JP7052968B1 - Stage staff - Google Patents

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JP7052968B1
JP7052968B1 JP2020198525A JP2020198525A JP7052968B1 JP 7052968 B1 JP7052968 B1 JP 7052968B1 JP 2020198525 A JP2020198525 A JP 2020198525A JP 2020198525 A JP2020198525 A JP 2020198525A JP 7052968 B1 JP7052968 B1 JP 7052968B1
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swing rod
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height difference
stage staff
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忍 寺川
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有限会社テラ
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Abstract

【課題】レベル担当者のみでレベルによる高低差測量を可能とする所定の位置に垂直に自立する標尺を提供する。【解決手段】本発明に係る標尺は、振り竿と、これを揺動自在に保持する支持スタンドとを有する標尺であって、前記振り竿は、上端部に球面ナットと下端に錘を備える振り竿本体と、その振り竿本体の上端から起立するレベル用のターゲットとを有し、前記支持スタンドは、基台に起立する支柱と、その支柱の上端部から張出し、前記球面ナットに係合するナット座面を備えて前記振り竿を揺動自在に保持する支持板とを有してなる。【選択図】図1PROBLEM TO BE SOLVED: To provide a stage staff vertically independent at a predetermined position, which enables height difference survey by level only by a level person in charge. SOLUTION: The stage staff according to the present invention is a stage staff having a swing rod and a support stand for holding the swing rod swingably, and the swing rod has a spherical nut at the upper end and a weight at the lower end. It has a rod body and a target for a level that stands up from the upper end of the swing rod body, and the support stand projects from a support that stands on the base and the upper end of the support and engages with the spherical nut. It is provided with a nut bearing surface and has a support plate for holding the swing rod swingably. [Selection diagram] Fig. 1

Description

本発明は、レベルによる高低差測量に用いられる標尺に関する。 The present invention relates to a stage staff used for level-based height difference surveying.

地盤の高低差測量、水平床面又は定盤の設置においては、自動レベル、電子レベル又はレーザーレベルなどのレベルが用いられる。かかるレベルは基準位置に配置され、所定位置に配置された標尺を視準することにより高低差測量が行われる。このため、所定位置に設置された標尺の位置の特定及び垂直であるかが重要であり、精確な高低差測量を行うための種々の提案がなされている。 Levels such as automatic level, electronic level or laser level are used for height difference surveying of ground and installation of horizontal floors or surface plates. Such a level is placed at a reference position, and a height difference survey is performed by collimating a stage staff placed at a predetermined position. For this reason, it is important to specify the position of the stage staff installed at a predetermined position and whether it is vertical, and various proposals have been made for performing accurate height difference surveying.

例えば、特許文献1に、測点に設置され、測量装置から出射された光を反射する反射体を有する測量用ターゲットにおいて、上記反射体を支持する支持体と、該支持体に一体に設けられ上記測点に対する上記反射体の位置決めを行うための求心手段を有する測量用ターゲットが提案されている。この測量用ターゲットによると、レーザースキャナーによる測量でも、レーザースキャナーが測点を正確に検出できる。また、作業員が測量用ターゲットの求心作業を正確にしかも短時間で容易に行うことができるとされる。 For example, in Patent Document 1, in a surveying target having a reflector installed at a surveying point and reflecting light emitted from a surveying device, a support supporting the reflector and a support integrally provided with the support are provided. A surveying target having a centripetal means for positioning the reflector with respect to the station has been proposed. According to this surveying target, the laser scanner can accurately detect the station even in the surveying by the laser scanner. Further, it is said that the worker can easily perform the centering work of the surveying target accurately and in a short time.

