JPH10141958A - Jig for measuring center of shaft - Google Patents

Jig for measuring center of shaft

Info

Publication number
JPH10141958A
JPH10141958A JP29647396A JP29647396A JPH10141958A JP H10141958 A JPH10141958 A JP H10141958A JP 29647396 A JP29647396 A JP 29647396A JP 29647396 A JP29647396 A JP 29647396A JP H10141958 A JPH10141958 A JP H10141958A
Authority
JP
Japan
Prior art keywords
shaft
slider
measuring
center
distance
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.)
Pending
Application number
JP29647396A
Other languages
Japanese (ja)
Inventor
Tomoki Saito
知樹 齊藤
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.)
Hitachi Cable Ltd
Original Assignee
Hitachi Cable Ltd
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 Hitachi Cable Ltd filed Critical Hitachi Cable Ltd
Priority to JP29647396A priority Critical patent/JPH10141958A/en
Publication of JPH10141958A publication Critical patent/JPH10141958A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To measure the center of a shaft accurately while avoiding the risk of falling of a measuring person by disposing a reflection prism and a laser light irradiating section for measuring the distance accurately while combining with a light wave distance measuring instrument mounted on a steel tower movably in XY direction. SOLUTION: Horizontal angle and distance are measured between a steel tower body mounting a light wave distance measuring instrument and the center of drilled shaft in which a jig for measuring the center of shaft is set. When the measured angle and distance are different from design values, a frame Y12 moves a slider Y14 to correct the movement in Y direction while measuring parts on the upper and lower sides of a slider X15, i.e., a reflection prism 17 and a laser light irradiating part 18, move the slider X15 located on the other side of the frame X13 to correct the movement in the X direction. When the angle and distance to the center of shaft are measured again and they are different from design values, similar operation is repeated and the center of shaft is specified when the sliders are settled at specified intermediate positions in both X and Y directions. A laser light is emitted from the irradiating section 18 similarly to the prism 17 and the center of shaft is indicated on a reflective plate.

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】本発明は立坑坑芯測定治具に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shaft shaft measuring jig.

【0002】[0002]

【従来の技術】送電線を架設するにはその送電線路に沿
って多数の鉄塔を建設する必要がある。これら多数の鉄
塔はそれぞれ送電線路に沿って正確な位置に建設され
る。
2. Description of the Related Art To construct a transmission line, it is necessary to construct a number of towers along the transmission line. Each of these multiple towers will be constructed at precise locations along the transmission line.

【0003】ところで鉄塔を新たに建設する場合には、
まず電力会社より施工する会社へ鉄塔位置の中心点、つ
まり鉄塔本点が指定される。
[0003] By the way, when constructing a new tower,
First, a central point of the position of the tower, that is, the main point of the tower, is designated by the power company to the company to be constructed.

【0004】鉄塔を新たに施工する会社は、この鉄塔本
点を基準点として杭等を打ち込む位置を数箇所、例えば
4箇所を坑芯として測定し、それらの坑芯位置を中心に
して指定半径の立坑を掘削する。
[0004] A company that newly constructs a steel tower measures the position at which a pile or the like is driven into several places, for example, four places, using the main point of the steel tower as a reference point, and designates a designated radius centering on the position of the well. Excavate a shaft.

【0005】この場合立坑を掘り進んで行けば目印の坑
芯は必然的に掘削により消滅することになる。しかも立
坑は作業者と掘削機械とで掘り進む作業であるから指定
立坑半径内に正確に掘ることが実際上困難である。
[0005] In this case, if the shaft is dug, the center of the mark will inevitably disappear by excavation. Moreover, since the shaft is dug by the operator and the excavating machine, it is practically difficult to accurately excavate the shaft within the designated shaft radius.

【0006】そこで実際の立坑掘削作業では掘削完了
後、電力会社より指定された鉄塔本点より掘削した立坑
の坑芯をmm単位で正確に測定し直す必要がある。
[0006] Therefore, in the actual shaft excavation work, after the completion of the excavation, it is necessary to accurately measure the pit core of the shaft excavated from the steel tower point designated by the electric power company in mm units.

