JP2007309029A - Single-pipe scaffold - Google Patents

Single-pipe scaffold Download PDF

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JP2007309029A
JP2007309029A JP2006140999A JP2006140999A JP2007309029A JP 2007309029 A JP2007309029 A JP 2007309029A JP 2006140999 A JP2006140999 A JP 2006140999A JP 2006140999 A JP2006140999 A JP 2006140999A JP 2007309029 A JP2007309029 A JP 2007309029A
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single pipe
scaffold
horizontal
pou
longitudinal direction
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Kazuo Ban
和夫 伴
Shintaro Kosake
慎太郎 小酒
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Alinco Inc
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Alinco Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a single-pipe scaffold which facilitates the dimensioning of the span of inner and external longitudinal single pipes and the dimensioning of a scaffold plate in a width direction and enables scaffold assembly work to be efficiently carried out and increases the rigidity of a scaffold. <P>SOLUTION: The single-pipe scaffold is provided with a horizontal brace form 4 and a handrail-brace frame 5. A clamp fastened to the inner longitudinal single pipe Pin and a clamp fastened to the external longitudinal single pipe Pou are installed with an interval F corresponding to the width dimension of the scaffold plate 2 at both the ends in the longitudinal direction of the horizontal brace form 4, and the intervals La, Lb of both the opposite clamps in the longitudinal direction of the scaffold plate are set to the dimensions corresponding to the predetermined spans Sa, Sb of the longitudinal single pipes Pin, Pou. The clamps fastened to the external longitudinal single pipe Pou are installed at upper and lower parts of both the ends in the longitudinal direction of the handrail-brace frame 5, and the intervals La, Lb of both the opposite clamps in the longitudinal direction of the scaffold plate are set to the dimensions corresponding to the predetermined spans Sa, Sb of the longitudinal single pipes Pou, Pou. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、マンション等の外壁補修工事に使用される単管足場に関するものである。   The present invention relates to a single pipe scaffold used for external wall repair work of an apartment or the like.

図10は従来の単管足場を建物の外側から見た正面図であり、図11は同単管足場の側面図で、ベランダの鼻先部が高い場合、(b) は同鼻先部が低い場合を示したものである。この単管足場は、建物のベランダの高鼻先部Wa又は低鼻先部Wbに支持ブラケット1を固定し、この支持ブラケット1には鼻先部Wa,Wbに近い内側縦地単管Pinを固定し、この内側縦地単管Pinの外側に外側縦地単管Pouを配置し、内側縦地単管Pinと外側縦地単管Pouとの間には足場板2のフック(図示せず)が掛合する伸縮自在の水平杆を有する伸縮ブラケット3を介装し、足場板長手方向に対向する伸縮ブラケット3,3の水平杆間に足場板2を掛架し、しかして内側縦地単管Pin及び外側縦地単管Pouを順次継ぎ足しながら、図10、図11に示すように多段状に組み立ててゆく。また、足場板長手方向に対向する外側縦地単管Pou,Pou間には各段の足場板2毎に、単管からなる手摺10を上下2段に取り付けるようにしている。   FIG. 10 is a front view of a conventional single-tube scaffold as viewed from the outside of the building. FIG. 11 is a side view of the single-tube scaffold, where the nose tip of the veranda is high, and (b) is the low tip of the nose. Is shown. This single-tube scaffold fixes the support bracket 1 to the high nose tip Wa or the low nose tip Wb of the veranda of the building, and the inner vertical single pipe Pin close to the nose tips Wa and Wb is fixed to the support bracket 1 An outer vertical single pipe Pou is arranged outside the inner vertical single pipe Pin, and a hook (not shown) of the scaffold plate 2 is engaged between the inner vertical single pipe Pin and the outer vertical single pipe Pou. The telescopic bracket 3 having a telescopic horizontal rod is interposed, the scaffold plate 2 is suspended between the horizontal rods of the telescopic brackets 3 and 3 facing in the longitudinal direction of the scaffold plate, and the inner vertical single pipe Pin and As shown in FIGS. 10 and 11, the outer vertical single pipes Pou are sequentially added and assembled in a multi-stage shape. Further, between the outer vertical single pipes Pou and Pou facing in the longitudinal direction of the scaffolding plate, a handrail 10 made of a single pipe is attached to the upper and lower two stages for each stage scaffolding plate 2.

上記のような従来の単管足場によると、足場の組み立てにあたって、内側縦地単管Pin及び外側縦地単管Pouを立設する時に、縦地単管のスパン(足場板長手方向に隣り合う縦地単管の軸芯間距離)を寸法出しするのに非常な手間がかかり、また内側縦地単管Pinと外側縦地単管Pouとの足場板幅方向間隔を寸法出しするのに、伸縮ブラケット3の水平杆を1本ごとに伸縮調整しながら、2段目縦地単管を取り付けるようにするため、その寸法出しに非常な手間がかかっていた。   According to the conventional single pipe scaffold as described above, when assembling the scaffold, when the inner vertical single pipe Pin and the outer vertical single pipe Pou are erected, the vertical single pipe span (adjacent to the longitudinal direction of the scaffold plate). To determine the distance between the inner vertical single pipe Pin and the outer vertical single pipe Pou in the width direction of the scaffold plate, it takes a great deal of time to measure the distance between the axial centers of the vertical single pipes. In order to attach the second-stage vertical single pipe while adjusting the expansion and contraction of the horizontal hooks of the expansion and contraction bracket 3 one by one, it took a lot of time and effort to determine the dimensions.

本発明は、内側及び外側縦地単管のスパンの寸法出し及び内側縦地単管と外側縦地単管との足場板幅方向間隔の寸法出しが容易で、足場の組立作業が能率良く行なえると共に、足場の剛性を高めることができる単管足場を提供することを目的とする。   The present invention makes it easy to dimension the span of the inner and outer vertical single pipes and the distance between the inner vertical single pipe and the outer vertical single pipe in the width direction of the scaffolding plate, so that the scaffold can be assembled efficiently. It is another object of the present invention to provide a single-tube scaffold that can increase the rigidity of the scaffold.

