JPH0664108U - Leg roll degree measuring device for installation of steel tower legs - Google Patents

Leg roll degree measuring device for installation of steel tower legs

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Publication number
JPH0664108U
JPH0664108U JP1057793U JP1057793U JPH0664108U JP H0664108 U JPH0664108 U JP H0664108U JP 1057793 U JP1057793 U JP 1057793U JP 1057793 U JP1057793 U JP 1057793U JP H0664108 U JPH0664108 U JP H0664108U
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JP
Japan
Prior art keywords
measuring
steel tower
scale
leg
tower
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.)
Granted
Application number
JP1057793U
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Japanese (ja)
Other versions
JP2574334Y2 (en
Inventor
克彦 松村
Original Assignee
株式会社弘電社
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Publication date
Application filed by 株式会社弘電社 filed Critical 株式会社弘電社
Priority to JP1993010577U priority Critical patent/JP2574334Y2/en
Publication of JPH0664108U publication Critical patent/JPH0664108U/en
Application granted granted Critical
Publication of JP2574334Y2 publication Critical patent/JP2574334Y2/en
Anticipated expiration legal-status Critical
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Abstract

(57)【要約】 【目的】 鉄塔脚転び度計測を、障害物を避けて精度良
く行う。 【構成】 鉄塔脚1の頂部2に目盛のついた測定棹を有
する鉄塔脚頂部測定部30を取り付け、この測定棹上を
移動可能な光学系鉛直器50を下方に鉄筋3のない位置
に移動する。鉄塔脚下部の所定位置に目盛のついた測尺
を有する鉄塔脚下部測定部60を取り付ける。鉛直器5
0で鉄塔脚下部測定部60の目盛を読みL2を測定する
と共に、鉛直器50の位置L1を測定して、鉄塔脚転び
度L=L2−L1を求める。
(57) [Summary] [Purpose] To measure the degree of fall of steel tower legs with high accuracy, avoiding obstacles. [Structure] An iron tower top measuring unit 30 having a measuring rod with a scale is attached to the top 2 of the steel pedestal 1, and an optical system vertical device 50 movable on the measuring rod is moved downward to a position where there is no reinforcing bar 3. To do. At the lower part of the steel tower leg, a steel tower lower part measurement unit 60 having a scale with a scale is attached. Vertical device 5
At 0, the scale of the steel tower lower part measurement unit 60 is read, L2 is measured, and the position L1 of the vertical device 50 is measured to obtain the steel tower foot rolling degree L = L2-L1.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は鉄塔脚据付に際し鉄塔脚の転び度を計測する鉄塔脚据付用の脚転び 度計測装置に関するものである。 The present invention relates to a leg rolling degree measuring device for installing a steel tower leg, which measures the degree of rolling of the steel tower leg when installing the steel tower leg.

【0002】[0002]

【従来の技術】[Prior art]

従来、鉄塔脚据付に際し鉄塔脚の転び度を計測するには、鉄塔脚頂部より下げ 振りを下ろし鉄塔脚下部でものさしで計測していた。図19はその計測状態を示 し、1は鉄塔脚、2は鉄塔脚頂部、3は鉄筋である。基礎材据え付け(図示しな い)後に、鉄筋3の配筋を行う。後述する図2は配筋した状態で、この後コンク リートを流し込んで基礎を作る。鉄塔脚転び度測定位置a点から下げ振り4をb のように下ろして脚転び度Lをものさしで測定する。 In the past, when installing the steel tower legs, the degree of fall of the steel tower legs was measured by lowering it from the top of the steel tower legs and measuring it with a measuring tool at the bottom of the steel tower legs. FIG. 19 shows the measurement state, 1 is a steel tower leg, 2 is a top of the steel tower leg, and 3 is a reinforcing bar. After installing the base material (not shown), the reinforcement 3 is laid out. Fig. 2 to be described later is in a laid-out state, after which concrete is poured to form the foundation. From the point a of the steel tower leg rolling degree measurement position, the plumb bob 4 is lowered as indicated by b, and the degree of leg rolling L is measured with a ruler.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

