JPH035576A - Perpendicularity measuring device for pillar steel frame - Google Patents

Perpendicularity measuring device for pillar steel frame

Info

Publication number
JPH035576A
JPH035576A JP14066589A JP14066589A JPH035576A JP H035576 A JPH035576 A JP H035576A JP 14066589 A JP14066589 A JP 14066589A JP 14066589 A JP14066589 A JP 14066589A JP H035576 A JPH035576 A JP H035576A
Authority
JP
Japan
Prior art keywords
target
pillar
steel frame
verticality
column steel
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
JP14066589A
Other languages
Japanese (ja)
Other versions
JPH0826666B2 (en
Inventor
Yukio Hasegawa
幸男 長谷川
Toshio Nakamura
俊男 中村
Toshikazu Miyajima
宮嶋 俊和
Yusuke Matsushita
祐輔 松下
Shinji Yamashita
伸二 山下
Nobuhiro Okuyama
信博 奥山
Masahiro Nishimura
正宏 西村
Haruo Hoshino
春夫 星野
Toru Shinozaki
徹 篠崎
Ryoji Yoshitake
吉武 亮二
Hiroshi Asano
寛 浅野
Masayuki Terao
雅之 寺尾
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.)
Taisei Corp
Kajima Corp
Waseda University
Shimizu Construction Co Ltd
Obayashi Corp
Fujita Corp
Komatsu Ltd
Hitachi Zosen Corp
Takenaka Komuten Co Ltd
Kumagai Gumi Co Ltd
Sato Kogyo Co Ltd
Toda Corp
Shimizu Corp
Original Assignee
Taisei Corp
Kajima Corp
Waseda University
Shimizu Construction Co Ltd
Obayashi Corp
Fujita Corp
Komatsu Ltd
Hitachi Zosen Corp
Takenaka Komuten Co Ltd
Kumagai Gumi Co Ltd
Sato Kogyo Co Ltd
Toda Corp
Shimizu Corp
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 Taisei Corp, Kajima Corp, Waseda University, Shimizu Construction Co Ltd, Obayashi Corp, Fujita Corp, Komatsu Ltd, Hitachi Zosen Corp, Takenaka Komuten Co Ltd, Kumagai Gumi Co Ltd, Sato Kogyo Co Ltd, Toda Corp, Shimizu Corp filed Critical Taisei Corp
Priority to JP1140665A priority Critical patent/JPH0826666B2/en
Publication of JPH035576A publication Critical patent/JPH035576A/en
Publication of JPH0826666B2 publication Critical patent/JPH0826666B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To improve the efficiency of execution of a work by a method wherein a target mounted to an automatic slinging device for a pillar intended to be driven is irradiated with laser beams from the lower end of a pillar member, and perpendicularity of a pillar steel frame is measured by the collecting device of the target. CONSTITUTION:A target 103 formed with a two-dimensional sensor formed by a photo diode array is mounted to an automatic slinging device 105 for a pillar intended to be driven. The target 103 is irradiated with laser beams from a laser oscillator 101 mounted in the known position of the lower end of a pillar member 109. In this case, since the collecting position of the target is changed due to inclination of the pillar member, it is examined that a sensor in which position is received to measure perpendicularity of the pillar member 109. This constitution simplifies measurement of perpendicularity of each pillar simultaneously with drive of the pillar, and improves the efficiency of execution of a work.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は柱鉄骨を組み立てる際の柱の鉛直度測定装置に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a column verticality measuring device when assembling a column steel frame.

〔従来の技術〕[Conventional technology]

通常、鉄骨の建て方はボルト接合が良く用いられており
、その場合の柱の鉛直度の修正は、先ずある範囲の鉄骨
部材を組み立て、ボルトで仮締めしておき、各柱部材の
鉛直度をトランシフト等の測量機器を用いて測定し、修
正が必要な場合にはワイヤー及びターンバックルで修正
している。
Normally, bolted connections are often used to construct steel frames, and in that case, to correct the verticality of columns, first assemble a certain range of steel members, temporarily tighten them with bolts, and then adjust the verticality of each column member. are measured using surveying equipment such as Transshift, and if corrections are necessary, they are corrected using wires and turnbuckles.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところで、このような従来の方法では柱を仮締めの状態
のままである範囲を組み立ててしまうので、鉛直度を測
定し、また柱の倒れを修正している間は組み上がった柱
鉄骨は不安定であること、また全溶接接合には適用でき
ない等の問題があった。
By the way, with this conventional method, the columns are assembled in an area that is still temporarily tightened, so while the verticality is being measured and the collapse of the column is being corrected, the assembled column steel frame remains intact. There were problems such as stability and inability to apply to fully welded joints.