上記課題を解決するための手段を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明の単管足場は、建物のベランダ鼻先部Wa,Wbに支持ブラケット1を固定し、支持ブラケット1には建物に近接する内側縦地単管Pinを固定し、この内側縦地単管Pinの外側に外側縦地単管Pouを配置し、内側縦地単管Pinと外側縦地単管Pouとの間には足場板2のフックが掛合する伸縮自在の水平杆6を有する伸縮ブラケット3を介装し、足場板長手方向に対向する伸縮ブラケット3,3の水平杆6,6間に足場板2を掛架して、多段状に組み立てるようにした単管足場であって、
内側・外側の両水平材27,28、両水平材27,28の端部どうしをつなぐ両横材25,25、及び両水平材25,25間に斜めに張架されたブレス26からなる水平ブレス枠4と、上側・下側の両水平材29,29、両水平材29,29の端部どうしをつなぐ両縦材30,30、及び両水平材29,29間に斜めに張架されたブレス33からなる手摺兼ブレス枠5とを備え、
水平ブレス枠4は、その長手方向両端部に夫々、内側縦地単管Pinに掴締されるクランプ7と外側縦地単管Pouに掴締されるクランプ8とを、足場板2の幅寸法に対応する間隔Fで設けると共に、足場板長手方向に対向する両クランプ7,7(8,8)の間隔La,Lbを縦地単管Pin,Pouの所定スパンSa,Sbに対応する寸法に設定したもので、少なくとも1段目足場板2の下側に設置し、手摺兼ブレス枠5は、その長手方向両端部に夫々、外側縦地単管Pouに掴締されるクランプ9を上下部に設けると共に、足場板長手方向に対向する両クランプ9,9間の間隔La,Lbを縦地単管Pou,Pouの所定スパンSa,Sbに対応する寸法にしたもので、各段の外側縦地単管Pou,Pou間に設置することを特徴とする。
Means for solving the above problems will be described with reference numerals in the embodiments described later. The single-pipe scaffolding of the invention according to claim 1 fixes the support bracket 1 to the veranda nose tip portions Wa and Wb of the building. The inner vertical single pipe Pin close to the building is fixed to the support bracket 1 and the outer vertical single pipe Pou is arranged outside the inner vertical single pipe Pin. A telescopic bracket 3 having a telescopic horizontal rod 6 with which a hook of the scaffolding plate 2 is engaged is interposed between the ground pipe Pou and the horizontal rods 6 of the telescopic brackets 3, 3 facing the scaffolding plate longitudinal direction. A single-pipe scaffolding in which a scaffolding plate 2 is suspended between 6 and assembled in a multistage manner,
The inner and outer horizontal members 27, 28, the horizontal members 25, 25 that connect the ends of the horizontal members 27, 28, and the brace 26 that is stretched obliquely between the horizontal members 25, 25. It is stretched diagonally between the brace frame 4, the upper and lower horizontal members 29, 29, the vertical members 30, 30 connecting the ends of the horizontal members 29, 29, and the horizontal members 29, 29. A handrail / brace frame 5 made of a breath 33,
The horizontal brace frame 4 includes a clamp 7 clamped by the inner vertical single pipe Pin and a clamp 8 clamped by the outer vertical single pipe Pou at both ends in the longitudinal direction, respectively. The distances La and Lb between the clamps 7 and 7 (8 and 8) facing in the longitudinal direction of the scaffolding plate are set to dimensions corresponding to the predetermined spans Sa and Sb of the vertical single pipes Pin and Pou. Set at least under the first stage scaffolding plate 2, the handrail / brace frame 5 has clamps 9 clamped by the outer vertical single pipe Pou on both ends in the longitudinal direction. The intervals La and Lb between the clamps 9 and 9 facing in the longitudinal direction of the scaffolding plate are sized to correspond to the predetermined spans Sa and Sb of the vertical single pipes Pou and Pou. It is installed between the earth pipes Pou and Pou.

請求項2は、請求項1に記載の単管足場において、手摺兼ブレス枠5の両端部の足場板長手方向に対向する両クランプ9,9は、クランプ1個分程度上下に段違いになるように取り付けられていることを特徴とする。   The second aspect of the present invention is the single tube scaffold according to the first aspect, wherein the two clamps 9, 9 facing the scaffold plate longitudinal direction at both ends of the handrail / brace frame 5 are stepped up and down by about one clamp. It is attached to.

上記解決手段による発明の効果を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明の単管足場によれば、水平ブレス枠4は、その長手方向両端部に夫々、内側縦地単管Pinに掴締されるクランプ7と外側縦地単管Pouに掴締されるクランプ8とを、足場板2の幅寸法に対応する間隔Fで設けると共に、足場板長手方向に対向する両クランプ7,7(8,8)の間隔La,Lbを縦地単管Pin,Pouの所定スパンSa,Sbに対応する寸法に設定したものであり、手摺兼ブレス枠5は、その長手方向両端部に夫々、外側縦地単管Pouに掴締されるクランプ9を上下部に設けると共に、足場板長手方向に対向する両クランプ9,9間の間隔La,Lbを縦地単管Pou,Pouの所定スパンSa,Sbに対応する寸法にしたもので、単管足場を組み立てる際に、この水平ブレス枠4と手摺兼ブレス枠5を使用することにより、内側縦地単管Pinと外側縦地単管Pouとの間の足場板幅方向の寸法だし及び縦地単管Pin,Pouのスパンの寸法出しが容易で、単管足場の組立て作業が能率良く行なえる。   The effect of the invention by the above-described solution means will be described with reference numerals in the embodiments described later. According to the single-pipe scaffolding of the invention according to claim 1, the horizontal breath frame 4 is respectively provided at both longitudinal ends thereof. The clamp 7 clamped by the inner vertical single pipe Pin and the clamp 8 clamped by the outer vertical single pipe Pou are provided at an interval F corresponding to the width dimension of the scaffold plate 2, and the longitudinal direction of the scaffold plate The distances La and Lb between the two clamps 7 and 7 (8, 8) facing each other are set to dimensions corresponding to the predetermined spans Sa and Sb of the single vertical pipes Pin and Pou. Clamps 9 clamped by the outer vertical single pipe Pou are provided at the upper and lower parts at both ends in the longitudinal direction, and the distances La and Lb between the clamps 9 and 9 facing in the longitudinal direction of the scaffolding plate are set in the vertical direction. The dimensions corresponding to the predetermined spans Sa and Sb of the pipes Pou and Pou When assembling the single pipe scaffold, the horizontal brace frame 4 and the handrail / brace frame 5 are used to measure the width of the scaffold plate between the inner vertical single pipe Pin and the outer vertical single pipe Pou and It is easy to determine the span of the vertical single pipes Pin and Pou, and the single pipe scaffold can be assembled efficiently.

