JP6426917B2 - Side wall erection method and equipment for suspension scaffolding - Google Patents

Side wall erection method and equipment for suspension scaffolding Download PDF

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JP6426917B2
JP6426917B2 JP2014115906A JP2014115906A JP6426917B2 JP 6426917 B2 JP6426917 B2 JP 6426917B2 JP 2014115906 A JP2014115906 A JP 2014115906A JP 2014115906 A JP2014115906 A JP 2014115906A JP 6426917 B2 JP6426917 B2 JP 6426917B2
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wall panel
standing
base
scaffolding
main support
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JP2015229852A (en
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慎太郎 小酒
慎太郎 小酒
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Alinco Inc
Sugiko Co Ltd
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Sugiko Co Ltd
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Description

本発明は、高速道路や橋梁等の高架構築物の建設工事又は改修工事に際し、該高架構築物の延長方向に沿って構築される吊り足場において、該吊り足場の側端部に側壁を立設するための工法及び装置に関する。 The present invention is a suspension scaffold constructed along an extension direction of an elevated structure such as a highway or a bridge in a construction work or a repair work of the elevated structure, in which a side wall is erected at a side end of the suspension scaffold. Related to the construction method and equipment of

従来、高架構築物の建設又は改修に際しては、高架構築物に多数の足場板を索条により吊持すると共に、各足場板の妻側縁部に設けたフレームを前記高架構築物の延長方向に向けた状態で、該延長方向に多数の足場板を所定ピッチPで列設し、相互に連結することにより、吊り足場を構築している。 In the past, when constructing or renovating an elevated structure, a large number of scaffolding boards are suspended by cords on the elevated construction, and a frame provided at the end edge of each scaffolding board is directed in the extension direction of the elevated construction. A hanging scaffold is constructed by arranging a large number of scaffolding boards at a predetermined pitch P in the extension direction and connecting them to each other.

従って、吊り足場は、高架構築物の延長方向に向けて延設され、これにより、建設工事又は改修工事のための作業床を提供する。 Thus, the suspension scaffold is extended in the direction of extension of the elevated structure, thereby providing a workbed for construction or renovation work.

ところで、高速道路に代表されるように、高架構築物の延長方向は、必ずしも直線方向に限らず、カーブを描く曲線方向が含まれる。従って、吊り足場も、これに応じた方向に向けて構築する必要がある。 By the way, as represented by the expressway, the extension direction of the elevated structure is not limited to the straight line direction, but includes the curvilinear direction in which a curve is drawn. Therefore, the hanging scaffold also needs to be constructed in a direction corresponding to this.

このため、隣り合う足場板の妻側縁部を継手手段により相互に間隔調節可能に連結している。前記継手手段は、隣り合う足場板のフレームの間に、相互に対向するソケットとプラグを設け、プラグをソケットに摺動自在に嵌入することにより連結している。 For this reason, the end side edge parts of the adjacent scaffold boards are mutually connected so as to be adjustable in distance from each other by joint means. The coupling means is provided by connecting mutually opposing sockets and plugs between the frames of adjacent scaffolding boards, and the plugs are connected by being slidably fitted in the sockets.

従って、隣り合う足場板は、継手手段により連結された状態で、前記プラグとソケットを摺動させることにより、相互に間隔を調節することができ、これにより、隣り合う足場板の桁側縁部の接合部を所定角度で傾斜させることが可能となり、直線方向のみならず曲線方向を含む所望の延長方向に向けて吊り足場を構築することができるように構成されている。 Therefore, the adjacent scaffolding boards can be adjusted in distance from each other by sliding the plug and the socket in a state of being connected by the joint means, whereby the girder side edge of the adjacent scaffolding boards can be adjusted. It is possible to incline the joint portion at a predetermined angle, and to construct a suspension scaffold toward a desired extension direction including not only a linear direction but also a curvilinear direction.

特公平7−103679号公報Japanese Examined Patent Publication 7-103679 特許第2647801号公報Patent No. 2647801 gazette 特許第2647802号公報Patent No. 2647802 特許第2664642号公報Patent No. 2664642 特許第3012827号公報Patent No. 3012827 gazette 特許第4106133号公報Patent No. 4106133 特許第5399865号公報Patent No. 5399865 gazette

上記の吊り足場は、高架構築物の延長方向に向けて構築され、建設工事又は改修工事のための作業床を提供するが、側方空間が開放されているので、工事中の騒音等が外部に放出され、近隣者の迷惑となる。 The above-mentioned suspension scaffold is constructed toward the extension direction of the elevated structure and provides a work floor for construction work or repair work, but since the side space is open, noise etc. during the construction work to the outside It is released and it becomes annoyance to the neighbors.

