JP2018136311A - Displacement measurement device - Google Patents

Displacement measurement device Download PDF

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JP2018136311A
JP2018136311A JP2017250025A JP2017250025A JP2018136311A JP 2018136311 A JP2018136311 A JP 2018136311A JP 2017250025 A JP2017250025 A JP 2017250025A JP 2017250025 A JP2017250025 A JP 2017250025A JP 2018136311 A JP2018136311 A JP 2018136311A
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rod
shaped member
displacement
axis
end portion
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JP6936728B2 (en
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孝行 曽根
Takayuki Sone
孝行 曽根
山本 雅史
Masafumi Yamamoto
雅史 山本
睦博 吉澤
Mutsuhiro Yoshizawa
睦博 吉澤
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Takenaka Komuten Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To enable a displacement measurement device to be installed in a small space.SOLUTION: A displacement measurement device placed between a first structure and a second structure, which relatively move, comprises: a first connection part for connecting one end portion of a first bar-like member rotatably to an opposite face of the first structure facing the second structure; a second connection part for connecting an end portion of a second bar-like member rotatably to the other end portion of the first bar-like member; a holding member, which is attached to an opposite face of the second structure facing the first structure, for holding the second bar-like member so as to be movable with respect to the out-of-face direction of the opposite face of the second structure; and first measurement means for measuring a rotation angle of the one end portion or the other end portion of the first bar-like member.SELECTED DRAWING: Figure 1

Description

本発明は、2つの構造体の相対変位を計測する変位計測装置に関する。   The present invention relates to a displacement measuring device that measures the relative displacement of two structures.

地震時に免震建物の免震層に発生する相対変位を計測する変位計測装置がある。例えば、特許文献1には、下部構造上に設けられた免震層に上部構造が支持された免震建物において、下部構造の上面に水平に設置した平板状の感圧センサーの表面上に、上部構造に設けたタッチペンの先端を移動可能に接触させ、この感圧センサーによりタッチペンの先端の位置を検出して、免震建物の免震層に発生する相対変位を計測する免震建物の変位記録装置が開示されている。   There is a displacement measuring device that measures the relative displacement that occurs in the base isolation layer of base isolation buildings during an earthquake. For example, in Patent Document 1, in a base-isolated building in which an upper structure is supported by a base isolation layer provided on a lower structure, on the surface of a flat plate-like pressure sensor installed horizontally on the upper surface of the lower structure, Displacement of the base-isolated building that measures the relative displacement that occurs in the base isolation layer of the base isolation building by detecting the position of the tip of the touch pen using this pressure sensitive sensor. A recording device is disclosed.

しかし、この免震建物の変位記録装置では、タッチペンの先端の移動範囲を網羅するだけの大きな面積の感圧センサーを下部構造の上面に設置しなければならない。すなわち、変位記録装置の設置のために大きなスペースを必要とする。   However, in this seismic isolation building displacement recording apparatus, a pressure sensor having a large area enough to cover the movement range of the tip of the touch pen must be installed on the upper surface of the lower structure. That is, a large space is required for installing the displacement recording apparatus.

特開2012−233805号公報JP 2012-233805 A

本発明は係る事実を考慮し、変位計測装置を小さいスペースに設置できることを課題とする。   This invention considers the fact concerned, and makes it a subject that a displacement measuring device can be installed in a small space.

第1態様の発明は、相対移動する第1構造体と第2構造体との間に配置された変位計測装置において、前記第2構造体と対向する前記第1構造体の対向面に第1棒状部材の一端部を回転可能に連結する第1連結部と、前記第1棒状部材の他端部に第2棒状部材の端部を回転可能に連結する第2連結部と、前記第1構造体と対向する前記第2構造体の対向面に取り付けられ、前記第2構造体の対向面の面外方向に対して移動可能に前記第2棒状部材を保持する保持部材と、前記第1棒状部材の一端部又は他端部の回転角度を計測する第1計測手段と、を有する変位計測装置である。   According to a first aspect of the present invention, in the displacement measuring device disposed between the first structure and the second structure that move relative to each other, the first surface is opposed to the first structure facing the second structure. A first connecting portion that rotatably connects one end portion of the rod-shaped member; a second connecting portion that rotatably connects an end portion of the second rod-shaped member to the other end portion of the first rod-shaped member; and the first structure. A holding member that is attached to a facing surface of the second structure facing the body and holds the second rod-shaped member movably with respect to an out-of-plane direction of the facing surface of the second structure; and the first rod-shaped And a first measuring means for measuring a rotation angle of one end or the other end of the member.

第1態様の発明では、第2構造体と対向する第1構造体の対向面に第1棒状部材の一端部を回転可能に連結し、第1構造体と対向する第2構造体の対向面に取り付けられた保持部材により面外方向へ移動可能に保持された第2棒状部材の端部に第1棒状部材の他端部を回転可能に連結する。これにより、第1構造体と第2構造体との相対変位を第1棒状部材の一端部又は他端部の回転角度の大きさに置き換えることができる。   In the first aspect of the invention, one end of the first rod-like member is rotatably connected to the facing surface of the first structure facing the second structure, and the facing surface of the second structure facing the first structure. The other end of the first bar-like member is rotatably connected to the end of the second bar-like member that is held movably in the out-of-plane direction by the holding member attached to the head. Thereby, the relative displacement between the first structure and the second structure can be replaced with the magnitude of the rotation angle of one end or the other end of the first rod-shaped member.