また、水平ブレス枠4は、内側・外側の両水平材27,28、両水平材27,28の端部どうしをつなぐ両横材25,25、及び両水平材25,25間に斜めに張架されたブレス26からなるものであり、手摺兼ブレス枠5は、上側・下側の両水平材29,29、両水平材29,29の端部どうしをつなぐ両縦材30,30、及び両水平材29,29間に斜めに張架されたブレス33からなるものであるため、水平ブレス枠4と手摺兼ブレス枠5を使用することによって、単管足場の剛性を高めることができる。   The horizontal brace frame 4 is slanted between the inner and outer horizontal members 27, 28, the two horizontal members 25, 25 that connect the ends of the horizontal members 27, 28, and the horizontal members 25, 25. The handrail / brace frame 5 includes the upper and lower horizontal members 29, 29, both vertical members 30, 30 connecting the ends of the horizontal members 29, 29, and Since it consists of the brace | cross 33 stretched diagonally between both the horizontal materials 29 and 29, the rigidity of a single pipe | tube scaffold can be improved by using the horizontal brace | frame 4 and the handrail and brace | frame 5.

請求項2に係る発明の単管足場によれば、手摺兼ブレス枠5の両端部の足場板長手方向に対向する両クランプ9,9がクランプ1個分程度上下に段違いになるように取り付けられているため、手摺兼ブレス枠5を手摺り長手方向に隣接して設置する場合、一方の手摺兼ブレス枠5のクランプと、これに隣接する他方の手摺兼ブレス枠5のクランプとが干渉することなく、各手摺兼ブレス枠5を同じレベルで体裁良く設置することができる。   According to the single-tube scaffold of the invention according to claim 2, the clamps 9 and 9 facing the scaffold plate longitudinal direction at both ends of the handrail / brace frame 5 are attached so as to be stepped up and down by about one clamp. Therefore, when the handrail / brace frame 5 is installed adjacent to the handrail longitudinal direction, the clamp of one handrail / brace frame 5 interferes with the clamp of the other handrail / brace frame 5 adjacent thereto. Without any problem, each handrail / brace frame 5 can be installed in good appearance at the same level.

以下に本発明の好適な実施形態を図面に基づいて説明すると、図1は本発明に係る単管足場を建物の外側から見た正面図であり、図2は同単管足場の側面図で、ベランダの鼻先部が高い場合、(b) は同鼻先部が低い場合を示したものである。図において、Waはベランダの高鼻先部、Wbはベランダの低鼻先部、Pin及びPouは足場用縦地単管で、Pinは建物に近接する側で足場板長手方向に所定のスパンで配置される内側縦地単管、Pouは内側縦地単管Pinから外側へ足場板の幅寸法に対応する間隔をもって配置される外側縦地単管で、足場板長手方向には内側縦地単管Pinと同じスパンで配置される。また1は支持ブラケット、2は足場板、3は伸縮ブラケット、4は水平ブレス枠、5は手摺兼ブレス枠である。   A preferred embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a front view of a single pipe scaffold according to the present invention as viewed from the outside of a building, and FIG. 2 is a side view of the single pipe scaffold. When the nose tip of the veranda is high, (b) shows the case where the nose tip is low. In the figure, Wa is the high nose tip of the veranda, Wb is the low nose tip of the veranda, Pin and Pou are the vertical single pipes for the scaffolding, and Pin is arranged with a predetermined span in the longitudinal direction of the scaffolding plate on the side close to the building. The inner vertical single pipe, Pou is an outer vertical single pipe arranged from the inner vertical single pipe Pin to the outside with a distance corresponding to the width dimension of the scaffold plate. Are arranged in the same span. Reference numeral 1 is a support bracket, 2 is a scaffold plate, 3 is a telescopic bracket, 4 is a horizontal brace frame, and 5 is a handrail / brace frame.

図3の(a) は図2の(a) の矢印Xで囲まれる部分の拡大図で、支持ブラケット1をベランダの高鼻先部Waに取り付けた状態の側面図、(b) は図2の(b) の矢印Yで囲まれる部分の拡大図で、支持ブラケット1をベランダの低鼻先部Wbに取り付けた状態の側面図、図4の(a) は支持ブラケット1の拡大詳細側面図、(b) はその平面図であり、また図5は伸縮ブラケット3の側面図である。図6の(a) は水平ブレス枠4の正面図、(b) は平面図、(c) は右側面図であり、図7の(a) は図6の(a) の矢印Qで囲まれる部分の拡大図であり、(b) は図7の(a) の矢印Rから見た図面である。図8の(a) は手摺兼ブレス枠5の正面図、(b) は平面図、(c) は右側面図であり、図9の(a) は図8の(a) の矢印Mで囲まれる部分の拡大図、(b) は図9の(a) の矢印Nから見た図面である。   3 (a) is an enlarged view of the portion surrounded by the arrow X in FIG. 2 (a), and is a side view of the state where the support bracket 1 is attached to the high nose tip Wa of the veranda. FIG. 4B is an enlarged view of a portion surrounded by an arrow Y, and is a side view of the support bracket 1 attached to the low nose tip portion Wb of the veranda. FIG. 4A is an enlarged detailed side view of the support bracket 1; b) is a plan view thereof, and FIG. 5 is a side view of the telescopic bracket 3. 6 (a) is a front view of the horizontal brace frame 4, (b) is a plan view, (c) is a right side view, and FIG. 7 (a) is surrounded by an arrow Q in FIG. 6 (a). (B) is a drawing viewed from the arrow R in FIG. 7 (a). 8 (a) is a front view of the handrail / brace frame 5, (b) is a plan view, (c) is a right side view, and FIG. 9 (a) is indicated by an arrow M in FIG. 8 (a). FIG. 9B is an enlarged view of the enclosed part, and FIG. 9B is a drawing viewed from the arrow N in FIG.