また、列設された足場板をチェーン等の索条により吊持しているので、強風等を受けたときに揺れ動く可能性があり、しかも、上述のように、隣り合う足場板は、継手手段により間隔調節可能に連結され、非剛体構造を構成しているので、揺動時に作業床がねじれを生じるおそれがある。 In addition, since the scaffold plates arranged in a row are suspended by a cord such as a chain, there is a possibility of swinging when receiving strong wind and the like, and as described above, adjacent scaffold plates are joint means Since the space is adjustably connected by this to form a non-rigid structure, there is a possibility that the work floor may twist when rocking.

そこで、列設された各足場板の妻側縁部にパネル等による側壁を立設すれば、前記騒音等の問題を解決することが可能である。しかしながら、単に側壁を立設するだけでは、前記非剛体構造に関する問題は解決されない。 Then, if the side wall by a panel etc. is erected in the wife side edge part of each scaffold board arranged in a row, it is possible to solve the problem of the said noise etc. However, merely setting up the side wall does not solve the problem relating to the non-rigid structure.

しかも、上述のように、吊り足場は、隣り合う足場板の桁側縁部の接合部を所定角度で傾斜させることにより、直線方向のみならず曲線方向に向けて構築される結果、足場板毎にパネルを立設したときは、隣り合うパネルが相互に屈折して隙間を形成するので、前記騒音等の問題解決のためには不十分である。 Moreover, as described above, the suspension scaffold is constructed not only in the linear direction but also in the curvilinear direction by inclining the joint portion of the girder side edge part of the adjacent scaffold plate at a predetermined angle, each scaffold plate When the panels are erected, the adjacent panels are mutually bent to form a gap, which is insufficient for solving the problems such as the noise.

本発明は、上記課題を解決した吊り足場における側壁立設工法及び装置を提供するものである。 The present invention provides a side wall erection method and apparatus in a suspension scaffold that solves the above-mentioned problems.

そこで、本発明の工法が手段として構成したところは、高架構築物に多数の足場板を索条により吊持すると共に、各足場板の妻側縁部に設けたフレームを前記高架構築物の延長方向に向けた状態で、該延長方向に多数の足場板を所定ピッチPで列設し、隣り合う足場板の妻側縁部を継手手段により相互に間隔調節可能に連結して成る吊り足場において、前記足場板の妻側縁部に沿って側壁を立設する方法であり、前記列設された足場板のうち複数ピッチPnに相当して離間する所定位置において隣接する一対の足場板のフレームに起立構成体を立設し、該起立構成体により前記一対の足場板のフレームを連結する工程と、前記立設された複数の起立構成体を相互に連結部材により連結する工程と、前記立設された起立構成体の間に壁面パネル体を配設し、該壁面パネル体の両側縁部をそれぞれ起立構成体に取着する工程を含んで成る点にある。 Therefore, in the place where the method of the present invention is configured as a means, a large number of scaffolding boards are suspended by cords on the elevated construction, and a frame provided at the end edge of each scaffolding board is extended in the extension direction of the elevated construction. A suspension scaffold comprising a plurality of scaffolding boards arranged in a row at a predetermined pitch P in the extending direction, and the end edges of adjacent scaffolding boards being connected together so as to be adjustable in distance from each other by joint means. A side wall is erected along the end side edge portion of the scaffolding plate, and erected on the frames of a pair of adjacent scaffolding plates at predetermined positions spaced apart corresponding to a plurality of pitches Pn among the arranged scaffolding plates. A step of connecting the frames of the pair of scaffolding boards by the erecting members, and a step of connecting the plurality of erected members by the connecting member; Wall panel between raised constructions And arranged, it lies in comprising the step of attaching the side edges of the wall face panel body, each upright structure.

