JP2019002685A - Height measurement device and height measurement method - Google Patents

Height measurement device and height measurement method Download PDF

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JP2019002685A
JP2019002685A JP2017114703A JP2017114703A JP2019002685A JP 2019002685 A JP2019002685 A JP 2019002685A JP 2017114703 A JP2017114703 A JP 2017114703A JP 2017114703 A JP2017114703 A JP 2017114703A JP 2019002685 A JP2019002685 A JP 2019002685A
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laser
height
distance meter
height measuring
girder
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哲朗 水谷
Tetsuro Mizutani
哲朗 水谷
優作 杉岡
Yusaku Sugioka
優作 杉岡
幸弘 岸田
Yukihiro Kishida
幸弘 岸田
伸哉 森田
Shinya Morita
伸哉 森田
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Railway Track & Structures Tech Co Ltd
Railway Track & Structures Technology Co Ltd
UITTO KK
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Railway Track & Structures Tech Co Ltd
Railway Track & Structures Technology Co Ltd
UITTO KK
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Abstract

To measure the height from the ground for the measuring object existing obliquely above the measuring person.SOLUTION: The height measuring instrument 1 includes a laser rangefinder 2, a support portion 3, and a hanging portion 4. The laser rangefinder 2 emits a laser beam, receives the reflected light, and measures the distance to the reflecting surface. The support portion 3 is an elongated member. The hanging portion 4 is a member for suspending the laser rangefinder 2 at the tip end portion 31 of the supporting portion 3. The hanging portion 4 hangs the laser rangefinder 2 so as to be able to swing in all horizontal directions. In the laser rangefinder 2, the emission direction of the laser L is vertically downward by the hanging portion 4.SELECTED DRAWING: Figure 1

Description

本発明は、測定対象物の地面からの高さを測定するための高さ測定器、及びその高さ測定器を用いた高さ測定方法に関する。   The present invention relates to a height measuring device for measuring the height of a measurement object from the ground, and a height measuring method using the height measuring device.

道路の上を越える橋梁の検査において、桁及び桁下防護工の空頭測定が行われる。桁の空頭とは、道路面(地面)から桁の下面までの高さである。桁下防護工の空頭とは、道路面から桁下防護工の下面までの高さである。従来から、空頭測定は、測定棒又はレーザ距離計(レーザ測距計)を用いた測定方法がある。測定棒を用いた測定方法では、測定者は、道路面から真上に向けて桁又は桁下防護工まで測定棒を伸ばして空頭を測定する。レーザ距離計は、レーザを出射してその反射光を受光して反射面までの距離を測定する機器である(例えば、特許文献1参照)。レーザ距離計を用いた測定方法では、測定者は、レーザ距離計を道路面に置いて真上の桁又は桁下防護工にレーザを出射して空頭を測定する。   In the inspection of bridges over the road, girder and under girder guards are measured. The empty head of a girder is the height from the road surface (ground) to the lower surface of the girder. The head of the under-girder protection is the height from the road surface to the lower surface of the under-girder protection. Conventionally, there is a measuring method using a measuring rod or a laser rangefinder (laser rangefinder) for the sky head measurement. In the measuring method using the measuring rod, the measurer extends the measuring rod from the road surface directly above to the girder or under-girder protective work and measures the empty head. The laser distance meter is a device that emits a laser, receives reflected light, and measures the distance to the reflecting surface (see, for example, Patent Document 1). In the measurement method using the laser distance meter, the measurer places the laser distance meter on the road surface and emits a laser to the upper girder or under-girder guard to measure the sky head.

しかしながら、いずれの測定方法でも、測定者が桁等の真下の道路上で測定作業を行うので、交通事故のリスクが懸念される。また、このような測定方法では、測定棒やレーザ出射方向の傾きによって測定誤差が生じやすく、測定精度を上げるために作業時間を要していた。   However, in any of the measurement methods, since the measurer performs the measurement work on the road directly below the girder or the like, there is a concern about the risk of a traffic accident. Moreover, in such a measuring method, a measurement error is likely to occur due to the inclination of the measuring rod and the laser emission direction, and work time is required to increase the measurement accuracy.

