JPS61162663A - High place scaffold construction method - Google Patents

High place scaffold construction method

Info

Publication number
JPS61162663A
JPS61162663A JP379685A JP379685A JPS61162663A JP S61162663 A JPS61162663 A JP S61162663A JP 379685 A JP379685 A JP 379685A JP 379685 A JP379685 A JP 379685A JP S61162663 A JPS61162663 A JP S61162663A
Authority
JP
Japan
Prior art keywords
beam body
column
mounting bracket
pipe material
ground
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
JP379685A
Other languages
Japanese (ja)
Other versions
JPH0429830B2 (en
Inventor
義徳 深田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP379685A priority Critical patent/JPS61162663A/en
Publication of JPS61162663A publication Critical patent/JPS61162663A/en
Publication of JPH0429830B2 publication Critical patent/JPH0429830B2/ja
Granted legal-status Critical Current

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Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Movable Scaffolding (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は構造物、例えば工場、倉庫等を構築する際の高
所足場の構築法に関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for constructing high-altitude scaffolding for constructing structures such as factories, warehouses, etc.

く従来の技術〉 従来、工場や倉庫等の構造物の屋根構築における高所の
仮設足場を構築する場合には、対向する両側壁に沿って
、大々適宜間隔金回して柱材を立設し、各柱材上端間に
亘って大々、梁材を架設し、対向する梁材上面間に亘っ
て作業用の足場床を架設する方法が採用されていた。Conventional technology> Conventionally, when constructing temporary scaffolding at a high place for constructing the roof of a structure such as a factory or warehouse, pillars were erected along opposing side walls at appropriate intervals. However, a method has been adopted in which a beam is erected between the upper ends of each column, and a scaffolding floor for work is erected between the upper surfaces of the opposing beams.

〈発明が解決しようとする問題点〉 上記方法によれば、各柱材の上端間に亘って梁材を架設
する場合、各柱材の上端と梁材との連結を高所で行なわ
なければならず、作業中の危険が多く、また作業性も悪
いといり欠点があった。<Problems to be Solved by the Invention> According to the above method, when a beam is erected between the upper ends of each column, the upper end of each column and the beam must be connected at a high place. However, there were disadvantages in that there were many dangers during the work, and the workability was poor.

そこで、本発明は上記問題点に鑑み、高所での作業を少
なくして、安全性の向上及び作業性の向上を図ることを
目的とする。SUMMARY OF THE INVENTION In view of the above-mentioned problems, it is an object of the present invention to reduce work at high places and improve safety and workability.

〈問題点を解決するための手段〉 その技術的手段は、正方形の各頂点位置に円筒パイプ材
（２）が配置され、互いに隣接するパイプ材（２）間が
トラス構造状に連結材（３）で連結され、各パイプ材：
２１の両端に大々接合フランジ１４１が設けられたビー
ム構造部材：１１の一端側の接合フランジ（４）に取付
ブラケット材＋７）　ｔ−Ｒけ九長柱状の柱ビーム体（
９）の対が地上に離隔して平行に配置されると共に、前
記各柱ビーム体（９）の取付ブラケット材（７）側に亘
って前記ビーム構造部材（１）よりなる梁ビーム体１１
０１が地上に配置され、地上で、前記梁ビーム体（１０
１上側のパイプ材＋２１　ｔ−Ｕ字状ボルト＋１１）で
相対回動自在に各柱ビーム体（９）上側の取付ブラケッ
ト材（７）に連結し、その後、前記梁ビニム体ｔｔｏ＋
　’６クレーン等の吊上げ機で吊上げて各柱ビーム体（
９）全立設させ、その後、他側の梁ビーム体（１０）の
パイプ材］２）と柱ビーム体（９）の取付ブラケット材
（７）とｔ−Ｕ字状ボルト（■で連結して足場床支持枠
ｌ３）ｔ−枠組み構成する点にある。<Means for solving the problem> The technical means is that a cylindrical pipe material (2) is placed at each vertex position of a square, and connecting members (3) are arranged in a truss structure between adjacent pipe materials (2). ), each pipe material:
Beam structural member with large joint flanges 141 provided at both ends of 21: Mounting bracket material + 7) on the joint flange (4) on one end of 11;
9) are arranged parallel to each other apart from each other on the ground, and a beam member 11 made of the beam structural member (1) extends over the mounting bracket material (7) side of each column beam member (9).
01 is placed on the ground, and on the ground, the beam body (10
1 upper pipe material + 21 t- U-shaped bolt + 11) to connect each column beam body (9) to the upper mounting bracket material (7) in a relatively rotatable manner, and then connect the beam vinyl body tto+ to the upper mounting bracket material (7).
'6 Lift each column beam body with a lifting machine such as a crane (
9) Fully erect, then connect the pipe material of the beam body (10) on the other side] 2) and the mounting bracket material (7) of the column beam body (9) with the T-U shaped bolt (■). Scaffolding floor support frame l3) T-framework is constructed.