本発明の好ましい実施形態において、前記起立構成体は、ベース起立構成体と、延長起立構成体とから成り、前記吊り足場の列設された足場板のうち複数ピッチPnに相当して離間する所定位置において隣接する一対の足場板のフレームにベース起立構成体を立設する工程と、前記立設された複数のベース起立構成体を相互に連結部材により連結する工程と、前記立設されたベース起立構成体の間に壁面パネル体を配設し、該壁面パネル体の両側縁部をそれぞれベース起立構成体に取着する工程と、前記ベース起立構成体に前記延長起立構成体を連結することにより上向きに立設させる工程と、前記立設された延長起立構成体の間に壁面パネル体を配設し、該壁面パネル体の両側縁部をそれぞれ延長起立構成体に取着する工程を含んでいる。 In a preferred embodiment of the present invention, the standing structure comprises a base standing structure and an extended standing structure, and a predetermined number of spacing plates corresponding to a plurality of pitches Pn of the arrayed scaffolding boards are spaced apart. A step of erecting a base erecting structure on a frame of a pair of scaffolding boards adjacent in position, a step of mutually connecting the plurality of erected base erecting structures by a connecting member, and the erected base Disposing a wall panel between the upright structures and attaching the side edges of the wall panels to the base upright structure, and connecting the extended upright structure to the base upright structure. And a step of disposing a wall panel body between the erected standing erection members and attaching the both side edges of the wall panel body to the erecting erection members. It is.

前記ベース起立構成体に前記延長起立構成体を連設する際、前記吊り足場における足場板の上方空間に位置して、前記ベース起立構成体を介して作業床(F)を形成することが好ましい。 When the extended standing structure is connected to the base standing structure, it is preferable to form a work floor (F) via the base standing structure so as to be located above the scaffolding plate in the suspension scaffold. .

また、本発明の装置が手段として構成したところは、前記工法を実施する装置であり、前記起立構成体は、前記足場板のフレームに立設される主支柱と、該主支柱の側方に突出するアームと、前記主支柱の内側に配置される副支柱を設けており、前記主支柱は、該主支柱の下端部に前記足場板のフレームに着脱自在に固着可能な立設用固着具を備え、前記副支柱は、前記連結部材の端部に設けられた連結用固着具を着脱自在に固着させるように前記主支柱の内側に離間して該主支柱と平行に固設され、前記アームは、前記主支柱の両側に壁面パネル体を配置した状態で、両壁面パネル体をそれぞれ取着する取着具を着脱自在に固着させるように前記支柱の両側方に向けて突設されて成る点にある。 Further, the device according to the present invention is configured as a means is a device for carrying out the above-mentioned construction method, and the standing structure is a main support column erected on the frame of the scaffolding board and a side of the main support column. There is provided a protruding arm and a sub-post disposed inside the main post, and the main post is a standing fastener that can be detachably fixed to the frame of the scaffolding board at the lower end of the main post. And the sub-post is fixed in parallel with the main post at a distance from the inside of the main post so as to detachably fix a connecting fastener provided at the end of the connection member. The arms are protruded toward both sides of the pillar so as to detachably attach the attaching members for attaching the both wall panel bodies in a state where the wall panel body is disposed on both sides of the main pillar The point is

好ましくは、前記主支柱の外側に位置して該主支柱の両側に張り出すカバー板を設けており、主支柱の両側に壁面パネル体を配置したとき、該壁面パネルの側縁部が前記カバー板と前記アームの間に介装されると共に、両側の壁面パネルの相互に対向する側縁部の外側を前記カバー板により被うように構成している。 Preferably, the main and located outside of the column has a cover plate which projects on both sides of the main strut, when placing the wall panel member on either side of the main columns, the the side edges of the wall surface panel member The cover plate is interposed between the cover plate and the arm, and the outside of the mutually facing side edge of the wall panel body on both sides is covered by the cover plate.

前記主支柱は、隣接する足場板の前記継手手段の上方に位置して立設されるように構成されており、該主支柱の下端部から隣接する一対の足場板のフレームに沿って延びるベース体を設けると共に、前記ベース体を隣接する一対の足場板のフレームのそれぞれに着脱自在に固着する立設用固着具を設け、前記立設用固着具は、少なくとも縦軸廻りに回動自在な固着姿勢制御手段を介して前記ベース体に設けられていることが好ましい。 The main support post is configured to be erected above the joint means of the adjacent scaffolding board, and a base extending along the frame of the pair of adjacent scaffolding boards from the lower end of the main support post A standing fastener is provided for providing a body and detachably securing the base body to each of the frames of the adjacent pair of scaffolding plates, wherein the standing fastener is pivotable at least around the longitudinal axis. It is preferable to be provided in the said base body via the adhering attitude | position control means.