通常は図19の鉄筋3が下げ振り4の障害物となり、下げ振り4はcの状態に なってしまう。したがって、せっかく配筋した鉄筋3の一部を外さなければなら なくなる。これは多大の労力と時間を無駄にするという問題点があった。 Normally, the reinforcing bar 3 in FIG. 19 becomes an obstacle of the plumb bob 4, and the plumb bob 4 is in the state of c. Therefore, it becomes necessary to remove a part of the reinforcing bar 3 that has been arranged. This has a problem of wasting a lot of labor and time.

【0004】 この考案は、上記のような問題点を解消するためになされたもので、鉄筋など の障害物があっても測定ができる鉄塔脚据付用の脚転び度計測装置を得ることを 目的とする。The present invention was made in order to solve the above problems, and an object thereof is to obtain a leg fall degree measuring device for installing a steel tower leg that can measure even if there is an obstacle such as a reinforcing bar. And

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この考案の鉄塔脚据付用の脚転び度計測装置は、鉄塔脚頂部に取り付ける取付 手段と、この取付手段から延在し、鉄塔脚転び度計測位置からの距離を測定する 目盛を有する測定棹と、この測定棹を水平位置に調整する水平調整手段と、測定 棹の目盛に沿って移動自在に取り付けられた鉛直器とを有する鉄塔脚頂部測定部 、鉄塔脚下部の所定箇所に着脱自在に取り付ける取付手段と、この取付手段から 延在し、鉄塔脚転び度計測位置からの距離を測定する目盛を有する測尺と、この 測尺を水平位置に調整する水平調整手段とを有する鉄塔脚下部測定部を備えたも のである。 The leg rolling degree measuring device for installing a steel tower leg according to the present invention includes a mounting means for mounting on the top portion of the steel tower leg and a measuring rod having a scale extending from the mounting means for measuring the distance from the steel tower leg rolling degree measuring position. , A tower tower top measuring part having a horizontal adjusting means for adjusting the measuring rod to a horizontal position and a vertical device movably attached along the scale of the measuring rod, and detachably attached to a predetermined position under the steel column leg Lower part of a steel tower pedestal, which has mounting means, a scale extending from the mounting means and having a scale for measuring the distance from the position for measuring the degree of pedestal tilting of the steel tower, and horizontal adjusting means for adjusting the measuring scale to a horizontal position. It is equipped with a section.

【0006】[0006]

【作用】[Action]

この考案の鉄塔脚据付用の脚転び度計測装置は、鉛直器の鉛直位置を測尺の目 盛で読みとると共に鉛直器自体の位置を測定棹の目盛で読みとり、この両目盛値 から脚転び度を計測する。 The device for measuring the degree of leg tumbling for the installation of steel tower legs of the present invention reads the vertical position of the vertical instrument on the scale of the measuring scale and the position of the vertical instrument itself on the scale of the measuring rod. To measure.

【0007】[0007]

【実施例】【Example】

実施例1. この考案の実施例を図1に示す。1〜3は図19と同等のものである。10は 鉄塔脚頂部測定部で、鉄塔脚頂部2に取り付けた下げ振り15を鉄筋3が障害に ならない位置L1の所に吊り下げる。20は鉄塔脚下部測定部で鉄塔脚下部に取 り付け、下げ振り15の位置L2を読み取る。求める脚転び度L=L2−L1で 求めることができる。 Example 1. An embodiment of this invention is shown in FIG. 1 to 3 are equivalent to those in FIG. Reference numeral 10 is a tower tower top measuring section, and a plumb bob 15 attached to the tower tower top 2 is suspended at a position L1 where the reinforcing bar 3 does not interfere. Numeral 20 is a measuring section for the lower part of the steel tower leg, which is attached to the lower part of the steel tower leg and reads the position L2 of the plumb bob 15. It can be obtained by the required leg rolling degree L = L2-L1.