従って、第1計測手段により計測された第1棒状部材の一端部又は他端部の回転角度と、第1棒状部材の長さとに基づいて、第1構造体と第2構造体との相対変位を求めることによりこの相対変位を計測できる。このため、変位計測装置を小さいスペースに設置できる。   Accordingly, the relative displacement between the first structure and the second structure based on the rotation angle of one end or the other end of the first rod-like member measured by the first measuring means and the length of the first rod-like member. This relative displacement can be measured by obtaining. For this reason, a displacement measuring device can be installed in a small space.

第2態様の発明は、第1態様の変位計測装置において、前記第1構造体は、上部構造物及び下部構造物の一方であり、前記第2構造体は、前記上部構造物及び前記下部構造物の他方であり、前記第1計測手段は、前記第1棒状部材の一端部又は他端部の水平2軸回りの回転角度を計測する。   According to a second aspect of the present invention, in the displacement measurement device according to the first aspect, the first structure is one of an upper structure and a lower structure, and the second structure is the upper structure and the lower structure. The other of the objects, the first measuring means measures a rotation angle of one end or the other end of the first rod-shaped member around two horizontal axes.

第2態様の発明では、第1計測手段により計測された第1棒状部材の一端部又は他端部の水平2軸回りの回転角度と、第1棒状部材の長さとに基づいて、水平2軸方向に対する第1構造体と第2構造体との相対変位を求めることによりこの相対変位を計測できる。   In the second aspect of the invention, based on the rotation angle around the two horizontal axes of one end or the other end of the first rod-like member measured by the first measuring means and the length of the first rod-like member, the two horizontal axes This relative displacement can be measured by determining the relative displacement between the first structure and the second structure relative to the direction.

第3態様の発明は、第1又は第2態様の変位計測装置において、前記保持部材に対する前記面外方向への前記第2棒状部材の移動距離を計測する第2計測手段を有する。   The third aspect of the invention is the displacement measuring apparatus according to the first or second aspect, further comprising second measuring means for measuring a movement distance of the second rod-shaped member in the out-of-plane direction with respect to the holding member.

第3態様の発明では、第1計測手段により計測された第1棒状部材の一端部又は他端部の回転角度と、第1棒状部材の長さと、第2計測手段により計測された保持部材に対する面外方向への第2棒状部材の移動距離とに基づいて、面外方向に対する第1構造体と第2構造体との相対変位を求めることによりこの相対変位を計測できる。   In the invention of the third aspect, the rotation angle of one end or the other end of the first rod-shaped member measured by the first measuring means, the length of the first rod-shaped member, and the holding member measured by the second measuring means Based on the movement distance of the second rod-shaped member in the out-of-plane direction, this relative displacement can be measured by obtaining the relative displacement between the first structure and the second structure in the out-of-plane direction.

本発明は上記構成としたので、変位計測装置を小さいスペースに設置することができる。   Since the present invention has the above configuration, the displacement measuring device can be installed in a small space.

本発明の実施形態に係る変位計測装置を示す正面図である。It is a front view which shows the displacement measuring device which concerns on embodiment of this invention. 本発明の実施形態に係る第1連結部を示す正面図である。It is a front view which shows the 1st connection part which concerns on embodiment of this invention. 図2のA−A断面図である。It is AA sectional drawing of FIG. 本発明の実施形態に係る第2連結部を示す正面図である。It is a front view which shows the 2nd connection part which concerns on embodiment of this invention. 図4のB−B断面図である。It is BB sectional drawing of FIG. 本発明の実施形態に係る変位計測装置を示す正面図である。It is a front view which shows the displacement measuring device which concerns on embodiment of this invention. 本発明の実施形態に係る第1連結部のバリエーションを示す正面図である。It is a front view which shows the variation of the 1st connection part which concerns on embodiment of this invention. 図7のC−C断面図である。It is CC sectional drawing of FIG. 本発明の実施形態に係る第2連結部のバリエーションを示す正面図である。It is a front view which shows the variation of the 2nd connection part which concerns on embodiment of this invention. 図9のD−D断面図である。It is DD sectional drawing of FIG. 本発明の実施形態に係る変位計測装置のバリエーションを示す正面図である。It is a front view which shows the variation of the displacement measuring device which concerns on embodiment of this invention.

図を参照しながら、本発明の実施形態を説明する。まず、本発明の実施形態に係る変位計測装置について説明する。   Embodiments of the present invention will be described with reference to the drawings. First, a displacement measuring apparatus according to an embodiment of the present invention will be described.

図1の正面図に示すように、本実施形態の変位計測装置10は、免震建物12に備えられた基礎免震層14において、第1構造体としての上部構造物16と、第2構造体としての下部構造物18との間に配置されている。   As shown in the front view of FIG. 1, the displacement measuring apparatus 10 of the present embodiment includes an upper structure 16 as a first structure and a second structure in the base seismic isolation layer 14 provided in the base isolation building 12. It arrange | positions between the lower structures 18 as a body.