支持ブラケット1は、図3及び図4から分かるように、鼻先部Wa,Wbの上端面に沿うように水平に配置される水平材11と、この水平材11の基端部から垂直下向きに延びる垂直材12とでL字状に形成されたブラケット本体13からなるもので、水平材11にはスライド部材14を所要位置で固定用ボルト15により固定可能に取り付け、このスライド部材14の下端部に締付用螺軸16を螺装すると共に、締付用螺軸16の先端部に当て金17を取り付け、そして垂直材12には、内側縦地単管Pinを掴締するクランプ18を取り付けている。クランプ18は周知のパイプクランプで、図7及び図9に示すような構造のものである。   As can be seen from FIGS. 3 and 4, the support bracket 1 extends horizontally downward from the horizontal member 11 horizontally disposed along the upper end surfaces of the nose tip portions Wa and Wb, and the base end portion of the horizontal member 11. It consists of a bracket body 13 formed in an L shape with a vertical member 12, and a slide member 14 is attached to the horizontal member 11 so as to be fixed by a fixing bolt 15 at a required position, The fastening screw shaft 16 is screwed, a stopper 17 is attached to the tip of the fastening screw shaft 16, and the vertical member 12 is attached with a clamp 18 for gripping and tightening the inner vertical single pipe Pin. Yes. The clamp 18 is a known pipe clamp and has a structure as shown in FIGS.

この支持ブラケット1の使用にあたっては、ブラケット本体13の水平材11をベランダ鼻先部Wa,Wbの上端面に載せ、垂直材12を鼻先部Wa,Wbの外側面に当て付けた状態で、ベランダの内側から締付用螺軸16を締付方向に回転させながら、先端部の当て金17を鼻先部Wa,Wbの内側面に圧接することによって、ブラケット本体13を鼻先部Wa,Wbに固定することができる。   When the support bracket 1 is used, the horizontal member 11 of the bracket body 13 is placed on the upper end surfaces of the veranda nose tip portions Wa and Wb, and the vertical member 12 is applied to the outer side surfaces of the nose tip portions Wa and Wb. The bracket main body 13 is fixed to the nose tip portions Wa and Wb by pressing the stopper 17 at the tip portion against the inner side surface of the nose tip portions Wa and Wb while rotating the fastening screw shaft 16 in the tightening direction from the inside. be able to.

伸縮ブラケット3は、図5に示すように、足場板2のフック(図示せず)が掛合する伸縮自在の水平杆6と、この水平杆6の基端部から垂直下向きに延びる垂直杆19とからなるブラケット本体20を有する。水平杆6は、筒状の固定杆6aと、この筒状固定杆6aに伸縮自在に嵌合された伸縮杆6bとからなるもので、固定杆6aの先端部には、伸縮杆6bを所要の伸縮位置で固定杆6aに固定する固定用ボルト21を設け、伸縮杆6bの先端部には外側縦地単管Pouに掴締されるクランプ22を設け、垂直杆19には、内側縦地単管Pinに掴締されるクランプ23と、その内側縦地単管Pinを受ける受け金具24を設けている。また、筒状固定杆6aの先端部と垂直杆19との間にブレス25を張架している。クランプ22,23も、図7及び図9に示すような構造の周知のパイプクランプである。   As shown in FIG. 5, the telescopic bracket 3 includes a telescopic horizontal rod 6 with which a hook (not shown) of the scaffolding plate 2 is engaged, and a vertical rod 19 extending vertically downward from the base end of the horizontal rod 6. A bracket body 20 made of The horizontal rod 6 is composed of a cylindrical fixing rod 6a and an expansion / contraction rod 6b that is telescopically fitted to the cylindrical fixing rod 6a. A telescopic rod 6b is required at the tip of the fixing rod 6a. The fixing bolt 21 for fixing to the fixing rod 6a is provided at the expansion / contraction position, the clamp 22 clamped by the outer vertical single pipe Pou is provided at the tip of the expansion / contraction rod 6b, and the inner vertical ground is provided on the vertical rod 19 The clamp 23 clamped by the single pipe Pin and the receiving metal fitting 24 which receives the inner vertical single pipe Pin are provided. A brace 25 is stretched between the tip of the cylindrical fixed rod 6a and the vertical rod 19. The clamps 22 and 23 are also known pipe clamps having a structure as shown in FIGS.

この伸縮ブラケット3の使用にあたっては、図3に示すように、ベランダ鼻先部Wa,Wbに固定の支持ブラケット1で支持された内側縦地単管Pinの所要部に垂直杆19側のクランプ23を掴締させ且つ受け金具24を受けさせて固定させた状態で、水平杆6を適宜に伸縮させて、その先端部のクランプ22を外側縦地単管Pouに掴締させるようにすればよい。   When using the telescopic bracket 3, as shown in FIG. 3, a clamp 23 on the vertical rod 19 side is attached to a required portion of the inner vertical single pipe Pin supported by the support bracket 1 fixed to the veranda nose tip portions Wa and Wb. In a state where it is clamped and the receiving bracket 24 is received and fixed, the horizontal rod 6 may be appropriately expanded and contracted to clamp the clamp 22 at the tip of the single vertical tube Pou.

水平ブレス枠4は、図6(a) ,(b) ,(c) に示すように、内側水平材27と、外側水平材28と、両水平材27,28の端部どうしをつなぐ両横材25,25と、両水平材27,28間に斜めに張架されたブレス26とからなるもので、同図(a) から分かるように、両横材25,25の夫々の両端部に、内側縦地単管Pinに掴締されるクランプ7と外側縦地単管Pouに掴締されるクランプ8とを、足場板2の幅寸法に対応する間隔Fで設けると共に、足場板長手方向に対向する両クランプ7,7(8,8)の間隔La,Lbを縦地単管Pin,Pouの所定スパンSa,Sb(図1参照)に対応する寸法に設定したものである。尚、図1に示すように、縦地単管間のスパンであるSaとSbは寸法が異なっており、しかして足場板長手方向に対向する両クランプ7,7(8,8)の間隔LaはスパンSaに対応する寸法に設定され、両クランプ7,7(8,8)の間隔LbはスパンSbに対応する寸法に設定される。   As shown in FIGS. 6 (a), 6 (b), and 6 (c), the horizontal brace frame 4 has an inner horizontal member 27, an outer horizontal member 28, and both sides connecting the ends of the horizontal members 27, 28. It consists of a material 25, 25 and a brace 26 stretched obliquely between both horizontal members 27, 28, as can be seen from FIG. The clamp 7 clamped by the inner vertical single pipe Pin and the clamp 8 clamped by the outer vertical single pipe Pou are provided at an interval F corresponding to the width dimension of the scaffold plate 2, and the longitudinal direction of the scaffold plate The distances La and Lb between the two clamps 7 and 7 (8, 8) facing each other are set to dimensions corresponding to predetermined spans Sa and Sb (see FIG. 1) of the vertical ground single pipes Pin and Pou. As shown in FIG. 1, Sa and Sb which are spans between single vertical pipes have different dimensions, and the distance La between the clamps 7 and 7 (8, 8) facing in the longitudinal direction of the scaffolding plate. Is set to a dimension corresponding to the span Sa, and the distance Lb between the clamps 7 and 7 (8, 8) is set to a dimension corresponding to the span Sb.

