JPH08128191A - Stopper construction of suspension device, etc., of scaffolding - Google Patents

Stopper construction of suspension device, etc., of scaffolding

Info

Publication number
JPH08128191A
JPH08128191A JP28176894A JP28176894A JPH08128191A JP H08128191 A JPH08128191 A JP H08128191A JP 28176894 A JP28176894 A JP 28176894A JP 28176894 A JP28176894 A JP 28176894A JP H08128191 A JPH08128191 A JP H08128191A
Authority
JP
Japan
Prior art keywords
main beam
hole
nut
scaffold
fixing
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
JP28176894A
Other languages
Japanese (ja)
Inventor
Yuichi Dojo
雄一 堂上
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 JP28176894A priority Critical patent/JPH08128191A/en
Publication of JPH08128191A publication Critical patent/JPH08128191A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)

Abstract

PURPOSE: To make it possible to safely mount suspension devices connected to suspension chains by providing screw holes in the upper surfaces of main beams, covering fixed rings having through-holes having the screw holes from above, and welding the surfaces of the main beams to the fixed rings. CONSTITUTION: An appropriate number of suspension chains 5 and 5 such as chains, etc., fixing the basic ends of them with eyebolts, etc., are suspended to the lower surface of a main girder of a bridge B in an expressway. Then, the eyebolts 29 and 29 provided to the front ends of the suspension chains 5 are screwed in the screw holes of stopper devices 8 and 8 provided to the upper surfaces of main beams 1 and 1 at specific intervals, and a pair of main beams are separated by length of a horizontal beam 2 and are suspended. Then, fixed rings having through-holes for positioning the screw holes are covered from above, and the surfaces of the main beams 1 are welded to the fixed rings. By the constitution, the suspension devices, etc., connected to the suspension chains 5 can be safely mounted with sufficient strength.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、例えば高速道路等の橋
梁の主桁下面に、修理、塗装等の作業のために取り付け
る足場において、吊下条と連結する吊下具等を取り付け
るための足場の吊下具等の止め構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspending tool or the like for connecting a suspending strip to a lower surface of a main girder of a bridge such as a highway, for example, on a scaffolding to be installed for repair, painting or the like. The present invention relates to a fastening structure for suspending scaffolding.

【0002】[0002]

【従来の技術】従来の足場としては、橋梁の主桁下面か
らチェーンで主梁となるパイプを離間して並行配設して
長さ方向に順次吊り下げ、パイプを用いた主梁に対して
横方向に横梁となるパイプを所定間隔ごとに交差させて
クランプ等の連結具で固定して足場全体の枠組みを形成
した後、パイプを用いた横梁上に足場板を横方向に順に
載置していくことにより全体を組み立てるものがある。
そして、パイプを用いた主梁をチェーンで吊り下げる場
合、チェーンの両端を橋梁の主桁下面にクランプでルー
プ状に取り付け、このループ状のチェーンでパイプを用
いた主梁を支持している。
2. Description of the Related Art As a conventional scaffold, a pipe, which is a main beam with a chain, is arranged in parallel at a distance from the bottom surface of a main girder of a bridge and is hung in order in the longitudinal direction. After forming a frame of the entire scaffold by crossing the pipes that will become horizontal beams at predetermined intervals in the horizontal direction and fixing them with connecting tools such as clamps, place the scaffold plates on the horizontal beams using the pipes in order in the horizontal direction. There is something that assembles the whole by going down.
When suspending a main beam using a pipe with a chain, both ends of the chain are attached to the lower surface of the main girder of the bridge in a loop shape by clamps, and the main beam using a pipe is supported by the loop chain.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の足場の
主梁を支持する構造にあっては、固定せずにチェーンで
主梁を支持しているだけであるので、足場全体を吊り下
げる構造としては大変に危険であるといった問題点があ
った。
However, in the conventional structure for supporting the main beam of the scaffold, since the main beam is only supported by the chain without being fixed, the structure for suspending the entire scaffold is used. However, there was a problem that it was very dangerous.

【0004】そこで、本発明は、吊下条と連結する吊下
具等を安全に取り付けることができにとともに、強度的
に優れ、しかも多目的に使用でき、更に傷んだ箇所だけ
交換が可能な足場の吊下具等の止め構造を提供すること
を目的としている。
In view of the above, the present invention provides a scaffolding which is capable of safely attaching a suspending tool or the like connected to a suspending strip, is excellent in strength, can be used for multiple purposes, and can replace only a damaged portion. The purpose of the invention is to provide a stopping structure for hanging equipment and the like.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、主梁の上面に螺孔を設け、該螺孔を位置させる貫通
孔を有する固定リングを上から被せ、主梁表面と固定リ
ングを溶接したことを特徴とするものである。
In order to achieve the above object, a threaded hole is provided on the upper surface of a main beam, and a fixing ring having a through hole for positioning the threaded hole is covered from above to fix the surface of the main beam and the fixing ring. It is characterized by welding.

【0006】更に、具体的には、上端に鍔部を設けて軸
心方向に螺孔を有する固定ナットを、主梁の上面に穿設
した開口部に、挿入して鍔部を係止させ、固定ナットの
鍔部を主梁に溶接した後、略中央に貫通孔を有する固定
リングを、該貫通孔と固定ナットの螺孔とを一致させて
上から被せて主梁に溶接したことを特徴とするものを用
いるのが好ましい。
Further, more specifically, a fixing nut having a flange at the upper end and having a screw hole in the axial direction is inserted into an opening formed in the upper surface of the main beam to lock the flange. After welding the collar portion of the fixing nut to the main beam, the fixing ring having a through hole in the substantially center is covered with the through hole and the screw hole of the fixing nut from above and welded to the main beam. It is preferable to use the featured one.

【0007】他に、支持ナットを立設した支持板を、中
空の主梁内に位置させ、主梁上面の開口部から支持ナッ
トを突出させて、主梁上面から取付ボルトを貫通させて
支持板に螺合固定したことを特徴とするものである。
In addition, a support plate on which a support nut is erected is positioned inside a hollow main beam, the support nut is projected from an opening on the upper surface of the main beam, and a mounting bolt is penetrated from the upper surface of the main beam to support it. It is characterized by being screwed and fixed to the plate.

【0008】また、他にアイボルトの螺軸部を上下に貫
通させる通孔を主梁の上面及び下面に穿設し、主梁の下
面にアイボルトの螺軸を螺合させる支持ナットを溶着し
たことを特徴とするものであってもよい。
In addition, through holes for vertically penetrating the screw shaft portion of the eyebolt are formed in the upper surface and the lower surface of the main beam, and a support nut for screwing the screw shaft of the eyebolt is welded to the lower surface of the main beam. It may be characterized by.