【0007】図3はこのような従来の掘削した立坑の坑
芯位置を測定する方法を示した斜視説明図である。
FIG. 3 is an explanatory perspective view showing a conventional method for measuring the position of the core of a shaft excavated.

【0008】図3において1は掘削した立坑、2は立坑
1の上端部に掛けた測定足場、3は安全柵、4はT張
(やり方)、5はT張の脚、6は測定者、7は安全柵3
と測定者6の腕とを結ぶ保安移動ロープ、8は下げ振り
糸、9は錘、10は立坑1の坑芯である。
In FIG. 3, 1 is an excavated shaft, 2 is a measuring scaffold hung on the upper end of the shaft 1, 3 is a safety fence, 4 is T-tension (method), 5 is T-tension leg, 6 is a measurer, 7 is a safety fence 3
A security rope that connects the arm of the measurer 6 to the arm, 8 is a down bobbin, 9 is a weight, and 10 is a shaft of the shaft 1.

【0009】即ち、掘削した立坑1の坑芯10は次のよ
うに測定する。
That is, the core 10 of the excavated shaft 1 is measured as follows.

【0010】 まず掘削した立坑1の上端部に測定足
場2、安全柵3及びT張4を掛ける。
First, a measuring scaffold 2, a safety fence 3 and a T-Chang 4 are hung on the upper end of the excavated shaft 1.

【0011】 次に、掛けた測定足場2に測定者5が
乗り、それからT張4の水平距離を計測してT張4の中
心点を求め、マジックペン等で目印を付ける。
Next, the measurer 5 rides on the hung measurement scaffold 2, measures the horizontal distance of the T-junction 4, obtains the center point of the T-junction 4, and marks it with a magic pen or the like.

【0012】 次に、その目印をつけたT張4の中心
点より下端に錘9が付いた下げ振り糸8を立坑1の下端
部まで下ろし、その先端に付いている錘9で印を付け
る。
Next, a down swing line 8 having a weight 9 at the lower end from the center point of the marked T-tension 4 is lowered to the lower end of the shaft 1, and is marked with the weight 9 attached to the tip. .

【0013】 次に、その下げ振り糸8の先端に付い
ている錘9が印を付けた点を立坑1の坑芯10として特
定する。
Next, a point marked by a weight 9 attached to the tip of the down pendulum 8 is specified as a shaft 10 of the shaft 1.

【0014】そしてこのような測定足場2、安全柵3及
びT張4掛け作業及び測定作業は、立坑1の坑芯10に
対して十字を切るように2方向から行う。
The work for hanging the measuring scaffold 2, the safety fence 3, and the T-clad 4 and the measuring work are performed in two directions so as to cross the shaft 10 of the shaft 1.

【0015】しかしながらこのような従来の立坑1の坑
芯10の測定方法では、次のような問題がある。
However, the conventional method of measuring the shaft core 10 of the shaft 1 has the following problems.

【0016】 測定する際には掘削した深く且つ広い
立坑1の上端部に測定足場2、安全柵3及びT張4を掛
け、また測定者には保安移動ロープ7を掛けることか
ら、それらの段取りに多くの工数がかかる。
At the time of the measurement, the measurement scaffold 2, the safety fence 3 and the T-junction 4 are hung on the upper end of the excavated deep and wide shaft 1, and the security moving rope 7 is hung on the measurer. Requires a lot of man-hours.

【0017】 測定者は深い掘削した立坑1の上端部
に掛けた測定足場2を移動して測定する高所作業である
から、落下事故の危険がある。
The measurer moves the measuring scaffold 2 hung on the upper end of the shaft 1 excavated deeply to perform measurement at a high place, and thus there is a danger of falling accident.