各クランプ7,8は、図7の(a) ,(b) に示すような周知構造のパイプクランプで、固定把持部材31と可動把持部材32とからなり、固定・可動の両把持部材31,32は枢軸37により互いに開閉するように枢着され、固定把持部材31の基端部には締付用ボルト34が回動軸36に回動自在に取り付けられ、可動把持部材32の遊端部には締付用ボルト34が挿入される挿入溝32aが設けてあって、水平ブレス枠4の水平材27,28の端部に固着されたコ字状取付片39に固定把持部材31がボルト38で取付け固定されている。このクランプ7,8で縦地単管Pin,Pouを掴締する時は、可動把持部材32を回動開放して、両把持部材31,32で縦地単管Pin,Pouの抱持し、締付用ボルト34を挿入溝37に係合させて外側からナット35で両把持部材31,32を締め付けるようにする。   Each of the clamps 7 and 8 is a pipe clamp having a well-known structure as shown in FIGS. 7A and 7B, and includes a fixed holding member 31 and a movable holding member 32. Both the fixed and movable holding members 31, 32 is pivotally attached to a shaft 37 so as to open and close each other, and a fastening bolt 34 is rotatably attached to a rotating shaft 36 at a base end portion of the fixed gripping member 31, and a free end portion of the movable gripping member 32. Is provided with an insertion groove 32a into which the fastening bolt 34 is inserted, and the fixed gripping member 31 is bolted to the U-shaped mounting piece 39 fixed to the ends of the horizontal members 27 and 28 of the horizontal breath frame 4. 38 is fixedly attached. When the vertical ground single pipes Pin and Pou are clamped by the clamps 7 and 8, the movable gripping member 32 is rotated and opened, and the vertical ground single pipes Pin and Pou are held by the gripping members 31 and 32. The fastening bolts 34 are engaged with the insertion grooves 37, and the gripping members 31 and 32 are fastened with the nuts 35 from the outside.

手摺兼ブレス枠5は、図8(a) ,(b) ,(c) に示すように、上側・下側の水平材29,29と、両水平材29,29の端部どうしをつなぐ両縦材30,30と、両水平材29,29間に斜めに張架されたブレス33とからなるもので、同図の(a) から分かるように、各縦材30の上下両端部に、外側縦地単管Pouに掴締されるクランプ9を上下部に設けると共に、足場板長手方向に対向する両クランプ9,9間の間隔La,Lbを縦地単管in,Pouの所定スパンSa,Sb(図1参照)に対応する寸法に設定したものである。尚、間隔LaはスパンSaに対応する寸法に設定され、間隔LbはスパンSbに対応する寸法に設定される。   As shown in FIGS. 8 (a), 8 (b), and 8 (c), the handrail / brace frame 5 is formed by connecting the upper and lower horizontal members 29, 29 and the ends of the horizontal members 29, 29 together. It consists of vertical members 30, 30 and a brace 33 stretched obliquely between both horizontal members 29, 29. As can be seen from (a) of FIG. Clamps 9 clamped by the outer vertical single pipe Pou are provided on the upper and lower parts, and the distances La and Lb between the clamps 9 and 9 facing in the longitudinal direction of the scaffolding plate are set to a predetermined span Sa of the vertical single pipes in and Pou. , Sb (see FIG. 1). The interval La is set to a dimension corresponding to the span Sa, and the interval Lb is set to a dimension corresponding to the span Sb.

また図8の(a) から分かるように、手摺兼ブレス枠5の両端部の足場板長手方向に対向する両クランプ9,9は、クランプ1個分程度上下に段違いになるように取り付けられている。これは、手摺兼ブレス枠5を手摺り長手方向に隣接して設置する場合、一方の手摺兼ブレス枠5のクランプと、これに隣接する他方の手摺兼ブレス枠5のクランプとが同一レベルに設けてあると、クランプ9,9どうしが干渉して、外側縦地単管Pouへのクランプの取付けができないからである。従って、両端部の足場板長手方向に対向するクランプ9,9をクランプ1個分程度上下に段違いになるように取り付けることにより、各手摺兼ブレス枠5を同じレベルで体裁良く設置することができる。   As can be seen from FIG. 8 (a), the clamps 9 and 9 facing the longitudinal direction of the scaffolding plate at both ends of the handrail / brace frame 5 are mounted so as to be stepped up and down by about one clamp. Yes. This is because when the handrail / brace frame 5 is installed adjacent to the handrail in the longitudinal direction, the clamp of one handrail / brace frame 5 and the clamp of the other handrail / brace frame 5 adjacent thereto are at the same level. This is because the clamps 9 and 9 interfere with each other so that the clamp cannot be attached to the outer vertical single pipe Pou. Therefore, by attaching the clamps 9 and 9 facing the longitudinal direction of the scaffolding plate at both ends so as to be stepped up and down by about one clamp, each handrail / brace frame 5 can be installed in a good manner at the same level. .

手摺兼ブレス枠5の各クランプ9は、図9の(a) ,(b) に示しているが、図7の(a) ,(b) により説明した水平ブレス枠4のクランプ7,8と同じ構造であるため、同じ部材については同一符号を付して説明を省略する。   The clamps 9 of the handrail / brace frame 5 are shown in FIGS. 9 (a) and 9 (b). The clamps 7 and 8 of the horizontal brace frame 4 described with reference to FIGS. 7 (a) and 7 (b) Since they have the same structure, the same members are denoted by the same reference numerals and description thereof is omitted.

次に、上記のように構成される単管足場の組立てについて図1、図2及び他の図面を適宜参照しながら説明する。先ず、建物のベランダの高鼻先部Wa又は低鼻先部Wbに支持ブラケット1を固定し、この支持ブラケット1に内側縦地単管Pinをクランプ18で固定して鉛直姿勢に保持する。この内側縦地単管Pinに1段目の伸縮ブラケット3の一端部側をクランプ23(図5参照)で固定する。各伸縮ブラケット3の水平杆6は収縮状態にしておく。   Next, assembly of the single tube scaffold configured as described above will be described with reference to FIGS. 1 and 2 and other drawings as appropriate. First, the support bracket 1 is fixed to the high nose tip portion Wa or the low nose tip portion Wb of the veranda of the building, and the inner vertical single pipe Pin is fixed to the support bracket 1 by the clamp 18 and held in a vertical posture. One end of the first extension bracket 3 is fixed to the inner vertical single pipe Pin with a clamp 23 (see FIG. 5). The horizontal rod 6 of each telescopic bracket 3 is kept in a contracted state.