く作　　用〉 本発明によれば、地上に各柱ビーム体（９）及梁ビーム
体１１０１　ｔ−所定に配置し、そして地上で、梁ビー
ム体＋１０１上側のパイプ材１！ｌ　’ｉ　Ｕ字状ボル
ト　＋１１）で相対回動自在に各柱ビーム体（９）上側
の取付ブラケット材（７］に連結し、その後、梁ビーム
体＋１０１　ｔ−クレーン等の吊上げ機で吊上げて各柱
ビーム体（９）全立役させれば、他側の梁ビーム体＋１
（ｌのパイプ材（２１と柱ビーム体（９）の取付ブラケ
ット材（７）とが当接するので、該パイプ材（２１と取
付ブラケット材Ｇ７）ｔ−前述同様、υ字状ボルト＋（
１）で連結すれば、足場床支持枠０ａｔ−枠組みできる
。即ち、各柱ビーム体（９）と梁ビーム体（１０）との
連結に際し、−側の連結が地上で行なえ、他側の連結だ
けを高所で行なえばよく、高所における連結作業が半減
でき、安全性の向上及び作業性の向上が図れるのである
。またパイプ材＋２１　カ円筒状とされ、Ｕ字状ボルト
（１）１でパイプ材１２＋　ｔ−抱持して取付ブラケッ
ト材（７）に連結するため、梁ビーム体＋１０１　ｉ吊
上げた際、柱ビーム休（９）がパイプ材１２）回りに円
滑に相対回動され、所望に立役状とされるのである。According to the present invention, each column beam body (9) and the beam beam body 1101 are arranged at a predetermined position on the ground, and the pipe material 1 on the upper side of the beam body +101 is placed on the ground. Connect each column beam body (9) to the upper mounting bracket material (7) with U-shaped bolts (+11) so that they can rotate freely, and then lift the beam body +101 with a lifting machine such as a T-crane. If each column beam body (9) is fully erected, the beam beam body on the other side +1
(Since the pipe material (21 of l and the mounting bracket material (7) of the column beam body (9) come into contact with each other, the pipe material (21 and mounting bracket material G7)
If you connect with 1), you can create a scaffolding floor support frame 0at-framework. That is, when connecting each column beam body (9) and beam beam body (10), the negative side can be connected on the ground, and only the other side needs to be connected at a high place, which reduces the work of connecting at high places by half. This makes it possible to improve safety and workability. In addition, the pipe material +21 is cylindrical and is held by the U-shaped bolt (1) 1 and connected to the mounting bracket material (7), so when the beam body +101 i is lifted, the column beam The shaft (9) is smoothly rotated relative to the pipe material 12) to form the desired vertical shape.