【0018】 測定者5がT張4の水平距離を計測し
てT張4の中心点を求め、マジックペン等で目印を付
け、それからその目印をつけたT張4の中心点より下端
に錘9が付いた下げ振り糸8を立坑1の下端部まで下ろ
し、その先端に付いている錘9で印を付けて測定するも
のであるから、人為的なミスや風の影響を受けて測定精
度が劣る。
The measurer 5 measures the horizontal distance of the T-stretch 4, finds the center point of the T-stretch 4, marks it with a magic pen or the like, and then weights the lower end from the center point of the marked T-stretch 4. The down-swing line 8 with 9 is lowered to the lower end of the shaft 1 and marked with the weight 9 attached to the tip of the shaft, and the measurement accuracy is affected by human error and wind. Is inferior.

【0019】[0019]

【発明が解決しようとする課題】本発明はかかる点に立
って為されたものであって、その目的とするところは前
記した従来技術の欠点を解消し、測定者の落下危険がな
く且つ高精度で立坑の坑芯を測定できる立坑坑芯測定治
具を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of such a point, and an object of the present invention is to solve the above-mentioned drawbacks of the prior art, to eliminate the danger of dropping by a measurer and to provide a high-level object. It is an object of the present invention to provide a shaft shaft measuring jig capable of measuring a shaft shaft with high accuracy.

【0020】[0020]

【課題を解決するための手段】本発明の要旨とするとこ
ろは、一方側先端部にカウンタウエイトが取り付けられ
ており、その他方側中間部にスライダーXが取り付けら
れており、しかも該スライダーXを介してX方向に可動
でき、そして該スライダーXの上部には反射プリズムが
設置されており且つその下部側にはレーザー光照射部が
設置されているフレームXと、該フレームXに対して交
差し且つY方向に可動できるフレームYとから成ること
を特徴とする立坑坑芯測定治具にある。
SUMMARY OF THE INVENTION The gist of the present invention is that a counterweight is attached to one end, and a slider X is attached to the other intermediate portion. The slider X is movable in the X direction, and a reflection prism is installed on the upper part of the slider X, and a lower part of the frame is provided with a laser beam irradiating part. And a frame Y movable in the Y direction.

【0021】本発明の立坑坑芯測定治具は、距離を正確
に測定できる反射プリズムやレーザー光照射部が設置さ
れており且つX方向及びY方向に可動可能に取り付けら
れていることから、鉄塔本点に設置した光波測距儀と組
み合わせることにより、掘削した坑芯までの測定及びそ
の設定調整を迅速且つ容易にしかも正確に行うことがで
きる。
The vertical shaft core measuring jig of the present invention is provided with a reflecting prism and a laser beam irradiator capable of accurately measuring the distance, and is movably mounted in the X and Y directions. By combining with a lightwave distance measuring instrument installed at this point, measurement up to the excavated pit and setting adjustment thereof can be performed quickly, easily and accurately.

【0022】[0022]

【発明の実施の形態】次に、本発明の立坑坑芯測定治具
の一実施例を図面により説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of a shaft shaft measuring jig of the present invention will be described with reference to the drawings.

【0023】図1は本発明の立坑坑芯測定治具の一実施
例を示したものであって。その図1(a)は平面図。図
1(b)は側面図である。
FIG. 1 shows an embodiment of a shaft shaft measuring jig according to the present invention. FIG. 1A is a plan view. FIG. 1B is a side view.

【0024】図1(a)において11は立坑坑芯測定治
具、12はフレームY、13はフレームX、14はスラ
イダーY、15はスライダーX、16はカウンタウエイ
トである。また、図1(b)において17は反射プリズ
ム、18はレーザー光照射部である。
In FIG. 1 (a), 11 is a shaft shaft measuring jig, 12 is a frame Y, 13 is a frame X, 14 is a slider Y, 15 is a slider X, and 16 is a counterweight. In FIG. 1B, reference numeral 17 denotes a reflection prism, and reference numeral 18 denotes a laser beam irradiation unit.