そして、例えば図1の右端に配置した外側縦地単管Pou及びこれの内側に対向位置する内側縦地単管Pinの夫々の下端部に、図6に示す水平ブレス枠4の一端部のクランプ7,8を夫々掴締させ、同水平ブレス枠4の他端部にあるクランプ7,8を、図1の右端から2番目に配置した外側縦地単管Pou及びこれの内側に設置されている内側縦地単管Pinに掴締させ、しかして各外側縦地単管Pouを鉛直姿勢とした状態で、伸縮ブラケット3の水平杆6を延ばし、その先端部のクランプ22を外側縦地単管Pouに掴締させると、水平ブレス枠4とその上側にある伸縮ブラケット3とによって足場板2の幅が決まる。   Then, for example, clamps at one end of the horizontal brace frame 4 shown in FIG. 6 are attached to the lower ends of the outer vertical single pipe Pou arranged at the right end of FIG. 1 and the inner vertical single pipe Pin positioned opposite to the inner vertical single pipe Pou. 7 and 8 are respectively clamped, and clamps 7 and 8 at the other end of the horizontal brace frame 4 are installed on the outside vertical single pipe Pou arranged second from the right end in FIG. In the state where each inner vertical ground pipe Pin is clamped and each outer vertical ground pipe Pou is in a vertical posture, the horizontal rod 6 of the telescopic bracket 3 is extended, and the clamp 22 at the tip thereof is connected to the outer vertical ground single pipe. When the pipe Pou is clamped, the width of the scaffold plate 2 is determined by the horizontal brace frame 4 and the telescopic bracket 3 on the upper side.

こうして足場板2の幅が決まれば、足場板長手方向に対向する伸縮ブラケット3,3の水平杆6,6間に1段目足場板2を掛架し、そして図1に示すように足場板2よりも高い位置で足場板長手方向に対向する外側縦地単管Pou,Pou間に手摺兼ブレス枠5を設置する。この手摺兼ブレス枠5の設置に際しては、外側縦地単管Pou,Pou間に手摺兼ブレス枠5を配置して、このブレス枠5の両端部のクランプ9,9を外側縦地単管Pou,Pouに掴締させればよい。   When the width of the scaffolding plate 2 is thus determined, the first-stage scaffolding plate 2 is hung between the horizontal rods 6 and 6 of the telescopic brackets 3 and 3 facing in the longitudinal direction of the scaffolding plate, and as shown in FIG. A handrail-and-breath frame 5 is installed between the outer vertical single pipes Pou and Pou facing the scaffolding plate longitudinal direction at a position higher than 2. When the handrail / brace frame 5 is installed, the handrail / brace frame 5 is disposed between the outer vertical single pipes Pou, Pou, and the clamps 9, 9 at both ends of the breath frame 5 are connected to the outer vertical single pipe Pou. , Pou can be clamped.

1段目の足場板2及びその手摺兼ブレス枠5を取り付けた後、内側縦地単管Pinに固定した2段目足場板掛架用伸縮ブラケット3の水平杆6を延ばして、その先端部のクランプ22を外側縦地単管Pouに掴締させ、しかして足場板長手方向に対向する伸縮ブラケット3,3の水平杆6,6間に2段目足場板2を掛架し、そしてその足場板2より高い位置で足場板長手方向に対向する外側縦地単管Pou,Pou間に手摺兼ブレス枠5を設置する。また、図2に示すように、1段目足場板2の手摺兼ブレス枠5と2段目足場板2の手摺兼ブレス枠5との間に設置してある伸縮ブラケット3も、その水平杆6を延ばして、先端部のクランプ22を外側縦地単管Pouに掴締させる。   After attaching the first-stage scaffolding plate 2 and its handrail / brace frame 5, the horizontal rod 6 of the second-stage scaffolding plate extension bracket 3 fixed to the inner vertical single pipe Pin is extended, and its tip The second stage scaffolding plate 2 is hung between the horizontal rods 6 and 6 of the telescopic brackets 3 and 3 opposed to the longitudinal direction of the scaffolding plate, A handrail / brace frame 5 is installed between the outer vertical single pipes Pou and Pou facing the longitudinal direction of the scaffolding plate at a position higher than the scaffolding plate 2. Further, as shown in FIG. 2, the telescopic bracket 3 installed between the handrail / brace frame 5 of the first stage scaffolding plate 2 and the handrail / brace frame 5 of the second stage scaffolding plate 2 is also provided with the horizontal hook. 6 is extended and the clamp 22 of the front-end | tip part is clamped by the outer vertical single pipe Pou.

2段目の足場板2及びその手摺兼ブレス枠5を取り付けた後、内側縦地単管Pinに固定した2段目足場板掛架用伸縮ブラケット3の水平杆6を延ばして、その先端部のクランプ22を外側縦地単管Pouに掴締させ、しかして足場板長手方向に対向する伸縮ブラケット3,3の水平杆6,6間に3段目足場板2を掛架し、その足場板2より高い位置で足場板長手方向に対向する外側縦地単管Pou,Pou間に手摺兼ブレス枠5を設置する。以降も、上記同様な操作を行なうことによって、多段状単管足場を組み立てる。   After attaching the second-stage scaffolding plate 2 and its handrail / brace frame 5, the horizontal rod 6 of the second-stage scaffolding plate extension telescopic bracket 3 fixed to the inner vertical single pipe Pin is extended, and its tip The clamp 22 is clamped to the outer vertical single pipe Pou, and the third stage scaffolding plate 2 is hung between the horizontal rods 6 and 6 of the telescopic brackets 3 and 3 facing in the longitudinal direction of the scaffolding plate. A handrail-and-breath frame 5 is installed between the outer vertical single pipes Pou and Pou facing the longitudinal direction of the scaffolding plate at a position higher than the plate 2. Thereafter, the multistage single-tube scaffold is assembled by performing the same operation as described above.

この実施形態では、水平ブレス枠4は、1段目足場板2の下側、3段目足場板2の下側、及び4段目足場板2の下側に設けてあるが、各段の足場板2の下側に設けてもよいし、1段目足場板2の下側にのみ設けてもよい。   In this embodiment, the horizontal brace frame 4 is provided on the lower side of the first stage scaffolding plate 2, the lower side of the third stage scaffolding plate 2, and the lower side of the fourth stage scaffolding plate 2. It may be provided on the lower side of the scaffolding plate 2 or may be provided only on the lower side of the first stage scaffolding plate 2.