【0009】[0009]

【作用】以上の如く本発明に係る請求項1の足場の吊下
具等の止め構造によれば、主梁の上面の螺孔に対して、
固定リングを上から被せて補強した構造であり、この螺
孔にアイボルト等の螺軸を螺合して、吊下具等を取り付
けることができ、この吊下具を利用して足場全体をチェ
ーン等の吊下条で吊り下げることができる。また、固定
リングで補強した螺孔を主梁の適所に設けることによ
り、パイプ等を把持するクランプを取り付けることがで
きる等、多目的に使用することができる。
As described above, according to the first aspect of the present invention, the scaffold suspending structure for a scaffold, etc., is provided with respect to the screw hole on the upper surface of the main beam.
It has a structure in which a fixing ring is covered from above to reinforce, and a screw shaft such as an eyebolt can be screwed into this screw hole to attach a suspending tool, etc. Using this suspending tool, the entire scaffold can be chained. It can be hung with a hanging strip such as. Further, by providing a screw hole reinforced by a fixing ring at an appropriate position on the main beam, a clamp for gripping a pipe or the like can be attached, so that it can be used for various purposes.

【0010】請求項2の足場の吊下具等の止め構造によ
れば、上端に鍔部を設けて軸心方向に螺孔を有する固定
ナットを、主梁の上面に穿設した開口部に、挿入して鍔
部を係止させ、固定ナットの鍔部を主梁に溶接した後、
略中央に貫通孔を有する固定リングを、該貫通孔と固定
ナットの螺孔とを一致させて上から被せて主梁に溶接し
た構造であり、同様にして、補強効果をもたせた固定ナ
ットの螺孔を利用してアイボルト等の吊下具を取り付け
ることができる。
According to a second aspect of the present invention, there is provided a fixing structure for a scaffold suspender or the like, wherein a fixing nut having a flange at its upper end and having a screw hole in the axial direction is provided at the opening formed on the upper surface of the main beam. After inserting and locking the collar and welding the collar of the fixing nut to the main beam,
The fixing ring having a through hole in the substantially center is a structure in which the through hole and the screw hole of the fixing nut are aligned and covered from above and welded to the main beam. Similarly, a fixing nut having a reinforcing effect is provided. A hanging tool such as an eyebolt can be attached using the screw hole.

【0011】請求項3の足場の吊下具等の止め構造によ
れば、支持ナットを立設した支持板を、中空の主梁の端
部から内部に挿入して位置させ、主梁上面の開口部から
支持ナットを突出させて、ジグ等で支持した状態で主梁
上面から取付ボルトを貫通させて支持板に螺合固定する
ことにより、主梁上面に螺孔を設けることができる。
According to the third aspect of the present invention, there is provided a support structure having a support nut, which is provided upright, inserted into the hollow main beam from the end of the main beam, and is positioned on the upper surface of the main beam. A screw hole can be provided in the upper surface of the main beam by projecting the support nut from the opening and penetrating the mounting bolt from the upper surface of the main beam while being supported by a jig or the like so as to be screwed and fixed to the support plate.

【0012】請求項4の足場の吊下具等の止め構造によ
れば、主梁の上面及び下面の通孔に、アイボルトの螺軸
部を挿入し、アイボルトの螺軸を、主梁の下面に設けた
支持ナットに螺合することにより、アイボルトを取り付
けることができる。
According to a fourth aspect of the present invention, there is provided a suspension structure for a scaffold suspender or the like, wherein the screw shaft portion of the eyebolt is inserted into the through holes of the upper and lower surfaces of the main beam, and the screw shaft of the eyebolt is attached to the lower surface of the main beam. The eyebolt can be attached by screwing the support nut provided on the.

【0013】[0013]

【実施例】本発明の詳細を更に図示した実施例により説
明する。図1は工事用組立式足場の使用状態を示す縦断
面図であり、図2乃至図4は工事用組立式足場の組立手
順を示す平面図であり、図5は工事用組立式足場の組み
立て状態を示す斜視図である。工事用組立式足場Aは、
例えば高速道路等の橋梁Bの主桁下面に、又はプラント
設備の修理、塗装等の作業のために取り付けるものであ
り、基本的には、図1及び図5に示すように左右対称な
一対の主梁1,1、横梁2、パネル部材3で単位足場4
を構成し、橋梁の主桁Bに単位足場4を組み立てながら
チェーン等の吊下条5で吊り下げていき、単位足場4を
順に連結していくものである。
The details of the present invention will be described with reference to the embodiments shown in the drawings. FIG. 1 is a vertical cross-sectional view showing a use state of a construction prefabricated scaffold, FIGS. 2 to 4 are plan views showing an assembly procedure of the construction prefabricated scaffold, and FIG. 5 is an assembly of the construction prefabricated scaffold. It is a perspective view showing a state. Prefabricated scaffolding A for construction
For example, it is attached to the lower surface of the main girder of a bridge B such as an expressway or for repair of plant equipment, work such as painting, and basically, as shown in FIG. 1 and FIG. Main scaffold 1, 1, cross beam 2, panel member 3, unit scaffold 4
And the unit scaffold 4 is assembled on the main girder B of the bridge and suspended by a hanging strip 5 such as a chain, and the unit scaffolds 4 are sequentially connected.

【0014】主梁1は、図1及び図2に示すように、長
尺の角パイプを用いた梁部材6の側面に所定間隔毎に、
パイプを用いた横梁2を支持するために断面コ字形状の
受け部材7を溶着し、梁部材6の上面に、受け部材7と
同じ位置に、所定間隔毎に止め手段8を設けたものであ
る。
As shown in FIGS. 1 and 2, the main beam 1 is provided on a side surface of a beam member 6 using a long rectangular pipe at predetermined intervals.
In order to support the horizontal beam 2 using a pipe, a receiving member 7 having a U-shaped cross section is welded, and stopping means 8 are provided on the upper surface of the beam member 6 at the same position as the receiving member 7 at predetermined intervals. is there.

【0015】横梁2は、通常のパイプであり、従来の足
場で用いられていたパイプの再利用を考慮したものであ
るが、角パイプ等のさまざまな中空又は中実の杆体を用
いることが可能である。
The cross beam 2 is an ordinary pipe, which is designed for reuse of a pipe used in a conventional scaffold, but various hollow or solid rods such as a square pipe can be used. Is.

【0016】受け部材7には、横梁2の軸心方向の移動
を規制する規制部材9を設けており、図示した規制部材
9は、図6に示すように、下方から受け部材底面7aに
ピンを溶接して凸部である嵌合突部10を立設し、横梁2
の端部に凹部である支持孔11を穿設したものである。受
け部材7は断面U字形状等の樋部材を用いることがで
き、或いは単なる板状の部材であってもよい。
The receiving member 7 is provided with a restricting member 9 for restricting the movement of the lateral beam 2 in the axial direction. The restricting member 9 shown in the drawing is pinned from below to the bottom surface 7a of the receiving member as shown in FIG. Are welded together to erect the fitting protrusion 10 that is a convex portion, and
A support hole 11 which is a recess is formed at the end of the. The receiving member 7 may be a gutter member having a U-shaped cross section, or may be a simple plate member.

【0017】更に、主梁1と主梁1を長さ方向に連結す
る連結手段12は、図6に示すように、連結短管13、連結
ボルト14及び固定ナット15、レベル調整ボルト16及び溶
接ナット17とで構成されている。
Further, as shown in FIG. 6, the main beam 1 and the connecting means 12 for connecting the main beam 1 in the longitudinal direction are provided with a connecting short pipe 13, a connecting bolt 14 and a fixing nut 15, a level adjusting bolt 16 and welding. It is composed of nuts 17 and.