【0025】即ち、本発明の立坑坑芯測定治具の一実施
例では、フレームY12がスライダーY14を介してY
方向に可動でき、またフレームX13がスライダーX1
5を介してX方向に可動できるように組み立てられてい
る。このフレームX13の一方側の先端にはカウンタウ
エイト16が設置されている。また、このフレームX1
3の他方側の中間部にあるスライダーX15の上部側に
は反射プリズム17が設置されており、そしてスライダ
ーX15の下部側にはレーザー光照射部18が設置され
ている。
That is, in one embodiment of the vertical shaft center measuring jig of the present invention, the frame Y12 is connected to the vertical shaft Y via the slider Y14.
It can move in the direction, and the frame X13 is the slider X1
5 so as to be movable in the X direction. A counterweight 16 is installed at one end of the frame X13. Also, this frame X1
A reflection prism 17 is installed on the upper side of the slider X15 in the middle part of the other side of 3, and a laser beam irradiator 18 is installed on the lower side of the slider X15.

【0026】次に、この本発明の一実施例の立坑坑芯測
定治具による立坑の坑芯測定方法について説明する。
Next, a description will be given of a method of measuring the shaft shaft of a shaft using the shaft shaft measuring jig of the embodiment of the present invention.

【0027】図2は本発明の一実施例の立坑坑芯測定治
具により立坑の坑芯を測定している状態を示した斜視説
明図である。
FIG. 2 is an explanatory perspective view showing a state in which the shaft shaft of the shaft is measured by the shaft shaft measuring jig of one embodiment of the present invention.

【0028】図2において1は立坑、10は坑芯、12
はフレームY、16はカウンタウエイト、19は鉄塔本
点、20は光波測距儀、21は光波測距儀20の脚体で
ある。
In FIG. 2, 1 is a shaft, 10 is a shaft, 12
Denotes a frame Y, 16 denotes a counterweight, 19 denotes a steel tower main point, 20 denotes a lightwave distance measuring instrument, and 21 denotes a leg of the lightwave distance measuring instrument 20.

【0029】図2においてフレームY12は図示しない
固定具を介して立坑1の壁部に固定する。
In FIG. 2, the frame Y12 is fixed to the wall of the shaft 1 via a fixture (not shown).

【0030】このフレームY12はスライダーX16を
介してY方向に可動できる。
The frame Y12 is movable in the Y direction via a slider X16.

【0031】また、フレームX13はスライダーX15
を可動させてX方向の所定位置に移動できる。
The frame X13 has a slider X15.
Can be moved to a predetermined position in the X direction.

【0032】そしてスライダーX15の上部側には反射
プリズム17が、またスライダーX15の下部側にはレ
ーザー光照射部18が取り付けられている。従ってこれ
らの反射プリズム17とレーザー光照射部18とは、ス
ライダーX15の移動と共にX方向に任意位置に可動す
ることができる。
A reflection prism 17 is mounted on the upper side of the slider X15, and a laser beam irradiator 18 is mounted on a lower side of the slider X15. Therefore, the reflecting prism 17 and the laser beam irradiating section 18 can be moved to an arbitrary position in the X direction with the movement of the slider X15.

【0033】なお図示はしないが、立坑1の下端部、つ
まり床盤にはレーザー光に反射する反射板等をおき、立
坑1の坑芯10を表示できるようにする。
Although not shown, a reflecting plate or the like for reflecting laser light is provided at the lower end of the shaft 1, that is, at the floor, so that the shaft 10 of the shaft 1 can be displayed.

【0034】また、測定に当っては指定された鉄塔本点
上に光波測距儀20を設置しておくようにする。
Further, in the measurement, the lightwave range finder 20 is installed on the designated tower point.