また実施形態では、縦地単管Pin,Pouのスパンは、Saと、これよりも長いSbとが交互に繰り返す2種類のスパンとなっているから、この実施形態の単管足場にあっては、水平ブレス枠4及び手摺兼ブレス枠5は夫々2種類のものが使用される。   In the embodiment, the span of the vertical single pipes Pin and Pou has two types of spans in which Sa and Sb longer than this are alternately repeated. Therefore, in the single pipe scaffold of this embodiment, Two types of horizontal brace frame 4 and handrail / brace frame 5 are used.

以上説明したように、この発明の単管足場では、水平ブレス枠4は、その長手方向両端部に夫々、内側縦地単管Pinに掴締されるクランプ7と外側縦地単管Pouに掴締されるクランプ8とを、足場板2の幅寸法に対応する間隔Fで設けると共に、足場板長手方向に対向する両クランプ7,7(8,8)の間隔La,Lbを縦地単管Pin,Pouの所定スパンSa,Sbに対応する寸法に設定したものであり、また手摺兼ブレス枠5は、その長手方向両端部に夫々、外側縦地単管Pouに掴締されるクランプ9を上下部に設けると共に、足場板長手方向に対向する両クランプ9,9間の間隔La,Lbを縦地単管Pou,Pouの所定スパンSa,Sbに対応する寸法にしたもので、単管足場を組み立てる際に、この水平ブレス枠4と手摺兼ブレス枠5を使用することにより、内側縦地単管Pinと外側縦地単管Pouとの間の足場板幅方向の寸法だし及び縦地単管Pin,Pouのスパンの寸法出しが容易となり、単管足場の組立て作業を能率良く行なうことができる。   As described above, in the single pipe scaffold of the present invention, the horizontal brace frame 4 is gripped by the clamp 7 that is clamped by the inner vertical single pipe Pin and the outer vertical single pipe Pou at both ends in the longitudinal direction. The clamps 8 to be tightened are provided at intervals F corresponding to the width dimension of the scaffolding plate 2, and the intervals La and Lb between both clamps 7 and 7 (8, 8) facing in the longitudinal direction of the scaffolding plate 2 Pins and Pou are set to dimensions corresponding to predetermined spans Sa and Sb, and the handrail / brace frame 5 has clamps 9 clamped by the outer vertical single pipe Pou at both ends in the longitudinal direction, respectively. It is provided at the upper and lower parts, and the distances La and Lb between the clamps 9 and 9 facing in the longitudinal direction of the scaffold plate are dimensioned to correspond to the predetermined spans Sa and Sb of the vertical single pipes Pou and Pou. When assembling the horizontal brace frame 4 and the handrail / brace frame 5 By doing so, it becomes easy to measure the width of the scaffold plate between the inner vertical single pipe Pin and the outer vertical single pipe Pou and the span of the vertical single pipes Pin, Pou, and assemble the single pipe scaffold. Work can be done efficiently.

また、水平ブレス枠4は、内側・外側の両水平材27,28、両水平材27,28の端部どうしをつなぐ両横材25,25、及び両水平材25,25間に斜めに張架されたブレス26からなるものであり、手摺兼ブレス枠5は、上側・下側の両水平材29,29、両水平材29,29の端部どうしをつなぐ両縦材30,30、及び両水平材29,29間に斜めに張架されたブレス33からなるものであるため、これらの水平ブレス枠4と手摺兼ブレス枠5を使用することにより、単管足場の剛性を高めることができる。   The horizontal brace frame 4 is slanted between the inner and outer horizontal members 27, 28, the two horizontal members 25, 25 that connect the ends of the horizontal members 27, 28, and the horizontal members 25, 25. The handrail / brace frame 5 includes the upper and lower horizontal members 29, 29, both vertical members 30, 30 connecting the ends of the horizontal members 29, 29, and Since it is composed of the brace 33 stretched obliquely between the two horizontal members 29, 29, the use of these horizontal brace frame 4 and handrail / brace frame 5 can increase the rigidity of the single pipe scaffold. it can.

本発明に係る単管足場を建物の外側から見た正面図である。It is the front view which looked at the single pipe scaffold which concerns on this invention from the outer side of a building. 同単管足場の側面図で、ベランダの鼻先部が高い場合、(b) は同鼻先部が低い場合を示したものである。In the side view of the single-tube scaffold, when the nose tip of the veranda is high, (b) shows the case where the nose tip is low. (a) は図2の(a) の矢印Xで囲まれる部分の拡大図で、支持ブラケットをベランダの高鼻先部に取り付けた状態の側面図、(b) は図2の(a) の矢印Yで囲まれる部分の拡大図である。(a) is an enlarged view of the part surrounded by arrow X in FIG. 2 (a), a side view with the support bracket attached to the high nose tip of the veranda, and (b) in FIG. 2 (a). It is an enlarged view of a portion surrounded by Y. 支持ブラケットをベランダの低鼻先部に取り付けた状態の側面図である。It is a side view of the state which attached the support bracket to the low nose tip part of the veranda. (a) は支持ブラケットの拡大詳細側面図、(b) はその平面図である。(a) is an enlarged detailed side view of the support bracket, and (b) is a plan view thereof. 伸縮ブラケットの側面図である。It is a side view of an expansion-contraction bracket. (a) は図6の(a) の矢印Qで囲まれる部分の拡大図、(b) は図6の(b) の矢印Rから見た図面である。(a) is an enlarged view of a portion surrounded by an arrow Q in (a) of FIG. 6, and (b) is a drawing viewed from an arrow R in (b) of FIG. 6. (a) は手摺兼ブレス枠の正面図、(b) は平面図、(c) は右側面図である。(a) is a front view of a handrail / brace frame, (b) is a plan view, and (c) is a right side view. (a) は図8の(a) の矢印Mで囲まれる部分の拡大図、(b) は図8の(b) の矢印Nから見た図面である。(a) is an enlarged view of a portion surrounded by an arrow M in (a) of FIG. 8, and (b) is a drawing viewed from an arrow N in (b) of FIG. 従来の単管足場を建物の外側から見た正面図である。It is the front view which looked at the conventional single pipe scaffold from the outside of a building. 同単管足場の側面図で、(a) はベランダの鼻先部が高い場合、(b) は同鼻先部が低い場合を示したものである。In the side view of the single tube scaffold, (a) shows the case where the nose tip of the veranda is high, and (b) shows the case where the nose tip is low.