〈実施例〉 以下、本発明の実施例を図面に基づいて説明すると、Ｗ
！１１図乃至第５図において、（１）は本発明に使用さ
れるビーム構造部材であり、該ビーム構造部材は正方形
の各頂点位置に配置された円筒パイプ材（２）と、各パ
イプ材（２）全連結する連結材：３）と、各パイプ材（
２１の両端に設けられた接合フランジ（４）とから構成
されている。前記連結材＋３）はパイプ材やチャンネル
材等よりなり、互いに隣接するパイプ材（２）間に亘っ
てトラス構造状に設けられている〇そしてビーム構造部
材１１）の内部に空間部（６１が形成された中空状に構
成されている。前記接合フランジ１４１は第６図に示さ
れる如く、円形に形成されており、外周部には同方向所
定間隔を有してボルト挿通孔１６１が形成されている。<Example> Hereinafter, an example of the present invention will be described based on the drawings.
! In Figures 11 to 5, (1) is a beam structural member used in the present invention, and the beam structural member includes cylindrical pipe members (2) placed at each vertex position of a square, and each pipe member (2). 2) All connecting materials: 3) and each pipe material (
21 and joint flanges (4) provided at both ends. The connecting member +3) is made of a pipe material, a channel material, etc., and is provided in a truss structure between adjacent pipe members (2), and a space (61) is formed inside the beam structural member 11). As shown in FIG. 6, the joint flange 141 is formed in a circular shape, and bolt insertion holes 161 are formed at predetermined intervals in the same direction on the outer periphery. ing.

前記ビーム構造部材１１）の一端側の接合フランジ（４
１にはＨ型鋼より構成された取付ブラケット材（７）の
一対が、大々対の接合フランジ（４１に亘ってボルト１
８１締結されており、長柱状の柱ビーム体（９）全構成
している。The joining flange (4) on one end side of the beam structural member 11)
1, a pair of mounting bracket members (7) made of H-shaped steel are attached to bolts 1 over a large pair of joint flanges (41).
81 is fastened, and the entire structure consists of a long columnar beam body (9).

（！αは前記ビーム構造部材＋１１よりなる梁ビーム体
である。(!α is a beam body made of the beam structure member +11.

そして第２図に示される如く、前記一対の柱ビーム体（
９）が地上に離隔して平行に配置されると共に、各柱ビ
ーム体（９）の取付ブラケット材（７）側に亘って梁ビ
ーム体（■が直交状に地上に配置され、地上で、梁ビー
ム体帥上側のパイプ材（２）　ｔ−Ｕ字状ボルトｔｉｌ
ｌで抱持状として各柱ビーム体（８！上側の取付ブラケ
ット材（７）に連結する。次に、第１図に示される如く
、クレーン等の吊上げ機によりワイヤ１（２）＊１に利
用して梁ビーム体（１０）を上方に吊上げれば、Ｕ字状
ボルト（１７）で円筒パイプ材（２）　ｉ抱持状として
連結しているため、パイプ材（２）回りに柱ビーム休１
９Ｊが相対回動され、各柱ビーム体（９）が立設される
。As shown in FIG. 2, the pair of pillar beam bodies (
9) are arranged spaced apart and parallel to the ground, and the beam beam bodies (■ are arranged orthogonally on the ground, spanning the mounting bracket material (7) side of each column beam body (9), Pipe material on the upper side of the beam body (2) T-U shaped bolt til
Connect each column beam body (8! to the upper mounting bracket material (7)) as a holding shape at l.Next, as shown in Fig. 1, wire 1 (2) When the beam body (10) is lifted upward using the U-shaped bolt (17), the column beam body (10) is connected to the cylindrical pipe material (2) in a holding shape, so the column beam Day off 1
9J is relatively rotated, and each pillar beam body (9) is erected.

そして、梁ビーム体（ユの他側のパイプ材（２Ｉと柱ビ
ーム体（９）の他側の取付ブラケット材１７）．４−が
当接する状態が得られ、該パイプ材（２）と取付ブラケ
ット材（７）ヲ前述同様、Ｕ字状ボルト（１）１で連結
すれば、足場床支持枠ａ３）を枠組み構成することがで
きる。Then, a state is obtained in which the pipe material (2I and the mounting bracket material 17 on the other side of the column beam body (9)) on the other side of the beam body (Y) are in contact with each other, and the pipe material (2) and the mounting By connecting the bracket members (7) with the U-shaped bolts (1) 1 as described above, the scaffolding floor support frame a3) can be constructed.