上部構造物16は、免震装置(不図示)により下部構造物18上に免震支持されており、これによって、上部構造物16と下部構造物18とは地震時に横方向に対して相対移動する。図1には、層間変形が生じていない基礎免震層14に配置されている初期状態の変位計測装置10が示されている。   The upper structure 16 is seismically isolated and supported on the lower structure 18 by a seismic isolation device (not shown), whereby the upper structure 16 and the lower structure 18 move relative to each other in the lateral direction during an earthquake. To do. FIG. 1 shows a displacement measuring device 10 in an initial state arranged in a basic seismic isolation layer 14 in which no interlayer deformation has occurred.

変位計測装置10は、第1棒状部材20、第1連結部22、第2棒状部材24、第2連結部26、保持部材28、及び第1計測手段30を有して構成されている。第1棒状部材20及び第2棒状部材24は、丸鋼管によって形成されている。なお、第1棒状部材20及び第2棒状部材24は、棒状の部材であればよい。例えば、第1棒状部材20及び第2棒状部材24を、角形鋼管やアングル材によって形成してもよい。   The displacement measuring device 10 includes a first rod-shaped member 20, a first connecting portion 22, a second rod-shaped member 24, a second connecting portion 26, a holding member 28, and first measuring means 30. The 1st rod-shaped member 20 and the 2nd rod-shaped member 24 are formed with the round steel pipe. In addition, the 1st rod-shaped member 20 and the 2nd rod-shaped member 24 should just be a rod-shaped member. For example, you may form the 1st rod-shaped member 20 and the 2nd rod-shaped member 24 with a square steel pipe or an angle material.

図1、図2の正面図、及び図2のA−A断面図である図3に示すように、第1連結部22は、ユニバーサルジョイント機構32によって、下部構造物18の上面34と対向する上部構造物16の対向面としての下面36に、第1棒状部材20の一端部としての上端部38を、水平2軸回りに回転可能に、且つ鉛直軸回りに回転不能に連結している。本例では、水平2軸を、水平軸となるX1軸と、X1軸と直交する水平軸となるY1軸とし、鉛直軸を、X1軸及びY1軸と直交する鉛直軸となるZ1軸としている。 As shown in FIG. 3, which is a front view of FIG. 1 and FIG. 2, and FIG. 3, which is a cross-sectional view taken along line AA of FIG. 2, the first connecting portion 22 An upper end portion 38 as one end portion of the first rod-like member 20 is connected to a lower surface 36 as an opposing surface of the upper structure 16 so as to be rotatable about two horizontal axes and not rotatable about a vertical axis. In this example, the two horizontal axes, and the X 1 axis as a horizontal axis, a Y 1 axis as a horizontal axis perpendicular to the X 1 axis, a vertical axis, a vertical axis orthogonal to the X 1 axis and Y 1 axis Z 1 axis.

すなわち、第1連結部22は、下部構造物18の上面34と対向する上部構造物16の下面36に、第1棒状部材20の一端部としての上端部38を回転可能に連結している。   That is, the first connecting portion 22 rotatably connects the upper end portion 38 as one end portion of the first rod-shaped member 20 to the lower surface 36 of the upper structure 16 facing the upper surface 34 of the lower structure 18.

図4の正面図、及び図4のB−B断面図である図5に示すように、第2連結部26は、ユニバーサルジョイント機構40によって、第1棒状部材20の他端部としての下端部42に、第2棒状部材24の端部としての上端部44を、水平2軸回りに回転可能に、且つ鉛直軸回りに回転不能に連結している。これにより、第2棒状部材24は、第2連結部26から略鉛直方向へ吊り下げられた状態になっている。本例では、水平2軸を、水平軸となるX2軸と、X2軸と直交する水平軸となるY2軸とし、鉛直軸を、X2軸及びY2軸と直交する鉛直軸となるZ2軸としている。 As shown in FIG. 5 which is the front view of FIG. 4 and FIG. 5 which is a BB sectional view of FIG. 4, the second connecting portion 26 is a lower end portion as the other end portion of the first rod-shaped member 20 by the universal joint mechanism 40. An upper end portion 44 as an end portion of the second rod-shaped member 24 is connected to 42 so as to be rotatable around two horizontal axes and not rotatable around a vertical axis. Thereby, the 2nd rod-shaped member 24 is in the state suspended from the 2nd connection part 26 in the substantially perpendicular direction. In this example, the two horizontal axes, and X 2 axis as a horizontal axis, and a horizontal axis orthogonal to the X 2 axis Y 2 axis, a vertical axis, a vertical axis orthogonal to the X 2 axis and Y 2 axis made and the Z 2 axes.

すなわち、第2連結部26は、第1棒状部材20の他端部としての下端部42に、第2棒状部材24の端部としての上端部44を回転可能に連結している。   That is, the second connecting portion 26 rotatably connects the upper end portion 44 as the end portion of the second rod-shaped member 24 to the lower end portion 42 as the other end portion of the first rod-shaped member 20.

保持部材28は、上部構造物16の下面36と対向する下部構造物18の対向面としての上面34に取り付けられており、水平方向へ移動不能、水平軸回りに回転不能、上下方向(Z2軸方向)へ移動可能、且つZ2軸回りに回転可能に、第2棒状部材24を保持している。 The holding member 28 is attached to an upper surface 34 as a facing surface of the lower structure 18 that faces the lower surface 36 of the upper structure 16, and is not movable in the horizontal direction, cannot rotate about the horizontal axis, and is vertically movable (Z 2 axially) movable in the, and rotatably in the Z 2 axes, holds the second rod-shaped member 24.

