JP2006233478A - Load bearing stage mounting device for prefabricated scaffolding - Google Patents

Load bearing stage mounting device for prefabricated scaffolding Download PDF

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JP2006233478A
JP2006233478A JP2005046890A JP2005046890A JP2006233478A JP 2006233478 A JP2006233478 A JP 2006233478A JP 2005046890 A JP2005046890 A JP 2005046890A JP 2005046890 A JP2005046890 A JP 2005046890A JP 2006233478 A JP2006233478 A JP 2006233478A
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frame
vertical
shaped building
attached
metal fitting
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JP4129460B2 (en
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Tomoyuki Tada
朋幸 夛田
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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 load bearing stage mounting device which is formed of a hanger-cum-fitting, and mounted on longitudinal members of respective H-shaped building frames by means of bolts, by being inserted into bolt insertion holes formed in the longitudinal members, respectively. <P>SOLUTION: The load bearing stage S is provided for the prefabricated scaffolding W which is assembled in multiple stages by stretching scaffold boards on the H-shaped building frames 1, and formed of a beam frame 6 horizontally overhanging from the prefabricated scaffolding W, and a diagonal member 8 pivoted on a front edge lower end of the beam frame 6. The load bearing stage mounting device functions to mount the load bearing mounting device on the prefabricated scaffolding W, and is formed of the hanger-cum-fitting 9 which is extended over the longitudinal member 2 of the upper-stage H-shaped building frame 1 and the longitudinal member 2 of the lower-stage H-shaped building frame 1 vertically adjacent to the former. Then upper and lower ends of the hanger-cum-fitting 9 are detachably connected to a proximal end of the beam member 6 and to a free end of the diagonal member 8, respectively, and the upper and lower ends are mounted on the longitudinal members 2 of the respective H-shaped building frames 1, 1 vertically adjacent to each other by bolts and nuts inserted into the bolt insertion holes formed in the respective longitudinal members 2. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、足場を組んでマンション等の建物を築造するときにクレーンで吊り上げた建築資材等の荷物を受け取るための荷受けステージを枠組足場の外側所要高さ位置に取り付ける荷受けステージの取付装置に関するもので、特に、両側一対の縦材と両縦材の夫々中間部どうしをつなぐ横材とによりH形に形成されて各縦材には横材との接合部の下部側にボルト挿通孔を貫設してなるH形建枠の横材間に足場板を架け渡しながら多段状に組み立てられる枠組足場に使用する荷受けステージ取付装置に関する。   The present invention relates to a loading stage mounting apparatus for mounting a load receiving stage for receiving a load such as building materials lifted by a crane when building a building such as a condominium by building a scaffold at a required height position outside a frame scaffold. In particular, it is formed in an H shape by a pair of vertical members on both sides and a horizontal member that connects the intermediate portions of both vertical members, and each vertical member has a bolt insertion hole that penetrates the lower side of the joint with the horizontal member. The present invention relates to a load receiving stage mounting device used for a frame scaffolding that is assembled in a multistage manner while spanning scaffolding plates between cross members of an H-shaped building frame.

従来、H形建枠によって多段状に組み立てられる枠組足場に使用する荷受けステージ取付装置は、両側一対の縦材と両縦材の夫々上端部どうしをつなぐ横材からなる門形建枠によって多段状に組み立てられる枠組足場用の荷受けステージ取付装置と同じものが使用されており、この取付装置は特許文献1に開示されている。   Conventionally, the load receiving stage mounting device used for the frame scaffolding that is assembled in a multi-stage shape by the H-shaped building frame is multi-staged by the gate-shaped building frame that consists of a pair of vertical members on both sides and a horizontal member that connects the upper ends of both vertical members. The same thing as the load receiving stage mounting device for the frame scaffold assembled to the above is used, and this mounting device is disclosed in Patent Document 1.

この荷受けステージ取付装置は、H形建枠によって多段状に組み立てられる枠組足場から外側へ水平に張り出される梁枠と、この梁枠の先端下部に枢着される斜材とを備えてなる荷受けステージを、枠組足場の外側部所要高さ位置に取り付けるにあたって、斜材の遊端部と梁枠の基端部とを吊り材によって枢支連結し、荷受けステージの梁枠基端部及び斜材の遊端部を、枠組足場の外側所要部に夫々取付金具によって取り付けるようにしたものである。
特開平11−148220号公報
The load receiving stage mounting apparatus includes a beam frame that horizontally projects outward from a frame scaffolding that is assembled in a multistage shape by an H-shaped building frame, and a diagonal member that is pivotally attached to a lower end of the beam frame. When attaching the stage to the required height position on the outer side of the frame scaffold, the free end of the diagonal member and the base end of the beam frame are pivotally connected by a suspension material, and the beam frame base end portion and diagonal member of the load receiving stage These free end portions are each attached to an outer required portion of the frame scaffold by attachment brackets.
Japanese Patent Laid-Open No. 11-148220

上記のような構造の取付装置では、荷受けステージの斜材遊端部と梁枠基端部とをつなぐ吊り材と、梁枠の基端部を枠組足場側に取り付ける上部側取付金具と、斜材の遊端部を枠組足場側に取り付ける下部側取付金具とが必要となって、部材点数が多くなって、製作コストが高くつくという難点があって。   In the mounting apparatus having the above-described structure, the suspension member that connects the slanted material free end of the load receiving stage and the beam frame base end, the upper side mounting bracket that attaches the base end of the beam frame to the frame scaffolding side, The lower side mounting bracket for attaching the free end portion of the material to the frame scaffolding side is necessary, which increases the number of members and increases the production cost.

本発明は、部材点数をできるだけ少なくし、製作コストを安くできるようにするため、荷受けステージの斜材遊端部と梁枠の基端部とをつなぐ吊り材を兼ねた取付用の金具を、H形建枠の縦材に予め設けてあるボルト挿通孔を利用して、このH形建枠の縦材にボルトで取り付け固定するようにした荷受けステージの取付装置を提供するものである。   In order to reduce the number of members as much as possible and to reduce the production cost, the present invention provides a mounting bracket that also serves as a suspension material that connects the slanted material free end portion of the load receiving stage and the base end portion of the beam frame. The present invention provides an attachment device for a load receiving stage that is bolted and fixed to a vertical member of an H-shaped building frame by using a bolt insertion hole provided in advance in the vertical member of the H-shaped building frame.

ここで、H形建枠の構造及びこのH形建枠による枠組足場の組立方法について図8〜図11を参照して説明すると、H形建枠1は、図8の(a) に示すように、両側一対の縦材2,2と、両縦材2,2をつなぐ横材3とでH形に形成されていて、両縦材2,2の下部側及び横材3の内周に沿って補強用のアーチ形材4が取り付けられ、そして各縦材2には、同図の(b) に示すように、横材3との接合部の下部側にボルト挿通孔5が横材3の長手方向と平行に貫設されている。尚、図において、40は手摺り枠取付用のグラビティロック、40aはロック爪を示す。また、図8の(b) において、2oはボルト挿通孔5の内方端部に固着された台座を示す。   Here, the structure of the H-shaped building frame and the method of assembling the frame scaffolding using this H-shaped building frame will be described with reference to FIGS. 8 to 11. The H-shaped building frame 1 is as shown in FIG. In addition, a pair of vertical members 2, 2 on both sides and a horizontal member 3 connecting the vertical members 2, 2 are formed in an H shape, and on the lower side of both vertical members 2, 2 and on the inner periphery of the horizontal member 3 A reinforcing arch-shaped member 4 is attached along the longitudinal member 2, and each longitudinal member 2 has a bolt insertion hole 5 on the lower side of the joint portion with the transverse member 3 as shown in FIG. 3 in parallel with the longitudinal direction. In the figure, 40 is a gravity lock for attaching a handrail frame, and 40a is a lock claw. In FIG. 8B, reference numeral 2o denotes a base fixed to the inner end of the bolt insertion hole 5.