特許文献2に、前後に揺動させている標尺の目盛を所定周期で読み取って、前記標尺上の視準位置を自動的に演算する電子レベルであって、前記標尺を揺動するタイミングを標尺側作業者に報知するように構成された報知手段を備える電子レベルが提案されている。この電子レベルによれば、ウェービング法により高低差を測定する場合において、標尺側作業者が報知された揺動タイミングに合わせて標尺を揺動するだけで、最適なタイミングで標尺を揺動することができるので、標尺側作業者の勘や熟練に頼らず、精度よく高低差を測定することができるとされる。 In Patent Document 2, the scale of the stage staff that is swung back and forth is read at a predetermined cycle, and the collimation position on the stage staff is automatically calculated. An electronic level has been proposed with a notification means configured to notify the side worker. According to this electronic level, when measuring the height difference by the waving method, the staff on the stage staff simply swings the stage staff according to the notified swing timing, and the stage staff swings at the optimum timing. It is said that the height difference can be measured accurately without relying on the intuition and skill of the operator on the stage staff.

また、特許文献3に、床の平滑性を計測するシステムであって、計測対象の床の上に立てられる円柱状の標尺と、この標尺の外面に設けられた受光センサと、標尺の傾斜を検出する傾斜センサと、計測対象の床から離れた基準位置に設置され、水平方向にレーザ光を照射して標尺の受光センサに当たって跳ね返った光を検出して測距データを取得する測域センサと、受光センサで検出したレーザ光検出位置と、測域センサで取得した測距データと、傾斜センサで検出した標尺の傾斜とに基づいて、標尺が立てられた床の三次元位置を演算する演算手段と、を備える床の平滑性計測システムが提案されている。この床の平滑性計測システムは、標尺の立て方に多少の傾斜があっても、各センサの検出に基づいて計測対象の床の三次元位置を比較的容易に得ることができるので、床の凹凸を高密度かつ高精度に計測でき、かつ、計測作業の効率を向上することができるとされる。 Further, Patent Document 3 describes a system for measuring the smoothness of a floor, a columnar scale that can be erected on the floor to be measured, a light receiving sensor provided on the outer surface of the scale, and an inclination of the scale. A tilt sensor to detect, and a range sensor that is installed at a reference position away from the floor to be measured and irradiates laser light in the horizontal direction to detect the light that bounces off the light receiving sensor of the stage staff and acquires distance measurement data. , Calculation of the three-dimensional position of the floor on which the stage staff is erected based on the laser light detection position detected by the light receiving sensor, the distance measurement data acquired by the range sensor, and the tilt of the stage staff detected by the tilt sensor. Means and floor smoothness measurement systems are proposed. This floor smoothness measurement system can relatively easily obtain the three-dimensional position of the floor to be measured based on the detection of each sensor even if there is a slight inclination in the way the stage staff is erected. It is said that unevenness can be measured with high density and high accuracy, and the efficiency of measurement work can be improved.

特開2006-220476号公報Japanese Unexamined Patent Publication No. 2006-220476 特開2019-138745号公報Japanese Unexamined Patent Publication No. 2019-138745 特開2018-185181号公報Japanese Unexamined Patent Publication No. 2018-185181

上記特許文献1~3に記載のように、高低差測量においてはレベル担当者と標尺担当者の少なくとも2名を必要とするところ、標尺担当者の負担を軽減するための提案がなされている。すなわち、特許文献1に記載の測量用ターゲットは、反射体の位置決めを行うための求心手段が設けられており、標尺担当者はこの求心手段に基づいて標尺を設置することができる。特許文献2に記載の電子レベルは、高低差をウェービング法により測定するとき、標尺担当者が電子レベルに設けた報知手段に基づいて標尺を揺動すれば足りるので標尺担当者の勘や熟練を要求されない。特許文献3に記載の床の平滑性計測システムは、標尺の傾斜を傾斜センサで検出し、測定値を補正するので標尺の立て方に多少の傾斜があっても高精度で計測できる。 As described in Patent Documents 1 to 3, at least two people, a level staff member and a stage staff staff member, are required for height difference surveying, and a proposal has been made to reduce the burden on the stage staff staff. That is, the surveying target described in Patent Document 1 is provided with a centering means for positioning the reflector, and the person in charge of the stage staff can install the stage staff based on the centering means. For the electronic level described in Patent Document 2, when measuring the height difference by the waving method, it is sufficient for the stage staff to swing the stage staff based on the notification means provided at the electronic level. Not required. The floor smoothness measurement system described in Patent Document 3 detects the inclination of the stage staff with an inclination sensor and corrects the measured value, so that even if there is a slight inclination in the way the stage staff is erected, it can be measured with high accuracy.