【0035】次に、本発明の一実施例の立坑坑芯測定治
具と光波測距儀20とを用いて光波測距儀20のある鉄
塔本点と、本発明の一実施例の立坑坑芯測定治具を置い
た掘削した立坑1の坑芯10と思われる点までの水平角
度及び水平距離を測定する。次に、その測定した水平角
度及び水平距離が設計値と異なる場合、フレームY12
はスライダーY14を可動させてY方向に修正移動し、
またスライダーX15の上下側に付いている測定部分、
即ち反射プリズム17とレーザー光照射部18は、フレ
ームX13の他方側の中間部にあるスライダーX15を
可動させてX方向に修正移動させる。
Next, using the shaft measuring jig of the embodiment of the present invention and the light wave distance measuring instrument 20, the steel tower having the light wave distance measuring instrument 20 and the shaft shaft of the embodiment of the present invention will be described. The horizontal angle and horizontal distance of the excavated shaft 1 on which the core measuring jig is placed to a point that is considered to be the core 10 are measured. Next, when the measured horizontal angle and horizontal distance are different from the design values, the frame Y12
Moves the slider Y14 and corrects it in the Y direction,
Also, the measurement parts on the upper and lower sides of the slider X15,
That is, the reflecting prism 17 and the laser beam irradiating unit 18 move the slider X15 located at the intermediate portion on the other side of the frame X13 to correct and move the slider X15 in the X direction.

【0036】次に、再度設定した本発明の一実施例の立
坑坑芯測定治具を置いた掘削した立坑1の坑芯10と思
われる点までの水平角度及び水平距離を再度測定する。
Next, the horizontal angle and the horizontal distance to the point which is considered to be the shaft 10 of the excavated shaft 1 on which the shaft measuring tool of the embodiment of the present invention set again is placed are measured again.

【0037】そして同様にその測定した水平角度及び水
平距離が設計値と異なる場合、フレームY12はスライ
ダーY14を可動させてY方向に修正移動し、またスラ
イダーX15の上下側に付いている測定部分、即ち反射
プリズム17とレーザー光照射部18は、フレームX1
3の他方側の中間部にあるスライダーX15を可動させ
てX方向に修正移動させる。
Similarly, when the measured horizontal angle and horizontal distance are different from the design values, the frame Y12 is moved in the Y direction by moving the slider Y14, and the measuring portion attached to the upper and lower sides of the slider X15 is That is, the reflection prism 17 and the laser beam irradiation unit 18
The slider X15 located at the intermediate portion on the other side of No. 3 is moved and corrected in the X direction.

【0038】以下、同様のことを繰り返してX方向、Y
方向とも所定の中間位置になったらそこが立坑1の坑芯
10として特定する。
The same operation is repeated in the X direction and the Y direction.
When the direction is at a predetermined intermediate position, the position is specified as the shaft 10 of the shaft 1.

【0039】最後に、反射プリズム17と同様に本発明
の一実施例の立坑坑芯測定治具11に一体的に取り付け
られているレーザー光照射部18からレーザー光を照射
し、予め立坑1の下端部、つまり床盤に設置しておいた
レーザー光を反射できる反射板に立坑1の坑芯10を表
示する。
Lastly, similarly to the reflection prism 17, a laser beam is irradiated from a laser beam irradiating section 18 integrally attached to the shaft shaft measuring jig 11 of one embodiment of the present invention, and The pit core 10 of the shaft 1 is displayed at the lower end, that is, on a reflection plate that can reflect the laser light installed on the floor panel.

【0040】[0040]

【発明の効果】本発明の立坑坑芯測定治具は測定者が落
下危険性のある立坑の上に足って測定する必要がなく、
立坑の周囲から測定でき、しかもレーザー光を用いる測
定であるから正確なる測定ができるものであり、工業上
有用である。
The shaft measuring jig according to the present invention does not require a measurer to perform measurement by dropping on a shaft which may be dropped.
It can be measured from around the shaft, and since it is a measurement using laser light, accurate measurement can be performed, and is industrially useful.

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

【図1】図1は本発明の立坑坑芯測定治具の一実施例を
示したものであって。その図1(a)は平面図。図1
(b)は側面図である。
FIG. 1 shows an embodiment of a shaft shaft measuring jig according to the present invention. FIG. 1A is a plan view. FIG.
(B) is a side view.