【0008】 図2に鉄塔脚据付工事の要部での計測状態を示す。図のように土止め支保工5 内で鉄塔1、鉄筋3などが組立られていて、鉄塔脚頂部測定部10と鉄塔脚下部 測定部20で測定を行う。FIG. 2 shows a measurement state in the main part of the installation work of the steel tower legs. As shown in the figure, the steel tower 1, the reinforcing bar 3, etc. are assembled in the earth retaining support 5, and the measurement is performed by the steel tower top measuring part 10 and the steel tower lower measuring part 20.

【0009】 図3〜図6に鉄塔脚頂部測定部10の詳細を示し、図3は斜視図、図4は正面 図、図5は平面図、図6は要部の断面図を示す。図において、11は万力で鉄塔 脚取り付け金具12と取付手段を形成し、鉄塔脚頂部2に取り付ける。13は鉄 塔脚転び度計測位置からの距離を測定する目盛を有する測定棹で、その目盛に沿 ってカーソル14が取り付けられ、このカーソル14は下げ振り5を支承すると 共に、下げ振り15の位置を測定棹13の目盛から読み取ることができる。16 は測定棹13を水平に保つための水準調整ネジで、水準器17と共に水準調整手 段を形成する。18,19は測定棹固定ネジで水平調整をした後に固定する。3 to 6 show details of the tower tower top measurement unit 10, FIG. 3 is a perspective view, FIG. 4 is a front view, FIG. 5 is a plan view, and FIG. 6 is a cross-sectional view of essential parts. In the figure, 11 forms a mounting means with a steel tower leg mounting bracket 12 with a vise, and mounts it on the steel tower leg top 2. Reference numeral 13 denotes a measuring rod having a scale for measuring the distance from the tower leg rolling degree measuring position. A cursor 14 is attached along the scale, and the cursor 14 supports the plumb bob 5 and the plumb bob 15. The position can be read from the scale of the measuring rod 13. Reference numeral 16 is a level adjusting screw for keeping the measuring rod 13 horizontal, and forms a level adjusting means together with the level 17. 18 and 19 are fixed after making horizontal adjustment with a measuring rod fixing screw.

【0010】 鉄塔脚頂部測定部10は以上のように構成されているので簡単に鉄塔脚頂部2 に取り付けられ、且つ測定棹13を容易に水平に保持することができる。Since the steel tower leg top measuring unit 10 is configured as described above, it can be easily attached to the steel tower leg top 2 and the measuring rod 13 can be easily held horizontally.

【0011】 次に鉄塔脚下部測定部20の詳細を図7〜図9に示し、図7は斜視図、図8は 正面図、図9は平面図を示す。図において、21はマグネットで鉄塔脚1の下部 の所定位置に取り付けられる。22は鉄塔脚転び度計測位置からの距離を測定す る目盛を有する測尺、23は測定精度を向上するための副尺、24は測尺22を 水平に保つための水平調整ネジで水準器25と共に水平調整手段を形成する。Next, details of the steel tower lower part measurement unit 20 are shown in FIGS. 7 to 9, FIG. 7 is a perspective view, FIG. 8 is a front view, and FIG. 9 is a plan view. In the figure, 21 is a magnet which is attached to a predetermined position below the steel tower leg 1. 22 is a measuring scale having a scale for measuring the distance from the steel tower leg rolling degree measuring position, 23 is a vernier scale for improving the measurement accuracy, 24 is a level adjusting screw for keeping the measuring scale 22 horizontal, A horizontal adjusting means is formed together with 25.

【0012】 鉄塔脚下部測定部20は以上のように構成されているので着脱自在に鉄塔脚1 の下部に取り付けれら、且つ、測尺22を容易に水平に保持することができる。 従って、鉄塔脚頂部測定部10と鉄塔脚測定部20とを組み合わせて、障害物 を避けて容易に測定することができる。Since the lower steel tower leg measuring unit 20 is configured as described above, it can be detachably attached to the lower steel tower leg 1 and the scale 22 can be easily held horizontally. Therefore, the tower tower top measuring unit 10 and the tower tower measuring unit 20 can be combined to easily perform measurement while avoiding obstacles.