特許文献3に記載の床の平滑性計測システムは、特許文献1に記載の測量用ターゲット又は特許文献2に記載の電子レベルに対し、標尺担当者の負担が非常に少ないか又は標尺担当者を不要とする点で好ましい。しかしながら、床の平滑性計測システムの測定精度及び経済性は、その傾斜センサや演算手段などの機器に依存するとともに必ずしも測定精度は高くない。本来、高低差測量は標尺が所定位置に垂直に立設された状態で行われてこそ、さらに精確な高低差測量が可能となる。 The floor smoothness measurement system described in Patent Document 3 has a very small burden on the stage staff with respect to the surveying target described in Patent Document 1 or the electronic level described in Patent Document 2. It is preferable in that it is unnecessary. However, the measurement accuracy and economy of the floor smoothness measurement system depend on the equipment such as the tilt sensor and the calculation means, and the measurement accuracy is not always high. Originally, the height difference survey can be performed more accurately only when the stage staff is erected vertically at a predetermined position.

本発明は、このような従来の問題点に鑑み、レベル担当者のみでレベルによる高低差測量を可能とする所定の位置に垂直に自立する標尺を提供することを目的とする。 In view of such conventional problems, it is an object of the present invention to provide a stage staff that is vertically independent at a predetermined position, which enables height difference survey by level only by a level person in charge.

本発明に係る標尺は、振り竿と、これを揺動自在に保持する支持スタンドとを有する標尺であって、前記振り竿は、上端部に球面ナットと下端に錘を備える振り竿本体と、その振り竿本体の上端から起立するレベル用のターゲットとを有し、前記支持スタンドは、基台に起立する支柱と、その支柱の上端部から張出し、前記球面ナットに係合するナット座面を備えて前記振り竿を揺動自在に保持する支持板とを有してなる。 The stage staff according to the present invention is a stage staff having a swing rod and a support stand for holding it swingably, and the swing rod has a swing rod main body having a spherical nut at the upper end and a weight at the lower end. The support stand has a support for a level that stands up from the upper end of the swing rod body, and the support stand has a support that stands up on the base and a nut seat surface that projects from the upper end of the support and engages with the spherical nut. It also has a support plate that swingably holds the swing rod.

上記発明において、ターゲットは、円管状であって、下端部の視認用マーカ部とその上部のスケール部とを有するものがよい。 In the above invention, the target is preferably a circular tube having a visual marking marker portion at the lower end portion and a scale portion at the upper portion thereof.

また、ターゲットは、円管状であって、下端部の視認用マーカ部とその上部の反射部とを有するものとすることができる。 Further, the target may be circular and tubular, and may have a visual marking marker portion at the lower end portion and a reflection portion at the upper portion thereof.

基台は、振り竿が鉛直状態においてその軸Vが貫通する基台の貫通点であって、その基台が水平状態にあるときの貫通点を点Pとし、その基台が傾斜状態にあるときの貫通点を点Qとするとき、前記点Pを中心とする鉛直円と、点Pと点Qの高低差が所定値ΔHとなる点の軌跡からなる補正円とを有するものがよい。上記所定値ΔHは、|ΔH|=1(mm)とすることができる。 The base is a penetration point of the base through which the axis V penetrates when the swing rod is in the vertical state, and the penetration point when the base is in the horizontal state is set as the point P, and the base is in the inclined state. When the penetrating point is the point Q, it is preferable to have a vertical circle centered on the point P and a correction circle composed of a locus of points where the height difference between the point P and the point Q is a predetermined value ΔH. The predetermined value ΔH can be | ΔH | = 1 (mm).

本発明に係る標尺は、標尺を垂直に立設するための調整機構や操作を要せず所定の位置に垂直に自立させることができる。このため、レベルを用いた高低差測量において高精度の測量ができるとともに、標尺担当者がいない状態でもレベル担当者のみの測量を可能とすることができる。 The stage staff according to the present invention can stand vertically at a predetermined position without the need for an adjustment mechanism or operation for vertically standing the stage staff. Therefore, it is possible to perform high-precision surveying in the height difference survey using the level, and it is possible to perform the survey only by the level staff in charge even when there is no stage staff in charge.