もし、測定者が歩道や桁下外等の車が通行しない場所で測定作業を行えれば、交通事故のリスクが無くなる。しかし、このような場所では、測定対象物である桁等が測定者の斜め上方に位置するので、測定棒やレーザ距離計を用いた従来の方法では桁等の高さを測定することができない。   If the measurer can perform the measurement work in a place where a vehicle such as a sidewalk or under the girder does not pass, there is no risk of a traffic accident. However, in such a place, the girder, etc., which is the object to be measured is positioned obliquely above the measurer, and therefore the height of the girder etc. cannot be measured by the conventional method using a measuring rod or a laser distance meter. .

特開平10−246782号公報JP 10-246782 A

本発明は、上記問題を解決するものであり、測定者の斜め上方にある測定対象物の地面からの高さを精度良く測定することを目的とする。   The present invention solves the above-described problem, and an object of the present invention is to accurately measure the height from the ground of a measurement object that is obliquely above the measurer.

本発明の高さ測定器は、測定対象物の地面からの高さを測定するためのものであって、レーザを出射してその反射光を受光して反射面までの距離を測定するレーザ距離計と、長尺状の支持部と、前記レーザ距離計を前記支持部の先端部に吊下げる吊下げ部とを備え、前記吊下げ部は、全水平方向に揺動可能に前記レーザ距離計を吊下げ、前記レーザ距離計は、前記吊下げ部によってレーザの出射方向が鉛直下向きになることを特徴とする。   The height measuring instrument of the present invention is for measuring the height of the measurement object from the ground, and measures the distance to the reflecting surface by emitting the laser and receiving the reflected light. A suspension unit that suspends the laser distance meter from the tip of the support unit, the suspension unit being capable of swinging in all horizontal directions. The laser rangefinder is characterized in that the laser emission direction is vertically downward by the suspension part.

本発明の高さ測定器において、前記吊下げ部は、球継手を有し、前記レーザ距離計は、前記球継手を介して前記支持部の先端部に吊下げられることが好ましい。   In the height measuring instrument of the present invention, it is preferable that the suspension part has a ball joint, and the laser distance meter is suspended from the tip of the support part via the ball joint.

本発明の高さ測定方法は、前記高さ測定器を用いた高さ測定方法であって、前記支持部は、その先端部を斜め上に向けて支持されることを特徴とする。   The height measuring method according to the present invention is a height measuring method using the height measuring device, wherein the support portion is supported with its tip portion directed obliquely upward.

この高さ測定方法において、前記測定対象物は、橋梁の桁又は桁下防護工であり、前記地面は、道路面であってもよい。   In this height measurement method, the measurement object may be a bridge girder or a girder guard, and the ground may be a road surface.

本発明の高さ測定器によれば、支持部の先端部に全水平方向に揺動可能にレーザ距離計を吊下げ、レーザの出射方向が鉛直下向きになるので、支持部を斜めに支持することにより、測定者の斜め上方にある測定対象物から地面までの距離、すなわち測定対象物の地面からの高さを精度良く測定することができる。   According to the height measuring instrument of the present invention, the laser distance meter is suspended at the tip of the support portion so as to be swingable in all horizontal directions, and the laser emission direction is vertically downward, so that the support portion is supported obliquely. This makes it possible to accurately measure the distance from the measurement object obliquely above the measurer to the ground, that is, the height of the measurement object from the ground.

本発明の一実施形態に係る高さ測定器の側面図。The side view of the height measuring device which concerns on one Embodiment of this invention. 同高さ測定器の使用状態を示す側面図。The side view which shows the use condition of the same height measuring device.