更に好ましくは、前記アームは、主支柱の両側に配置される壁面パネル体の側縁部の上下端部に臨むように構成され、前記壁面パネル体は、両側縁部の上下端部に該壁面パネル体の幅方向に延びる長孔を設けており、前記取着具は、前記アームに着脱自在に固着可能な固定用固着具と、該固定用固着具から延設されると共に前記長孔に挿通係止するピンを設けており、前記ピンを長孔に挿通係止した状態で、前記ピンと長孔により、前記壁面パネルを回動可能かつ幅方向に移動可能に係止する係止姿勢制御手段を構成している。 More preferably, the arms are configured to face upper and lower end portions of side edge portions of wall surface panel bodies disposed on both sides of the main support, and the wall surface panel bodies are provided at the upper and lower end portions of both side edge portions. An elongated hole extending in the width direction of the panel body is provided, and the attaching device is provided with a fixing fastener which can be detachably fixed to the arm, and extends from the fixing fastener and is attached to the long hole. A locking posture is provided which is provided with a pin that is inserted and locked, and in a state where the pin is inserted and locked in the long hole, the wall panel body is rotatably movable in the width direction by the pin and the long hole. It constitutes control means.

請求項1に記載の本発明によれば、複数ピッチPnに相当して離間する所定位置において隣接する一対の足場板3、3のフレーム5に起立構成体9を立設すると共に、該起立構成体9により前記一対の足場板のフレーム5、5を連結し、このようにして立設された複数の起立構成体9を相互に連結部材10により連結する構成であるから、隣り合う起立構成体9、9の間で複数ピッチPnにわたり列設された複数枚の足場板3、3をユニットとして一体的に連結した剛体構造を形成することができ、しかも、隣り合うユニットの間においても隣接する一対の足場板のフレーム5、5が好適に連結されるので、これにより、吊り足場の保形性と剛体化に貢献する。そして、隣り合う起立構成体9、9の間に壁面パネル体11を配設し取着することにより、足場板3の列設方向に連なる側壁8を好適に形成することができるという効果がある。 According to the first aspect of the present invention, the erecting structure 9 is erected on the frame 5 of the pair of scaffolding boards 3 and 3 adjacent to each other at predetermined positions separated by a plurality of pitches Pn. Since the frames 5 of the pair of scaffolding boards are connected by the body 9 and the plurality of erecting constructions 9 erected in this manner are mutually connected by the connecting member 10, adjacent erecting constructions A rigid structure can be formed by integrally connecting a plurality of scaffolding plates 3 and 3 arranged in a row across multiple pitches Pn between 9, 9 as a unit, and also adjacent between adjacent units Since the frames 5 of the pair of scaffolding boards are suitably connected, this contributes to the shape retention and rigidification of the hanging scaffold . And by arranging and attaching the wall surface panel body 11 between the adjacent standing structures 9, 9, there is an effect that the side wall 8 connected in the row direction of the scaffolding board 3 can be suitably formed. .

請求項2に記載の本発明によれば、ベース起立構成体9aの立設と連結部材10による連結により、前記効果を奏する側壁8を形成すると共に、更に、前記ベース起立構成体9aに延長起立構成体9bを連設し、該延長起立構成体9bに壁面パネル体11を装着することにより、背の高い側壁8を形成することができるという効果がある。 According to the present invention as set forth in claim 2, the side wall 8 having the above-mentioned effect is formed by the erecting of the base upright structure 9a and the connection by the connecting member 10, and further, the base upright structure 9a is extended and erected. By arranging the constructions 9 b in a row and mounting the wall panel 11 on the extended standing construction 9 b, it is possible to form the tall side walls 8.

請求項3に記載の本発明によれば、立設したベース起立構成体9aを介して、吊り足場における足場板3の上方空間に作業床Fを形成することにより、該ベース起立構成体9aに延長起立構成体9bを連設作業や、該延長起立構成体9bに壁面パネル体11を装着する作業が容易となる。 According to the third aspect of the present invention, the working floor F is formed in the space above the scaffolding board 3 in the hanging scaffold via the erected base erecting structure 9a, whereby the base erecting structure 9a is formed. The work of arranging the extended standing structure 9b in a row and the work of mounting the wall panel body 11 on the extended standing structure 9b are facilitated.

請求項4に記載の本発明によれば、主支柱12とアーム15と副支柱17を設けた起立構成体9を提供し、主支柱12を立設用固着具19により足場板3のフレーム5に立設し、副支柱17により連結部材10による連結を可能にし、アーム15に取着具26を固着することにより壁面パネル体11を取着するように構成しているので、請求項1に記載の側壁立設工法を好適に実施できる装置を提供することができる。 According to the present invention as set forth in claim 4, the erecting structure 9 provided with the main support 12, the arm 15, and the sub support 17 is provided, and the main support 12 is erected by the fixing tool 19 and the frame 5 of the scaffold plate 3 is provided. The wall panel body 11 is attached by attaching the attachment 26 to the arm 15 so that the wall panel 11 can be attached. The apparatus which can preferably implement the side wall standing construction method of description can be provided.