枠組足場を組み立てるには、先ず、図10の(a) に示すように、下端部にジャッキベース43を取り付けたH形建枠1を一定間隔おきに建て込み、対向するH形建枠1,1間には手摺り枠42をグラビティロック40に嵌め込みながら取り付けてゆく。H形建枠1による1段目の組立が終わったら、同図の(b) に示すように、階段取付用の補助枠41を各H形建枠1に取り付け、対向する補助枠41,41間にも手摺り枠42を取り付ける。   In order to assemble the frame scaffold, first, as shown in FIG. 10 (a), the H-shaped building frame 1 with the jack base 43 attached to the lower end is built at regular intervals, and the opposing H-shaped building frame 1, The handrail frame 42 is attached while being fitted to the gravity lock 40 in the interval. When the first stage assembly by the H-shaped building frame 1 is completed, as shown in FIG. 5B, the auxiliary frames 41 for stair mounting are attached to the H-shaped building frames 1 and the opposing auxiliary frames 41 and 41 are opposed to each other. A handrail frame 42 is also attached between them.

この補助枠41をH形建枠1に取り付ける際には、図9の(a) ,(b) に示すように、H形建枠1の縦材2に予め設けてあるボルト挿通孔5を利用して、補助枠41の連結板44からH形建枠1の縦材2のボルト挿通孔5にボルト45を挿通してナット46で締め付け固定する。尚、補助枠41は、縦材47とこれの中央部に片持ち状態に固定された横材48と、アーチ状補強材49と、横材48及び補強材49の先端部に取り付けられた連結板44とからなるもので、連結板44にはボルト挿通孔(図示省略)が設けてある。   When the auxiliary frame 41 is attached to the H-shaped building frame 1, as shown in FIGS. 9A and 9B, the bolt insertion holes 5 provided in advance in the vertical member 2 of the H-shaped building frame 1 are provided. The bolt 45 is inserted from the connecting plate 44 of the auxiliary frame 41 into the bolt insertion hole 5 of the vertical member 2 of the H-shaped building frame 1 and is fastened and fixed by the nut 46. The auxiliary frame 41 includes a vertical member 47, a cross member 48 fixed in a cantilevered state at the center thereof, an arch-shaped reinforcing member 49, and a connection attached to the cross member 48 and the front end of the reinforcing member 49. The connecting plate 44 is provided with a bolt insertion hole (not shown).

補助枠41及び手摺り枠42の取付けが終わったら、図10の(c) に示すように、対向するH形建枠1,1間、及び補助枠41,41間に足場板50,51を架け渡し、所定の補助枠41に階段枠52を掛ける。   When the attachment of the auxiliary frame 41 and the handrail frame 42 is finished, as shown in FIG. 10 (c), the scaffolding plates 50, 51 are placed between the opposing H-shaped building frames 1, 1 and between the auxiliary frames 41, 41. The stairs frame 52 is hung on the predetermined auxiliary frame 41.

こうして1段目のH形建枠1及び補助枠41に足場板50,51を架け渡し、昇降箇所に階段枠52を掛けたならば、図11の(a) に示すように、1段目のH形建枠1及び補助枠41に2段目のH形建枠1及び補助枠41を連結し、手摺り枠42を取り付けて、2段目枠組足場を組み立て、更に足場板50,51を架け渡し、所定の補助枠41に階段枠52を掛け、同図の(b) に示すような状態とし、以降同様な方法によって、多段状の枠組足場Wを組み立てる。   Thus, when the scaffolding plates 50 and 51 are bridged over the first-stage H-shaped building frame 1 and the auxiliary frame 41, and the staircase frame 52 is hung on the ascending / descending position, as shown in FIG. The second-stage H-shaped building frame 1 and the auxiliary frame 41 are connected to the H-shaped building frame 1 and the auxiliary frame 41, the handrail frame 42 is attached, the second-stage frame assembly scaffold is assembled, and the scaffolding plates 50 and 51 are further assembled. , The staircase frame 52 is hung on the predetermined auxiliary frame 41, and the state shown in (b) of the figure is set. Thereafter, the multistage frame scaffold W is assembled by the same method.

本発明は、上記のような構造のH形建枠1の縦材2に設けられているボルト挿通孔5を利用して、このH形建枠1の縦材2にボルトで簡単に取り付け固定できるようにした吊り材兼用金具からなる荷受けステージの取付装置を提供することを目的とする。   The present invention uses the bolt insertion hole 5 provided in the vertical member 2 of the H-shaped building frame 1 having the above-described structure, and is simply attached and fixed to the vertical member 2 of the H-shaped building frame 1 with bolts. It is an object of the present invention to provide a load receiving stage mounting device including a hanging material combined metal fitting.

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に係る発明は、両側一対の縦材2,2と両縦材2,2をつなぐ横材3とによりH形に形成され且つ各縦材2には横材3との接合部の下部側にボルト挿通孔5を横材3と平行に貫設してなるH形建枠1の横材3,3間に足場板50を架け渡しながら多段状に組み立てられる枠組足場Wから外側へ水平に張り出される梁枠6と、この梁枠6の先端下部に枢着される斜材8とを備えた荷受けステージSを、前記枠組足場Wの外側部所要高さ位置に取り付けるための枠組足場用荷受けステージの取付装置であって、上下に隣合うH形建枠1,1の上段側H形建枠1の縦材2と下段側H形建枠1の縦材2とに亘って添装される吊り材兼用金具9からなり、前記吊り材兼用金具9は、この金具9の上下両端部に梁枠6の基端部及び斜材8の遊端部が夫々切り離し可能に連結されると共に、この金具9の上下両端部が上下に隣合うH形建枠1,1の夫々の縦材2に対し各縦材2のボルト挿通孔5に挿通されるボルト10及びナット11によって取り付け固定されるようになっていることを特徴とする。   Means for solving the above-described problems will be described with reference numerals in the embodiments described later. The invention according to claim 1 is directed to a transverse member that connects a pair of longitudinal members 2, 2 and both longitudinal members 2, 2. The horizontal shape of the H-shaped building frame 1 is formed in an H shape by the material 3 and each of the vertical members 2 has a bolt insertion hole 5 penetrating in parallel with the horizontal material 3 on the lower side of the joint portion with the horizontal material 3. A beam frame 6 extending horizontally outward from a frame scaffold W that is assembled in a multi-stage manner with a scaffolding plate 50 bridged between the materials 3 and 3, and an oblique member 8 pivotally attached to the lower end of the beam frame 6; Is a frame scaffolding load receiving stage mounting device for mounting the load receiving stage S at the required height position on the outer side of the frame scaffold W, and the upper stage H of the H-shaped building frames 1 and 1 adjacent to each other vertically It consists of a hanging material combined metal fitting 9 that is attached across the vertical member 2 of the shaped building frame 1 and the vertical member 2 of the lower-stage H-shaped building frame 1. In the hanging material combined metal fitting 9, the base end portion of the beam frame 6 and the free end portion of the diagonal member 8 are detachably connected to the upper and lower end portions of the metal fitting 9, and the upper and lower end portions of the metal fitting 9 are vertically moved. The vertical members 2 of the adjacent H-shaped building frames 1 and 1 are attached and fixed by bolts 10 and nuts 11 inserted into the bolt insertion holes 5 of the vertical members 2. .

請求項2は、請求項1に記載の枠組足場用荷受けステージの取付装置において、前記吊り材兼用金具9は、H形建枠1の縦材2に添接される背面板部12と、両側板部13,13とによって断面コ字状に形成されていて、背面板部12が前記ボルト10及びナット11によってH形建枠1の縦材2に固定されるようになっていると共に、両側板部13,13の上端部内に前記梁枠6の基端側縦枠材14が挿入されて、両側板部13,13から基端側縦枠材14を貫通するボルト15及びナット16によって固定され、両側板部13,13の下端部内に前記斜材8の遊端部が挿入されて、両側板部13,13から斜材8を貫通するボルト15及びナット16によって取り付けられるようになっていることを特徴とする。   The second aspect of the present invention is the frame scaffolding load receiving stage mounting apparatus according to the first aspect, wherein the suspension member combined metal fitting 9 includes a back plate portion 12 attached to the vertical member 2 of the H-shaped building frame 1 and both sides. The plate portions 13 and 13 are formed in a U-shaped cross section, and the back plate portion 12 is fixed to the vertical member 2 of the H-shaped building frame 1 by the bolts 10 and the nuts 11. The base end side vertical frame member 14 of the beam frame 6 is inserted into the upper ends of the plate portions 13 and 13, and is fixed by bolts 15 and nuts 16 penetrating the base end side vertical frame member 14 from the both side plate portions 13 and 13. The free end portion of the diagonal member 8 is inserted into the lower end portions of the side plate portions 13 and 13 and is attached by bolts 15 and nuts 16 penetrating the diagonal member 8 from the side plate portions 13 and 13. It is characterized by being.