【0018】更に、受け部材7で支持した横梁2の上下
の動きを規制するためには、受け部材7の両側面から外
方に向けて突出させた係止突片18を利用して止めバンド
を巻回するのである。
Further, in order to regulate the vertical movement of the lateral beam 2 supported by the receiving member 7, the locking band is utilized by using the locking projections 18 projecting outward from both side surfaces of the receiving member 7. Is wound.

【0019】連結短管13は、図6及び図7に示すよう
に、主梁1の開口端同士を突き合わせた状態で、隣接す
る主梁1,1内にまたがって位置する大きさを有し、角
パイプ19の上面19a中央を長さ方向に開口し、下面19b
の両端部に連結ボルト14を挿入させる挿通孔20を穿設し
たものである。
As shown in FIGS. 6 and 7, the connecting short pipe 13 has such a size that it is located over the adjacent main beams 1 and 1 in a state where the open ends of the main beams 1 are butted against each other. , The upper surface 19a of the square pipe 19 is opened at the center in the longitudinal direction, and the lower surface 19b
Insertion holes 20 for inserting the connecting bolts 14 are formed at both ends of the.

【0020】そして、この連結手段12により、図6及び
図7に示すように、主梁1の開口端同士を対面させ、連
結短管13を両主梁1,1の先端部内にまたがった状態で
位置させ、連結短管13の挿通孔20の位置に合わせて、主
梁1の上面及び下面に上孔21a及び下孔21bを穿設し
て、連結ボルト14の螺軸を上孔21a及び下孔21bに挿入
し、突出させた螺軸先端に固定ナット15を螺合させて固
定し、また主梁1先端部の上面に孔を穿設するとともに
溶接ナット17を溶接し、この溶接ナット17にレベル調整
ボルト16を螺合して螺軸を内部に位置させ、螺軸の先端
を連結短管13の下面19bに螺合力で押圧して、連結短管
13のがたつきを防止してレベル調整を可能としたもので
ある。
As shown in FIGS. 6 and 7, the connecting means 12 allows the open ends of the main beam 1 to face each other and the connecting short pipe 13 to extend over the tip portions of the two main beams 1 and 1. , And the upper hole 21a and the lower hole 21b are formed on the upper surface and the lower surface of the main beam 1 in accordance with the position of the insertion hole 20 of the connecting short pipe 13, and the screw shaft of the connecting bolt 14 is connected to the upper hole 21a. The fixing nut 15 is inserted into the lower hole 21b, and is fixed by screwing the fixing nut 15 onto the protruding tip of the screw shaft. Further, a hole is formed in the upper surface of the tip of the main beam 1 and the welding nut 17 is welded. The level adjusting bolt 16 is screwed to the 17 to position the screw shaft inside, and the tip of the screw shaft is pressed against the lower surface 19b of the connecting short pipe 13 by a screwing force to connect the short connecting pipe.
It is possible to adjust the level by preventing rattling of 13.

【0021】尚、連結手段12は、図8(a)の想像線に
て示すように、レベル調整ボルト16先端に押圧板22を固
着することにより、押圧面を大きくすることができ、レ
ベル調整をより効果的に行うことができる。或いは、固
定ナット15を主梁1に溶接したり、固定ナット15や溶接
ナット17を用いる代わりに、主梁1に直接螺孔を設けた
ものであってもよい。
The connecting means 12 can have a large pressing surface by fixing the pressing plate 22 to the tip of the level adjusting bolt 16 as shown by the imaginary line in FIG. Can be done more effectively. Alternatively, the fixing nut 15 may be welded to the main beam 1, or instead of using the fixing nut 15 or the welding nut 17, the main beam 1 may be directly provided with a screw hole.

【0022】また、上述した連結手段12では、連結ボル
ト14を主梁1に対して、上下に貫通させて固定している
が、主梁1の側面に貫通させて螺合固定してもよく、レ
ベル調整ボルト16にあっても、主梁1の上面から挿入し
て連結短管13の下面19bを押圧しているが、主梁1の側
面から挿入して連結短管13の側面を押圧したものであっ
てもよい。更に、付言するならば、上述した連結手段12
では、主梁1、横梁2、パネル部材3とよりなり、組立
式の単位足場4の主梁1と主梁1を連結させるものであ
るが、特に限定されるものでもなく、固定してブロック
化させた単位足場の主梁同士を長さ方向に連結すること
も可能である。
Further, in the above-mentioned connecting means 12, the connecting bolt 14 is vertically fixed to the main beam 1 to be fixed, but it may be fixed to the main beam 1 by being screwed to the side surface of the main beam 1. Although the level adjusting bolt 16 is also inserted from the upper surface of the main beam 1 to press the lower surface 19b of the connecting short tube 13, it is inserted from the side surface of the main beam 1 to press the side surface of the connecting short tube 13. It may be one. Further, if it is added, the above-mentioned connecting means 12
The main beam 1, the horizontal beam 2, and the panel member 3 are used to connect the main beam 1 and the main beam 1 of the unit scaffold 4 of the assembly type. However, there is no particular limitation and the block is fixed. It is also possible to connect the main beams of the converted unit scaffolds to each other in the longitudinal direction.

【0023】このように連結手段12を用いることによ
り、吊下条5で吊り下げた主梁1の端部と主梁1の端部
を対面させ、間に位置するように連結短管13を挿入し、
主梁1に対して連結ボルト14を上方から下方に挿入して
螺軸の先端部を突出させて固定ナット15で固定するとと
もに、上から操作してレベル調整ボルト16を回転させて
螺軸の先端を連結短管13の下面19bに螺合力で押圧して
レベル調整を行って連結することができるので、足場を
組み立てる途中において、主梁1と主梁1を長さ方向に
簡単に連結することができる。しかも、レベル調整ボル
ト16の螺軸の先端を連結短管13の下面19bに螺合力で押
圧して、連結短管13のがたつきを防止してレベル調整を
行うことができる。更に、連結ボルト14で連結するとと
もに、レベル調整ボルト16を締結することにより、素人
であっても簡単に且つ正確に連結することができ、しか
も、連結ボルト14及びレベル調整ボルト16を主梁1の上
から操作することとなるので、操作がより簡単となる。
By using the connecting means 12 as described above, the end portion of the main beam 1 hung by the hanging strip 5 and the end portion of the main beam 1 face each other, and the connecting short pipe 13 is placed so as to be located between them. Insert and
The connecting bolt 14 is inserted into the main beam 1 from the upper side to the lower side so that the tip end of the screw shaft is projected and fixed by the fixing nut 15, and the level adjusting bolt 16 is rotated by operating from above to rotate the screw shaft. Since the tip end can be connected to the lower surface 19b of the connecting short pipe 13 by screwing force to adjust the level, the main beam 1 and the main beam 1 can be easily connected in the length direction during assembling the scaffold. be able to. Moreover, the tip end of the screw shaft of the level adjusting bolt 16 is pressed against the lower surface 19b of the connecting short pipe 13 by a screwing force to prevent rattling of the connecting short pipe 13 and level adjustment can be performed. Furthermore, by connecting with the connecting bolt 14 and fastening the level adjusting bolt 16, even an amateur can easily and accurately connect the connecting bolt 14 and the level adjusting bolt 16 together. Since it will be operated from above, the operation becomes easier.

