JPH03180669A - Vertical plumbing method for building member - Google Patents
Vertical plumbing method for building memberInfo
- Publication number
- JPH03180669A JPH03180669A JP33419290A JP33419290A JPH03180669A JP H03180669 A JPH03180669 A JP H03180669A JP 33419290 A JP33419290 A JP 33419290A JP 33419290 A JP33419290 A JP 33419290A JP H03180669 A JPH03180669 A JP H03180669A
- Authority
- JP
- Japan
- Prior art keywords
- light receiver
- laser beam
- laser
- laser beams
- wall member
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 4
- 238000009428 plumbing Methods 0.000 title 1
- 230000005855 radiation Effects 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims description 15
- 239000004566 building material Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 238000005259 measurement Methods 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野Ｊ
本発明は、特に建築工事などにおける外壁部材の建入れ
作業において、該外壁部材等の構築部材を鉛直に建入れ
する工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application J] The present invention relates to a construction method for vertically erecting construction members such as outer wall members, particularly in construction work for building outer wall members.
［従来の技術］
従来、建築工事の外壁部材の建入れ作業は、第１０図に
示すように、外壁部材Ｗの上部から下げより該下げ振り
Ｂの傾きを計測していた。[Prior Art] Conventionally, in the installation work of external wall members in construction work, the inclination of the plumb bob B has been measured from the top of the external wall member W, as shown in FIG.
［発明が解決しようとする課題］
しかしながら、上記従来の方法は、下げ振りが風により
揺れて計測が不能になり、たとえ風が無くても下げ振り
の揺れが落ち着くまでに相当の時間がかかるだけでなく
、外壁部材のファスナーを調節する者と下げ振りの変位
を計測する者と、最低でも２名の作業具を必要とする等
の問題点があった。[Problems to be Solved by the Invention] However, with the above conventional method, the plumb bob sways due to the wind, making measurement impossible, and even if there is no wind, it takes a considerable amount of time for the plumb bob to settle down. However, there were problems such as the need for at least two people to use the tools, one to adjust the fasteners of the outer wall member and the other to measure the displacement of the plumb bob.
本発明は、上記従来の問題点を解決するためになされた
もので、その目的とするところは、レーザーレベルを用
いて小人数で迅速かつ正確に構築部材を鉛直に建入れる
ことのできる工法を提供することにある。The present invention was made to solve the above-mentioned conventional problems, and its purpose is to provide a construction method that allows a small number of people to quickly and accurately erect construction members vertically using a laser level. It is about providing.
［ｆｉ題を解決するための手段］
本発明の構築部材の鉛直建入れ工法は、レーザービーム
を３６０°方向に回転して放射させると共に、該レーザ
ービームの回転放射の軌跡面が基準線と平行かつ鉛直に
なるように調整し、外壁部−ビームを受光せしめながら
柱や梁等に建入れすることを特徴とするものである。[Means for Solving the FI Problem] The vertical construction method for construction members of the present invention rotates and emits a laser beam in a 360° direction, and the trajectory plane of the rotational radiation of the laser beam is parallel to the reference line. It is characterized in that it is adjusted so that it is vertical, and that it is installed on a pillar or beam while allowing the beam to be received by the outer wall.
［実施例］
以下、本発明の一実施例について図面を参照しながら説
明する。[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.
第１図において、１はレーザーレベルであって、第２図
に拡大して示すように、３６０°回転する回転放射部１
ａから鉛直平面上の全方向にレーザービームＲを放射す
るようになっている。In FIG. 1, 1 is a laser level, and as shown in an enlarged view in FIG.
A laser beam R is emitted from a in all directions on a vertical plane.
２は取付は台であって、据え付は場所に鉄筋等の障害物
があっても上記レーザーレベル１をしっかりと据え付け
ることができる。該取付は台２の脚２ａには整準ネジ２
ｂが設けられていて、上記取付は台２が水平になるよう
微調整できるようになっている。Reference numeral 2 is a mounting base, and the laser level 1 can be firmly installed even if there are obstacles such as reinforcing bars in the installation location. For this installation, there are leveling screws 2 on the legs 2a of the stand 2.
b is provided so that the above-mentioned mounting can be finely adjusted so that the stand 2 is horizontal.