請求項3は、請求項2に記載の枠組足場用荷受けステージの取付装置において、前記吊り材兼用金具9の両側板部13,13上端部にピン掛止用溝18,18が形成されていて、このピン掛止用溝13,13に、前記梁枠6の基端側縦枠材14の上端部に突設された支持ピン19が掛止されるようになっていることを特徴とする。   According to a third aspect of the present invention, in the frame scaffolding load receiving stage mounting device according to the second aspect of the present invention, pin retaining grooves 18 and 18 are formed at the upper end portions of the both side plate portions 13 and 13 of the hoisting and metal fitting 9. The pin latching grooves 13 and 13 are characterized in that a support pin 19 projecting from the upper end portion of the base end side vertical frame member 14 of the beam frame 6 is latched. .

請求項4は、請求項2又は3に記載の枠組足場用荷受けステージの取付装置において、前記吊り材兼用金具9の背面板部12にはその外面の上下両端部に夫々、H形建枠1の縦材2に嵌合するコ字状支持片17が取り付けられていることを特徴とする。   According to a fourth aspect of the present invention, there is provided the apparatus for mounting a frame scaffolding load receiving stage according to the second or third aspect, wherein the rear plate portion 12 of the lifting material combined metal fitting 9 has an H-shaped building frame 1 at each of upper and lower ends of its outer surface. The U-shaped support piece 17 fitted to the vertical member 2 is attached.

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に係る発明によれば、上下に隣合うH形建枠1,1の上段側H形建枠1の縦材2と下段側H形建枠1の縦材2とにわたって添装される吊り材兼用金具9からなる取付装置Aであって、吊り材兼用金具9は、この金具9の上下両端部に荷受けステージSの一部を形成する梁枠6の基端部及び斜材8の遊端部が夫々切り離し可能に連結されると共に、この金具9の上下両端部が上下に隣合うH形建枠1,1の夫々の縦材2に対し各縦材2のボルト挿通孔5に挿通されるボルト10及びナット11によって取り付け固定されもので、梁枠6の基端部と斜材8の遊端部とをつなぐ吊り材を兼用するようになっているから、部材点数が少なくなって、製作コストを安くすることができ、またこの吊り材兼用金具9によって荷受けステージSを枠組足場Wに外側部所要高さ位置に簡単容易に取り付けることができる。   The effect of the invention by the above solution will be described with reference numerals of the embodiments described later. According to the invention according to claim 1, the upper H-side building of the H-shaped building frame 1, 1 adjacent to the upper and lower sides. The mounting device A is composed of a hanging material combined metal fitting 9 attached over the vertical material 2 of the frame 1 and the vertical material 2 of the lower H-shaped building frame 1. The base end portion of the beam frame 6 that forms a part of the load receiving stage S and the free end portion of the diagonal member 8 are detachably connected to both end portions, and the upper and lower end portions of the metal fitting 9 are adjacent to each other in the vertical direction. Each of the vertical frames 2 of the building frames 1 and 1 is attached and fixed by bolts 10 and nuts 11 inserted into the bolt insertion holes 5 of the vertical members 2, and the base end portion of the beam frame 6 and the diagonal member 8. Since it is also used as a suspension material that connects the free end of the Can be cheaper bets, and may easily easily attached to the outer portion desired height position in the framework scaffolding W a load receiving stage S by the hanging member serves bracket 9.

請求項2に係る発明によれば、吊り材兼用金具9は、H形建枠1の縦材2に添接される背面板部12と、両側板部13,13とによって断面コ字状に形成されていて、背面板部12がボルト10及びナット11によってH形建枠1の縦材2に固定されるようになっていると共に、両側板部13,13の上端部内に梁枠6の基端側縦枠材14が挿入されて、両側板部13,13から基端側縦枠材14を貫通するボルト15及びナット16によって固定され、両側板部13,13の下端部内に前記斜材8の遊端部が挿入されて、両側板部13,13から斜材8を貫通するボルト15及びナット16によって取り付けられるようになっているもので、構造が簡単であるから、製作が容易で安価に提供でき、しかもH形建枠1への吊り材兼用金具9の取付作業、及び吊り材兼用金具9への梁枠6及び斜材8の取付作業が簡単であるから、施工能率の向上を図ることができる。   According to the invention which concerns on Claim 2, the hanging material combined metal fitting 9 is cross-sectionally U-shaped by the back plate part 12 attached to the vertical member 2 of the H-shaped building frame 1 and the both side plate parts 13 and 13. The rear plate portion 12 is fixed to the vertical member 2 of the H-shaped building frame 1 by bolts 10 and nuts 11, and the beam frame 6 is placed in the upper end portions of the side plate portions 13, 13. The base end side vertical frame member 14 is inserted and fixed by bolts 15 and nuts 16 penetrating the base end side vertical frame member 14 from the both side plate portions 13, 13, and the slant is inserted into the lower end portions of the side plate portions 13, 13. The free end portion of the material 8 is inserted, and is attached by bolts 15 and nuts 16 penetrating the diagonal member 8 from both side plate portions 13 and 13, and the structure is simple, so that manufacture is easy. Can be provided inexpensively, and the hanging material combined metal fitting 9 for the H-shaped building frame 1 With the work, and since the mounting operation of the beam frame 6 and the diagonal member 8 to the hanging member serves bracket 9 is simple, it is possible to improve the construction efficiency.

請求項3に係る発明によれば、吊り材兼用金具9の両側板部13,13上端部にピン掛止用溝18,18が形成されていて、このピン掛止用溝13,13に、梁枠6の基端側縦枠材14の上端部に突設された支持ピン19が掛止されるようになっているから、特に、吊り材兼用金具9を先に枠組足場WのH形建枠1側に取り付けておいて、地上で斜材8の一端部を枢着した梁枠6の基端側縦枠材14を、吊り材兼用金具9の上端部側に取り付ける際に、梁枠6の基端側縦枠材14を吊り材兼用金具9の両側板部13,13上端部内に挿入しながら、基端側縦枠材14の上端部にある支持ピン19を上記両側板部13,13のピン掛止用溝18,18に掛止させて、梁枠6を仮置きした状態で、その基端側縦枠材14及び斜材8の遊端部を吊り材兼用金具9の上下両端部に夫々ボルト10及びナット11で取り付けるようにすることによって、梁枠6の取付作業を容易にして且つ安全に行うことができる。   According to the invention of claim 3, the pin latching grooves 18, 18 are formed at the upper ends of the side plate parts 13, 13 of the hanging material combined bracket 9, and the pin latching grooves 13, 13 are Since the support pin 19 projecting from the upper end portion of the base end side vertical frame member 14 of the beam frame 6 is hooked, in particular, the suspension material combined bracket 9 is first attached to the H-shape of the frame scaffold W. When attaching the base end side vertical frame member 14 of the beam frame 6 which is attached to the building frame 1 side to which the one end portion of the diagonal member 8 is pivotally mounted on the ground, While the base end side vertical frame member 14 of the frame 6 is inserted into the upper end portions of the both side plate parts 13 and 13 of the hanging material serving metal fitting 9, the support pins 19 at the upper end portion of the base end side vertical frame member 14 are inserted into the both side plate portions. 13, 13 are hooked in pin locking grooves 18, 18, and the free end portions of the base end side vertical frame member 14 and the diagonal member 8 are suspended in a state where the beam frame 6 is temporarily placed. By so mounted in respective bolts 10 and nuts 11 to the upper and lower end portions of the shared bracket 9 can be carried out and safely to facilitate the mounting operation of the beam frame 6.