【0013】 実施例2. この考案の実施例は鉛直器として光学系鉛直器を用いたもので、図10に示す 。図において、30は鉄塔脚頂部測定部で鉄塔脚頂部2に取り付けられ光学系鉛 直器50を有している。60は鉄塔脚下部測定部で、鉄塔脚1の下部の所定位置 に取り付けられ光学系鉛直器50でこの測定部の目盛が読み取られて測定される 。Example 2. The embodiment of the present invention uses an optical vertical device as the vertical device, and is shown in FIG. In the figure, reference numeral 30 is a tower tower top measuring unit which is attached to the tower tower top 2 and has an optical system vertical device 50. Reference numeral 60 denotes a lower part of the steel tower pedestal, which is attached to a predetermined position below the steel tower pedestal 1 and is read by an optical vertical device 50 to measure the scale of the measuring part.

【0014】 鉄塔脚頂部測定部30の詳細を図11〜図15に示す。図11は全体の斜視図 で40は測定台、50は光学系鉛直器である。図12〜図14に測定台40の詳 細を示し、図12は斜視図、図13は平面図、図14は正面図を示す。図におい て、41は万力で、鉄塔脚頂部2に取り付けられる。42は縦枠、43は横枠、 44は鉄塔脚転び度計測位置からの距離を測定する目盛を有する測定棹で、鉛直 器取り付け台46を移動自在に支承すると共に、この鉛直器取り付け台46をカ ーソルとして測定棹44の目盛で鉛直器50の位置を読み取ることができる。4 5はレール軸で鉛直器取り付け台46の動きを助けるガイドである。47は水平 調整器で48の水準器を見ながら測定棹44が水平を保つよう調整する。測定台 40は以上のように構成されているので鉄塔脚頂部2に簡単に取り付けられ、且 つ測定棹44を容易に水平に保持することができる。The details of the tower top measuring unit 30 are shown in FIGS. 11 to 15. FIG. 11 is a perspective view of the whole, and 40 is a measurement table and 50 is an optical system vertical device. 12 to 14 show details of the measuring table 40. FIG. 12 is a perspective view, FIG. 13 is a plan view, and FIG. 14 is a front view. In the figure, 41 is a vise and is attached to the top 2 of the steel tower leg. 42 is a vertical frame, 43 is a horizontal frame, and 44 is a measuring rod having a scale for measuring the distance from the steel tower leg rolling degree measuring position. The vertical rod mounting base 46 is movably supported, and the vertical rod mounting base 46 is also supported. With the cursor as the cursor, the position of the vertical device 50 can be read on the scale of the measuring rod 44. A rail shaft 45 is a guide for assisting the movement of the vertical device mount 46. Reference numeral 47 is a level adjuster for adjusting the measuring rod 44 while keeping the level while watching the level of 48. Since the measuring table 40 is constructed as described above, it can be easily attached to the tower top 2 of the tower and the measuring rod 44 can be easily held horizontally.

【0015】 図15は光学系鉛直器50の斜視図で、51は望遠鏡の接眼レンズ、52は焦 点調整、53は鉛直軸回転止め、54は水準器で3軸調整器55と共に台56を 水平にして接眼レンズ21の視野を鉛直にする。通常望遠鏡の倍率は30倍位を 用いる。FIG. 15 is a perspective view of the optical system vertical device 50. Reference numeral 51 is an eyepiece of a telescope, 52 is a focus adjustment, 53 is a vertical axis rotation stop, 54 is a level, and a table 56 is provided together with a three-axis adjuster 55. Horizontally, the field of view of the eyepiece lens 21 is vertical. Normally, the magnification of the telescope is around 30x.