３はメジャーであって、メジャー収容５３ａから引き出
して基準針３ｂと上記レーザービームＲとの距離、即ち
基準線に該基準針３ｂを当てることによりレーザービー
ムＲの放射面の基準線からの距離を容易に測定できるよ
うになっている。Reference numeral 3 denotes a measuring tape, which is pulled out from the measuring tape housing 53a and measures the distance between the reference needle 3b and the laser beam R, that is, the distance from the reference line to the radiation surface of the laser beam R by applying the reference needle 3b to the reference line. It can be easily measured.
再び第１図において、４は規準位置表示装置であって、
＠３図に拡大して示すように、オートボール４ａにボー
ル４ｂを垂直に立設すると共に、該ボール４ｂに受光器
取付台４Ｃを設けて受光器を取り付けるようになってい
る。Referring again to FIG. 1, 4 is a reference position display device,
As shown in the enlarged drawing @3, a ball 4b is vertically installed on the autoball 4a, and a light receiver mounting base 4C is provided on the ball 4b to mount the light receiver.
５は規準位置表示盤であって、上記オートボール４ａの
上部に取り付けられており、表示灯５ａおよび警告灯５
ｂが設けられている。5 is a standard position display board, which is attached to the upper part of the autoball 4a, and has an indicator light 5a and a warning light 5.
b is provided.
６は制御部であって、上記受光器取付台４Ｃに取付けた
受光器（図示せず）と上記規準位置表示盤５に各々接続
されている。Reference numeral 6 denotes a control section, which is connected to the light receiver (not shown) mounted on the light receiver mount 4C and the reference position display panel 5, respectively.
７はターデッドである。7 is tarded.
第１図からも明らかなように、外壁部材Ｗの７７スナー
Ｆには受光器取付架台８が取り付けられていて、該受光
器取付架台８には受光器９がセットされている。上記受
光器取付架台８は、第４図に拡大して示すように、上記
７７スナーＦに吸着するマグネッ）８ａと、該マグネッ
）８ａのシャフトに調節自在に締め付は固定されるアー
ム保持部８ｂと、該アーム保持部８ｂに枢着されている
と共に凸部８ｂ”を有していて上記受光器９をセットし
たアーム８Ｃから構成されている。As is clear from FIG. 1, a light receiver mounting frame 8 is attached to the 77 snare F of the outer wall member W, and a light receiver 9 is set on the light receiver mounting frame 8. As shown in an enlarged view in FIG. 4, the receiver mounting frame 8 includes a magnet 8a that attracts the 77 snare F, and an arm holder that is adjustable and fastened to the shaft of the magnet 8a. 8b, and an arm 8C which is pivotally attached to the arm holding portion 8b, has a convex portion 8b'', and has the light receiver 9 set therein.
次に、上記実施例の計測システムによる構築部材の鉛直
建入れ工法について説明する。Next, a method of vertically erecting construction members using the measurement system of the above embodiment will be explained.
まず第５図に示すように、回転放射部１ａから放射され
るレーザービームＲが基準１ｉＡから距離Ｘに位置する
ように、メジャー３を使用してレーザーレベル１を据え
付ける。First, as shown in FIG. 5, the laser level 1 is installed using a tape measure 3 so that the laser beam R emitted from the rotating radiation section 1a is located at a distance X from the reference 1iA.
続いて、第６図に示すように、上記レーザーレベル１か
ら離れた別の位置に、規準位置表示装置４をセットし、
そのボール４ｂが上記基準線Ａから距離Ｘの位置になる
ようにする。Subsequently, as shown in FIG. 6, the reference position display device 4 is set at a different position away from the laser level 1, and
The ball 4b is positioned at a distance X from the reference line A.