本発明は上記問題点を解決するためのもので、柱の建入
れと同時に鉛直度が測定でき、その結果溶接接合にも適
用でき、施行能率の向上、安全性の向上を図ることがで
きる柱鉄骨の鉛直度測定装置を提供することを目的とす
る。
The present invention is intended to solve the above-mentioned problems.It is possible to measure the verticality of a column at the same time as the erection of the column, and as a result, it can be applied to welded joints, improving construction efficiency and safety. The purpose of this invention is to provide a steel frame verticality measuring device.

〔課題を解決するための手段〕[Means to solve the problem]

そのために本発明の柱鉄骨の鉛直度測定装置は、自動玉
掛は装置に取りつけられた2次元センサからなるターゲ
ットと、該ターゲットに対して柱鉄骨下端側からレーザ
光を照射するレーザ発振装置とを備え、ターゲットのレ
ーザ光受光位置により柱鉄骨の鉛直度を求めること、ま
た柱鉄骨を吊っている部分に中心が取りつけられた同心
円状にセンサが配置された円板状ターゲットと、柱鉄骨
下端側同一面上に、柱鉄骨の中心に対して同心円上90
度の間隔で配置され、前記ターゲットに対してレーザ光
を照射する2個のレーザ発振装置とを備え、ターゲット
のレーザ光受光位置により柱鉄骨の鉛直度を求めること
を特徴とする。
To this end, the column steel frame verticality measuring device of the present invention has a target consisting of a two-dimensional sensor attached to the automatic sling device, and a laser oscillation device that irradiates the target with laser light from the lower end side of the column steel frame. In addition, it is necessary to determine the verticality of the column steel based on the laser beam receiving position of the target, and to use a disk-shaped target with sensors arranged in a concentric circle with the center attached to the part where the column steel is suspended, and a disk-shaped target on the lower end of the column steel. On the same plane, 90 degrees concentric with the center of the column steel frame
The present invention is characterized in that it includes two laser oscillation devices arranged at an interval of 100 degrees and irradiates laser light to the target, and the verticality of the column steel frame is determined based on the laser light receiving position of the target.

〔作用〕[Effect]

本発明は、建入れする柱の自動玉掛は装置に取りつけら
れた2次元センサからなるターゲット、または柱を吊っ
ている部分に中心が取りつげられた同心円状にセンサが
配置された円板状ターゲットにより柱下端の既知の位置
に設置したレーザ発振装置からのレーず光を受光し、そ
の受光位置により柱の鉛直度を測定するようにしたので
、柱の建人汀と同時に1本1本鉛直度を測定することが
でき、したがって溶接接合にも適用でき、その結実施工
能率の向上、安全性の向上を図ることが可能となる。
The present invention is capable of automatically slinging a pillar to be erected using a target consisting of a two-dimensional sensor attached to the device, or a disc-shaped target with sensors arranged in a concentric circle with the center attached to the part where the pillar is hung. The laser beam from a laser oscillator installed at a known position at the bottom end of the column was received by the laser oscillator, and the verticality of the column was measured based on the receiving position. Therefore, it can be applied to welding joints, and it is possible to improve the welding efficiency and safety.

〔実施例〕〔Example〕

以下、実施例を図面に基づき説明する。 Examples will be described below based on the drawings.

第1図は本発明の柱鉄骨の鉛直度測定装置の一実施例を
説明するための図で、図中、101はレーザ発振器、1
03はターゲット、105は自動玉掛は装置、107は
ローブ、109は柱部材である。
FIG. 1 is a diagram for explaining one embodiment of the column steel frame verticality measuring device of the present invention, in which 101 is a laser oscillator;
03 is a target, 105 is an automatic sling device, 107 is a lobe, and 109 is a pillar member.