本発明に係る標尺の説明図である。It is explanatory drawing of the stage staff which concerns on this invention. 図1に示す振り竿が球面ナット部分で支持スタンドに保持されている状態を示す一部断面図(a、b)及び振り竿本体の上端に起立されるターゲットの下端部を示す一部断面図(c)である。A partial cross-sectional view (a, b) showing a state in which the swing rod shown in FIG. 1 is held by a spherical nut portion on a support stand, and a partial cross-sectional view showing a lower end portion of a target standing on the upper end of the swing rod body. (C). 図1に示す支持スタンドの基台部分の説明図である。It is explanatory drawing of the base part of the support stand shown in FIG.

以下、本発明を実施するための形態について図面を基に説明する。図1~3は、本発明に係る標尺の説明図である。図1は全体図、図2は振り竿が支持スタンドに保持されている上端部分の説明図、図3は支持スタンドの基台部分の説明図である。この標尺10は、振り竿11と、これを揺動自在に保持する支持スタンド20とを有してなる。前記振り竿11は、上端部に球面ナット112と下端に錘111を備える振り竿本体110と、その振り竿本体110の上端から起立するレベル用のターゲット15とを有する。そして、前記支持スタンド20は、基台21に起立する支柱22と、その支柱22の上端部から張出し、球面ナット112に係合するナット座面236(図2(b))を備えて振り竿11を揺動自在に保持する支持板23とを有している。 Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings. 1 to 3 are explanatory views of a stage staff according to the present invention. FIG. 1 is an overall view, FIG. 2 is an explanatory view of an upper end portion where a swing rod is held by a support stand, and FIG. 3 is an explanatory view of a base portion of a support stand. The stage staff 10 has a swing rod 11 and a support stand 20 for holding the swing rod 11 so as to be swingable. The swing rod 11 has a swing rod main body 110 having a spherical nut 112 at the upper end and a weight 111 at the lower end, and a target 15 for a level standing up from the upper end of the swing rod main body 110. The support stand 20 is provided with a support column 22 that stands up on the base 21, and a nut seat surface 236 (FIG. 2B) that projects from the upper end portion of the support column 22 and engages with the spherical nut 112. It has a support plate 23 that holds 11 swingably.

本振り竿11は、振り竿本体110とターゲット15とが脱着可能になっており、所要のターゲットを有する振り竿11を設置することができる。振り竿本体110は、上端部に球面ナット112と下端に錘111を備える棒状体である。その球面ナット112は、図2(a、b)に示すように、支持スタンド20の支持板23に設けられたナット座面236に保持されている。これにより振り竿11は、錘111の方向(図3に示す鉛直方向V)を向くように保持される。ナット座面236は、図2(b)に示すような面取り形状にすることができる。これにより、振り竿11が安定し、振り竿11の鉛直方向Vへの設定がなめらかに行われる。 In the main swing rod 11, the swing rod main body 110 and the target 15 are detachable, and the swing rod 11 having a required target can be installed. The swing rod main body 110 is a rod-shaped body having a spherical nut 112 at the upper end and a weight 111 at the lower end. As shown in FIGS. 2A and 2B, the spherical nut 112 is held by a nut bearing surface 236 provided on the support plate 23 of the support stand 20. As a result, the swing rod 11 is held so as to face the direction of the weight 111 (vertical direction V shown in FIG. 3). The nut bearing surface 236 can have a chamfered shape as shown in FIG. 2 (b). As a result, the swing rod 11 is stabilized, and the swing rod 11 is smoothly set in the vertical direction V.