本発明の一実施形態に係る高さ測定器を図1を参照して説明する。この高さ測定器は、地面からの高さを測定するための測定器である。図1に示すように、高さ測定器1は、レーザ距離計2と、支持部3と、吊下げ部4とを備える。レーザ距離計2は、レーザを出射してその反射光を受光して反射面までの距離を測定するものである。支持部3は、長尺状の部材である。吊下げ部4は、レーザ距離計2を支持部3の先端部31に吊下げる部材である。この吊下げ部4は、全水平方向に揺動可能にレーザ距離計2を吊下げる。レーザ距離計2は、吊下げ部4によってレーザLの出射方向が鉛直下向きになる。   A height measuring device according to an embodiment of the present invention will be described with reference to FIG. This height measuring instrument is a measuring instrument for measuring the height from the ground. As shown in FIG. 1, the height measuring instrument 1 includes a laser distance meter 2, a support part 3, and a hanging part 4. The laser distance meter 2 measures the distance to the reflecting surface by emitting a laser and receiving the reflected light. The support part 3 is a long member. The suspension part 4 is a member that suspends the laser distance meter 2 from the tip part 31 of the support part 3. The suspending unit 4 suspends the laser rangefinder 2 so as to be swingable in all horizontal directions. In the laser distance meter 2, the emission direction of the laser L is vertically downward by the hanging portion 4.

吊下げ部4は、球継手41を有する。レーザ距離計2は、球継手41を介して支持部3の先端部31に吊下げられる。   The hanging part 4 has a ball joint 41. The laser rangefinder 2 is suspended from the tip 31 of the support 3 via a ball joint 41.

上記のように構成された高さ測定器1の各構成をさらに詳述する。レーザ距離計2が測定した測定値は、レーザ距離計2の表面に表示され、その表示を読めば測定値がわかる。レーザ距離計2として、デジタル機器用の近距離無線通信(IEEE 802.15.1)機能を有するものを用い、測定値をユーザが携行するスマートフォン等の携帯端末に無線で送信してもよい。   Each configuration of the height measuring instrument 1 configured as described above will be described in further detail. The measured value measured by the laser distance meter 2 is displayed on the surface of the laser distance meter 2, and the measured value can be found by reading the display. The laser distance meter 2 may be a wireless device having a short-range wireless communication (IEEE 802.15.1) function for digital devices, and wirelessly transmit the measurement value to a portable terminal such as a smartphone carried by the user.

支持部3は、棒32と、屈曲部33とを有する。本実施形態では、棒32は、真っ直ぐな丸棒である。この棒32は、使用時に、ユーザに基端側を持たれ、斜めに支持される。屈曲部33は、屈曲した形状を有し、棒32の先端側に設けられる。このため、支持部3の先端部31は、棒32の長尺方向の延長線Xから偏倚した位置にある。この偏倚によって、吊下げられたレーザ距離計2が支持部3と干渉することが防がれる。なお、高さ測定器1を万一誤って電線に触れた場合の感電を防ぐために支持部3を絶縁してもよい。例えば、棒32は、絶縁物であるFRP(繊維強化プラスチック)製である。なお、支持部3を伸縮可能に構成してもよい。また、複数の棒32を直列に接続することによって支持部3を延長可能としてもよい。   The support part 3 has a rod 32 and a bent part 33. In the present embodiment, the bar 32 is a straight round bar. In use, the rod 32 is supported obliquely by the user with the proximal end side. The bent portion 33 has a bent shape and is provided on the distal end side of the bar 32. For this reason, the front-end | tip part 31 of the support part 3 exists in the position deviated from the extension line X of the elongate direction of the stick | rod 32. As shown in FIG. This deviation prevents the suspended laser rangefinder 2 from interfering with the support 3. In addition, in order to prevent an electric shock when the height measuring instrument 1 is accidentally touched with the electric wire, the support portion 3 may be insulated. For example, the rod 32 is made of FRP (fiber reinforced plastic) which is an insulator. In addition, you may comprise the support part 3 so that expansion-contraction is possible. Further, the support portion 3 may be extended by connecting a plurality of rods 32 in series.