図において、柱部材109は自動玉掛は装置105によ
りローブが掛けられて図示しないクレーンロボットによ
り吊り下げられて下部の柱と接合される。自動玉掛は装
置105は公知のものであり、柱部材上端に設けられた
耳(図示せず)の孔にピンを遠隔操作で差し込んでロー
プで吊るようにしている。この柱を下部性に差し込んだ
後、柱の倒れを修正する必要がある。そこで、本実施例
においては、自動玉掛は装置105に、例えばフォトダ
イオードアレイからなる2次元センサにより構成したタ
ーゲット103を設置し、柱部材109の下端の既知の
位置に設置したレーザ発振器101からレーザ光を照射
する。このとき、柱部材の傾きによってターゲットの受
光位置が変わるので、どの位置のセンサが受光したかに
より傾きを測定することができる。この場合、予め各セ
ンサ毎に、受光した場合柱の傾きは何度であるか計算し
ておけば、受光位置によりどの方向に何度傾いているか
直ちに検知することができる。
In the figure, a column member 109 is lobed by an automatic sling device 105, suspended by a crane robot (not shown), and joined to a lower column. The automatic sling device 105 is a well-known device in which a pin is inserted into a hole in an ear (not shown) provided at the upper end of a column member by remote control and hung with a rope. After inserting this pillar into the lower part, it is necessary to correct the collapse of the pillar. Therefore, in this embodiment, automatic slinging is performed by installing a target 103 configured by a two-dimensional sensor consisting of, for example, a photodiode array in a device 105, and emitting a laser beam from a laser oscillator 101 installed at a known position at the lower end of a column member 109. Irradiate light. At this time, since the light receiving position of the target changes depending on the inclination of the column member, the inclination can be measured depending on which position of the sensor receives the light. In this case, if the angle of inclination of the pillar is calculated in advance for each sensor when light is received, it is possible to immediately detect in which direction and how many times the column is inclined based on the light receiving position.

また、第2図に示すように、鉛直度測定装置207から
の検出信号により、演算処理制御装置201で演算処理
して得た制御信号によりクレーン203を制御すること
により、柱部材の傾きを自動修正する。このように、検
出した鉛直度データから演算処理制御装置により制御量
を算出し、クレーンの制御を行うことにより、柱の建入
れ、鉛直度出しが自動的に行うことができるので、施行
能率の向上とともに、安全性の向上を図ることができる
In addition, as shown in FIG. 2, the crane 203 is controlled by the control signal obtained by calculation processing by the calculation processing control device 201 based on the detection signal from the verticality measuring device 207, so that the tilt of the column member is automatically adjusted. Fix it. In this way, the control amount is calculated by the arithmetic processing control device from the detected verticality data and the crane is controlled, thereby automatically erecting the pillars and setting the verticality, thereby improving the execution efficiency. Along with this improvement, safety can also be improved.

第3図は本発明の他の実施例を示す図であり、第1図と
同一番号は同一内容を示している。なお、101a、1
01bはレーザ発振器、111は円板状ターゲット、1
13は吊りワイヤ、115はフック、117はロープで
ある。
FIG. 3 is a diagram showing another embodiment of the present invention, and the same numbers as in FIG. 1 indicate the same contents. In addition, 101a, 1
01b is a laser oscillator, 111 is a disk-shaped target, 1
13 is a hanging wire, 115 is a hook, and 117 is a rope.

本実施例はターゲットを取りつける位置が旋回してしま
うような、例えばクレーンフックに取り付けるような場
合に適用できるようにターゲットを円板状としたもので
ある。
In this embodiment, the target is made into a disk shape so that it can be applied to a case where the target is attached to a rotating position, for example, when attached to a crane hook.

フック115の部分は異常な力が集中しないように自由
に回転できるようになっており、この部分に第1図に示
すようなターゲットを取り付けると回転の状態によって
はレーデ光がターゲットに当たらなくなってしまう。そ
こで円板状ターゲット111に同心円状に複数のセンサ
を配置し、その中心位置をクレーンフック115に取り
つける。
The hook 115 part is designed to be able to rotate freely to prevent abnormal forces from concentrating, and if a target like the one shown in Figure 1 is attached to this part, depending on the state of rotation, the radar light may not hit the target. Put it away. Therefore, a plurality of sensors are arranged concentrically on the disc-shaped target 111, and the center position thereof is attached to the crane hook 115.

こうすることにより、フックが回転しても傾きが変わら
ない限りは同一センサにレーザ光が当たることになる。
By doing this, even if the hook rotates, the same sensor will be irradiated with laser light as long as the inclination does not change.

一方、柱部材の下端側には、既知の位置で柱中心に対し
て同心円上90度の角度間隔で2つのレーず発振器10
1a、101bを設ける。したがって、ある方向に柱が
傾いていれば、レーザ101aと101bとの光を異な
る半径位置のセンサで受光することになるので、その組
み合わせによりどちらにどれ程傾いているか知ることが
できる。
On the other hand, on the lower end side of the column member, two laser oscillators 10 are installed at known positions at angular intervals of 90 degrees on a concentric circle with respect to the center of the column.
1a and 101b are provided. Therefore, if the pillar is tilted in a certain direction, the light from the lasers 101a and 101b will be received by sensors at different radial positions, so it is possible to know in which direction and by how much it is tilted based on the combination.