球面ナット112は、図2(a)に示すように、振り竿本体110の上端部に設けられたねじ部にねじ結合され、緩止めナット113により振り竿本体110に固定させることができる。球面ナット112は、振り竿本体110の上端部でこれに沿って50~100mm程度の位置調整ができるようになっているのがよい。球面ナット112は、球面部112aとフランジ部112bとを有するものがよい。また、振り竿10の高さ方向の移動範囲が規制されるように支持板23の下部(5~15mm)に止めナット114を設けるのがよい。なお、上述のようにナット座面236が面取り形状になっているので、振り竿11が安定し易く球面ナット112の球面部112aの損傷が防止される。ナット座面236は球面形状でなくてもよい。 As shown in FIG. 2A, the spherical nut 112 is screw-coupled to a screw portion provided at the upper end portion of the swing rod main body 110, and can be fixed to the swing rod main body 110 by the loosening nut 113. It is preferable that the spherical nut 112 can be adjusted in position by about 50 to 100 mm along the upper end of the swing rod main body 110. The spherical nut 112 preferably has a spherical portion 112a and a flange portion 112b. Further, it is preferable to provide a set nut 114 at the lower part (5 to 15 mm) of the support plate 23 so that the movement range of the swing rod 10 in the height direction is restricted. Since the nut bearing surface 236 has a chamfered shape as described above, the swing rod 11 is easily stabilized and damage to the spherical portion 112a of the spherical nut 112 is prevented. The nut bearing surface 236 does not have to have a spherical shape.

振り竿本体110は丸棒を使用することができ、その長さは、90~120cm程度にすることができる。錘111は一般的に使用される下げ振りを使用することができる。振り竿本体110の上端には図2(c)に示すように、ターゲット15が起立するように接合される。ターゲット15は、軽量であるのがよく、その素材にアルム円管を使用することができる。この場合、図2(c)に示すように振り竿本体110との接合部は、強度・耐久性を考慮し鋼製の長ナット153を使用するのがよい。このターゲット15は、長ナット153がターゲット本体151に圧着されている。 A round bar can be used for the swing rod body 110, and the length thereof can be about 90 to 120 cm. The weight 111 can use a commonly used plumb bob. As shown in FIG. 2 (c), the target 15 is joined to the upper end of the swing rod main body 110 so as to stand upright. The target 15 should be lightweight, and an alum tube can be used as its material. In this case, as shown in FIG. 2C, it is preferable to use a steel long nut 153 for the joint with the swing rod main body 110 in consideration of strength and durability. In this target 15, a long nut 153 is crimped to the target body 151.

このターゲット15は、計測用のスケールを有するが、視認しやすいようにマーカを有するものがよい。図1に、下端部に赤色のマーカ部15aを有し、その上部に計測用の目盛が刻まれたスケール部15bを有するターゲット15を示す。ターゲット15は円管状で、円管状のスケール部15bが設けられているので、ターゲット15を視準し易い。スケール部15bの目盛は、バーコードでもよく、自動レベルや電子レベル用に使用される。また、スケール部15bは、光の反射体である反射部とすることができ、レーザーレベル用の標尺として使用することができる。 The target 15 has a scale for measurement, but it is preferable that the target 15 has a marker so that it can be easily seen. FIG. 1 shows a target 15 having a red marker portion 15a at the lower end portion and a scale portion 15b having a scale for measurement engraved on the upper portion thereof. Since the target 15 is a circular tube and a circular tubular scale portion 15b is provided, it is easy to collimate the target 15. The scale portion 15b scale may be a barcode and is used for automatic level and electronic level. Further, the scale portion 15b can be a reflecting portion that is a reflector of light, and can be used as a stage staff for a laser level.