そして、第１図て示される如く、前記足場床支持枠０３
）と対向して、同様に足場床支持枠ｔｈａｔ枠組み構成
し、両足増床支持枠（ｌ：１間に亘って支持パイプ圓が
適宜架設され、該支持パイプ部上に安全ネットが適宜設
けられ、該安全ネット上に足場板−が設けられ、ここに
高所における足場床置が構成される。As shown in FIG. 1, the scaffold floor support frame 03
) Opposed to the scaffold floor support frame, a framework is constructed in the same way, and a support pipe circle is appropriately constructed across both legs of the floor expansion support frame (1:1), and a safety net is appropriately provided on the support pipe section. A scaffolding board is provided on the safety net, and a scaffolding board at a high place is constructed here.

Ｏηは各柱ビーム体（９）間に亘って適宜設けられたル
−スである。Oη is a loose hole provided as appropriate between each pillar beam body (9).

本発明の実施例によれば、足場床支持枠−を枠組み構成
するに際し、各柱ビーム体（９）と梁ビーム　。According to the embodiment of the present invention, when constructing the scaffolding floor support frame, each column beam body (9) and the beam beam.

休１０１との連結の一例が地上で行なえ、他側だけを高
所で行なうため、高所における連結作業が半減でき、安
全性の向上及び作業性の向上が図れる。One example of connection with the rest 101 can be done on the ground, and only the other side is done at a high place, so the connection work at high places can be halved, improving safety and workability.

また、各柱ビーム体（９）と梁ビーム体１１Ｂの初期の
連結が地上で行なえ、位置合ぜが容易に行なえることか
らも作業性の同上が図れる。Further, the initial connection between each column beam body (9) and the beam beam body 11B can be performed on the ground, and the positioning can be easily performed, which also improves work efficiency.

尚、！１１！１図に示される如く、対向する足場床支持
枠（＋３）を構成する同梁ビーム体１１０１のみを犬々
吊上げた状態で、同梁ビーム体（ｌＯＩ上面間に亘って
足場床置を架設し、同梁ビーム体ｔｔｏ＋　２同待て上
方に吊上げれば、両足増床支持枠０３ヲ同時に構成でき
る。still,! As shown in Figure 11!1, while only the beam body 1101 constituting the opposing scaffold floor support frame (+3) is lifted up, the scaffold floor is placed between the upper surfaces of the beam body (lOI). If the beam body tto+ 2 is erected and lifted upward, the double-leg extension support frame 03 can be constructed at the same time.

さらに足場ＦＲ［＋６１の架設作業も低位置で行なえ、
作業性及び安全性が大である。Furthermore, scaffolding FR [+61] can be erected at a lower position.
Workability and safety are great.

〈発明の効果〉 本発明に工れば、地上【各柱ビーム体及び梁ビーム体を
所定に配置し、そして地上で、梁ビーム体上側のパイプ
材ｔ−Ｕ字状ボルトで相対回動自在て各柱ビーム体上側
の取付ブラケット材に連結し、その後、梁ビーム体をク
レーン等の吊上げ機で吊上げて各柱ビーム体を立役させ
、その後、他側の梁ビーム体のパイプ材と柱ビーム体の
取付ブラケット材とｔ−Ｕ字状ボＩしトで連結して足場
床支持枠を枠組み構成するため、高所ておける連結作業
が半減でき、安全性の向上及び作業性の向上が図れる０
また、パイプ材が円筒とされ、Ｕ字状ボＩレトで相対回
動自在に取付ブラケット材に連結する構成であるため、
梁ビーム体金吊上げた際、柱ビーム体がパイプ材回りに
円滑に回動されるといり利点を奏する。<Effects of the Invention> If the present invention is applied, each column beam body and beam beam body can be arranged in a predetermined position on the ground, and the pipe material on the upper side of the beam beam body can be relatively rotated with the T-U shaped bolt. Then, each column and beam body is connected to the mounting bracket material on the upper side of each column and beam body, and then each column and beam body is lifted up with a lifting machine such as a crane, and then the pipe material of the beam and column beam on the other side is connected to the mounting bracket material on the upper side of each column and beam body. Since the scaffold floor support frame is constructed by connecting the body mounting bracket material with the T-U-shaped bolt I, the connection work at high places can be halved, improving safety and workability. 0
In addition, since the pipe material is cylindrical and is connected to the mounting bracket material with a U-shaped hole for relative rotation,
When the beam body is lifted, the column beam body can be smoothly rotated around the pipe material, which is an advantage.