〔発明の効果〕〔Effect of the invention〕

以上のように本発明によれば、クレーンフックあるいは
自動玉掛は装置に鉛直度検出装置が取りつけられている
ので、柱の建入れと同時に鉛直度の測定を行うことがで
き、その結果、柱を仮固定するときには既に鉛直度が保
たれているので、溶接接合にも適用することができる。
As described above, according to the present invention, since the crane hook or automatic sling is equipped with a verticality detection device, the verticality can be measured at the same time as the pillar is erected. Since the verticality is already maintained when temporarily fixed, it can also be applied to welded joints.

また鉛直度測定装置からの検出信号を演算処理制御装置
で演算処理し、その結果をクレーンの制御信号とするこ
とにより、柱の建入れ、鉛直度出しが自動的に行うこと
ができるので、施行能率の向上、安全性の向上を図るこ
とが可能となる。
In addition, the detection signal from the verticality measuring device is processed by the arithmetic processing control device, and the result is used as a control signal for the crane, so that it is possible to automatically erect columns and determine the verticality. It becomes possible to improve efficiency and safety.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の柱鉄骨の鉛直度測定装置の一実施例を
説明するための図、第2図は柱の建入れ、鉛直度出しを
自動化する場合のブロック構成を示す図、第3図は本発
明の他の実施例を示す図である。 101101a、LOLb−・・レーず発振器、103
・・・ターゲット、105・・・自動玉掛は装置、10
7・・・ローブ、109・・・柱部材、111・・・円
板状ターゲット、113・・・吊りワイヤ、115・・
・フック、117・・・ロープ。
Fig. 1 is a diagram for explaining one embodiment of the column steel frame verticality measuring device of the present invention, Fig. 2 is a diagram showing a block configuration when automating column erection and plumbness determination, and Fig. 3 The figure shows another embodiment of the invention. 101101a, LOLb--Raise oscillator, 103
...Target, 105...Automatic sling device, 10
7... Lobe, 109... Pillar member, 111... Disc-shaped target, 113... Hanging wire, 115...
・Hook, 117...rope.

Claims (2)

【特許請求の範囲】[Claims] (1)自動玉掛け装置に取りつけられた2次元センサか
らなるターゲットと、該ターゲットに対して柱鉄骨下端
側からレーザ光を照射するレーザ発振装置とを備え、タ
ーゲットのレーザ光受光位置により柱鉄骨の鉛直度を求
めることを特徴とする柱鉄骨の鉛直度測定装置。
(1) Equipped with a target consisting of a two-dimensional sensor attached to an automatic slinging device, and a laser oscillator that irradiates the target with a laser beam from the lower end of the column steel frame. A column steel frame verticality measuring device characterized by determining verticality.
(2)柱鉄骨を吊っている部分に中心が取りつけられた
同心円状にセンサが配置された円板状ターゲットと、柱
鉄骨下端側同一面上に、柱鉄骨の中心に対して同心円上
90度の間隔で配置され、前記ターゲットに対してレー
ザ光を照射する2個のレーザ発振装置とを備え、ターゲ
ットのレーザ光受光位置により柱鉄骨の鉛直度を求める
ことを特徴とする柱鉄骨の鉛直度測定装置。
(2) A disk-shaped target with sensors arranged in a concentric circle whose center is attached to the part where the column steel frame is suspended, and a disk-shaped target on the same plane at the lower end of the column steel frame at 90 degrees concentrically with respect to the center of the column steel frame. two laser oscillation devices arranged at an interval of , and irradiating laser beams to the target, and determining the verticality of the column steel according to the laser beam receiving position of the target. measuring device.
JP1140665A 1989-06-02 1989-06-02 Column steel verticality measuring device Expired - Fee Related JPH0826666B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1140665A JPH0826666B2 (en) 1989-06-02 1989-06-02 Column steel verticality measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1140665A JPH0826666B2 (en) 1989-06-02 1989-06-02 Column steel verticality measuring device

Publications (2)

Publication Number Publication Date
JPH035576A true JPH035576A (en) 1991-01-11
JPH0826666B2 JPH0826666B2 (en) 1996-03-13

Family

ID=15273915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1140665A Expired - Fee Related JPH0826666B2 (en) 1989-06-02 1989-06-02 Column steel verticality measuring device

Country Status (1)

Country Link
JP (1) JPH0826666B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4960466A (en) * 1986-09-22 1990-10-02 Victorian Solar Energy Council Coating solutions

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314960A (en) * 1986-07-07 1988-01-22 東急建設株式会社 Apparatus for building construction material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314960A (en) * 1986-07-07 1988-01-22 東急建設株式会社 Apparatus for building construction material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4960466A (en) * 1986-09-22 1990-10-02 Victorian Solar Energy Council Coating solutions

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Publication number Publication date
JPH0826666B2 (en) 1996-03-13

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