支持スタンド20は、振り竿11を安定して保持できればよい。基台21は、平板状で支持スタンド20を垂直に設置することができ、図3に示すように、振り竿11が鉛直状態のときその軸Vが貫通する点Pを中心とする鉛直円215を有する。また、基台21は、基台21が傾斜状態にあるときに軸Vが基台21を貫通する点Qとするとき、点Pと点Qの高低差が所定値ΔHとなる点の軌跡からなる補正円216を有する。これにより、設置した標尺の振り竿11の軸V(錘先端)が上記補正円216のどの箇所を指示するかによって、レベルにより実測した高さを、実際に測定すベき点Pの高さに補正することができる。所定値ΔHは、|ΔH|=1(mm)とすることができる。また、基台21に軸Vを中心軸とする貫通孔25を設け、貫通孔25を通してマーキングを行い、マーキング位置の確認を行うことができる。支持スタンド20の安定設置のために脱着可能なアンカー26を設けることができる。 The support stand 20 only needs to be able to stably hold the swing rod 11. The base 21 is flat and the support stand 20 can be installed vertically. As shown in FIG. 3, when the swing rod 11 is in the vertical state, the vertical circle 215 centered on the point P through which the axis V penetrates. Have. Further, the base 21 is from the locus of a point where the height difference between the point P and the point Q is a predetermined value ΔH when the axis V is a point Q penetrating the base 21 when the base 21 is in an inclined state. Has a correction circle 216. As a result, the height actually measured by the level is measured by the level depending on which point of the correction circle 216 the axis V (tip of the weight) of the swing rod 11 of the installed stage staff indicates, and the height of the point P to actually measure. Can be corrected to. The predetermined value ΔH can be | ΔH | = 1 (mm). Further, the base 21 is provided with a through hole 25 having a shaft V as a central axis, marking is performed through the through hole 25, and the marking position can be confirmed. A removable anchor 26 can be provided for stable installation of the support stand 20.

本標尺を使用して、1,500~2,000mmの定盤を直列に5枚並べて設置する作業を行った。標尺の仕様は、振り竿の球面ナットしたの長さが900mm、錘の重量が400g、ターゲットのマーカ部の長さが200mm、スケール部の長さが400mmであった。この標尺は、使用において振り竿11を3~5秒で安定させ垂直方向を指示させることができた。レベルは、旭精密株式会社製 PENTAX AL-M4を使用した。定盤の設置平面誤差は0.1mm以下であった。 Using this scale, we installed five 1,500-2,000 mm surface plates side by side in series. The specifications of the stage staff were that the length of the spherical nut of the swing rod was 900 mm, the weight of the weight was 400 g, the length of the marker part of the target was 200 mm, and the length of the scale part was 400 mm. This stage staff was able to stabilize the swing rod 11 in 3 to 5 seconds and indicate the vertical direction in use. The level used was PENTAX AL-M4 manufactured by Asahi Precision Co., Ltd. The installation plane error of the surface plate was 0.1 mm or less.

10 標尺
11 振り竿
110 振り竿本体
111 錘
112 球面ナット
113 緩止めナット
114 止めナット
15 ターゲット
151 ターゲット本体
153 長ナット
20 支持スタンド
21 基台
215 鉛直円
216 補正円
22 支柱
23 支持板
235 振り竿穴
236 ナット座面
25 貫通孔
26 アンカー
10 stage staff
11 Swing rod
110 Swing rod body
111 Weight
112 Spherical nut
113 Loosening nut
114 Stop nut
15 Target
151 Target body
153 Coupling nut
20 Support stand
21 base
215 vertical circle
216 Correction circle
22 stanchions
23 Support plate
235 Swing rod hole
236 Nut seat surface
25 through hole
26 Anchor

Claims (5)