【0024】次に、本発明のポイントである止め手段8
を用いて達成できる足場の吊下具等の止め構造について
説明する。止め手段8は、支持ナット23と固定リング24
とで構成され、具体的には、図6及び図9に示すよう
に、上端に鍔部25を設けて軸心方向に螺孔26を設けた支
持ナット23を、主梁1の上面に穿設した係止孔27に、挿
入して鍔部25を係止させて、支持ナット23の鍔部25を主
梁1表面に溶接した後、図9のように上方に突出するよ
うに湾曲させた円板の略中央に貫通孔28を有する固定リ
ング24を、該貫通孔28と支持ナット23の螺孔26とを一致
させて上から被せて端部を主梁1表面に溶接したもので
ある。
Next, the stopping means 8 which is the point of the present invention
A description will be given of a stopping structure for a scaffold suspender or the like that can be achieved by using. The stopping means 8 includes a support nut 23 and a fixing ring 24.
Specifically, as shown in FIGS. 6 and 9, a support nut 23 having a flange 25 at the upper end and a screw hole 26 in the axial direction is drilled on the upper surface of the main beam 1. After inserting the collar portion 25 into the locking hole 27 provided and locking the collar portion 25 and welding the collar portion 25 of the support nut 23 to the surface of the main beam 1, bend it so as to project upward as shown in FIG. A fixing ring 24 having a through hole 28 substantially in the center of a circular plate is welded to the surface of the main beam 1 with the through hole 28 and the screw hole 26 of the support nut 23 aligned and covered from above. is there.

【0025】尚、止め手段8は、上述した構造に限られ
ずに、例えば主梁1に直接螺孔を設けたり、又は主梁1
内面に、螺孔を有する支持板を溶接して螺孔を設けた後
に、該螺孔の上から固定リング24を被せ、主梁1表面と
固定リング24を溶接したものであってもよい。
The stopping means 8 is not limited to the above-mentioned structure, and for example, the main beam 1 is directly provided with a screw hole, or the main beam 1 is provided.
A support plate having a screw hole may be welded to the inner surface to form the screw hole, and then the fixing ring 24 may be covered over the screw hole, and the surface of the main beam 1 and the fixing ring 24 may be welded.

【0026】このように止め手段8によれば、支持ナッ
ト23先端部を主梁1の係止孔27に挿入して鍔部25を係止
させ、鍔部25を主梁1表面に溶接した後、固定リング24
の端部を主梁1表面に溶接した構造であるので、二重の
溶接で強度的に優れた構造となり、例えば支持ナット23
の螺孔26にアイボルトを螺合させて吊下条5で全体を吊
り下げて足場の重量がかかっても、十分に耐えうる構造
とすることができる。
As described above, according to the stopping means 8, the tip of the support nut 23 is inserted into the locking hole 27 of the main beam 1 to lock the flange 25, and the flange 25 is welded to the surface of the main beam 1. After, the fixing ring 24
Since the end portion of is welded to the surface of the main beam 1, a double-welded structure provides excellent strength.
An eyebolt can be screwed into the screw hole 26 and the whole can be suspended by the suspending strip 5, so that the structure can sufficiently withstand the weight of the scaffold.

【0027】また、他の実施例の止め手段8は、図17及
び図18に示すように、主梁1の上面及び下面に通孔40を
穿設し、略中央に孔を有する補強リング41を該通孔40に
被せて全周溶接して補強するとともに、主梁1の下面に
位置する補強リング41に支持ナット23を点溶接したもの
である。そして、使用する場合には、図17に示すよう
に、主梁1の上面の補強リング41の孔から、螺軸を長く
設定したアイボルト29の先端を挿入し、支持ナット23に
螺合させて取り付け、吊下条5で主梁1全体を吊り下げ
ることができる。こうすることにより、単に主梁1の上
面に支持ナット23を溶接する場合に比べて、支持ナット
23により主梁1の下面から支持することとなり、支持ナ
ット23が剥がれる方向に力が加わらないので、強度的に
優れた構造とすることができる。また、上述した構造に
することにより、強度的に優れたものとなるので、支持
ナット23を補強リング41に固着するのに単に点溶接で済
むこととなり、その結果、アイボルト29との螺合等によ
り傷んだ支持ナット23の交換が可能となるのである。
As shown in FIGS. 17 and 18, the stopping means 8 of another embodiment has a reinforcing ring 41 having a through hole 40 formed in the upper and lower surfaces of the main beam 1 and having a hole substantially in the center thereof. Is reinforced by being welded all around by covering the through hole 40, and the support nut 23 is spot-welded to the reinforcing ring 41 located on the lower surface of the main beam 1. Then, when used, as shown in FIG. 17, the tip of the eyebolt 29 having a long screw shaft is inserted from the hole of the reinforcing ring 41 on the upper surface of the main beam 1 and screwed into the support nut 23. The entire main beam 1 can be suspended by mounting and suspending strips 5. By doing so, compared to the case where the support nut 23 is simply welded to the upper surface of the main beam 1, the support nut is
Since the support beam 23 is supported from the lower surface of the main beam 1 and no force is applied in the direction in which the support nut 23 is peeled off, a structure excellent in strength can be obtained. Further, with the above-described structure, the strength becomes excellent, so that the support nut 23 can be fixed to the reinforcing ring 41 by simply spot welding, and as a result, screwing with the eyebolt 29 or the like. This makes it possible to replace the damaged support nut 23.

【0028】更に、他の実施例の止め手段8は、図19及
び図20に示すように、支持板42の上面に貫通孔を穿設
し、下端に鍔部25を設けて軸心方向に螺孔を設けた支持
ナット23を溶着し、この支持ナット23の両側に固定螺孔
43を穿設したものを用いるのであり、そして主梁1の上
面には係止孔27を穿設して固定リング24を外被して溶着
し、この固定リング24の両側に螺孔44又は通孔を穿設
し、取付ボルト45で固定するようにしたものである。
Further, as shown in FIGS. 19 and 20, the stopping means 8 of another embodiment has a through hole formed in the upper surface of the support plate 42 and a collar portion 25 provided at the lower end thereof in the axial direction. Weld the support nut 23 with the screw holes, and fix the screw holes on both sides of the support nut 23.
43 is used, and a locking hole 27 is formed on the upper surface of the main beam 1 to cover and weld a fixing ring 24, and a screw hole 44 or a screw hole 44 is formed on both sides of the fixing ring 24. A through hole is provided and fixed with a mounting bolt 45.

