。
5. The frame with a deformation recording device according to claim 1, wherein the deformation recording device has a member bridged on a diagonal line of the frame, and the member is provided with a slide member. Frame with deformation recording device.
JP27336196A 1996-10-16 1996-10-16 Framework with deformation recording device Withdrawn JPH10122912A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27336196A JPH10122912A (en) 1996-10-16 1996-10-16 Framework with deformation recording device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27336196A JPH10122912A (en) 1996-10-16 1996-10-16 Framework with deformation recording device

Publications (1)

Publication Number Publication Date
JPH10122912A true JPH10122912A (en) 1998-05-15

Family

ID=17526836

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27336196A Withdrawn JPH10122912A (en) 1996-10-16 1996-10-16 Framework with deformation recording device

Country Status (1)

Country Link
JP (1) JPH10122912A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002214084A (en) * 2001-01-17 2002-07-31 Nkk Corp Seismic stricken degree judging apparatus
JP2002267404A (en) * 2001-03-09 2002-09-18 Bridgestone Corp Deformation quantity displaying device for coupling structure
JP2005069982A (en) * 2003-08-27 2005-03-17 Shimizu Corp Displacement sensor, vibration control damper and vibration control construction
JP2009109234A (en) * 2007-10-26 2009-05-21 Misawa Homes Co Ltd Building
JP2009144383A (en) * 2007-12-13 2009-07-02 Jutaku Kozo Kenkyusho:Kk Vibration control frame
JP2010249711A (en) * 2009-04-17 2010-11-04 Hazama Corp Interlayer displacement measuring apparatus
JP2014109160A (en) * 2012-12-04 2014-06-12 Takada Kiko Co Ltd Displacement measuring device for vibration control damper
JP2014211399A (en) * 2013-04-19 2014-11-13 大成建設株式会社 Measuring system
JP2015040736A (en) * 2013-08-21 2015-03-02 オイレス工業株式会社 Displacement measuring device
JP2021172971A (en) * 2020-04-17 2021-11-01 日鉄エンジニアリング株式会社 Displacement gage

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002214084A (en) * 2001-01-17 2002-07-31 Nkk Corp Seismic stricken degree judging apparatus
JP2002267404A (en) * 2001-03-09 2002-09-18 Bridgestone Corp Deformation quantity displaying device for coupling structure
JP2005069982A (en) * 2003-08-27 2005-03-17 Shimizu Corp Displacement sensor, vibration control damper and vibration control construction
JP2009109234A (en) * 2007-10-26 2009-05-21 Misawa Homes Co Ltd Building
JP2009144383A (en) * 2007-12-13 2009-07-02 Jutaku Kozo Kenkyusho:Kk Vibration control frame
JP2010249711A (en) * 2009-04-17 2010-11-04 Hazama Corp Interlayer displacement measuring apparatus
JP2014109160A (en) * 2012-12-04 2014-06-12 Takada Kiko Co Ltd Displacement measuring device for vibration control damper
JP2014211399A (en) * 2013-04-19 2014-11-13 大成建設株式会社 Measuring system
JP2015040736A (en) * 2013-08-21 2015-03-02 オイレス工業株式会社 Displacement measuring device
JP2021172971A (en) * 2020-04-17 2021-11-01 日鉄エンジニアリング株式会社 Displacement gage

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