請求項4に係る発明によれば、吊り材兼用金具9の背面板部12にはその外面の上下両端部に夫々H形建枠1の縦材2に嵌合するコ字状支持片17が取り付けられているから、縦材2への吊り材兼用金具9の取付けが容易になると共に、吊り材兼用金具9を縦材2に対し安定状態に支持することができる。   According to the invention which concerns on Claim 4, the U-shaped support piece 17 which fits the vertical member 2 of the H-shaped building frame 1 to the back surface plate part 12 of the hanging material combined use metal fitting 9 at the upper and lower ends of the outer surface, respectively. Since it is attached, it is easy to attach the hanging material combined metal fitting 9 to the vertical member 2 and it is possible to stably support the hanging material combined metal fitting 9 with respect to the vertical member 2.

以下に本発明の好適実施形態を図1〜図7を参照しながら説明すると、図1は本発明に係る取付装置Aによって枠組足場Wに取り付けられた荷受けステージSの側面図であり、図2の(a) は図1の矢印イで示す部分の拡大図、(b) は図1の矢印ロで示す部分の拡大図である。枠組足場Wは、図8〜図11を参照して説明したようにH形建枠1によって多段状に組み立てられる枠組足場であり、H形建枠1は、図8の(a) に示すように、両側一対の縦材2,2と、両縦材2,2をつなぐ横材3とによってH形に形成され、両縦材2,2の下部側及び横材3の内周に沿って補強用のアーチ形材4が取り付けられ、そして各縦材2には、同図の(b) に示すように、横材3との接合部の下部側にボルト挿通孔5が横材3の長手方向と平行に貫設されている。   A preferred embodiment of the present invention will be described below with reference to FIGS. 1 to 7. FIG. 1 is a side view of a load receiving stage S attached to a frame scaffold W by a mounting device A according to the present invention. (A) of FIG. 1 is an enlarged view of a portion indicated by an arrow A in FIG. 1, and (b) is an enlarged view of a portion indicated by an arrow B in FIG. The frame scaffold W is a frame scaffold assembled in a multistage manner by the H-shaped building frame 1 as described with reference to FIGS. 8 to 11, and the H-shaped building frame 1 is as shown in FIG. In addition, a pair of vertical members 2, 2 on both sides and a horizontal member 3 connecting the vertical members 2, 2 are formed in an H shape, along the lower side of both vertical members 2, 2 and the inner periphery of the horizontal member 3 A reinforcing arch-shaped member 4 is attached, and each longitudinal member 2 has a bolt insertion hole 5 on the lower side of the joint with the transverse member 3 as shown in FIG. It penetrates in parallel with the longitudinal direction.

図1に示すように、荷受けステージSは、枠組足場Wに対し外側へ水平に張り出すように延びて互いに所定間隔に配置される複数の梁枠6と、これら複数の梁枠6相互間に架け渡される複数枚の足場板(図示省略)と、複数の梁枠6のうち両端側の梁枠3、3に夫々取り付けられる側部手摺り7,7と、両側部手摺り7,7の前端部間に取り付けられる前部手摺り(図示省略)と、各梁枠3の先端下部に枢着される斜材8とから構成される。   As shown in FIG. 1, the load receiving stage S includes a plurality of beam frames 6 that extend horizontally outward from the frame scaffold W and are arranged at predetermined intervals, and between the plurality of beam frames 6. A plurality of scaffolding plates (not shown) to be bridged, side handrails 7 and 7 respectively attached to the beam frames 3 and 3 on both ends of the plurality of beam frames 6, and both side handrails 7 and 7. It is comprised from the front handrail (illustration omitted) attached between front-end parts, and the diagonal material 8 pivotally attached to the front-end | tip lower part of each beam frame 3. As shown in FIG.

この荷受けステージSを枠組足場Wの外側部所要高さ位置に取り付ける取付装置Aは、図1に示すように上下に隣合うH形建枠1,1の上段側H形建枠1の縦材2と下段側H形建枠1の縦材2とに亘って添装される吊り材兼用金具9からなるもので、この吊り材兼用金具9は、この金具9の上下両端部に梁枠6の基端部及び斜材8の遊端部が夫々切り離し可能に連結されると共に、この金具9の上下両端部が、上下に隣合うH形建枠1の夫々の縦材2に対し、各縦材2のボルト挿通孔5に挿通されるボルト10及びナット11により取り付け固定されるようになっている。   As shown in FIG. 1, the attachment device A for attaching the load receiving stage S to the required height position of the outer part of the frame scaffold W is a vertical member of the H-shaped building frame 1 adjacent to the upper and lower sides of the H-shaped building frame 1. 2 and the vertical material 2 of the lower H-side building frame 1, and the hanging material combined metal fitting 9 is attached to the beam frame 6 at both upper and lower ends of the metal fitting 9. The base end portion of the metal member 9 and the free end portion of the diagonal member 8 are detachably connected to each other, and the upper and lower end portions of the metal fitting 9 are respectively connected to the vertical members 2 of the H-shaped building frame 1 adjacent to each other vertically. The bolts 10 and nuts 11 are inserted into the bolt insertion holes 5 of the longitudinal member 2 and fixed.

上記吊り材兼用金具9の構造につき更に詳しく説明すれば、この吊り材兼用金具9は、図2〜図5から分かるように、上下に隣合うH形建枠1,1の2つの縦材2,2に亘って添接される背面板部12と、両側板部13,13とにより断面コ字状に形成されていて、背面板部12が前記ボルト10及びナット11によってH形建枠1の縦材2に固定されるようになっていると共に、図5の(a) ,(b) に示すように、両側板部13,13の上端部内に荷受けステージSの梁枠6の基端側縦枠材14が挿入されて、両側板部13,13から荷受けステージSの基端側縦枠材14を貫通するボルト15及びナット16によって、梁枠6の基端側縦枠材14が吊り材兼用金具9に取り付けられ、また両側板部13,13の下端部内に前記斜材8の遊端部が挿入されて、両側板部13,13から斜材8を貫通するボルト15及びナット16によって斜材8の遊端部が吊り材兼用金具9に取り付けられるようになっている。   If it demonstrates in detail about the structure of the said suspension material combined metal fitting 9, this suspension material combined metal fitting 9 will be understood from FIGS. 2-5, two vertical members 2 of the H-shaped building frames 1 and 1 adjacent up and down. , 2 and the side plate portions 13 and 13 are formed in a U-shaped cross section, and the rear plate portion 12 is formed by the bolt 10 and the nut 11 to form the H-shaped building frame 1. As shown in FIGS. 5 (a) and 5 (b), the base ends of the beam frames 6 of the load receiving stage S are placed in the upper ends of the side plates 13 and 13, respectively. The base-side vertical frame member 14 of the beam frame 6 is inserted by the bolts 15 and nuts 16 that are inserted into the side vertical frame member 14 and penetrate the base-end side vertical frame member 14 of the load receiving stage S from both side plate portions 13, 13. The free end portion of the diagonal member 8 is attached to the suspension member metal fitting 9 and in the lower end portions of the side plate portions 13 and 13. Is inserted, so that the free end portion of the diagonal member 8 by the bolts 15 and nuts 16 passing through the diagonal member 8 from the side plate portions 13, 13 is attached to the hanging member serves bracket 9.

また、吊り材兼用金具9の背面板部12にはその上端部の1箇所と下端部の2箇所に夫々H形建枠1の縦材2に嵌合するコ字状支持片17が溶接によって取り付けられている。これらのコ字状支持片17によって、縦材2への吊り材兼用金具9の取付けが容易になると共に、吊り材兼用金具9を縦材2に対し安定状態に支持することができる。   In addition, a U-shaped support piece 17 fitted to the vertical member 2 of the H-shaped building frame 1 is welded to the back plate portion 12 of the hanging member combined metal fitting 9 at one of the upper end portion and two lower end portions, respectively, by welding. It is attached. These U-shaped support pieces 17 facilitate the attachment of the suspension material combined bracket 9 to the vertical member 2 and support the suspension member combined bracket 9 relative to the vertical member 2 in a stable state.