吊下げ部4は、球継手41を有し、球継手41の一方が支持部3の先端部31に取り付けられ、他方にホルダ42を有する。ホルダ42は、金属製の枠であり、レーザ距離計2を保持する。球継手41は、ボールジョイントとも呼ばれ、球体(ボール)と、その球体に球面接触するソケットとを有し、任意の方向に回転可能な継手(ジョイント)である。レーザ距離計2は、球継手41によって全水平方向に揺動可能に吊下げられ、レーザ距離計2に働く重力によってレーザLの出射方向が鉛直下向きになる。   The hanging part 4 has a ball joint 41, one of the ball joints 41 is attached to the tip part 31 of the support part 3, and the other has a holder 42. The holder 42 is a metal frame and holds the laser distance meter 2. The ball joint 41 is also called a ball joint, and is a joint (joint) that includes a sphere (ball) and a socket that makes spherical contact with the sphere, and is rotatable in any direction. The laser distance meter 2 is suspended by a ball joint 41 so as to be swingable in all horizontal directions, and the emission direction of the laser L is vertically lowered by the gravity acting on the laser distance meter 2.

上記のように構成された高さ測定器1を用いた高さ測定方法の一例を図2を参照して説明する。測定対象物は、例えば、橋梁の桁5である。測定対象物が桁下防護工等であってもよい。測定する高さは、地面である道路面6からの桁5の高さである。なお、桁5は、橋台51等の下部工で支えられている。測定者である高さ測定器1のユーザ7は、道路面6に隣接する歩道61の上に立つ。ユーザ7は、支持部3の先端部31を斜め上に向けて支持部3を支持する。そして、先端部31を桁5に近接させる。レーザ距離計2は、レーザLを鉛直下向きに出射して、道路面6までの距離d1を測定する。レーザ距離計2におけるレーザを出射及び受光する部分と支持部3の先端部31との距離d2は一定である。距離d1と距離d2の和(d1+d2)が、道路面6からの桁5の高さ、すなわち桁下空頭である。なお、高さ測定器1は、桁下空頭の測定に特に適していることから、桁下空頭測距器と呼ばれることがある。   An example of a height measuring method using the height measuring device 1 configured as described above will be described with reference to FIG. The measurement object is, for example, a bridge girder 5. The measurement object may be a girder guard. The height to be measured is the height of the girder 5 from the road surface 6 which is the ground. The girder 5 is supported by a substructure such as an abutment 51. A user 7 of the height measuring instrument 1 as a measurer stands on a sidewalk 61 adjacent to the road surface 6. The user 7 supports the support unit 3 with the front end 31 of the support unit 3 facing obliquely upward. Then, the distal end portion 31 is brought close to the beam 5. The laser distance meter 2 emits the laser L vertically downward and measures the distance d1 to the road surface 6. The distance d2 between the portion of the laser distance meter 2 that emits and receives the laser and the tip portion 31 of the support portion 3 is constant. The sum (d1 + d2) of the distance d1 and the distance d2 is the height of the girder 5 from the road surface 6, that is, the head under the girder. Note that the height measuring device 1 is particularly suitable for measurement of the under-sparing head, and is therefore sometimes referred to as a under-sparing rangefinder.

以上、本実施形態に係る高さ測定器1によれば、支持部3の先端部31に全水平方向に揺動可能にレーザ距離計2を吊下げ、レーザLの出射方向が鉛直下向きになるので、支持部3を斜めに支持することにより、測定者の斜め上方にある測定対象物から地面までの距離、すなわち測定対象物の地面からの高さを精度良く測定することができる。   As described above, according to the height measuring instrument 1 according to the present embodiment, the laser distance meter 2 is suspended from the distal end portion 31 of the support portion 3 so as to be swingable in all horizontal directions, and the emission direction of the laser L is vertically downward. Therefore, by supporting the support part 3 diagonally, the distance from the measurement object that is obliquely above the measurer to the ground, that is, the height of the measurement object from the ground can be accurately measured.