上記レーザーレベル１から発射されるレーザービームＲ
が上記基準１ｉＡと平行になるように、上記ボール４ｂ
に取り付けたターデッド７の中心７ａにレーザービーム
Ｒが米るようにレーザーレベル１の向きを調整する。（
第７図参照）
レーザービームＲをターデッド７の中心７ａに一致させ
たら、第８図に示すように、受光器取付の中心が基準＃
ｉＡからレーザーレベル１やボール４ｂと同じ距離Ｘだ
け離れた位置に米るように調節する。Laser beam R emitted from laser level 1 above
the ball 4b so that it is parallel to the reference 1iA
Adjust the direction of the laser level 1 so that the laser beam R is centered on the center 7a of the tarded 7 attached to the. (
(See Figure 7) Once the laser beam R is aligned with the center 7a of the tarded 7, the center of the receiver attachment will be aligned with the reference # as shown in Figure 8.
Adjust it so that it is the same distance X away from iA as laser level 1 and ball 4b.
次に、レーザービームＲを回転させ、受光器１０の中心
をレーザービームＲが通るようにレーザービームＲの放
射方向を調節する。Next, the laser beam R is rotated and the radiation direction of the laser beam R is adjusted so that the laser beam R passes through the center of the light receiver 10.
レーザービームＲが受光器１０中心を通過するようにな
ったら、その受光器１０と規準位置表示装置４とを接続
し、ボール４１）に取り付ける。（第９図参照）
続いて、規準位置表示装置４の電源を入れ、真中の表示
灯５ａが点灯するように受光器１０の位置を調節する。When the laser beam R passes through the center of the light receiver 10, the light receiver 10 and the reference position display device 4 are connected and attached to the ball 41). (See FIG. 9) Next, the reference position display device 4 is powered on, and the position of the light receiver 10 is adjusted so that the indicator light 5a in the middle is lit.
最後に、外壁部材Ｗの上部に受光器取付架台８を取り付
けて、該受光器取付架台８にセットした受光器９に上記
レーザービームＲが受光されるようにして、外壁部材Ｗ
の鉛直度を計測する。Finally, a light receiver mounting frame 8 is attached to the upper part of the outer wall member W, and the laser beam R is received by the light receiver 9 set on the light receiver mounting frame 8.
Measure the verticality of.
尚、上記規準位置表示装置１！４はレーザービームＲの
規準外れ状態を表示する警告灯５１］を備えて［発明の
効果］
（１）レーザーレベルを用いるため、広範囲に互って構
築部材の鉛直計測が可能である。Note that the reference position display device 1!4 is equipped with a warning light 51 for indicating the state of deviation of the laser beam R from the reference position.[Effects of the Invention] (1) Since a laser level is used, construction members can be placed over a wide range of each other. Vertical measurement is possible.
（２）−度据え付けを行えば、−人ｔ′構築部材の取り
付けや鉛直度の計測ができる。(2) If the - degree installation is carried out, - person t' construction members can be attached and the verticality can be measured.
（３）離れた位置からレーザーの規準位置の確認が行え
るので、万一レーザーレベルがずれた場合でも計測者が
計測ミスを発見できる。(3) Since the reference position of the laser can be confirmed from a remote location, even if the laser level deviates, the measurer can detect a measurement error.
第１図は本発明工法を実施するシステムの一実施例を示
す斜視図、第２図はレーザーレベルの側面図、第３図は
規準位置表示装置の正面図、第４図は外壁部材への受光
器の取付状態を示す側面図、Ｗ！Ｊ５図はレーザーレベ
ルのセット状態を示す説明図、第６図は規準位置表示装
置のセット状態を示す説明図、第７図はターゲットにレ
ーザービームを当てて位置調整する説明図、ｆＪＳＢ図
は規準位置表示装置の受光器の位置合わせ状態を示す説
明図、第９図は規準位置表示装置への受光器のセット状
態を示す正面図、第１０図は従来の鉛直測定方法を示す
説明図である。
１・・・レーザーレベル、１ａ・・・回転放射部、２・
・・取付は台、２ａ・・・脚、２ｂ・・・整準ネジ、３
・・・メジャ、３ａ・・・メジャー収容部、３ｂ・・・
基準針、４・・・規準位置表示装置、４ａ・・・オート
ポール、４ｂ・・・ボール、４ｃ・・・受光器取付台、
５・・・規準位置表示盤、５ａ・・・表示灯、５ｂ・・
・警告灯、６・・・制御部、７・・・ターデッド、７ａ
・・・中心、８・・・受光器取付架台、８ａ・・・マグ
ネット、８ｂ・・・アーム保持部、８ｂ’・・・凸部、
８ｃ・・・アーム、９・・・受光器、Ａ・・・基準線、
Ｒ・・・レーザービーム、Ｘ・・・距離。Fig. 1 is a perspective view showing an embodiment of a system implementing the construction method of the present invention, Fig. 2 is a side view of a laser level, Fig. 3 is a front view of a reference position display device, and Fig. 4 is a perspective view of an embodiment of a system for implementing the construction method of the present invention. Side view showing how the receiver is installed, W! Figure J5 is an explanatory diagram showing the setting state of the laser level, Figure 6 is an explanatory diagram showing the setting state of the reference position display device, Figure 7 is an explanatory diagram showing the position adjustment by applying a laser beam to the target, and the fJSB diagram is the reference diagram. FIG. 9 is a front view showing how the light receiver is set to the reference position display device; FIG. 10 is an explanatory diagram showing the conventional vertical measurement method. . 1...Laser level, 1a...Rotating radiation part, 2.