すなわち、保持部材28は、下部構造物18の上面34の面外方向46(Z2軸方向)に対して移動可能に第2棒状部材24を保持している。 That is, the holding member 28 holds the second rod-like member 24 movable relative to out-of-plane direction 46 of the upper surface 34 of the lower structure 18 (Z 2 axial direction).

図1に示すように、第1計測手段30は、第1連結部22に設けられている。第1計測手段30は、ユニバーサルジョイント機構32の2つの回転軸に軸がそれぞれ繋げられた2つのエンコーダ(不図示)を有して構成されており、第1棒状部材20の上端部38の水平2軸(X1軸とY1軸)回りの回転角度α1、β1を計測する(図2及び図3を参照のこと)。すなわち、第1計測手段30を構成する2つのエンコーダのうち、一方のエンコーダ(以下、「第1エンコーダ」とする)によりX1軸回りの回転角度α1を計測し、他方のエンコーダ(以下、「第2エンコーダ」とする)によりY1軸回りの回転角度β1を計測する。 As shown in FIG. 1, the first measuring means 30 is provided in the first connecting portion 22. The first measuring means 30 includes two encoders (not shown) whose shafts are respectively connected to the two rotating shafts of the universal joint mechanism 32, and the first measuring means 30 is horizontally arranged at the upper end portion 38 of the first rod-shaped member 20. Rotational angles α 1 and β 1 around two axes (X 1 axis and Y 1 axis) are measured (see FIGS. 2 and 3). That is, the rotation angle α 1 around the X 1 axis is measured by one encoder (hereinafter referred to as “first encoder”) of the two encoders constituting the first measuring means 30, and the other encoder (hereinafter referred to as “first encoder”). The rotation angle β 1 about the Y 1 axis is measured by “second encoder”).

変位計測装置10では、このような、上部構造物16の下面36に第1棒状部材20の上端部38を回転可能に連結し、下部構造物18の上面34に取り付けられた保持部材28により面外方向46へ移動可能に保持された第2棒状部材24の上端部44に第1棒状部材20の下端部42を回転可能に連結した構成により、図6の正面図に示すように、地震時に、上部構造物16と下部構造物18とが横方向に対して相対移動(矢印48)した際に、上部構造物16と下部構造物18との相対変位Sを、第1棒状部材20の上端部38の回転角度α1、β1の大きさに置き換えることができる。 In the displacement measuring apparatus 10, the upper end portion 38 of the first rod-shaped member 20 is rotatably connected to the lower surface 36 of the upper structure 16, and the surface is held by the holding member 28 attached to the upper surface 34 of the lower structure 18. As shown in the front view of FIG. 6, the structure in which the lower end portion 42 of the first rod-shaped member 20 is rotatably connected to the upper end portion 44 of the second rod-shaped member 24 that is held movably in the outward direction 46, as shown in FIG. When the upper structure 16 and the lower structure 18 move relative to each other in the lateral direction (arrow 48), the relative displacement S between the upper structure 16 and the lower structure 18 is changed to the upper end of the first rod-shaped member 20. The rotation angles α 1 and β 1 of the portion 38 can be replaced with the magnitudes.

よって、第1計測手段30により計測された第1棒状部材20の上端部38の回転角度α1、β1と、第1棒状部材20の長さLとに基づいて演算処理を行うことにより、上部構造物16と下部構造物18との相対変位Sを求めてこの相対変位Sを計測することができる。 Therefore, by performing calculation processing based on the rotation angles α 1 and β 1 of the upper end portion 38 of the first rod-shaped member 20 measured by the first measuring means 30 and the length L of the first rod-shaped member 20, The relative displacement S between the upper structure 16 and the lower structure 18 can be obtained and the relative displacement S can be measured.

具体的には、地震時に、上部構造物16と下部構造物18とが横方向に対して相対移動した際に、相対変位SのX1軸方向の成分である相対変位SXは、式(1)により求めることができ、相対変位SのY1軸方向の成分である相対変位SYは、式(2)により求めることができる。なお、通常の免震層(本例では、基礎免震層14)の変位挙動においては、第1連結部22のZ1軸を回転中心とした回転成分を無視できるので、Z1軸回りの回転が無いものとして式(1)及び式(2)を導出している。 More specifically, during an earthquake, when the upper structure 16 and the lower structure 18 has moved relative to the horizontal direction, the relative displacement S X is a component of X 1 relative axial displacement S of the formula ( it can be determined by 1), the relative displacement S Y is a component of Y 1 relative axial displacement S may be calculated by equation (2). Incidentally, (in this example, basic seismic isolation layer 14) normal isolation layer in displacement behavior, since the Z 1 axis of the first connecting portion 22 can be ignored and the rotational component and the rotation center, of Z 1 axis Equations (1) and (2) are derived assuming that there is no rotation.

次に、本発明の実施形態に係る変位計測装置の作用と効果について説明する。   Next, the operation and effect of the displacement measuring apparatus according to the embodiment of the present invention will be described.