【0029】即ち、支持ナット23を立設した支持板42
を、主梁1の開口端から挿入し、ジグ等を用いて、図20
に示すように、支持板42の支持ナット23が固定リング24
内に位置するように、主梁1の上面の螺孔44又は通孔か
ら固定リング24を挿入して固定螺孔43に螺合させて締結
することにより、図20のように主梁1に対して支持ナッ
ト23を取り付けることができる。そして、支持ナット23
を交換する場合には、取付ボルト45を逆方向に回転させ
ることにより、支持ナット23を立設した支持板42を取り
外し、新しい支持ナット23を立設した支持板42を同様に
して取り付けることができる。こうした構造を用いるこ
とにより、例えば、主梁1を溶融亜鉛メッキ等のメッキ
処理を行って使用する場合に効果的である。即ち、図9
に示した主梁1を用いた場合には、支持ナット23等を含
めた主梁1全体を溶融亜鉛メッキ処理を施して使用する
と、アイボルト29を繰り返して、取り付けたり、取り外
したりすると、支持ナット23の螺孔26内のメッキが剥が
れて支持ナット23の不良のために主梁1全体が使用でき
なくなるのに対して、図19に示した止め手段8を用いる
ことにより、支持ナット23を立設した支持板42を取付ボ
ルト45の操作により、容易に交換することができるの
で、主梁1を長期にわたって使用することができる。
That is, the support plate 42 in which the support nut 23 is erected.
20 from the open end of the main beam 1 and using a jig etc.
As shown in, the support nut 23 of the support plate 42
The fixing ring 24 is inserted from the screw hole 44 or the through hole on the upper surface of the main beam 1 so as to be positioned inside, and the fixing ring 24 is screwed into the fixing screw hole 43 to be fastened to the main beam 1 as shown in FIG. The support nut 23 can be attached to it. And the support nut 23
When replacing the, the support plate 42 on which the support nut 23 is erected can be removed by rotating the mounting bolt 45 in the opposite direction, and the support plate 42 on which the new support nut 23 is erected can be similarly attached. it can. By using such a structure, it is effective, for example, when the main beam 1 is subjected to a plating treatment such as hot dip galvanizing and used. That is, FIG.
When the main beam 1 shown in Fig. 1 is used, the entire main beam 1 including the support nut 23 and the like is subjected to hot dip galvanization, and when the eyebolt 29 is repeatedly attached and detached, the support nut is The main beam 1 cannot be used as a whole due to defective plating of the support nut 23 due to peeling of the plating in the screw hole 26 of the support nut 23. Since the installed support plate 42 can be easily replaced by operating the mounting bolt 45, the main beam 1 can be used for a long period of time.

【0030】次に、工事用組立式足場Aの組み立てる手
順について説明する。まず、高速道路等の橋梁Bの主桁
下面に、基端をアイボルト等で固定したチェーン等の吊
下条5を適当な数だけ垂下させ、吊下条5先端に設けた
アイボルト29を、主梁1の上面に所定間隔に設けた止め
手段8の螺孔26に螺合させて、図2のように左右対称な
一対の主梁1を横梁2の長さだけ離間させて吊り下げる
ことができ、受け部材7に立設した規制部材9の嵌合突
部10を横梁2の支持孔11に挿入することにより、図3の
ように、所定間隔毎に受け部材7で横梁2を支持して枠
組みを組み立てることができ、図4に示すように、パネ
ル部材3の端部を、主梁1の端部に係止させた状態で載
置し、単位足場4を組み立てることができる。
Next, a procedure for assembling the work-fabricated scaffold A will be described. First, on the lower surface of the main girder of a bridge B such as a highway, an appropriate number of hanging strips 5 such as chains whose base ends are fixed by eye bolts are hung down, and eyebolts 29 provided at the tips of the hanging strips 5 are By screwing into the screw holes 26 of the stopper means 8 provided at a predetermined interval on the upper surface of the beam 1, a pair of symmetrical main beams 1 as shown in FIG. By inserting the fitting protrusion 10 of the regulating member 9 standing on the receiving member 7 into the support hole 11 of the horizontal beam 2, the horizontal beam 2 is supported by the receiving member 7 at predetermined intervals as shown in FIG. The frame can be assembled by using the frame, and as shown in FIG. 4, the unit scaffold 4 can be assembled by placing the panel member 3 with the end of the panel member 3 locked to the end of the main beam 1.

【0031】更に、主梁1を橋梁Bの方向に延ばす場
合、作業者が組み立てて吊り下げた単位足場4の上にの
って、同様にして一対の主梁1,1を並行配設してチェ
ーン等の吊下条5で吊り下げ、図6及び図7に示すよう
に、主梁1の開口端同士を対面させ、連結短管13を両主
梁1,1の先端部内にまたがった状態で位置させ、連結
短管13の挿通孔20の位置に合わせて、主梁1の上孔21a
及び下孔21bを一致させ、連結ボルト14の螺軸を挿入し
て突出させた先端に固定ナット15を螺合させて固定し、
溶接ナット17にレベル調整ボルト16を螺合して螺軸を内
部に位置させ、螺軸の先端を連結短管13の下面19bに螺
合力で押圧して、連結短管13のがたつきを防止した状態
で主梁1と主梁1を長さ方向に連結することができ、同
様にして横梁2、パネル部材3を組み込むことにより、
単位足場4を延ばすことができる。
Further, when the main beam 1 is extended in the direction of the bridge B, a pair of main beams 1 and 1 are similarly arranged in parallel on the unit scaffold 4 assembled and suspended by the operator. 6 and 7, the open ends of the main beam 1 face each other, and the connecting short pipe 13 straddles the ends of both main beams 1 and 1 as shown in FIGS. 6 and 7. The main beam 1 and the upper hole 21a of the main beam 1 according to the position of the insertion hole 20 of the connecting short pipe 13.
And the lower hole 21b are aligned with each other, the screw shaft of the connecting bolt 14 is inserted, and the fixing nut 15 is screwed and fixed to the protruding tip.
The level adjusting bolt 16 is screwed into the welding nut 17 to position the screw shaft inside, and the tip of the screw shaft is pressed against the lower surface 19b of the connecting short pipe 13 with a screwing force to prevent the rattling of the connecting short pipe 13. The main beam 1 and the main beam 1 can be connected to each other in the lengthwise direction in a prevented state, and by similarly incorporating the horizontal beam 2 and the panel member 3,
The unit scaffold 4 can be extended.

【0032】このように組み立てた単位足場4上で作業
者が作業を行うことにより順に工事用組立式足場Aを組
み立てて延ばしていくことができ、また、作業場所によ
っては、工事用組立式足場Aを地上で組み立てた後、ク
レーンで吊り下げることにより、同様にして組み立てて
いくことができ、更に付言するならば、まず主梁1のみ
を順に連結させながら吊り下げて長さ方向に延ばし、横
梁2を順に組み込み、足場全体の枠組みを組み立てた
後、パネル部材3を順に敷設して固定することにより、
全体を組み立てることも可能である。
The worker can work on the unit scaffold 4 assembled in this way to assemble and extend the prefabricated scaffold A for construction in sequence, and depending on the work place, the prefabricated scaffold for construction. After assembling A on the ground, it can be assembled in the same manner by suspending it with a crane. In addition, first, only the main beam 1 is sequentially suspended and suspended in the longitudinal direction, After assembling the cross beam 2 in order and assembling the framework of the entire scaffold, by laying and fixing the panel member 3 in order,
It is also possible to assemble the whole.

【0033】また、止め手段8は、通常吊下条5を吊り
下げるためのアイボルトを螺合して取り付けるために用
いるのであるが、クランプ等を用いて単位足場4を幅方
向に延ばすためにも用いることができる。
Further, the stopping means 8 is usually used for screwing and attaching an eyebolt for suspending the hanging strip 5, but also for extending the unit scaffold 4 in the width direction by using a clamp or the like. Can be used.