【図2】本発明の一実施例の立坑坑芯測定治具により立
坑の坑芯を測定している状態を示した斜視説明図であ
る。
FIG. 2 is an explanatory perspective view showing a state in which the shaft shaft of the shaft is measured by the shaft shaft measuring jig of one embodiment of the present invention.

【図3】従来の立坑の坑芯の測定方法を示した斜視説明
図である。
FIG. 3 is an explanatory perspective view showing a conventional method for measuring the shaft center of a shaft.

【符号の説明】[Explanation of symbols]

1 立坑 2 測定足場 3 安全柵 4 T張 5 T張の脚 6 測定者 7 保安移動ロープ 8 下げ振り糸 9 錘 10 坑芯 11 立坑坑芯測定治具 12 フレームY 13 フレームX 14 スライダーY 15 スライダーX 16 カウンタウエイト 17 反射プリズム 18 レーザー光照射部 19 鉄塔本点 20 光波測距儀 21 脚体 DESCRIPTION OF SYMBOLS 1 Vertical shaft 2 Measurement scaffold 3 Safety fence 4 T tension 5 T tension leg 6 Measurer 7 Security movement rope 8 Down swing thread 9 Weight 10 Core 11 Vertical shaft core measurement jig 12 Frame Y 13 Frame X 14 Slider Y 15 Slider X 16 Counter weight 17 Reflecting prism 18 Laser beam irradiation part 19 Main point of steel tower 20 Light wave range finder 21 Leg

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】一方側先端部にカウンタウエイトが取り付
けられており、その他方側中間部にスライダーXが取り
付けられており、しかも該スライダーXを介してX方向
に可動でき、そして該スライダーXの上部には反射プリ
ズムが設置されており且つその下部側にはレーザー光照
射部が設置されているフレームXと、該フレームXに対
して交差し且つY方向に可動できるフレームYとから成
ることを特徴とする立坑坑芯測定治具。
1. A counterweight is mounted on one end of the slider, and a slider X is mounted on an intermediate portion on the other side, and can be moved in the X direction via the slider X. A reflection prism is provided on an upper part, and a frame X on which a laser light irradiation part is provided on a lower side thereof, and a frame Y crossing the frame X and movable in the Y direction. A vertical shaft core measurement jig.
JP29647396A 1996-11-08 1996-11-08 Jig for measuring center of shaft Pending JPH10141958A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29647396A JPH10141958A (en) 1996-11-08 1996-11-08 Jig for measuring center of shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29647396A JPH10141958A (en) 1996-11-08 1996-11-08 Jig for measuring center of shaft

Publications (1)

Publication Number Publication Date
JPH10141958A true JPH10141958A (en) 1998-05-29

Family

ID=17834016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29647396A Pending JPH10141958A (en) 1996-11-08 1996-11-08 Jig for measuring center of shaft

Country Status (1)

Country Link
JP (1) JPH10141958A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011117803A (en) * 2009-12-02 2011-06-16 Ohbayashi Corp Method for measuring build-in error of steel pipe, and steel pipe
CN103542867A (en) * 2013-10-31 2014-01-29 高峰 Assistant correcting device of laser range finder
JP2017142106A (en) * 2016-02-09 2017-08-17 東急建設株式会社 Positioning auxiliary device for three-dimensional measurement, and positioning method using the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011117803A (en) * 2009-12-02 2011-06-16 Ohbayashi Corp Method for measuring build-in error of steel pipe, and steel pipe
CN103542867A (en) * 2013-10-31 2014-01-29 高峰 Assistant correcting device of laser range finder
CN103542867B (en) * 2013-10-31 2016-04-27 张素平 A kind of auxiliary correcting device of laser range finder
JP2017142106A (en) * 2016-02-09 2017-08-17 東急建設株式会社 Positioning auxiliary device for three-dimensional measurement, and positioning method using the same

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