本実施形態の変位計測装置10では、図1及び図6に示すように、上部構造物16の下面36に第1棒状部材20の上端部38を回転可能に連結し、下部構造物18の上面34に取り付けられた保持部材28により面外方向46へ移動可能に保持された第2棒状部材24の上端部44に第1棒状部材20の下端部42を回転可能に連結している。これにより、上部構造物16と下部構造物18との相対変位Sを第1棒状部材20の上端部38の回転角度α1、β1の大きさに置き換えることができる。 In the displacement measuring apparatus 10 of the present embodiment, as shown in FIGS. 1 and 6, the upper end portion 38 of the first rod-shaped member 20 is rotatably connected to the lower surface 36 of the upper structure 16, and the upper surface of the lower structure 18. The lower end portion 42 of the first rod-like member 20 is rotatably connected to the upper end portion 44 of the second rod-like member 24 held so as to be movable in the out-of-plane direction 46 by the holding member 28 attached to 34. As a result, the relative displacement S between the upper structure 16 and the lower structure 18 can be replaced with the magnitudes of the rotation angles α 1 and β 1 of the upper end portion 38 of the first rod-shaped member 20.

従って、第1計測手段30(第1エンコーダ、第2エンコーダ)により計測された第1棒状部材20の上端部38の回転角度α1、β1と、第1棒状部材20の長さLとに基づいて、上部構造物16と下部構造物18との相対変位Sを求めてこの相対変位Sを計測できる。このため、変位計測装置10を小さいスペースに設置できる。 Therefore, the rotation angles α 1 and β 1 of the upper end portion 38 of the first rod-shaped member 20 and the length L of the first rod-shaped member 20 measured by the first measuring means 30 (the first encoder and the second encoder). Based on this, the relative displacement S between the upper structure 16 and the lower structure 18 can be obtained and the relative displacement S can be measured. For this reason, the displacement measuring apparatus 10 can be installed in a small space.

また、第1計測手段30により計測された水平2軸(X1軸とY1軸)回りの回転角度α1、β1と、第1棒状部材20の長さLとに基づいて、水平2軸方向(X1軸方向とY1軸方向)に対する上部構造物16と下部構造物18との相対変位SX、SYを求めてこの相対変位SX、SYを計測できる。 Further, based on the rotation angles α 1 and β 1 around the two horizontal axes (X 1 axis and Y 1 axis) measured by the first measuring means 30 and the length L of the first rod-shaped member 20, the horizontal 2 The relative displacements S X and S Y between the upper structure 16 and the lower structure 18 with respect to the axial direction (X 1 axis direction and Y 1 axis direction) can be obtained and the relative displacements S X and S Y can be measured.

このように、地震時に免震層(本例では、基礎免震層14)の層間変位を計測することは、免震建物を構成する柱や梁等の構造部材の健全性をモニタリングするために、非常に有効となる。例えば、変位計測装置10により計測された相対変位Sから、免震層の層間変位の最大値を把握して構造部材の損傷具合を判断したり、累積塑性変形を計算して構造部材の疲労度を検証したり等、構造部材の健全性判断のための様々な評価を行うことが可能となる。   Thus, measuring the inter-layer displacement of the base isolation layer (in this example, the base base isolation layer 14) during an earthquake is to monitor the soundness of structural members such as columns and beams that make up the base isolation building. Will be very effective. For example, from the relative displacement S measured by the displacement measuring device 10, the maximum value of the interlayer displacement of the seismic isolation layer is grasped to determine the degree of damage of the structural member, or the cumulative plastic deformation is calculated to calculate the fatigue level of the structural member. It is possible to perform various evaluations for determining the soundness of structural members, such as verifying

また、本実施形態の変位計測装置10では、図1及び図6に示すように、第1計測手段30(第1エンコーダ、第2エンコーダ)により計測された第1棒状部材20の上端部38の回転角度α1、β1と、第1棒状部材20の長さLとに基づいて、上部構造物16と下部構造物18との相対変位Sを求めることにより、高い精度で相対変位Sを計測することができる。 Moreover, in the displacement measuring apparatus 10 of this embodiment, as shown in FIG.1 and FIG.6, the upper end part 38 of the 1st rod-shaped member 20 measured by the 1st measurement means 30 (a 1st encoder, a 2nd encoder). The relative displacement S is measured with high accuracy by obtaining the relative displacement S between the upper structure 16 and the lower structure 18 based on the rotation angles α 1 and β 1 and the length L of the first rod-shaped member 20. can do.

例えば、水平変位を計測してこの水平変位を電圧の出力に変換して示す従来の変位計の場合、水平変位の最大値を600mm、電圧の最大値を10Vとすると、分解能は0.01Vで0.6mmと低くなる。これに対して、本実施形態の変位計測装置10では、第1棒状部材20の長さLを1500mmとし、365°を21bitで計測できるエンコーダ(第1エンコーダ、第2エンコーダ)を用いると、分解能は1500×sin(365/221)=0.005mmと高くなる。 For example, in the case of a conventional displacement meter that measures horizontal displacement and converts the horizontal displacement into voltage output, the maximum value of horizontal displacement is 600 mm and the maximum value of voltage is 10 V, and the resolution is 0.01 V. As low as 0.6 mm. On the other hand, in the displacement measuring apparatus 10 of this embodiment, when the length L of the first rod-shaped member 20 is 1500 mm and an encoder (first encoder, second encoder) capable of measuring 365 ° with 21 bits is used, the resolution Becomes as high as 1500 × sin (365/2 21 ) = 0.005 mm.