符号の説明Explanation of symbols

Pin 内側縦地単管
Pou 外側縦地単管
1 支持ブラケット
2 足場板
3 伸縮ブラケット
4 水平ブレス枠
5 手摺兼ブレス枠
6 伸縮ブラケットの水平杆
7,8 水平ブレス枠のクランプ
9 手摺兼ブレス枠のクランプ
Pin Inner vertical single pipe Pou Outer vertical single pipe 1 Support bracket 2 Scaffolding plate 3 Telescopic bracket 4 Horizontal brace frame 5 Handrail / brace frame 6 Horizontal bracket 7, 8 Horizontal brace frame clamp 9 Handrail / brace frame Clamp

Claims (2)

建物のベランダ鼻先部に支持ブラケットを固定し、支持ブラケットには建物に近接する内側縦地単管を固定し、この内側縦地単管の外側に外側縦地単管を配置し、内側縦地単管と外側縦地単管との間には足場板のフックが掛合する伸縮自在の水平杆を有する伸縮ブラケットを介装し、足場板長手方向に対向する伸縮ブラケットの水平杆間に足場板を掛架して、多段状に組み立てるようにした単管足場であって、
内側・外側の両水平材、両水平材の端部どうしをつなぐ両横材、及び両水平材間に斜めに張架されたブレスからなる水平ブレス枠と、上側・下側の両水平材、両水平材の端部どうしをつなぐ両縦材、及び両水平材間に斜めに張架されたブレスからなる手摺兼ブレス枠とを備え、
水平ブレス枠は、その長手方向両端部に夫々、内側縦地単管に掴締されるクランプと外側縦地単管に掴締されるクランプとを、足場板の幅寸法に対応する間隔で設けると共に、足場板長手方向に対向する両クランプの間隔を縦地単管の所定スパンに対応する寸法に設定したもので、少なくとも1段目足場板の下側に設置し、手摺兼ブレス枠は、その長手方向両端部に夫々、外側縦地単管に掴締されるクランプを上下部に設けると共に、足場板長手方向に対向する両クランプ間の間隔を縦地単管の所定スパンに対応する寸法にしたもので、各段の外側縦地単管間に設置することを特徴とする単管足場。
A support bracket is fixed to the nose of the veranda of the building, and an inner vertical single pipe close to the building is fixed to the support bracket. An outer vertical single pipe is arranged outside the inner vertical single pipe, and an inner vertical ground is arranged. Between the single pipe and the outer vertical single pipe, an elastic bracket with a stretchable horizontal rod that hooks the hook of the scaffold plate is interposed, and the scaffold plate is between the horizontal brackets of the telescopic bracket facing the longitudinal direction of the scaffold plate It is a single pipe scaffold that is hung and assembled in a multi-stage shape,
Both inner and outer horizontal members, both horizontal members that connect the ends of both horizontal members, a horizontal brace frame consisting of a brace stretched diagonally between both horizontal members, and both upper and lower horizontal members, Both vertical members that connect the ends of both horizontal members, and a handrail and brace frame consisting of a brace stretched diagonally between both horizontal members,
The horizontal brace frame is provided with clamps clamped by the inner vertical single pipe and clamps clamped by the outer vertical single pipe at intervals corresponding to the width dimension of the scaffolding plate at both ends in the longitudinal direction. In addition, the distance between both clamps facing in the longitudinal direction of the scaffolding plate is set to a dimension corresponding to a predetermined span of the vertical ground single pipe, installed at least under the first stage scaffolding plate, Clamps clamped by the outer vertical single pipe are provided at the upper and lower parts at both ends in the longitudinal direction, and the distance between both clamps facing the longitudinal direction of the scaffold plate corresponds to the predetermined span of the vertical single pipe A single-tube scaffold characterized by being installed between the outer vertical single tubes at each stage.
手摺兼ブレス枠の両端部の足場板長手方向に対向する両クランプは、クランプ1個分程度上下に段違いになるように取り付けられていることを特徴とする請求項1に記載の単管足場。
The single-tube scaffold according to claim 1, wherein both clamps facing in the longitudinal direction of the scaffolding plate at both ends of the handrail / brace frame are attached so as to be stepped up and down by about one clamp.
JP2006140999A 2006-05-22 2006-05-22 Single-pipe scaffold Pending JP2007309029A (en)

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Cited By (6)

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Publication number Priority date Publication date Assignee Title
CN102322134A (en) * 2011-06-14 2012-01-18 刘群 Method for determining difference in bearing capacities of fastener-type full space support frame and full space scaffold
CN102677881A (en) * 2012-06-07 2012-09-19 刘群 Method for improving bearing capacity of support frame by reducing length of top layer cantilever of support frame
CN103255907A (en) * 2013-05-17 2013-08-21 山东兴华建设集团有限公司 Overhanging type scaffold
CN104074371A (en) * 2014-06-26 2014-10-01 重庆一建建设集团有限公司 Building engineering assembled support seat
JP2015061965A (en) * 2013-08-19 2015-04-02 株式会社トータル環境 Highrise building and maintenance method for the same
CN104695692A (en) * 2015-02-13 2015-06-10 中国五冶集团有限公司 Scaffold on basis of resistance wall of coke oven

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102322134A (en) * 2011-06-14 2012-01-18 刘群 Method for determining difference in bearing capacities of fastener-type full space support frame and full space scaffold
CN102677881A (en) * 2012-06-07 2012-09-19 刘群 Method for improving bearing capacity of support frame by reducing length of top layer cantilever of support frame
CN103255907A (en) * 2013-05-17 2013-08-21 山东兴华建设集团有限公司 Overhanging type scaffold
CN103255907B (en) * 2013-05-17 2015-06-03 山东兴华建设集团有限公司 Overhanging type scaffold
JP2015061965A (en) * 2013-08-19 2015-04-02 株式会社トータル環境 Highrise building and maintenance method for the same
JPWO2015025565A1 (en) * 2013-08-19 2017-03-02 株式会社トータル環境 High-rise building and its maintenance method
CN104074371A (en) * 2014-06-26 2014-10-01 重庆一建建设集团有限公司 Building engineering assembled support seat
CN104695692A (en) * 2015-02-13 2015-06-10 中国五冶集团有限公司 Scaffold on basis of resistance wall of coke oven

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