この吊り材兼用金具9をH形建枠1の縦材2に固定するボルト10は、図3及び図4に示すように、縦材2に設けられているボルト挿通孔5から、コ字状支持片17に設けたU字状切欠部17o及び吊り材兼用金具9の背面板部12に設けたボルト挿通孔12oを通って、ボルト挿通孔12oの裏側に固着したナット11に螺合されるようになっている。また、荷受けステージSの基端側縦枠材14及び斜材8の遊端部を夫々吊り材兼用金具9に取り付けるボルト15は、両側板部13,13の一方の側板部13に設けたボルト挿通孔13oから基端側縦枠材14又は斜材8の遊端部に設けたボルト挿通孔(図示せず)を通って、他方の側板部13に設けたボルト挿通孔13oより、このボルト挿通孔13oの表側に固着したナット16に螺合されるようになっている。   As shown in FIGS. 3 and 4, the bolt 10 for fixing the hanging material combined metal fitting 9 to the vertical member 2 of the H-shaped building frame 1 has a U-shape from the bolt insertion hole 5 provided in the vertical member 2. The U-shaped notch 17o provided in the support piece 17 and the bolt insertion hole 12o provided in the back plate part 12 of the hanging material combined fitting 9 are screwed into the nut 11 fixed to the back side of the bolt insertion hole 12o. It is like that. Further, the bolts 15 for attaching the base end side vertical frame member 14 of the load receiving stage S and the free end portions of the diagonal member 8 to the suspension member combined metal fitting 9 are bolts provided on one side plate portion 13 of the both side plate portions 13, 13. This bolt passes through a bolt insertion hole (not shown) provided in the free end portion of the base end side vertical frame member 14 or the diagonal member 8 from the insertion hole 13o, and from the bolt insertion hole 13o provided in the other side plate portion 13. The nut 16 fixed to the front side of the insertion hole 13o is screwed.

また吊り材兼用金具9には、図2及び図7に示すように両側板部13,13の上端部にピン掛止用溝18,18が側面視円弧状に延びるように形成されていて、このピン掛止用溝18,18に、梁枠6の基端側縦枠材14の上端部両側に水平に突出する支持ピン19が掛止されるようになっている。   In addition, as shown in FIG. 2 and FIG. 7, the hanging material serving metal fitting 9 is formed with pin latching grooves 18, 18 at the upper end portions of the side plate portions 13, 13 so as to extend in an arc shape in a side view, Support pins 19 projecting horizontally on both sides of the upper end portion of the base end side vertical frame member 14 of the beam frame 6 are hooked in the pin latching grooves 18, 18.

前記荷受けステージSの構造について更に詳しく説明すると、各梁枠6は、図2、図5及び図7に示すように、基端側縦枠材14と、先端側縦枠材20と、上下横枠材21,22と、両横枠材21,22間に取り付けられた複数の補強枠材23とで枠組み形成され、基端側縦枠材14の上端部に、支持ピン19が梁枠6の長手方向と直交する方向に水平に貫通突設されており、そして基端側縦枠材14の下部側には、枠組足場Wの縦材2に係合する平面視円弧状の係合部24aを有する係合部材24が突設され、また先端側縦枠材20の下端には、コ字形ブラケット25が固着され、このコ字形ブラケット25に斜材8の一端部がピン26により枢着されている。   The structure of the load receiving stage S will be described in more detail. As shown in FIGS. 2, 5, and 7, each beam frame 6 includes a base end side vertical frame member 14, a tip end side vertical frame member 20, and vertical and horizontal sides. A frame is formed by the frame members 21 and 22 and a plurality of reinforcing frame members 23 attached between the horizontal frame members 21 and 22, and a support pin 19 is attached to the upper end portion of the base end side vertical frame member 14. And an engaging portion having a circular arc shape in plan view that engages with the vertical member 2 of the frame scaffold W on the lower side of the base-side vertical frame member 14. An engagement member 24 having a protrusion 24 a is projected, and a U-shaped bracket 25 is fixed to the lower end of the front end side vertical frame member 20, and one end portion of the diagonal member 8 is pivotally attached to the U-shaped bracket 25 by a pin 26. Has been.

梁枠6の先端側縦枠材20下端に枢着された斜材8は、その遊端部を吊り材兼用金具9に取り付けるまでは、梁枠6と平行姿勢に折り畳んで、この斜材8の遊端側を、基端側縦枠材14の下端に固着してあるコ字形ブラケット27に嵌合して蝶ねじ28により仮止めし、そしてこの斜材8の遊端部を吊り材兼用金具9の下端部側にボルト15で取り付ける際に、蝶ねじ28を緩め、この斜材8の遊端部をコ字形ブラケット27から離脱させて、両側板部13,13の下端部内に挿入し、両側板部13,13から斜材8を貫通するボルト15及びナット16によって、この斜材8の遊端部を吊り材兼用金具9に固定するようになっている。   The diagonal member 8 pivotally attached to the lower end of the vertical frame member 20 at the front end side of the beam frame 6 is folded in a parallel posture with the beam frame 6 until the free end is attached to the hanging material combined bracket 9. The free end side of the slant member 8 is fitted with a U-shaped bracket 27 fixed to the lower end of the base end side vertical frame member 14 and temporarily fixed by a thumbscrew 28. The free end portion of the slant member 8 is also used as a suspension member. When the bolt 15 is attached to the lower end side of the metal fitting 9, the thumbscrew 28 is loosened, and the free end portion of the diagonal member 8 is detached from the U-shaped bracket 27 and inserted into the lower end portions of the side plate portions 13, 13. The free end portion of the diagonal member 8 is fixed to the hanging member combined metal fitting 9 by bolts 15 and nuts 16 penetrating the diagonal member 8 from both side plate portions 13 and 13.

また図2、図3、図5及び図7に示すように、梁枠6の基端側縦枠材14を吊り材兼用金具9の上端部内に挿入する時に、基端側縦枠材14の下部側に突設した係合部材24を貫通させるための貫通口29が背面板部12に設けられ、また基端側縦枠材14の下端に固着したコ字形ブラケット27を避けるための切欠部30が両側板部13,13に設けられている。   2, 3, 5, and 7, when the base-end-side vertical frame member 14 of the beam frame 6 is inserted into the upper end portion of the suspension member-use metal fitting 9, A through-hole 29 for allowing the engaging member 24 projecting from the lower side to pass therethrough is provided in the back plate portion 12, and a notch portion for avoiding the U-shaped bracket 27 fixed to the lower end of the base end side vertical frame member 14. 30 is provided on both side plate portions 13 and 13.

側部手摺り7は、図1,図7に示すように、基端側手摺り支柱31と先端側手摺り支柱32と上部手摺り枠33と下部手摺り枠34とによって枠組み形成され、上部手摺り枠33の基端側は、基端側手摺り支柱31を越えて突出し、その突出端部に周知構造のパイプクランプ35が取り付けられ、基端側手摺り支柱31の下端には、梁枠6の横枠材21に嵌合可能なコ字形ブラケット36が固着されている。両手摺り支柱31,32の下端部間には幅木37が取り付けられている。前部手摺り8については省略する。   As shown in FIGS. 1 and 7, the side handrail 7 is formed by a base side handrail support column 31, a distal end side handrail support column 32, an upper handrail frame 33, and a lower handrail frame 34. The base end side of the handrail frame 33 protrudes beyond the base end side handrail support column 31, and a pipe clamp 35 having a well-known structure is attached to the projecting end portion. A U-shaped bracket 36 that can be fitted to the horizontal frame member 21 of the frame 6 is fixed. A skirting board 37 is attached between the lower ends of the handrail support columns 31 and 32. The front handrail 8 is omitted.