振り竿と、これを揺動自在に保持する支持スタンドとを有する標尺であって、
前記振り竿は、上端部に球面ナットと下端に錘を備える振り竿本体と、その振り竿本体の上端から起立するレベル用のターゲットとを有し、
前記支持スタンドは、基台と、その基台から垂直に起立する支柱と、その支柱の上端部から張出し、前記球面ナットに係合するナット座面を備えて前記振り竿を揺動自在に保持する支持板とを有し、
前記基台は、前記支持スタンドが設置面に対して垂直状態にあって鉛直状態の振り竿の軸Vがその基台を貫通する点Pを中心とする鉛直円を有してなる標尺。
A stage staff with a swing rod and a support stand that holds it swingably.
The swing rod has a swing rod main body having a spherical nut at the upper end and a weight at the lower end, and a target for a level standing up from the upper end of the swing rod main body.
The support stand is provided with a base, a support column that stands vertically from the base base, and a nut bearing surface that projects from the upper end of the support column and engages with the spherical nut, and holds the swing rod swingably. Has a support plate and
The base is a stage staff having a vertical circle centered on a point P at which the axis V of the vertical swing rod penetrates the base when the support stand is perpendicular to the installation surface .
ターゲットは、円管状であって、下端部の視認用マーカ部とその上部のスケール部若しくは反射部とを有することを特徴とする請求項1に記載の標尺。 The scale according to claim 1, wherein the target is a circular tube and has a visual marker portion at a lower end portion and a scale portion or a reflective portion at the upper portion thereof. 基台は、支持スタンドが設置面に対して傾斜状態にあるときに振り竿の軸Vがその基台を貫通する貫通点を点Qとし、点Pと点Qの高低差が所定値ΔHとなる点の軌跡からなる補正円有することを特徴とする請求項1又は2に記載の標尺。 The base has a penetration point where the axis V of the swing rod penetrates the base when the support stand is tilted with respect to the installation surface as a point Q, and the height difference between the point P and the point Q is a predetermined value ΔH. The scale according to claim 1 or 2, characterized in that it has a correction circle composed of loci of points. レベル用のターゲットを有する振り竿が基台から垂直に起立する支柱により揺動自在に保持されてなる標尺であって、前記基台が水平状態に設置されたとき鉛直状態の振り竿の軸Vがその基台を貫通する点Pを中心とする鉛直円を有する標尺を用いた高低差測量方法において、A stage staff in which a swing rod having a target for a level is swingably held by a support column that stands vertically from a base, and the axis V of the swing rod in a vertical state when the base is installed in a horizontal state. In the height difference surveying method using a stage staff having a vertical circle centered on the point P penetrating the base.
先ず高低差測量時に前記振り竿の軸Vが前記基台を貫通する点Qを求め、次に点P-点Q間の距離に基づいて測定されたレベルの読みを補正し、点Pにおける高低差を求める高低差測量方法。 First, at the time of height difference survey, the point Q where the axis V of the swing rod penetrates the base is obtained, and then the reading of the level measured based on the distance between the points P and Q is corrected, and the height at the point P is corrected. Height difference surveying method to find the difference.
点Pに対して高低差ΔHが|ΔH|=1(mm)となる点Qの軌跡からなる補正円を基台に設け、その基台を貫通する振り竿の軸Vが前記補助円内にあるように高低差測量を行う請求項4に記載の高低差測量方法。 A correction circle consisting of the locus of the point Q at which the height difference ΔH is | ΔH | = 1 (mm) with respect to the point P is provided on the base, and the axis V of the swing rod penetrating the base is in the auxiliary circle. The height difference surveying method according to claim 4, wherein the height difference survey is performed as described above.

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117006383A (en) * 2023-07-10 2023-11-07 中国人民解放军海军工程大学 Low-power-consumption distributed intelligent rigid supporting system for leveling uniform load of large-scale equipment

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07243854A (en) * 1994-03-07 1995-09-19 Mitsugi Tobinaga Remote expansion and contraction type leveling device
CN2377519Y (en) * 1999-06-25 2000-05-10 高峰 Vertical surveyors' staff
JP2012233769A (en) * 2011-04-28 2012-11-29 Topcon Corp Survey setting point instruction device
CN204286442U (en) * 2014-12-24 2015-04-22 中国葛洲坝集团股份有限公司 A kind of carrying magnetic base is applicable to the auxiliary support apparatus of the hidden measurement of biprism

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07243854A (en) * 1994-03-07 1995-09-19 Mitsugi Tobinaga Remote expansion and contraction type leveling device
CN2377519Y (en) * 1999-06-25 2000-05-10 高峰 Vertical surveyors' staff
JP2012233769A (en) * 2011-04-28 2012-11-29 Topcon Corp Survey setting point instruction device
CN204286442U (en) * 2014-12-24 2015-04-22 中国葛洲坝集团股份有限公司 A kind of carrying magnetic base is applicable to the auxiliary support apparatus of the hidden measurement of biprism

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117006383A (en) * 2023-07-10 2023-11-07 中国人民解放军海军工程大学 Low-power-consumption distributed intelligent rigid supporting system for leveling uniform load of large-scale equipment

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