【0016】 光学系鉛直器50の一種として、レーザー系鉛直器57を図16にを示す。5 3〜55は図15と同じで、58はレーザー照射部で、例えば、鉛直距離10m においてスポットパターン直径が5mm位を用いる。59は照射ON−OFFボ タンである。A laser vertical device 57 is shown in FIG. 16 as a type of the optical vertical device 50. Reference numerals 53 to 55 are the same as those in FIG. 15, and 58 is a laser irradiation portion, for example, a spot pattern diameter of about 5 mm is used at a vertical distance of 10 m 2. Reference numeral 59 is an irradiation ON-OFF button.

【0017】 図17,図18は鉄塔下部測定部60の詳細図を示し、図17は斜視図、図1 8は正面図を示す。図において、61はマグネットで鉄塔脚取り付け金具62に 取り付けられており、鉄塔脚1の下部の所定位置に着脱自在に取り付けられる。 63は測尺で鉄塔脚転び度測定位置からの距離を測定する目盛を上面に設けてい る。この目盛が光学系鉛直器50で読み取られて鉄塔脚転び度を測定する。また レーザー系鉛直器57を用いたときは測尺63の目盛上に当ったレーザー光のス ポットパターンを読みとる。64は測定精度を上げるための副尺、65は水平調 整器で水準器66を見ながら測尺63を水平に保つよう調整する。 なお光学系の鉛直器は下げ振りに較べ風の影響を受けないという利点をもって いる。17 and 18 are detailed views of the lower tower measuring unit 60, FIG. 17 is a perspective view, and FIG. 18 is a front view. In the figure, reference numeral 61 denotes a magnet, which is attached to a steel tower leg attachment fitting 62, and is detachably attached to a predetermined position below the steel tower leg 1. Reference numeral 63 is a measuring scale, which is provided with a scale on the upper surface for measuring the distance from the steel tower leg rolling degree measurement position. This graduation is read by the optical system vertical unit 50 to measure the degree of tower leg rolling. Further, when the laser vertical device 57 is used, the spot pattern of the laser light hitting the scale of the scale 63 is read. Reference numeral 64 is a vernier for improving the measurement accuracy, and 65 is a horizontal adjuster for adjusting the measuring gauge 63 while keeping it level while watching the level 66. In addition, the vertical device of the optical system has the advantage that it is not affected by the wind compared to plumb bob.

【0018】 実施例3. 以上の実施例では鉛直器として下げ振り、光学系鉛直器、レーザー系鉛直器を 用いたが他の鉛直器を用いてもよい。Example 3. In the above embodiment, the plumb bob, the optical plumb and the laser plumb are used as the plumb, but other plumbers may be used.

【0019】[0019]

【考案の効果】[Effect of device]

この考案に係わる鉄塔脚据付用の脚転び度計測装置は、鉄塔脚頂部の下方に障 害物があっても、鉛直器の位置を障害物を避けて設置できるようにしたので、障 害物に影響されずに精度の良い計測ができる効果がある。 The leg rolling degree measuring device for installing the steel tower legs according to the present invention enables the vertical device to be installed avoiding obstacles even if there are obstacles below the top of the steel tower legs. The effect is that accurate measurement can be performed without being affected by.

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

【図1】この考案の実施例1の計測装置を用いた計測状
態を示す正面図。
FIG. 1 is a front view showing a measuring state using a measuring device according to a first embodiment of the present invention.

【図2】この考案の実施例1の計測装置と鉄塔脚据付工
事要部の斜視図。
FIG. 2 is a perspective view of a measuring device and a tower tower installation work main part of the first embodiment of the present invention.

【図3】この考案の実施例1の鉄塔脚頂部測定部の斜視
図。
FIG. 3 is a perspective view of a tower tower top measurement unit according to the first embodiment of the present invention.

【図4】この考案の実施例1の鉄塔脚頂部測定部の正面
図。
FIG. 4 is a front view of a tower tower top measurement unit according to the first embodiment of the present invention.