請求項5に記載の本発明によれば、起立構成体9の主支柱12の両側に配置された壁面パネル体11、11の相互に対向する側縁部は、外側からカバー板13により好適に被われるので、騒音等の漏洩防止効果に優れた側壁8を構築することができる。 According to the present invention as set forth in claim 5, the mutually facing side edges of the wall panel bodies 11, 11 arranged on both sides of the main support 12 of the upright structure 9 are more preferably covered by the cover plate 13 from the outside. Since it is covered, it is possible to construct the side wall 8 excellent in the effect of preventing the leakage of noise and the like.

請求項6に記載の本発明によれば、起立構成体9の主支柱12が隣接する足場板3、3の継手手段4の上方に立設され、一対の足場板3、3のフレーム5、5に沿って延びるベース体18に少なくとも縦軸廻りに回動自在な固着姿勢制御手段38を介して立設用固着具19を設けているので、足場板3が直線方向に列設されることにより一対のフレーム5、5を同一直線上に配置している場合と、足場板3が曲線方向に列設されることにより一対のフレーム5、5を屈折状態で配置している場合の何れにおいても、前記立設用固着具19をフレーム5に対して良好に固着することができ、起立構成体9を所望の位置に立設することが可能になる。 According to the present invention as set forth in claim 6, the main columns 12 of the upright structure 9 are erected above the joint means 4 of the adjacent scaffolding plates 3, 3 and the frame 5 of the pair of scaffolding plates 3, 3; Since the fixtures 19 for standing are provided on the base body 18 extending along 5 via the fixing position control means 38 which is pivotable at least around the longitudinal axis, the scaffold plates 3 are arranged in a straight line. Between the pair of frames 5 and 5 arranged on the same straight line and the case where the pair of frames 5 and 5 are arranged in a bent state by the scaffolding plate 3 being arranged in a line along the curved line. Also, the erecting fixture 19 can be well fixed to the frame 5 and the erecting structure 9 can be erected at a desired position.

しかも、このように、左右一対の足場板3、3のフレーム5、5が相互に立設用固着具19、19とベース体18を介して連結されるので、間隔調節可能な継手手段4で連結された左右一対の足場板3、3の連結構造を剛性化できる効果がある。 Moreover, since the frames 5 of the pair of left and right scaffolding plates 3 are connected to each other via the fixing fixtures 19 19 and the base body 18 as described above, the joint means 4 is adjustable in distance. There is an effect that the connecting structure of the pair of left and right scaffold plates 3 and 3 connected can be made rigid.

請求項7に記載の本発明によれば、壁面パネル体11の側縁部は、ピン28と長孔25により、回動可能かつ幅方向に移動可能に係止する係止姿勢制御手段40を介して取着されるので、足場板3が直線方向に列設されることにより一対のフレーム5、5を同一直線上に配置している場合と、足場板3が曲線方向に列設されることにより一対のフレーム5、5を屈折状態で配置している場合の何れにおいても、前記壁面パネル体11をフレーム5に沿う姿勢として配設することが可能になる。 According to the seventh aspect of the present invention, the side edge portion of the wall surface panel body 11 has the locking position control means 40 rotatably locked in the width direction by the pin 28 and the elongated hole 25. Since the scaffolding plates 3 are arranged in a straight line, the scaffolding plates 3 are arranged in a curvilinear direction when the pair of frames 5 are arranged on the same straight line. This makes it possible to arrange the wall panel body 11 as a posture along the frame 5 in any case where the pair of frames 5 are arranged in a refracted state.