レーザ距離計2は、球継手41を介して支持部3の先端部31に吊下げられるので、全水平方向に揺動可能となる。   Since the laser distance meter 2 is suspended from the distal end portion 31 of the support portion 3 via the ball joint 41, the laser distance meter 2 can swing in all horizontal directions.

なお、本発明は、上記の実施形態の構成に限られず、発明の要旨を変更しない範囲で種々の変形が可能である。例えば、吊下げ部4は、球継手41の代わりに、直交する2つの水平方向に揺動可能な振り子機構を上下に直列接続することによってレーザ距離計2を全水平方向に揺動可能に構成してもよい。また、高さ測定器1を桁及び桁下防護工の空頭測定以外の高さ測定に用いてもよい。   In addition, this invention is not restricted to the structure of said embodiment, A various deformation | transformation is possible in the range which does not change the summary of invention. For example, instead of the ball joint 41, the hanging part 4 is configured so that the laser rangefinder 2 can be swung in all horizontal directions by connecting two orthogonal pendulum mechanisms that can swing in the horizontal direction in series. May be. Moreover, you may use the height measuring device 1 for height measurement other than the empty head measurement of a girder and under-girder protection work.

1 高さ測定器
2 レーザ距離計
3 支持部
31 支持部の先端部
4 吊下げ部
41 球継手
DESCRIPTION OF SYMBOLS 1 Height measuring device 2 Laser distance meter 3 Support part 31 Tip part of support part 4 Hanging part 41 Ball joint

Claims (4)

測定対象物の地面からの高さを測定するための高さ測定器であって、
レーザを出射してその反射光を受光して反射面までの距離を測定するレーザ距離計と、
長尺状の支持部と、
前記レーザ距離計を前記支持部の先端部に吊下げる吊下げ部とを備え、
前記吊下げ部は、全水平方向に揺動可能に前記レーザ距離計を吊下げ、
前記レーザ距離計は、前記吊下げ部によってレーザの出射方向が鉛直下向きになることを特徴とする高さ測定器。
A height measuring instrument for measuring the height of a measurement object from the ground,
A laser rangefinder that emits a laser, receives the reflected light, and measures the distance to the reflecting surface;
A long support,
A suspension part for suspending the laser distance meter at the tip of the support part,
The hanging part suspends the laser distance meter so as to be swingable in all horizontal directions,
The laser distance meter is a height measuring device characterized in that a laser emission direction is vertically downward by the hanging portion.
前記吊下げ部は、球継手を有し、
前記レーザ距離計は、前記球継手を介して前記支持部の先端部に吊下げられることを特徴とする請求項1に記載の高さ測定器。
The hanging part has a ball joint,
The height measuring instrument according to claim 1, wherein the laser distance meter is suspended from a tip portion of the support portion via the ball joint.
請求項1又は請求項2に記載の高さ測定器を用いた高さ測定方法であって、
前記支持部は、その先端部を斜め上に向けて支持されることを特徴とする高さ測定方法。
A height measuring method using the height measuring instrument according to claim 1 or 2,
The height measurement method, wherein the support portion is supported with its tip portion directed obliquely upward.
前記測定対象物は、橋梁の桁又は桁下防護工であり、
前記地面は、道路面であることを特徴とする請求項3に記載の高さ測定方法。

The measurement object is a bridge girder or under girder protective work,
The height measurement method according to claim 3, wherein the ground is a road surface.

JP2017114703A 2017-06-09 2017-06-09 Height measurement device and height measurement method Pending JP2019002685A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116929220A (en) * 2023-07-20 2023-10-24 山西路桥智慧交通信息科技有限公司 Bridge construction measuring device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116929220A (en) * 2023-07-20 2023-10-24 山西路桥智慧交通信息科技有限公司 Bridge construction measuring device
CN116929220B (en) * 2023-07-20 2024-04-09 山西路桥智慧交通信息科技有限公司 Bridge construction measuring device

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