【0034】具体的には、図11に示すように、主梁1の
上面に等間隔に止め手段8を複数個設けることにより、
このうちの2個を利用して、クランプを介して幅方向に
配設した単位足場4を固定することができる。
Specifically, as shown in FIG. 11, by providing a plurality of stopping means 8 on the upper surface of the main beam 1 at equal intervals,
By using two of them, the unit scaffolds 4 arranged in the width direction can be fixed via a clamp.

【0035】例えば、図11のように両側面に受け部材7
を設けた主梁1を用い、単位足場4を連結手段12にて長
さ方向に延設し、同様にて複数列の単位足場4を並行配
設し、隣接する止め手段8の螺孔26に単クランプ30の螺
軸31を螺合させてそれぞれ単クランプ30を取り付け、図
12に示すように、それぞれの単クランプ30で連結杆32を
把持することにより、それぞれの単位足場4に幅方向に
連結杆32を配設して固定するとともに、隣接した連結杆
32,32の先端部同士が重なるように位置させ、更に、図
13に示すように、この隣接する連結杆32を、2つのパイ
プを把持できる自在クランプ33にて把持することによ
り、幅方向に配設した足場を固定することができる。
For example, as shown in FIG. 11, the receiving members 7 are provided on both side surfaces.
Using the main beam 1 provided with the above, the unit scaffolds 4 are extended in the lengthwise direction by the connecting means 12, and similarly, plural rows of the unit scaffolds 4 are arranged in parallel, and the screw holes 26 of the adjoining stopping means 8 Screw the screw shaft 31 of the single clamp 30 onto the
As shown in FIG. 12, by grasping the connecting rods 32 with the respective single clamps 30, the connecting rods 32 are arranged and fixed in the width direction on the respective unit scaffolds 4, and the adjacent connecting rods are also fixed.
Position so that the tips of 32 and 32 overlap each other.
As shown in FIG. 13, by gripping the adjacent connecting rods 32 with the free clamps 33 capable of gripping two pipes, the scaffold arranged in the width direction can be fixed.

【0036】尚、上述した例では、単クランプ30と自在
クランプ33を用いているが、それぞれ針金等を用いて固
定してもよく、また特に単クランプ30を用いないで、自
在クランプ33に螺軸を立設し、直接止め手段8の螺孔26
に取り付けるようにしたものであってもよい。また、止
め手段8を利用してクランプで連結杆32を固定しなくて
も、主梁1の上面及びパネル部材3に、直接連結杆32を
針金等で固定することも可能である。
Although the single clamp 30 and the universal clamp 33 are used in the above-mentioned example, they may be fixed by using wire or the like, and the universal clamp 33 may be screwed without using the single clamp 30. The shaft is erected, and the screw hole 26 of the direct stopping means 8 is provided.
It may be attached to the. Further, it is also possible to directly fix the connecting rod 32 to the upper surface of the main beam 1 and the panel member 3 with a wire or the like without fixing the connecting rod 32 with the clamp using the stopper 8.

【0037】また、上述した例では、両側面に受け部材
7を設けた主梁1を用いているが、片面に受け部材7を
設けた主梁1を用いることも可能であり、更に片面に受
け部材7を設けた主梁1を用いた場合には、連結杆32を
用いる代わりに、対面するそれぞれの主梁1の側面に嵌
合可能な凹凸を設けることにより、連結を行うことも可
能である。
Further, in the above-mentioned example, the main beam 1 having the receiving members 7 provided on both side surfaces is used, but it is also possible to use the main beam 1 having the receiving member 7 provided on one surface, and further to the one surface. When the main beam 1 provided with the receiving member 7 is used, the connection can be performed by providing a concavo-convex that can be fitted to the side surface of each main beam 1 facing each other instead of using the connecting rod 32. Is.

【0038】このように本実施例の工事用組立式足場A
によれば、例え素人であっても、簡単に且つ確実に足場
Aを橋梁Bの幅方向に延ばすことができる。しかも、組
み立てて吊り下げた単位足場4の上で、隣接した単位足
場4を順に組み立てることができるので、作業性及び安
全性に優れたものとなる。更に、連結ボルト14で連結す
るとともに、レベル調整ボルト16を締結することによ
り、素人であっても簡単に且つ正確に連結することがで
き、しかも、連結ボルト14及びレベル調整ボルト16を主
梁1の上から操作することとなるので、操作がより簡単
となる。
As described above, the prefabricated scaffold A for construction of this embodiment
According to this, even an amateur can easily and surely extend the scaffold A in the width direction of the bridge B. Moreover, since the adjacent unit scaffolds 4 can be assembled in order on the unit scaffolds 4 that are assembled and suspended, workability and safety are excellent. Furthermore, by connecting with the connecting bolt 14 and fastening the level adjusting bolt 16, even an amateur can easily and accurately connect the connecting bolt 14 and the level adjusting bolt 16 together. Since it will be operated from above, the operation becomes easier.

【0039】最後に、図14及び図15に基づいて、横梁受
け金具34について説明する。上述例では、主梁1に受け
部材7及び止め手段8を溶着しているが、横梁受け金具
34は受け部材7及び止め手段8を有し、主梁1に対して
着脱自在としたものである。
Finally, the horizontal beam receiving fitting 34 will be described with reference to FIGS. 14 and 15. In the above-mentioned example, the main beam 1 is welded with the receiving member 7 and the stopping means 8.
34 has a receiving member 7 and a stopping means 8 and is detachable from the main beam 1.

【0040】横梁受け金具34は、図14に示すように、梁
部材6に係止可能な大きさのコの字形状の係止部材35の
両側壁35aから、外方に向けて規制部材9である嵌合突
部10を立設した受け部材7を延設し、係止部材35の上面
35bに吊下条を係止させるフック部材36を立設し、更に
係止部材35の下端を主梁1に外被可能なように下方にL
字状に下片37を延設し、この下片37を貫通して締結ボル
ト38、ナット39、Oリング40で締め付けることにより、
主梁1に対して着脱自在としたものである。
As shown in FIG. 14, the horizontal beam receiving metal fitting 34 extends outward from the side walls 35a of the U-shaped locking member 35 having a size capable of locking the beam member 6 toward the outside. The receiving member 7 in which the fitting protrusion 10 that is
A hook member 36 that locks the hanging strip is erected on 35b, and the lower end of the locking member 35 is further lowered downward so that the main beam 1 can be covered.
By extending the lower piece 37 in a letter shape and penetrating the lower piece 37 and tightening with the fastening bolt 38, the nut 39, and the O ring 40,
It is detachable from the main beam 1.

【0041】他の実施例の横梁受け金具34は、図16に示
すように、梁部材6に係止可能な大きさのコの字形状の
係止部材35の両側壁35aから、規制部材9である嵌合突
部10を立設した受け部材7を外方に向けて延設し、締結
ボルトとナットで梁部材6に対して固定可能とし、上面
35bに支持ナット23を溶接したものである。この構造に
よれば、梁部材6の端部から挿入して取り付ける必要が
なく、梁部材6のどこにでも、上から落としこんで、締
結ボルトとナットで固定することにより、ワンタッチで
取り付けることができる。
As shown in FIG. 16, the horizontal beam receiving metal fitting 34 of another embodiment includes a regulating member 9 from both side walls 35a of a U-shaped locking member 35 of a size capable of locking the beam member 6. The receiving member 7 in which the fitting protrusion 10 that is the upright is extended outward, and can be fixed to the beam member 6 with fastening bolts and nuts.
The support nut 23 is welded to 35b. According to this structure, it is not necessary to insert and attach the beam member 6 from the end thereof, and the beam member 6 can be attached anywhere by dropping it from above and fixing it with the fastening bolt and the nut. .