【図5】この考案の実施例1の鉄塔脚頂部測定部の平面
図。
FIG. 5 is a plan view of the tower tower top measurement unit according to the first embodiment of the present invention.

【図6】この考案の実施例1の鉄塔脚頂部測定部の要部
の断面図。
FIG. 6 is a cross-sectional view of the main part of the tower tower top measurement unit according to the first embodiment of the present invention.

【図7】この考案の実施例1の鉄塔脚下部測定部の斜視
図。
FIG. 7 is a perspective view of a lower part of a tower tower measuring unit according to the first embodiment of the present invention.

【図8】この考案の実施例1の鉄塔脚下部測定部の正面
図。
FIG. 8 is a front view of a lower part of a steel tower pedestal of the first embodiment of the present invention.

【図9】この考案の実施例1の鉄塔脚下部測定部の平面
図。
FIG. 9 is a plan view of the lower part of the steel tower pedestal of the first embodiment of the present invention.

【図10】この考案の実施例2の計測装置を用いた計測
状態を示す正面図。
FIG. 10 is a front view showing a measuring state using the measuring apparatus according to the second embodiment of the present invention.

【図11】この考案の実施例2の鉄塔脚頂部測定部の斜
視図。
FIG. 11 is a perspective view of a tower tower top measuring unit according to a second embodiment of the present invention.

【図12】この考案の実施例2の測定台の斜視図。FIG. 12 is a perspective view of a measuring table according to a second embodiment of the present invention.

【図13】この考案の実施例2の測定台の平面図。FIG. 13 is a plan view of the measuring table according to the second embodiment of the present invention.

【図14】この考案の実施例2の測定台の正面図。FIG. 14 is a front view of a measuring table according to a second embodiment of the present invention.

【図15】この考案の実施例2の光学系鉛直器の斜視
図。
FIG. 15 is a perspective view of an optical vertical device according to a second embodiment of the present invention.

【図16】この考案の実施例2のレーザー系鉛直器の斜
視図。
FIG. 16 is a perspective view of a laser vertical device according to a second embodiment of the present invention.

【図17】この考案の実施例2の鉄塔脚下部測定部の斜
視図。
FIG. 17 is a perspective view of a lower part of a tower tower measuring unit according to the second embodiment of the present invention.

【図18】この考案の実施例2の鉄塔脚下部測定部の正
面図。
FIG. 18 is a front view of a lower part of a steel tower pedestal of a second embodiment of the present invention.

【図19】従来のこの種鉄塔脚据付け時の脚転びの計測
状態を示す正面図。
FIG. 19 is a front view showing a state of measuring leg rolling when installing the conventional steel tower legs.

【符号の説明】[Explanation of symbols]

1 鉄塔脚 2 鉄塔脚頂部 3 鉄筋 4,15 下げ振り 5 土止め支保工 10,30 鉄塔脚頂部測定部 11,41 万力 12,62 鉄塔脚取り付け金具 13,44 測定棹 14 カーソル 16,24 水準調整ネジ 17,25,48,54,66 水準器 18,19 測定棹固定ネジ 20,60 鉄塔脚下部測定部 21,61 マグネット 22,63 測尺 23,64 副尺 40 測定台 42 縦枠 43 横枠 45 レール軸 46 鉛直器取り付け台 47,65 水平調整器 50 光学系鉛直器 51 接眼レンズ 52 焦点調整 53 鉛直軸回転止め 55 3軸調整器 56 台 57 レーザー系鉛直器 58 レーザー照射部 59 照射ON−OFFボタン 1 Steel tower legs 2 Steel tower tops 3 Reinforcing bar 4,15 Down swing 5 Earth retaining support 10,30 Steel tower top measuring part 11,410,000 force 12,62 Steel tower mounting bracket 13,44 Measurement rod 14 Cursor 16,24 Level Adjusting screw 17, 25, 48, 54, 66 Level 18, 18 Measuring rod fixing screw 20, 60 Steel tower lower measuring part 21, 61 Magnet 22, 63 Measuring scale 23, 64 Sub scale 40 Measuring stand 42 Vertical frame 43 Horizontal Frame 45 Rail axis 46 Vertical device mount 47, 65 Horizontal adjuster 50 Optical system vertical device 51 Eyepiece 52 Focus adjustment 53 Vertical axis rotation stop 55 3-axis adjuster 56 units 57 Laser system vertical device 58 Laser irradiation unit 59 Irradiation ON -OFF button