さらに、本実施形態の変位計測装置10では、図1に示すように、下部構造物18の上面34の面外方向46(Z2軸方向)に対して移動可能に保持部材28が第2棒状部材24を保持しているので、基礎免震層14に上下方向の相対変位が生じた場合においても、この上下方向の相対変位に影響されずに上部構造物16と下部構造物18との相対変位Sを求めることができる。 Furthermore, in the displacement measuring apparatus 10 of the present embodiment, as shown in FIG. 1, the holding member 28 is second rod-shaped so as to be movable in the out-of-plane direction 46 (Z 2 axis direction) of the upper surface 34 of the lower structure 18. Since the member 24 is held, even if a vertical displacement occurs in the base seismic isolation layer 14, the relative relationship between the upper structure 16 and the lower structure 18 is not affected by the vertical displacement. The displacement S can be obtained.

以上、本発明の実施形態について説明した。   The embodiment of the present invention has been described above.

なお、本実施形態では、図1に示すように、第1棒状部材20が略鉛直になっている変位計測装置10の状態を初期状態とし、図6に示すように、第1棒状部材20が傾斜した変位計測装置10の状態で、上部構造物16と下部構造物18との相対変位Sを、第1棒状部材20の上端部38の回転角度α1、β1と、第1棒状部材20の長さLとに基づいて求めた例を示したが、図6に示すような第1棒状部材20が傾斜している変位計測装置10の状態を初期状態としてもよい。 In the present embodiment, as shown in FIG. 1, the state of the displacement measuring device 10 in which the first rod-like member 20 is substantially vertical is set as the initial state, and as shown in FIG. 6, the first rod-like member 20 is In the state of the tilted displacement measuring device 10, the relative displacement S between the upper structure 16 and the lower structure 18 is determined based on the rotation angles α 1 and β 1 of the upper end portion 38 of the first rod-shaped member 20 and the first rod-shaped member 20. Although the example calculated | required based on this length L was shown, it is good also considering the state of the displacement measuring device 10 in which the 1st rod-shaped member 20 as shown in FIG. 6 inclines as an initial state.

また、本実施形態では、図1に示すように、第1棒状部材20及び第2棒状部材24を、丸鋼管によって形成した例を示したが、第1棒状部材20及び第2棒状部材24は、剛性の高い部材であればよい。   Moreover, in this embodiment, as shown in FIG. 1, although the example which formed the 1st rod-shaped member 20 and the 2nd rod-shaped member 24 with the round steel pipe was shown, the 1st rod-shaped member 20 and the 2nd rod-shaped member 24 are as follows. Any member having high rigidity may be used.

第1棒状部材20及び第2棒状部材24を剛性の高い部材により形成することによって、第1棒状部材20及び第2棒状部材24が曲がることによって生じる、第1棒状部材20の長さLの誤差や第2連結部26の位置の誤差を低減することができる。   An error in the length L of the first rod-shaped member 20 caused by the bending of the first rod-shaped member 20 and the second rod-shaped member 24 by forming the first rod-shaped member 20 and the second rod-shaped member 24 with a highly rigid member. And the error of the position of the 2nd connection part 26 can be reduced.

さらに、本実施形態では、図1に示すように、第1計測手段30により、第1棒状部材20の上端部38の水平2軸(X1軸とY1軸)回りの回転角度α1、β1を計測し、この回転角度α1、β1と、第1棒状部材20の長さLとに基づいて演算処理を行うことにより、上部構造物16と下部構造物18との相対変位Sを求めてこの相対変位Sを計測した例を示したが、第1計測手段30を第2連結部26に設けて、この第1計測手段30により、第1棒状部材20の下端部42の水平2軸(X2軸とY2軸)回りの回転角度α2、β2を計測し、この回転角度α2、β2と、第1棒状部材20の長さLとに基づいて、第1計測手段30の計測位置に対応させた数式によって演算処理を行うことにより、上部構造物16と下部構造物18との相対変位Sを求めてこの相対変位Sを計測してもよい。 Further, in the present embodiment, as shown in FIG. 1, the first measuring means 30 rotates the rotation angle α 1 around the two horizontal axes (X 1 axis and Y 1 axis) of the upper end portion 38 of the first rod-shaped member 20, measured beta 1, the rotation angle alpha 1, and beta 1, by performing arithmetic processing based on the length L of the first rod member 20, relative displacement between the upper structure 16 and the lower structure 18 S In this example, the relative displacement S is measured and the first measuring means 30 is provided in the second connecting portion 26, and the first measuring means 30 allows the horizontal position of the lower end portion 42 of the first rod-shaped member 20 to be measured. Rotational angles α 2 and β 2 around two axes (X 2 axis and Y 2 axis) are measured, and based on the rotational angles α 2 and β 2 and the length L of the first rod-shaped member 20, the first Relative displacement between the upper structure 16 and the lower structure 18 by performing arithmetic processing according to a mathematical formula corresponding to the measurement position of the measurement means 30 The The relative displacement S may be measured in search.