【0042】また、図15に示す横梁受け金具34は、丸パ
イプを梁部材6として、それに対応させて係止部材35を
円筒状としたものである。
Further, in the horizontal beam receiving fitting 34 shown in FIG. 15, a round pipe is used as the beam member 6 and the locking member 35 is made cylindrical correspondingly.

【0043】[0043]

【発明の効果】本発明は、上述のとおり構成されている
ので、次に記載する効果を奏する。請求項1の足場の吊
下具等の止め構造によれば、この螺孔にアイボルト等の
螺軸を螺合して、吊下具等を取り付けることができ、こ
の吊下具を利用して足場全体をチェーン等の吊下条で吊
り下げることができるので、吊下条に対して足場が移動
することなく安全であり、しかも主梁の上面の螺孔に対
して、固定リングを上から被せて補強した構造であるの
で、強度的にも大変に優れたものとなる。また、固定リ
ングで補強した螺孔を主梁の適所に設けることにより、
パイプ等を把持するクランプを取り付けることができる
等、多目的に使用することができる。
Since the present invention is configured as described above, it has the following effects. According to the fixing structure for a scaffolding suspender or the like according to claim 1, a screw shaft such as an eyebolt can be screwed into the screw hole to attach the suspender or the like. Since the entire scaffold can be hung with a suspending strip such as a chain, it is safe without the scaffold moving with respect to the suspending strip, and the fixing ring can be attached from above to the screw hole on the upper surface of the main beam. Since the structure is covered and reinforced, the strength is also extremely excellent. Also, by providing a screw hole reinforced with a fixing ring in the proper place on the main beam,
It can be used for multiple purposes, such as being able to attach a clamp that holds a pipe or the like.

【0044】請求項2の足場の吊下具等の止め構造によ
れば、支持ナット先端部を主梁の係止孔に挿入して鍔部
を係止させ、鍔部を主梁表面に溶接した後、固定リング
の端部を主梁表面に溶接した構造であるので、二重の溶
接で強度的により優れた構造となり、例えば支持ナット
の螺孔にアイボルトを螺合させて吊下条で全体を吊り下
げて足場の重量がかかっても、十分に耐えうる構造とす
ることができる。単に主梁1の上面に支持ナット23を溶
接する場合に比べて、支持ナット23により主梁1の下面
から支持することとなり、支持ナット23が剥がれる方向
に力が加わらないので、強度的に優れた構造とすること
ができる。
According to the second aspect of the present invention, there is provided a structure for suspending a scaffold suspender or the like, wherein the tip of the support nut is inserted into the locking hole of the main beam to lock the flange, and the flange is welded to the surface of the main beam. After that, the end of the fixing ring is welded to the surface of the main beam, so double welding results in a structure with better strength.For example, the eyebolt is screwed into the screw hole of the support nut, Even if the whole is suspended and the weight of the scaffold is applied, the structure can sufficiently withstand. Compared to the case where the support nut 23 is simply welded to the upper surface of the main beam 1, the support nut 23 supports the support beam from the lower surface of the main beam 1, and no force is applied in the direction in which the support nut 23 is peeled off. Can have a different structure.

【0045】請求項3の足場の吊下具等の止め構造によ
れば、支持ナットを立設した支持板を取付ボルトの操作
により、支持ナットを立設した支持板を容易に交換する
ことができる。従って、例えば、主梁に溶融亜鉛メッキ
等のメッキ処理を行って使用する場合において、アイボ
ルトを繰り返して、取り付けたり、取り外したりする
と、支持ナットの螺孔内のメッキが剥がれて使用できな
くなっても、支持ナットを立設した支持板を交換するだ
けで、主梁を長期にわったて使用することができる。
According to the third aspect of the present invention, the support structure having the support nuts erected can be easily replaced by operating the mounting bolts. it can. Therefore, for example, when the main beam is subjected to a plating treatment such as hot dip galvanizing and used, if the eyebolt is repeatedly attached or detached, the plating inside the screw hole of the support nut may be peeled off and cannot be used. The main beam can be used for a long period of time simply by replacing the support plate on which the support nuts are erected.

【0046】請求項4の足場の吊下具等の止め構造によ
れば、単に主梁の上面に支持ナットを溶接する場合に比
べて、支持ナットにより主梁の下面から支持することと
なり、支持ナットが剥がれる方向に力が加わらないの
で、強度的に優れた構造とすることができる。また、上
述した構造にすることにより、強度的に優れたものとな
るので、支持ナットを補強リングに固着するのに単に点
溶接で済むこととなり、その結果、アイボルトとの螺合
等により傷んだ支持ナットの交換が可能となるのであ
る。
According to the fixing structure for suspending the scaffold, etc. of claim 4, as compared with the case where the support nut is simply welded to the upper surface of the main beam, the support nut supports from the lower surface of the main beam. Since no force is applied in the direction in which the nut is peeled off, a structure with excellent strength can be obtained. In addition, since the structure described above is excellent in strength, only the spot welding is required to fix the support nut to the reinforcing ring, and as a result, the support nut is damaged due to screwing with the eyebolt or the like. The support nut can be replaced.

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

【図1】 工事用組立式足場の使用状態を示す縦断面図[Fig. 1] A vertical cross-sectional view showing the use state of an assembly type scaffold for construction

【図2】 工事用組立式足場の組立手順を示す平面図FIG. 2 is a plan view showing the procedure for assembling the work-fabricated scaffolding.

【図3】 工事用組立式足場の組立手順を示す平面図FIG. 3 is a plan view showing the assembling procedure of the assembling scaffold for construction.

【図4】 工事用組立式足場の組立手順を示す平面図FIG. 4 is a plan view showing the assembling procedure of the assembly scaffold for construction.

【図5】 工事用組立式足場の組み立て状態を示す斜視
FIG. 5 is a perspective view showing an assembled state of the assembly type scaffold for construction.

【図6】 同じく連結手段及び止め手段を示す分解斜視
FIG. 6 is an exploded perspective view showing the connecting means and the stopping means in the same manner.

【図7】 同じく連結手段及び止め手段を示す縦断面図FIG. 7 is a longitudinal sectional view showing the connecting means and the stopping means in the same manner.

【図8】(a)図7におけるA−A端面図 (b)図7におけるB−B端面図8 (a) is an end view of AA in FIG. 7; (b) is an end view of BB in FIG. 7;

【図9】 止め手段を示す主梁の縦断面図FIG. 9 is a vertical sectional view of a main beam showing a stopping means.

【図10】 工事用組立式足場の幅方向の連結状態を示す
概略説明平面図
[Fig. 10] A schematic explanatory plan view showing a connected state in the width direction of the assembly type scaffold for construction.

【図11】 他の主梁の要部を示す斜視図FIG. 11 is a perspective view showing a main part of another main beam.