本発明が実施される吊り足場の1例を示し、(A)は吊り足場を破断した状態で示す斜視図、(B)は足場板の継手手段を分離した状態を示す斜視図、(C)は足場板の継手手段を連結した状態を示す斜視図である。An example of the suspension scaffold by which this invention is implemented is shown, (A) is a perspective view shown in the state which fractured a suspension scaffold, (B) is a perspective view which shows the state which separated the joint means of the scaffold board, (C) These are perspective views which show the state which connected the joint means of the scaffold board. 本発明の1実施形態に基づいて吊り足場に側壁を立設した状態を示す斜視図である。It is a perspective view which shows the state which stood up the side wall in the suspension scaffold based on one Embodiment of this invention. 本発明に係るベース起立構成体と延長起立構成体から成る起立構成体の1実施形態を示す斜視図である。FIG. 1 is a perspective view of an embodiment of a stand up arrangement comprising a base stand up arrangement and an extended stand up arrangement according to the invention; 起立構成体の好ましい実施形態を構成するベース起立構成体を示す斜視図である。It is a perspective view which shows the base standing-up structure which comprises the preferable embodiment of a standing-up structure. 前記ベース起立構成体と、該ベース起立構成体に取着される壁面パネル及び取着具の1実施形態を示す斜視図である。FIG. 7 is a perspective view showing an embodiment of the base upright structure, a wall panel attached to the base upright structure, and an attachment. 前記ベース起立構成体と、連結部材を構成する水平材及び作業床を構成する支持部材並びに交差用固着具の1実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the support member which comprises the said base standing structure, the horizontal member which comprises a connection member, and a working floor, and the fastener for intersections. 連結部材を構成する斜材の1実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the diagonal material which comprises a connection member. 吊り足場にベース起立構成体を立設する方法を示し、(A)は立設した状態を示す斜視図、(B)は立設した状態の下側部分を示す正面図である。The method to erect a base standing structure on a suspension scaffold is shown, (A) is a perspective view which shows the state which stood, (B) is a front view which shows the lower part of the state which stood. 吊り足場に立設したベース起立構成体の下側部分を示す縦断面図である。It is a longitudinal cross-sectional view which shows the lower part of the base standing structure which stoodly provided in the suspension scaffold. 図9のA−A線断面図であり、(A)は接合部に傾斜角度が形成されていない足場板にベース起立構成体を立設した状態を示す断面図、(B)は接合部に傾斜角度が形成された足場板にベース起立構成体を立設した状態を示す断面図である。9 is a cross-sectional view taken along the line A-A of FIG. 9, wherein (A) is a cross-sectional view showing a state where the base standing structure is erected on a scaffolding plate in which no inclination angle is formed at the joint; It is sectional drawing which shows the state which stood up the base standing structure on the scaffold board in which the inclination angle was formed. 吊り足場に立設したベース起立構成体に壁面パネル体を装着する方法を示し、(A)は装着した状態を示す斜視図、(B)は作業状態を示す説明図である。The method of mounting a wall surface panel body to the base standing structure which stood up in the suspension scaffold is shown, (A) is a perspective view which shows the mounted state, (B) is explanatory drawing which shows an operation state. ベース起立構成体に壁面パネルを装着した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which mounted | wore the wall surface panel with the base standing structure. 図12のB−B線断面図であり、(A)は接合部に傾斜角度が形成されていない足場板に壁面パネル体を装着した状態を示す断面図、(B)は接合部に傾斜角度が形成された足場板に壁面パネル体を装着した状態を示す断面図である。It is a BB sectional view taken on the line of FIG. 12, (A) is a sectional view showing the state where a wall surface panel body was attached to a scaffolding board in which an inclination angle is not formed in a junction, (B) is an inclination angle to a junction It is sectional drawing which shows the state which mounted | wore the wall surface panel body with the scaffold board in which this was formed. 前記ベース起立構成体に延長起立構成体を連設すると共に壁面パネル体を装着する方法を示し、(A)は延長起立構成体に壁面パネル体を装着した状態を示す斜視図、(B)は作業状態を示す説明図である。The method which mounts a wall panel body while providing an extension standing structure continuously with the said base standing structure is shown, (A) is a perspective view which shows the state which mounted the wall panel body in the extension standing structure, (B) is It is an explanatory view showing a work state. 延長起立構成体に装着した壁面パネル体のロック機構を示し、(A)はロックの方法を示す斜視図、(B)はロックした状態を示す側面図、(C)はロックした状態を示す正面図である。The lock mechanism of the wall surface panel body attached to the extended standing structure is shown, (A) is a perspective view showing a locking method, (B) is a side view showing a locked state, (C) is a front view showing a locked state FIG.

以下図面に基づいて本発明の好ましい実施形態を詳述する。 Hereinafter, preferred embodiments of the present invention will be described in detail based on the drawings.