次に、上記のように構成される取付装置Aによる荷受けステージSの取付方法について説明する。この取付装置Aにより荷受けステージSを図11の(b) に示すような枠組足場Wの外側部に取り付けるにあたっては、地上において、荷受けステージSの梁枠6に斜材8を枢着し、これら梁枠6及び斜材8を取付装置Aの吊り材兼用金具9に取り付けた後、これらをクレーンで吊り上げて、吊り材兼用金具9を枠組足場Wの所要部に取り付けるようにする場合と、先に、取付装置Aの吊り材兼用金具9を枠組足場Wの所要部に取り付けた後、地上で荷受けステージSの梁枠6に斜材8を枢着したものをクレーンで吊り上げ、これら梁枠6及び斜材8を吊り材兼用金具9に取り付けるようにする場合とがある。   Next, a method for mounting the load receiving stage S by the mounting apparatus A configured as described above will be described. When attaching the load receiving stage S to the outer side of the frame scaffold W as shown in FIG. 11 (b) by this mounting device A, diagonal members 8 are pivotally attached to the beam frame 6 of the load receiving stage S on the ground. After the beam frame 6 and the diagonal member 8 are attached to the suspension material combined bracket 9 of the attachment device A, they are lifted with a crane, and the suspension material combined bracket 9 is attached to the required part of the frame scaffold W. In addition, after attaching the suspension material combined metal fitting 9 of the attachment device A to the required part of the frame scaffold W, the slant member 8 pivotally attached to the beam frame 6 of the load receiving stage S on the ground is lifted with a crane. In some cases, the diagonal member 8 is attached to the hanging member combined metal fitting 9.

前者の場合には、先ず、地上において、梁枠6の先端部に斜材8の一端部をピン26で枢着し、この梁枠6の基端部及び斜材8の遊端部を吊り材兼用金具9の上下端部に夫々ボルト15及びナット16により取り付け固定して、これら梁枠6と斜材8と吊り材兼用金具9とからなるトラス構造体を形成する。そして、このトラス構造体の複数を所定間隔で平行に配置し、その両端の梁枠3,3に夫々側部手摺り7を取り付けて図6に示すような形態とし、これら複数のトラス構造体の梁枠3上に足場板(図示省略)を載設し、更に両側部手摺り7,7の前端部間に前部手摺り(図示省略)を取り付けることによって、図6の側面図で示すように吊り材兼用金具9に予め取り付けた荷受けステージSを形成することができる。   In the former case, first, on the ground, one end portion of the diagonal member 8 is pivotally attached to the distal end portion of the beam frame 6 by the pin 26, and the base end portion of the beam frame 6 and the free end portion of the diagonal member 8 are suspended. A truss structure composed of the beam frame 6, the diagonal member 8, and the hanging material combined metal fitting 9 is formed by attaching and fixing to the upper and lower ends of the material combined metal fitting 9 with bolts 15 and nuts 16, respectively. Then, a plurality of the truss structures are arranged in parallel at predetermined intervals, and the side rails 7 are attached to the beam frames 3 and 3 at both ends thereof, respectively, so as to form as shown in FIG. As shown in the side view of FIG. 6, a scaffold plate (not shown) is placed on the beam frame 3 and a front handrail (not shown) is attached between the front ends of the handrails 7 and 7 on both sides. As described above, the load receiving stage S attached in advance to the suspension member combined metal fitting 9 can be formed.

上記のようにして荷受けステージSを形成したならば、この荷受けステージSの四隅に吊り用のロープ(図示せず)を掛けて、このステージSをクレーン(図示せず)によって吊り上げ、各吊り材兼用金具9を枠組足場Wの外側部所要高さ位置に接近させて、各吊り材兼用金具9のコ字状支持片17を上下に隣り合うH形建枠1,1の縦材2,2に嵌合させ、しかして各H形建枠1の縦材2にあるボルト挿通孔5から、ボルト10を吊り材兼用金具9側のボルト挿通孔5を通してナット11に螺合することによって、吊り材兼用金具9をH形建枠1の縦材2に取り付け固定すると同時に、この吊り材兼用金具9を介して荷受けステージSを枠組足場WのH形建枠1に取り付ける。   When the load receiving stage S is formed as described above, hanging ropes (not shown) are hung on the four corners of the load receiving stage S, and the stage S is lifted by a crane (not shown). The metal fittings 9 are brought close to the required height position on the outer side of the frame scaffolding W, and the U-shaped support pieces 17 of the suspension metal fittings 9 are vertically adjacent to the vertical members 2, 2 of the H-shaped building frames 1, 1. Thus, the bolt 10 is suspended from the bolt insertion hole 5 in the vertical member 2 of each H-shaped building frame 1 by screwing the bolt 10 into the nut 11 through the bolt insertion hole 5 on the side of the suspension member combined metal fitting 9. At the same time as attaching and fixing the material / metal fitting 9 to the vertical member 2 of the H-shaped building frame 1, the load receiving stage S is attached to the H-shaped building frame 1 of the frame scaffold W via the hanging material / metal fitting 9.

後者の場合、即ち、先に吊り材兼用金具9を枠組足場Wに取り付けておいて、地上で組み付けた荷受けステージSの梁枠6と斜材8とを吊り材兼用金具9に取り付ける場合は、図5の(a) に示すように、枠組足場Wの上下に隣り合うH形建枠1,1の縦材2,2に吊り材兼用金具9を上記同様にボルト10及びナット11によって取り付けておき、そして地上で梁枠6の先端部に斜材8の一端部をピン26で枢着したものをクレーンで吊り上げて、梁枠6の基端部及び斜材8の遊端部を吊り材兼用金具9の上下端部に夫々ボルト15及びナット16により取り付け固定し、図5の(b) に示すような状態とする。   In the latter case, that is, when the suspension material combined bracket 9 is first attached to the frame scaffold W, and the beam frame 6 and the diagonal member 8 of the load receiving stage S assembled on the ground are attached to the suspension material combined bracket 9, As shown in FIG. 5 (a), the hanging material combined metal fitting 9 is attached to the vertical members 2 and 2 of the H-shaped building frames 1 and 1 adjacent to the upper and lower sides of the frame scaffold W by bolts 10 and nuts 11 in the same manner as described above. Then, on the ground, one end of the diagonal member 8 pivotally attached to the tip of the beam frame 6 with a pin 26 is lifted by a crane, and the base end portion of the beam frame 6 and the free end portion of the diagonal member 8 are suspended. The upper and lower ends of the dual-purpose metal fitting 9 are attached and fixed by bolts 15 and nuts 16, respectively, so that the state shown in FIG.

上記のように梁枠6の先端部に斜材8の一端部をピン26で枢着したものをクレーンで吊り上げて吊り材兼用金具9に取り付ける場合、梁枠6を吊ると、斜材8がブラブラして不安定な状態となるため、この斜材8の遊端部を、梁枠6と平行に折り畳んで、基端側縦枠材14の下端にあるコ字形ブラケット27に嵌合して蝶ねじ28により仮止めした状態で、梁枠6を所定高さ位置までクレーンで吊り上げた後、蝶ねじ28を緩めて仮止めを解き、梁枠6の基端側縦枠材14と斜材8の遊端部とを吊り材兼用金具9に取り付けるとよい。   As described above, when one end of the diagonal member 8 pivotally attached to the tip of the beam frame 6 by the pin 26 is lifted by a crane and attached to the hanging material combined bracket 9, when the beam frame 6 is suspended, the diagonal member 8 is Since the slack member 8 becomes unstable, the free end portion of the diagonal member 8 is folded in parallel with the beam frame 6 and fitted to the U-shaped bracket 27 at the lower end of the base end side vertical frame member 14. After the beam frame 6 is lifted up to a predetermined height by a crane in a state of being temporarily fixed by the thumbscrew 28, the thumbscrew 28 is loosened to release the temporary fixing, and the proximal end side vertical frame member 14 and the diagonal member of the beam frame 6 are released. 8 free end portions may be attached to the hanging material combined-use metal fitting 9.