また、本実施形態では、第1計測手段30により、第1棒状部材20の上端部38の水平2軸(X1軸とY1軸)回りの回転角度α1、β1を計測した例を示したが、保持部材28に、保持部材28に対する面外方向46への第2棒状部材24の移動距離を計測する第2計測手段を設けてもよい。 In the present embodiment, the first measuring means 30 measures the rotation angles α 1 and β 1 around the two horizontal axes (X 1 axis and Y 1 axis) of the upper end portion 38 of the first rod-shaped member 20. Although shown, the holding member 28 may be provided with second measuring means for measuring the moving distance of the second rod-shaped member 24 in the out-of-plane direction 46 with respect to the holding member 28.

このようにすれば、第1計測手段30により計測された第1棒状部材20の上端部38の水平2軸(X1軸とY1軸)回りの回転角度α1、β1と、第1棒状部材20の長さLと、第2計測手段により計測された保持部材28に対する面外方向46への第2棒状部材24の移動距離とに基づいて、面外方向46(上下方向)に対する上部構造物16と下部構造物18との相対変位を求めることによりこの相対変位を計測できる。 In this way, the rotation angles α 1 and β 1 around the two horizontal axes (X 1 axis and Y 1 axis) of the upper end portion 38 of the first rod-shaped member 20 measured by the first measuring means 30, and the first Based on the length L of the rod-shaped member 20 and the movement distance of the second rod-shaped member 24 in the out-of-plane direction 46 with respect to the holding member 28 measured by the second measuring means, the upper portion in the out-of-plane direction 46 (vertical direction) This relative displacement can be measured by obtaining the relative displacement between the structure 16 and the lower structure 18.

さらに、本実施形態では、図1〜5に示すように、第1連結部22では、ユニバーサルジョイント機構32によって、上部構造物16の下面36に、第1棒状部材20の上端部38を、水平2軸(X1軸とY1軸)回りに回転可能に、且つ鉛直軸(Z1軸)回りに回転不能に連結し、第2連結部26では、ユニバーサルジョイント機構40によって、第1棒状部材20の下端部42に、第2棒状部材24の上端部44を、水平2軸(X2軸とY2軸)回りに回転可能に、且つ鉛直軸(Z2軸)回りに回転不能に連結し、保持部材28では、水平方向へ移動不能、水平軸回りに回転不能、上下方向へ移動可能、且つ鉛直軸(Z2軸)回りに回転可能に、第2棒状部材24を保持した例を示したが、保持部材28により、水平方向へ移動不能、水平軸回りと鉛直軸(Z2軸)回りとに回転不能、且つ上下方向(Z2軸方向)へ移動可能に、第2棒状部材24を保持するようにしてもよい。 Furthermore, in this embodiment, as shown in FIGS. 1-5, in the 1st connection part 22, the upper end part 38 of the 1st rod-shaped member 20 is horizontally installed in the lower surface 36 of the upper structure 16 by the universal joint mechanism 32. The second connecting portion 26 is connected to the first rod-like member by the universal joint mechanism 40 so as to be rotatable about two axes (X 1 axis and Y 1 axis) and not rotatable about the vertical axis (Z 1 axis). the lower end 42 of the 20, the upper end portion 44 of the second rod-shaped member 24, rotatably in a horizontal two-axis (X 2 axis and Y 2 axis) around and vertical axis (Z 2 axes) non-rotatably coupled around and, in the holding member 28, immovable in the horizontal direction, non-rotatable about a horizontal axis, movable vertically and rotatably on a vertical axis (Z 2 axes) around an example of holding the second rod-like member 24 Although shown, the holding member 28 cannot move in the horizontal direction, and the horizontal axis Litho vertical axis (Z 2 axes) nonrotatably and around, and movable in the vertical direction (Z 2 axial direction) may be holding the second rod-shaped member 24.

この場合、図7、及び図7のC−C断面図である図8に示すように、第1連結部22では、ジョイント機構50によって、上部構造物16の下面36に、第1棒状部材20の上端部38を、水平2軸(X1軸とY1軸)回りと鉛直軸(Z1軸)回りとに回転可能に連結し、図9、及び図9のD−D断面図である図10に示すように、第2連結部26では、ジョイント機構52によって、第1棒状部材20の下端部42に第2棒状部材24の上端部44を、水平2軸(X2軸とY2軸)回りと鉛直軸(Z2軸)回りとに回転可能に連結する。 In this case, as shown in FIG. 7 and FIG. 8, which is a sectional view taken along the line CC in FIG. 7, in the first connecting portion 22, the first rod-like member 20 is attached to the lower surface 36 of the upper structure 16 by the joint mechanism 50. 9 is a cross-sectional view taken along the line DD in FIGS. 9 and 9, in which the upper end portion 38 is connected rotatably around two horizontal axes (X 1 axis and Y 1 axis) and around the vertical axis (Z 1 axis). as shown in FIG. 10, the second connecting portion 26, the joint mechanism 52, the upper end portion 44 of the second rod-shaped member 24 to the lower end portion 42 of the first rod-like member 20, two horizontal axes (X 2 axis and Y 2 rotatably coupled axis) around the vertical axis (in the Z 2 axial) direction.