(吊り足場の構成)
図1は、従来公知の吊り足場を示しており、吊り足場を構成する足場構築体1は、高速道路や橋梁等の高架構築物(完成後又は完成前を問わない)の剛体フレーム又は躯体等の構造物からチェーン等の索条2を介して足場板3を吊持すると共に、該足場板3を高架構築物の延長方向Eに向けて所定ピッチPで列設することにより構築されている。
(Structure of suspension scaffold)
FIG. 1 shows a conventionally known suspension scaffold, and the scaffold assembly 1 constituting the suspension scaffold is a rigid frame or a cage of an elevated structure (whether completed or before completion) such as a highway or a bridge. The scaffold plate 3 is suspended from the structure through the cords 2 such as a chain, and the scaffold plate 3 is constructed by arranging the scaffold plate 3 at a predetermined pitch P in the extension direction E of the elevated structure.

図示のように、通常は、足場板3を密に列設しており、従って、この場合、所定ピッチPは、足場板3の妻側の幅寸法とほぼ等しい。 As shown, usually, the scaffold plates 3 are closely arranged, and in this case, the predetermined pitch P is substantially equal to the width dimension of the foot side of the scaffold plate 3.

上述したように、高速道路等の高架構築物の延長方向は、直線方向と曲線方向を含んでいるので、これに応じた方向に向けて足場構築体1を構築するため、隣り合う足場板3、3の相互に桁側の縁部を接合した接合部3aを所定角度θで傾斜させた状態で連結可能とする継手手段4が設けられている。 As described above, since the extension direction of the elevated structure such as the expressway includes the linear direction and the curvilinear direction, the adjacent scaffolding plates 3, 3 are constructed in order to construct the scaffold structure 1 in the direction corresponding thereto. A joint means 4 is provided which can be connected in a state in which a joint portion 3a in which the edge portions on the girder sides are jointed to each other is inclined at a predetermined angle θ.

図1(B)(C)に示すように、足場板3は、妻側縁部に丸パイプから成るフレーム5を固設し、該フレーム5を前記高架構築物の延長方向Eに向けて配置され、該フレーム5に前記継手手段4を設けている。フレーム5は、一端にパイプ端面を開放したソケット4aを設け、他端に該フレーム5から突設したプラグ4bを設け、列設された状態で隣り合う足場板3、3の相互において、プラグ4bをソケット4aに摺動自在に嵌入することにより前記継手手段4を構成している。 As shown in FIGS. 1 (B) and 1 (C), the scaffolding board 3 has a frame 5 made of a round pipe fixed at the end of the end, and the frame 5 is arranged in the extension direction E of the elevated structure. The joint means 4 is provided on the frame 5. The frame 5 is provided at one end with a socket 4a whose pipe end face is open and at the other end with plugs 4b protruding from the frame 5, and in a row, the scaffolding plates 3, 3 are connected with each other. The above-mentioned joint means 4 is constituted by slidably fitting in the socket 4a.

相互に嵌合したソケット4aとプラグ4bは、連結ピン6を貫通状態で挿着することにより抜止め保持されるが、連結ピン6の挿通孔を長孔7により形成し、該長孔7の範囲でプラグ4bとソケット4aの摺動を許すように構成しており、これにより、隣り合う足場板3、3の接合部3aの間隔を調節可能として、該接合部3aを所定角度θで傾斜させることが可能になるように構成されている。このため、所定角度θがゼロとなるように連結することにより直線方向に向けて足場板3を列設することができ、所定角度θが所望角度となるように連結することにより、隣り合う足場板3、3のフレーム5を屈折させ、曲線方向に向けて吊り足場板3を列設することができるように構成されている。尚、継手手段4は、図示のようなソケット4aとプラグ4bにより構成されたものでなくても良い。 The socket 4a and the plug 4b which are fitted to each other are retained by holding the connection pin 6 in a penetrating state, and the insertion hole of the connection pin 6 is formed by the long hole 7. The sliding of the plug 4b and the socket 4a is allowed within a range, whereby the distance between the joint 3a of the adjacent scaffolding boards 3 can be adjusted, and the joint 3a is inclined at a predetermined angle θ. It is configured to be able to Therefore, the scaffold plates 3 can be arranged in a row in the linear direction by connecting so that the predetermined angle θ becomes zero, and by connecting so that the predetermined angle θ becomes the desired angle, adjacent scaffolds 3 can be connected. The frames 5 of the plates 3, 3 are bent, and the hanging scaffold plates 3 can be arranged in a row in the direction of the curve. The joint means 4 may not be constituted by the socket 4a and the plug 4b as shown.

(側壁の構成)
上記のような吊り足場に対して、本発明によれば、前記足場板3の妻側縁部に沿って、図2に示すような側壁8が立設される。
(Configuration of side wall)
According to the present invention, a side wall 8 as shown in FIG. 2 is erected along the end edge of the scaffold plate 3 with respect to the suspension scaffold as described above.