また、梁枠6の基端側縦枠材14を吊り材兼用金具9の上端部に取り付ける場合には、梁枠6の基端側縦枠材14を吊り材兼用金具9の両側板部13,13上端部内に挿入しながら、基端側縦枠材14の上端部に取り付けてある支持ピン19を上記両側板部13,13のピン掛止用溝18,18に掛止させて、梁枠6を仮置きした状態で、その基端側縦枠材14及び斜材8の遊端部を吊り材兼用金具9の上下両端部に夫々ボルト10及びナット11で取り付けるようにすることによって、梁枠6の取付作業を容易にして且つ安全に行うことができる。   Further, when the base end side vertical frame member 14 of the beam frame 6 is attached to the upper end portion of the suspension member combined metal fitting 9, the base end side vertical frame member 14 of the beam frame 6 is attached to both side plate portions 13 of the suspension member combined metal fitting 9. , 13 while being inserted into the upper end portion of the base frame, the support pin 19 attached to the upper end portion of the base side vertical frame member 14 is hooked in the pin latching grooves 18, 18 of the both side plate portions 13, 13, so that the beam In the state where the frame 6 is temporarily placed, the base end side vertical frame member 14 and the free end portion of the diagonal member 8 are attached to the upper and lower end portions of the hanging material combined bracket 9 with bolts 10 and nuts 11, respectively. The mounting work of the beam frame 6 can be facilitated and performed safely.

しかして、図5の(b) に示すように梁枠6の基端部及び斜材8の遊端部を吊り材兼用金具9の上下端部に夫々取り付けた後、これら吊り材兼用金具9と梁枠6と斜材8とからなる複数のトラス構造体の両端の梁枠3,3に夫々側部手摺り7を取り付け、これら複数のトラス構造体の梁枠3上に足場板を載設し、更に両側部手摺り7,7の前端部間に前部手摺りを取り付けることによって、荷受けステージSを形成することができる。   As shown in FIG. 5B, after attaching the base end portion of the beam frame 6 and the free end portion of the diagonal member 8 to the upper and lower ends of the suspension member combined bracket 9, respectively, these suspension member combined bracket 9 The side handrails 7 are attached to the beam frames 3 and 3 at both ends of the plurality of truss structures composed of the beam frame 6 and the diagonal member 8, and the scaffolding plates are mounted on the beam frames 3 of the plurality of truss structures. The load receiving stage S can be formed by installing a front handrail between the front end portions of the handrails 7 and 7 on both sides.

上記のようにして取付装置Aの吊り材兼用金具9により枠組足場Wの外側部所要高さ位置に荷受けステージSを取り付けるわけであるが、建築作業の進行により枠組足場が高くなって、この荷受けステージSを一段高所側に付け替える時には、各吊り材兼用金具9をH形建枠1の縦材2に取り付けているボルト10を外し、またパイプクランプ35を外した後、荷受けステージSをクレーンで吊って所定高さ位置まで引き上げ、その所定位置で各吊り材兼用金具9を再びボルト10及びナット11によってH形建枠1の縦材2に取り付ければよい。   As described above, the load receiving stage S is attached to the required height position of the outer part of the frame scaffold W by the hanging material combined metal fitting 9 of the attachment device A. When changing the stage S to the one-high position side, remove the bolt 10 that attaches each lifting material combined bracket 9 to the vertical member 2 of the H-shaped building frame 1, removes the pipe clamp 35, and then loads the receiving stage S into the crane It is only necessary to hang up and pull it up to a predetermined height position, and at that predetermined position, each suspension material combined bracket 9 may be attached to the vertical member 2 of the H-shaped building frame 1 again by the bolt 10 and the nut 11.

以上のように、荷受けステージSをH形建枠1からなる枠組足場Wの外側部所要高さ位置に取り付ける本発明の取付装置Aは、上下に隣合うH形建枠1,1の上段側H形建枠1の縦材2と下段側H形建枠1の縦材2とに亘って添装される吊り材兼用金具9からなるもので、吊り材兼用金具9は、この金具9の上下両端部に梁枠6の基端部及び斜材8の遊端部が夫々切り離し可能に連結されると共に、この金具9の上下両端部が、上下に隣合うH形建枠1,1の夫々の縦材2に対し、各縦材2のボルト挿通孔5に挿通されるボルト10及びナット11によって取り付け固定されるようになっていて、梁枠6の基端部と斜材8の遊端部とをつなぐ吊り材を兼用するようになっているため、部材点数が少なくなって、製作コストを安くすることができると共に、この吊り材兼用金具9によって荷受けステージSを枠組足場Wに外側部所要高さ位置に簡単容易に取り付けることができる。   As described above, the attachment device A of the present invention for attaching the load receiving stage S to the required height position on the outer side of the frame scaffold W composed of the H-shaped building frame 1 is the upper stage side of the H-shaped building frames 1 and 1 adjacent to each other in the vertical direction. It consists of the hanging material combined metal fitting 9 attached over the vertical material 2 of the H-shaped building frame 1 and the vertical material 2 of the lower-stage H-shaped building frame 1. The base end portion of the beam frame 6 and the free end portion of the diagonal member 8 are detachably connected to the upper and lower end portions, respectively, and the upper and lower end portions of the metal fitting 9 are vertically adjacent to the H-shaped building frames 1 and 1. Each vertical member 2 is attached and fixed by bolts 10 and nuts 11 inserted into the bolt insertion holes 5 of the respective vertical members 2. Since it is also used as a suspension material to connect the end, the number of members can be reduced and the production cost can be reduced. Rutotomoni can easily easily attached to the hanging member outer portion required height position load receiving stage S framework scaffold W by alternate fittings 9.

また、吊り材兼用金具9は、H形建枠1の縦材2に添接される背面板部12と、両側板部13,13とで断面コ字状に形成されて、背面板部12がボルト10及びナット11によってH形建枠1の縦材2に固定されるようになっていると共に、両側板部13,13の上端部内に梁枠6の基端側縦枠材14が挿入されて、両側板部13,13から基端側縦枠材14を貫通するボルト15及びナット16によって固定され、両側板部13,13の下端部内に前記斜材8の遊端部が挿入されて、両側板部13,13から斜材8を貫通するボルト15及びナット16によって取り付けられるものであって、構造が簡単であるから、製作が容易で安価に提供でき、しかもH形建枠1への吊り材兼用金具9の取付作業、及び吊り材兼用金具9への梁枠6及び斜材8の取付作業が簡単であるため、施工能率の向上を図ることができる。   Further, the hanging material combined metal fitting 9 is formed in a U-shaped cross section with a back plate portion 12 attached to the vertical member 2 of the H-shaped building frame 1 and both side plate portions 13, 13. Is fixed to the vertical member 2 of the H-shaped building frame 1 by bolts 10 and nuts 11, and the proximal-side vertical frame member 14 of the beam frame 6 is inserted into the upper ends of both side plate portions 13, 13. Then, it is fixed by bolts 15 and nuts 16 penetrating the base end side vertical frame member 14 from the both side plate portions 13, 13, and the free end portion of the diagonal member 8 is inserted into the lower end portions of the both side plate portions 13, 13. The bolts 15 and nuts 16 penetrating the diagonal member 8 from the side plate portions 13 and 13 are attached, and the structure is simple. Therefore, the manufacture is easy and inexpensive, and the H-shaped building frame 1 is provided. The mounting work of the hanging material combined metal fitting 9 and the beam frame 6 to the hanging material combined metal fitting 9 and For operation of mounting the diagonal members 8 is simple, it is possible to improve the construction efficiency.