【図12】 単クランプの使用状態を示す側断面図FIG. 12 is a side sectional view showing a usage state of a single clamp.

【図13】 自在クランプの使用状態を示す側断面図FIG. 13 is a side sectional view showing a usage state of the universal clamp.

【図14】 横梁受け金具の使用状態を示す分解斜視図FIG. 14 is an exploded perspective view showing a usage state of the horizontal beam receiving bracket.

【図15】 他の横梁受け金具の使用状態を示す縦断面図FIG. 15 is a vertical cross-sectional view showing the usage state of another horizontal beam receiving bracket.

【図16】 他の横梁受け金具の使用状態を示す斜視図FIG. 16 is a perspective view showing a usage state of another horizontal beam receiving bracket.

【図17】 他の止め手段を示す主梁の縦断面図FIG. 17 is a vertical sectional view of a main beam showing another stopping means.

【図18】 同じく要部の平面図[FIG. 18] Similarly, a plan view of the main part

【図19】 他の止め手段の分解説明斜視図FIG. 19 is an exploded perspective view of another stopping means.

【図20】 同じく主梁の縦断面説明図[Fig. 20] Similarly, a vertical cross-sectional explanatory view of the main beam

【符号の説明】[Explanation of symbols]

A 工事用組立式足場 B 橋梁 1 主梁 2 横梁 3 パネル部材 4 単位足場 5 吊下条 6 梁部材 7 受け部材 8 止め手段 9 規制部材 10 嵌合突部 11 支持孔 12 連結手段 13 連結短管 14 連結ボルト 15 固定ナット 16 レベル調整
ボルト 17 溶接ナット 18 係止突片 19 角パイプ 20 挿通孔 21 孔 22 押圧板 23 支持ナット 24 固定リング 25 鍔部 26 螺孔 27 係止孔 28 貫通孔 29 アイボルト 30 単クランプ 31 螺軸 32 連結杆 33 自在クランプ 34 横梁受け金
具 35 係止部材 36 フック部材 37 ナット 38 Oリング 40 通孔 41 補強リング 42 支持板 43 固定螺孔 44 螺孔 45 取付ボルト
A Assembled scaffolding for construction B Bridge 1 Main beam 2 Horizontal beam 3 Panel member 4 Unit scaffold 5 Suspension strip 6 Beam member 7 Receiving member 8 Stopping means 9 Restricting member 10 Fitting projection 11 Supporting hole 12 Connecting means 13 Connecting short pipe 14 Connecting bolt 15 Fixing nut 16 Level adjusting bolt 17 Welding nut 18 Locking protrusion 19 Square pipe 20 Insert hole 21 Hole 22 Pressing plate 23 Support nut 24 Fixing ring 25 Collar 26 Screw hole 27 Locking hole 28 Through hole 29 Eye bolt 30 Single Clamp 31 Spiral Shaft 32 Connection Rod 33 Universal Clamp 34 Horizontal Beam Support Metal Fitting 35 Locking Member 36 Hook Member 37 Nut 38 O Ring 40 Through Hole 41 Reinforcement Ring 42 Support Plate 43 Fixing Screw Hole 44 Screw Hole 45 Mounting Bolt

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 主梁の上面に螺孔を設け、該螺孔を位置
させる貫通孔を有する固定リングを上から被せ、主梁表
面と固定リングを溶接したことを特徴とする足場の吊下
具等の止め構造。
1. A suspension of a scaffold, characterized in that a screw hole is provided on an upper surface of a main beam, a fixing ring having a through hole for positioning the screw hole is covered from above, and the surface of the main beam and the fixing ring are welded. Fixing structure for tools.
【請求項2】 上端に鍔部を設けて軸心方向に螺孔を有
する固定ナットを、主梁の上面に穿設した開口部に、挿
入して鍔部を係止させ、固定ナットの鍔部を主梁に溶接
した後、略中央に貫通孔を有する固定リングを、該貫通
孔と固定ナットの螺孔とを一致させて上から被せて主梁
に溶接したことを特徴とする足場の吊下具等の止め構
造。
2. A collar of a fixed nut, wherein a fixed nut having a flange at its upper end and having a screw hole in the axial direction is inserted into an opening formed in the upper surface of the main beam to lock the flange, After welding the portion to the main beam, a fixing ring having a through hole at substantially the center is welded to the main beam by covering the through hole and the screw hole of the fixing nut from above and welding the main beam. Stopping structure for hanging equipment.
【請求項3】 支持ナットを立設した支持板を、中空の
主梁内に位置させ、主梁上面の開口部から支持ナットを
突出させて、主梁上面から取付ボルトを貫通させて支持
板に螺合固定したことを特徴とする足場の吊下具等の止
め構造。
3. A support plate in which a support nut is erected is located inside a hollow main beam, the support nut is projected from an opening in the upper surface of the main beam, and a mounting bolt is penetrated from the upper surface of the main beam. A structure for fastening scaffolding suspenders, etc., characterized by being screwed and fixed to.
【請求項4】 アイボルトの螺軸部を上下に貫通させる
通孔を主梁の上面及び下面に穿設し、主梁の下面にアイ
ボルトの螺軸を螺合させる支持ナットを溶着したことを
特徴とする足場の吊下具等の止め構造。
4. A through hole for vertically penetrating a screw shaft portion of an eyebolt is formed in an upper surface and a lower surface of a main beam, and a supporting nut for screwing a screw shaft of the eyebolt is welded to a lower surface of the main beam. Stop structure for suspending equipment for scaffolding.
JP28176894A 1994-09-07 1994-11-16 Stopper construction of suspension device, etc., of scaffolding Pending JPH08128191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28176894A JPH08128191A (en) 1994-09-07 1994-11-16 Stopper construction of suspension device, etc., of scaffolding

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP6-213395 1994-09-07
JP21339594 1994-09-07
JP28176894A JPH08128191A (en) 1994-09-07 1994-11-16 Stopper construction of suspension device, etc., of scaffolding

Publications (1)

Publication Number Publication Date
JPH08128191A true JPH08128191A (en) 1996-05-21

Family

ID=26519783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28176894A Pending JPH08128191A (en) 1994-09-07 1994-11-16 Stopper construction of suspension device, etc., of scaffolding

Country Status (1)

Country Link
JP (1) JPH08128191A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018025060A (en) * 2016-08-12 2018-02-15 株式会社福田組 Suspension scaffolding formation member and auxiliary tool
JP2019090501A (en) * 2017-11-16 2019-06-13 株式会社神戸製鋼所 Gas supply device
JP2021139168A (en) * 2020-03-05 2021-09-16 ▲蔦▼井株式会社 Suspended scaffolding
JP2022076945A (en) * 2020-11-10 2022-05-20 ▲蔦▼井株式会社 Suspended scaffold

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018025060A (en) * 2016-08-12 2018-02-15 株式会社福田組 Suspension scaffolding formation member and auxiliary tool
JP2019090501A (en) * 2017-11-16 2019-06-13 株式会社神戸製鋼所 Gas supply device
JP2021139168A (en) * 2020-03-05 2021-09-16 ▲蔦▼井株式会社 Suspended scaffolding
JP2022076945A (en) * 2020-11-10 2022-05-20 ▲蔦▼井株式会社 Suspended scaffold

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