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

図面は本発明の実施例を示し、第１図は立設状愚の側面
図、第２図は地上に配置した状態の平面図、ＩＪＧ５図
は第２図１−ＩＩＩ線矢視拡大図である。 ＋１１・・・ビーム構造部材、（２１・・・パイプ材、
（３）・・・連結材、＋４１・・・接合フランジ、（７
）・・−取付ブラケット材、（９！・・・柱ビーム体、
（鳳α・・・梁ビーム体、Ｉｌｌ・・・Ｕ字状ボｌレト
、峙・・・足場床支持枠。The drawings show an embodiment of the present invention, and Fig. 1 is a side view of the erected structure, Fig. 2 is a plan view of the state placed on the ground, and IJG5 is an enlarged view of Fig. 2 taken along the line 1-III. be. +11...beam structural member, (21...pipe material,
(3)... Connecting material, +41... Joining flange, (7
)...-Mounting bracket material, (9!...Column beam body,
(Otori α...beam body, Ill...U-shaped bolt, facing...scaffold floor support frame.

Claims (1)

【特許請求の範囲】[Claims] １、正方形の各頂点位置に円筒パイプ材（２）が配置さ
れ、互いに隣接するパイプ材（２）間がトラス構造状に
連結材（３）で連結され、各パイプ材（２）の両端に夫
々接合フランジ（４）が設けられたビーム構造部材（１
）の一端側の接合フランジ（４）に取付ブラケット材（
７）を設けた長柱状の柱ビーム体（９）の対が地上に離
隔して平行に配置されると共に、前記各柱ビーム体（９
）の取付ブラケット材（７）側に亘って前記ビーム構造
部材（１）よりなる梁ビーム体（１０）が地上に配置さ
れ、地上で、前記梁ビーム体（１０）上側のパイプ材（
２）をＵ字状ボルト（１１）で相対回動自在に各柱ビー
ム体（９）上側の取付ブラケット材（７）に連結し、そ
の後、前記梁ビーム体（１０）をクレーン等の吊上げ機
で吊上げて各柱ビーム体（９）を立設させ、その後、他
側の梁ビーム体（１０）のパイプ材（２）と柱ビーム体
（９）の取付ブラケット材（７）とをＵ字状ボルト（１
１）で連結して足場床支持枠（１３）を枠組み構成する
ことを特徴とする高所足場構築法。1. A cylindrical pipe material (2) is placed at each vertex position of the square, and the adjacent pipe materials (2) are connected by a connecting member (3) in a truss structure, and at both ends of each pipe material (2). Beam structural members (1) each provided with a joint flange (4)
) Attach the mounting bracket material (
A pair of long column-shaped column beam bodies (9) provided with 7) are arranged parallel to each other apart from each other on the ground, and each of the column beam bodies (9)
) A beam body (10) made of the beam structural member (1) is placed on the ground, extending over the mounting bracket material (7) side of the beam structure member (1).
2) is relatively rotatably connected to the mounting bracket (7) on the upper side of each column beam body (9) with a U-shaped bolt (11), and then the beam body (10) is attached to a lifting machine such as a crane. Then, lift each column beam body (9) upright, and then connect the pipe material (2) of the beam body (10) on the other side and the mounting bracket material (7) of the column beam body (9) in a U shape. shaped bolt (1
1) A method for constructing high-altitude scaffolding, which is characterized in that the scaffolding floor support frame (13) is connected to form a framework.
JP379685A 1985-01-11 1985-01-11 High place scaffold construction method Granted JPS61162663A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP379685A JPS61162663A (en) 1985-01-11 1985-01-11 High place scaffold construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP379685A JPS61162663A (en) 1985-01-11 1985-01-11 High place scaffold construction method

Publications (2)

Publication Number Publication Date
JPS61162663A true JPS61162663A (en) 1986-07-23
JPH0429830B2 JPH0429830B2 (en) 1992-05-20

Family

ID=11567153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP379685A Granted JPS61162663A (en) 1985-01-11 1985-01-11 High place scaffold construction method

Country Status (1)

Country Link
JP (1) JPS61162663A (en)

Also Published As

Publication number Publication date
JPH0429830B2 (en) 1992-05-20

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