本発明に係る取付装置によって枠組足場に取り付けられた荷受けステージの側面図である。It is a side view of the load receiving stage attached to the frame scaffold by the attachment device according to the present invention. (a) は図1の矢印イで示す部分の拡大図、(b) は図1の矢印ロで示す部分の拡大図である。(a) is an enlarged view of a portion indicated by an arrow A in FIG. 1, and (b) is an enlarged view of a portion indicated by an arrow B in FIG. (a) は吊り材兼用金具9の側面図、(b) は正面図、(c) は背面図、(d) は底面図である。(a) is a side view of the hanging material combined metal fitting 9, (b) is a front view, (c) is a rear view, and (d) is a bottom view. (a) は図3の(b) の矢印ハで示す部分の拡大図、(b) は図3の(d) の拡大図である。(a) is an enlarged view of a portion indicated by an arrow c in FIG. 3 (b), and (b) is an enlarged view of (d) in FIG. (a) は枠組足場のH形建枠側に取り付けた吊り材兼用金具に梁枠及び斜材を取り付けようとしている状態を示す斜視図、(b) はその取り付けを終えた状態の斜視図である。(a) is a perspective view showing a state where beam frames and diagonal members are about to be attached to a hanging material combined metal fitting attached to the H-shaped building frame side of the frame scaffolding, and (b) is a perspective view after the attachment is completed. is there. 吊り材兼用金具に荷受けステージの梁枠及び斜材を取り付けた状態の側面でである。It is a side surface in a state in which the beam frame and the diagonal member of the load receiving stage are attached to the hanging material combined bracket. 吊り材兼用金具の上端部に梁枠の基端側縦枠材を取り付けようにしている状態の斜視図である。It is a perspective view of the state which is trying to attach the base end side vertical frame material of a beam frame to the upper end part of a hanging material combined metal fitting. (a) はH形建枠を示す正面図、(b) は(a) の矢印ニで示す部分の拡大図である。(a) is a front view showing an H-shaped building frame, and (b) is an enlarged view of a portion indicated by an arrow D in (a). (a) は補助枠を示す正面図、(b) は補助枠をH形建枠に連結した状態の一部拡大図である。(a) is a front view showing the auxiliary frame, (b) is a partially enlarged view of the auxiliary frame connected to the H-shaped building frame. (a) 〜(c) はH形建枠による枠組足場の組立方法を示す説明図である。(a)-(c) is explanatory drawing which shows the assembly method of the frame scaffold by an H-shaped building frame. (a) 及び(b) は同じく枠組足場の組立方法を示す説明図である。(a) And (b) is explanatory drawing which shows the assembly method of a frame scaffold similarly.

符号の説明Explanation of symbols

1 H形建枠
2 縦材
3 横材
5 ボルト挿通孔
S 荷受けステージ
5 ボルト挿通孔
6 梁枠
8 斜材
9 吊り材兼用金具
12 背面板部
13 側板部
14 梁枠の基端側縦枠材
17 コ字状支持片
18 ピン掛止用溝
19 支持ピン
DESCRIPTION OF SYMBOLS 1 H-shaped building frame 2 Vertical material 3 Horizontal material 5 Bolt insertion hole S Load receiving stage 5 Bolt insertion hole 6 Beam frame 8 Diagonal material 9 Hanging material combined metal fitting 12 Back surface plate part 13 Side plate part 14 Base frame side vertical frame material of a beam frame 17 U-shaped support piece 18 Pin retaining groove 19 Support pin

Claims (4)

両側一対の縦材と両縦材をつなぐ横材とによりH形に形成され且つ各縦材には横材との接合部の下部側にボルト挿通孔を横材と平行に貫設してなるH形建枠の横材間に足場板を架け渡しながら多段状に組み立てられる枠組足場から外側へ水平に張り出される梁枠と、この梁枠の先端下部に枢着される斜材とを備えた荷受けステージを、前記枠組足場の外側部所要高さ位置に取り付けるための枠組足場用荷受けステージの取付装置であって、
上下に隣合うH形建枠の上段側H形建枠の縦材と下段側H形建枠の縦材とに亘って添装される吊り材兼用金具からなり、
前記吊り材兼用金具は、この金具の上下両端部に梁枠の基端部及び斜材の遊端部が夫々切り離し可能に連結されると共に、この金具の上下両端部が上下に隣合うH形建枠の夫々の縦材に対し各縦材のボルト挿通孔に挿通されるボルト及びナットによって取り付け固定されるようになっている枠組足場用荷受けステージの取付装置。
It is formed in an H shape by a pair of vertical members on both sides and a horizontal member connecting the vertical members, and each vertical member is formed with a bolt insertion hole penetrating in parallel with the horizontal member on the lower side of the joint with the horizontal member. A beam frame that projects horizontally from a frame scaffolding that is assembled in a multi-stage manner with a scaffolding plate spanned between transverse members of an H-shaped building frame, and an oblique member that is pivotally attached to the lower end of the beam frame. A mounting stage for a frame scaffold for mounting the load receiving stage at a required height position on the outer side of the frame scaffold,
It consists of a vertical bracket for the upper H-shaped building frame adjacent to the upper and lower sides of the H-shaped building frame and a vertical bracket for the lower H-shaped building frame.
The hanging material combined metal fitting is connected to the upper and lower end portions of the metal fitting so that the base end portion of the beam frame and the free end portion of the diagonal member can be separated from each other, and the upper and lower end portions of the metal fitting are vertically adjacent to each other. A mounting device for a load receiving stage for a frame scaffolding, which is fixedly attached to each vertical member of a building frame by a bolt and a nut inserted into a bolt insertion hole of each vertical member.
前記吊り材兼用金具は、H形建枠の縦材に添接される背面板部と、両側板部とによって断面コ字状に形成されていて、背面板部が前記ボルト及びナットによってH形建枠の縦材に固定されるようになっていると共に、両側板部の上端部内に前記梁枠の基端側縦枠材が挿入されて、両側板部から基端側縦枠材を貫通するボルト及びナットによって固定され、両側板部の下端部内に前記斜材の遊端部が挿入されて、両側板部から斜材を貫通するボルト及びナットによって取り付けられるようになっている請求項1に記載の枠組足場用荷受けステージの取付装置。   The hanging material combined metal fitting is formed in a U-shaped cross section by a back plate portion and both side plate portions attached to the vertical member of the H-shaped building frame, and the back plate portion is H-shaped by the bolt and the nut. It is designed to be fixed to the vertical members of the building frame, and the base frame side vertical frame material of the beam frame is inserted into the upper ends of both side plate parts, and penetrates the base side vertical frame material from both side plate parts. 2. The fixed end is fixed by a bolt and a nut, and the free end portion of the diagonal member is inserted into a lower end portion of both side plate portions, and is attached by a bolt and a nut penetrating the diagonal member from both side plate portions. The mounting device for the load receiving stage for the frame scaffold described in 1. 前記吊り材兼用金具の両側板部上端部にピン掛止用溝が形成されていて、このピン掛止用溝に、前記梁枠の基端側縦枠材の上端部に突設された支持ピンが掛止されるようになっている請求項2に記載の枠組足場用荷受けステージの取付装置。   A pin latching groove is formed at the upper end of both side plate portions of the hanging material combined metal fitting, and a support projecting from the upper end of the vertical frame member on the base end side of the beam frame is formed in the pin latching groove. The mounting device for a load receiving stage for a frame scaffold according to claim 2, wherein a pin is hooked. 前記吊り材兼用金具の背面板部にはその外面の上下両端部に夫々、H形建枠の縦材に嵌合するコ字状支持片が取り付けられている請求項2又は3に記載の枠組足場用荷受けステージの取付装置。
The frame structure according to claim 2 or 3, wherein a U-shaped support piece that fits to a vertical member of an H-shaped building frame is attached to each of the upper and lower end portions of the outer surface of the back plate portion of the hanging material combined use metal fitting. Mounting device for loading stage for scaffolding.
JP2005046890A 2005-02-23 2005-02-23 Attachment device for loading stage for frame scaffolding Expired - Fee Related JP4129460B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914780A (en) * 2019-04-19 2019-06-21 四川优筑科技有限公司 It is a kind of for building the inclined pull type suspension supporting I-steel supporting element of external scaffolding
CN115262939A (en) * 2022-08-25 2022-11-01 中国五冶集团有限公司 Diagonal bracing type supporting structure for cantilever structure of high-rise building

Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
CN103046734B (en) * 2012-12-29 2015-03-18 上海建工一建集团有限公司 Environment-friendly flame-retardant scaffold system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914780A (en) * 2019-04-19 2019-06-21 四川优筑科技有限公司 It is a kind of for building the inclined pull type suspension supporting I-steel supporting element of external scaffolding
CN115262939A (en) * 2022-08-25 2022-11-01 中国五冶集团有限公司 Diagonal bracing type supporting structure for cantilever structure of high-rise building

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