...Installation is by stand, 2a...legs, 2b...leveling screw, 3
...Major, 3a...Major storage section, 3b...
Reference needle, 4... Reference position display device, 4a... Auto pole, 4b... Ball, 4c... Receiver mounting base,
5... Reference position display board, 5a... Indicator light, 5b...
・Warning light, 6...Control unit, 7...Tarded, 7a
...Center, 8...Receiver mounting frame, 8a...Magnet, 8b...Arm holding part, 8b'...Convex part,
8c...Arm, 9...Receiver, A...Reference line,
R...laser beam, X...distance.
Claims (1)
共に、該レーザービームの回転放射の軌跡面が基準線と
平行かつ鉛直になるように調整し、外壁部材等の構築部
材に受光器を付設して、上記レーザービームを受光せし
めながら柱や梁等に建入れすることを特徴とする構築部
材の鉛直建入れ工法。The laser beam is rotated in a 360° direction and radiated, and the trajectory plane of the rotational radiation of the laser beam is adjusted so that it is parallel and perpendicular to the reference line, and a receiver is attached to a construction member such as an outer wall member. , a method for vertically erecting construction members, characterized by erecting them on pillars, beams, etc. while receiving the laser beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33419290A JP2727133B2 (en) | 1990-11-30 | 1990-11-30 | Vertical construction method for building components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33419290A JP2727133B2 (en) | 1990-11-30 | 1990-11-30 | Vertical construction method for building components |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP01313278 Division | 1989-12-04 | 1989-12-04 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03180669A true JPH03180669A (en) | 1991-08-06 |
| JP2727133B2 JP2727133B2 (en) | 1998-03-11 |
Family
ID=18274574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP33419290A Expired - Fee Related JP2727133B2 (en) | 1990-11-30 | 1990-11-30 | Vertical construction method for building components |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2727133B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8020271B2 (en) | 2007-07-11 | 2011-09-20 | Norton Baum | Self-raising form control system and method |
| JP2014214486A (en) * | 2013-04-25 | 2014-11-17 | 三菱電機株式会社 | Platform fence installation method |
| CN105241419A (en) * | 2015-11-19 | 2016-01-13 | 广东水利电力职业技术学院 | Device for automatically measuring bed-surface gradient of slope-variable water channel and measuring method |
| CN113250475A (en) * | 2021-05-17 | 2021-08-13 | 中建中新建设工程有限公司 | Method for positioning reserved holes of pipelines of multi-storey building |
-
1990
- 1990-11-30 JP JP33419290A patent/JP2727133B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8020271B2 (en) | 2007-07-11 | 2011-09-20 | Norton Baum | Self-raising form control system and method |
| JP2014214486A (en) * | 2013-04-25 | 2014-11-17 | 三菱電機株式会社 | Platform fence installation method |
| CN105241419A (en) * | 2015-11-19 | 2016-01-13 | 广东水利电力职业技术学院 | Device for automatically measuring bed-surface gradient of slope-variable water channel and measuring method |
| CN113250475A (en) * | 2021-05-17 | 2021-08-13 | 中建中新建设工程有限公司 | Method for positioning reserved holes of pipelines of multi-storey building |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2727133B2 (en) | 1998-03-11 |
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