また、本実施形態では、第1棒状部材20の一端部が連結される第1構造体を上部構造物16とし、保持部材28が取り付けられる第2構造体を下部構造物18とした例を示したが、第1構造体を下部構造物18とし、第2構造体を上部構造物16としてもよい。すなわち、図11の正面図に示すように、図1に示した変位計測装置10の上下を逆にして基礎免震層14に配置してもよい。このように、第1構造体は、上部構造物及び下部構造物の一方であり、第2構造体は、上部構造物及び下部構造物の他方であればよい。   Moreover, in this embodiment, the 1st structure to which the one end part of the 1st rod-shaped member 20 is connected is made into the upper structure 16, and the 2nd structure to which the holding member 28 is attached to the lower structure 18 is shown. However, the first structure may be the lower structure 18 and the second structure may be the upper structure 16. That is, as shown in the front view of FIG. 11, the displacement measuring apparatus 10 shown in FIG. Thus, the first structure may be one of the upper structure and the lower structure, and the second structure may be the other of the upper structure and the lower structure.

さらに、本実施形態では、図1に示すように、免震建物12に備えられた基礎免震層14に変位計測装置10を配置した例を示したが、本実施形態の変位計測装置10は、相対移動するさまざまな第1構造体と第2構造体との間に配置することができる。例えば、免震建物に備えられた中間免震層に変位計測装置10を配置してもよい。また、例えば、上下方向や斜め方向に対して相対移動する第1構造体と第2構造体との間に変位計測装置10を配置してもよい。   Furthermore, in this embodiment, as shown in FIG. 1, although the example which has arrange | positioned the displacement measuring device 10 to the basic seismic isolation layer 14 with which the seismic isolation building 12 was equipped was shown, the displacement measuring device 10 of this embodiment is shown. , And can be disposed between various first structures and second structures that move relative to each other. For example, you may arrange | position the displacement measuring device 10 to the middle seismic isolation layer with which the seismic isolation building was equipped. Further, for example, the displacement measuring device 10 may be disposed between the first structure and the second structure that move relative to the vertical direction or the oblique direction.

以上、本発明の実施形態について説明したが、本発明はこうした実施形態に何等限定されるものでなく、本発明の要旨を逸脱しない範囲において、種々なる態様で実施し得ることは勿論である。   As mentioned above, although embodiment of this invention was described, this invention is not limited to such embodiment at all, Of course, in the range which does not deviate from the summary of this invention, it can implement in a various aspect.

10 変位計測装置
16 上部構造物(第1構造体)
18 下部構造物(第2構造体)
20 第1棒状部材
22 第1連結部
24 第2棒状部材
26 第2連結部
28 保持部材
30 第1計測手段
46 面外方向
α1、β1 回転角度
10 Displacement measuring device 16 Upper structure (first structure)
18 Substructure (second structure)
20 1st rod-shaped member 22 1st connection part 24 2nd rod-shaped member 26 2nd connection part 28 Holding member 30 1st measurement means 46 Out-of-plane direction (alpha) 1 , (beta) 1 rotation angle

Claims (3)

相対移動する第1構造体と第2構造体との間に配置された変位計測装置において、
前記第2構造体と対向する前記第1構造体の対向面に第1棒状部材の一端部を回転可能に連結する第1連結部と、
前記第1棒状部材の他端部に第2棒状部材の端部を回転可能に連結する第2連結部と、
前記第1構造体と対向する前記第2構造体の対向面に取り付けられ、前記第2構造体の対向面の面外方向に対して移動可能に前記第2棒状部材を保持する保持部材と、
前記第1棒状部材の一端部又は他端部の回転角度を計測する第1計測手段と、
を有する変位計測装置。
In the displacement measuring device disposed between the first structure and the second structure that move relative to each other,
A first connecting portion that rotatably connects one end of the first rod-like member to the facing surface of the first structure facing the second structure;
A second connecting portion for rotatably connecting an end portion of the second rod-shaped member to the other end portion of the first rod-shaped member;
A holding member that is attached to a facing surface of the second structure facing the first structure, and that holds the second rod-shaped member movably with respect to an out-of-plane direction of the facing surface of the second structure;
First measuring means for measuring a rotation angle of one end or the other end of the first rod-shaped member;
Displacement measuring device.
前記第1構造体は、上部構造物及び下部構造物の一方であり、前記第2構造体は、前記上部構造物及び前記下部構造物の他方であり、前記第1計測手段は、前記第1棒状部材の一端部又は他端部の水平2軸回りの回転角度を計測する請求項1に記載の変位計測装置。   The first structure is one of an upper structure and a lower structure, the second structure is the other of the upper structure and the lower structure, and the first measuring means is the first structure. The displacement measuring apparatus according to claim 1, wherein a rotational angle around one horizontal axis of one end or the other end of the rod-shaped member is measured. 前記保持部材に対する前記面外方向への前記第2棒状部材の移動距離を計測する第2計測手段を有する請求項1又は2に記載の変位計測装置。   The displacement measuring apparatus according to claim 1, further comprising a second measuring unit that measures a moving distance of the second rod-shaped member in the out-of-plane direction with respect to the holding member.
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JP2021021582A (en) * 2019-07-25 2021-02-18 三井住友建設株式会社 Relative displacement measurement device

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