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 鉄塔脚頂部に着脱自在に取り付ける取付
手段と、この取付手段から延在し、鉄塔脚転び度計測位
置からの距離を測定する目盛を有する測定棹と、この測
定棹を水平位置に調整する水平調整手段と、上記測定棹
の目盛に沿って移動自在に取り付けられた鉛直器とを有
する鉄塔脚頂部測定部、鉄塔脚下部の所定箇所に着脱自
在に取り付ける取付手段と、この取付手段から延在し、
鉄塔脚転び度計測位置からの距離を測定する目盛を有す
る測尺と、この測尺を水平位置に調整する水平調整手段
とを有する鉄塔脚下部測定部を備え、上記鉛直器の鉛直
位置を上記測尺の目盛で読みとると共に上記鉛直器自体
の位置を上記測定棹の目盛で読みとり、この両目盛値か
ら脚転び度を計測する鉄塔脚据付用の脚転び度計測装
置。
1. A measuring rod which is detachably attached to the top of a steel tower leg, and a measuring rod which extends from the attaching means and has a scale for measuring the distance from the position of measuring the degree of rolling of the steel tower leg, and the measuring rod which is in a horizontal position. And a horizontal adjusting means for adjusting to, and a vertical tower movably attached along the scale of the measuring rod, a steel tower leg top measuring part, a mounting means that is detachably mounted at a predetermined position under the steel tower leg, and this mounting Extending from the means,
The measuring instrument has a scale having a scale for measuring the distance from the steel tower leg rolling degree measuring position, and a steel column lower part measuring unit having horizontal adjusting means for adjusting the measuring scale to a horizontal position. A leg-rolling degree measuring device for installation of steel tower legs that reads the position of the vertical device itself on the scale of the measuring rod and the scale of the measuring rod, and measures the leg-rolling degree from these scale values.
JP1993010577U 1993-02-16 1993-02-16 Leg fall degree measuring device for tower leg installation Expired - Lifetime JP2574334Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993010577U JP2574334Y2 (en) 1993-02-16 1993-02-16 Leg fall degree measuring device for tower leg installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993010577U JP2574334Y2 (en) 1993-02-16 1993-02-16 Leg fall degree measuring device for tower leg installation

Publications (2)

Publication Number Publication Date
JPH0664108U true JPH0664108U (en) 1994-09-09
JP2574334Y2 JP2574334Y2 (en) 1998-06-11

Family

ID=11754102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993010577U Expired - Lifetime JP2574334Y2 (en) 1993-02-16 1993-02-16 Leg fall degree measuring device for tower leg installation

Country Status (1)

Country Link
JP (1) JP2574334Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006170755A (en) * 2004-12-15 2006-06-29 Chugoku Electric Power Co Inc:The Apparatus for checking installation of main leg in steel tower
US9249581B2 (en) 2009-09-04 2016-02-02 Valinge Innovation Ab Resilient floor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006170755A (en) * 2004-12-15 2006-06-29 Chugoku Electric Power Co Inc:The Apparatus for checking installation of main leg in steel tower
JP4514592B2 (en) * 2004-12-15 2010-07-28 中国電力株式会社 Steel tower main leg installation check equipment
US9249581B2 (en) 2009-09-04 2016-02-02 Valinge Innovation Ab Resilient floor

Also Published As

Publication number Publication date
JP2574334Y2 (en) 1998-06-11

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