(側壁立設工法)
側壁8は、列設された足場板3のうち、複数ピッチPnに相当して離間する所定足場板3のフレーム5に起立構成体9を立設する工程と、立設された複数の起立構成体9、9を相互に連結部材10により連結する工程と、立設された起立構成体9、9の間に壁面パネル体11を配設し、該壁面パネル体11の両側縁部をそれぞれ起立構成体9に取着する工程により構築される。
(Sidewall erection method)
The side wall 8 is a step of erecting the erecting structure 9 on the frame 5 of the predetermined scaffolding plate 3 which is spaced apart to correspond to the plurality of pitches Pn among the scaffolding plates 3 arranged in a row; A step of connecting the bodies 9, 9 to each other by the connecting member 10, and a wall panel body 11 is disposed between the erected standing structures 9, 9, and both side edges of the wall panel body 11 are erected respectively It is constructed by the process of attaching to the construction 9.

(側壁立設装置)
このような側壁8を立設するための装置は、以下に述べるような起立構成体9、連結部材10、壁面パネル体11と、その他の部材等により構成されている。
(Sidewall standing device)
An apparatus for erecting such a side wall 8 is composed of a standing structure 9, a connecting member 10, a wall panel 11 and other members as described below.

(起立構成体)
図示実施形態の場合、前記起立構成体9は、図3及び図4に示すように、ベース起立構成体9aと、該ベース起立構成体9aの上方に向けて連設可能とされる延長起立構成体9bにより構成されている。
(Standing structure)
In the case of the illustrated embodiment, as shown in FIG. 3 and FIG. 4, the standing structure 9 is an extended standing structure capable of being connected continuously with the base standing structure 9 a and the base standing structure 9 a. It is comprised by the body 9b.

ベース起立構成体9aと延長起立構成体9bは、両者に共通する構成として、足場板3のフレーム5に立設される角パイプから成る主支柱12と、該主支柱12の外側に位置して両側に張り出すカバー板13と、該主支柱12の内側にブラケット14を介して固設されると共に、該主支柱12の両側方に突出する丸パイプから成るアーム15を備えており、更に、主支柱12の内側にブラケット16を介して離間させられると共に、該主支柱12と平行状態で固設された丸パイプから成る副支柱17と、該副支柱17の両側方に突出する丸パイプから成る突出片17aを設けている。 The base upright structure 9a and the extended upright structure 9b are located common to both of the main support 12 consisting of a square pipe provided upright on the frame 5 of the scaffold plate 3 and the outside of the main support 12 as a common structure to both of them. A cover plate 13 projecting on both sides, and an arm 15 formed of a round pipe fixed on the inside of the main support 12 via a bracket 14 and projecting on both sides of the main support 12, further From the sub-post 17 consisting of a round pipe fixed inside the main post 12 via the bracket 16 and fixed in parallel with the main post 12, and from the round pipe projecting to both sides of the sub-post 17 And a protruding piece 17a.

前記ベース起立構成体9aは、更に、前記主支柱12の下端部に、後述するように隣り合う一対の足場板3、3のフレーム5、5に跨がって延びる角パイプから成るベース体18を固設しており、該ベース体18は、両端部の下面にクランプ締結具から成る一対の立設用固着具19を設けると共に、該立設用固着具19の内側に位置して一対の係止具20を設けている。 The base standing structure 9a further includes a base body 18 formed of an angular pipe extending across the frames 5 of the pair of scaffolding plates 3 adjacent to the lower end portion of the main support 12 as described later. The base body 18 is provided with a pair of erecting fasteners 19 consisting of clamp fasteners on the lower surfaces of both end portions, and is located inside the erecting fasteners 19 as a pair of erected fasteners. A locking tool 20 is provided.

ベース起立構成体9aに設けられたアーム15は、壁面パネル体11の上下寸法H(図5参照)に対応する間隔Sをあけて上下に複数本(図例の場合は3本)が設けられ、これにより、ベース起立構成体9aに上下複数枚(図例の場合は2枚)の壁面パネル体11を配設可能とするように構成されている。尚、最下位に位置するアーム15aは、前記ベース体18に臨んで設けられている。 A plurality of arms (three in the example shown) are provided on the upper and lower sides of the base upright structure 9a at intervals S corresponding to the upper and lower dimensions H (see FIG. 5) of the wall panel body 11. Thus, a plurality of (two in the case of the illustrated example) wall panel bodies 11 can be disposed on the base standing structure 9a. The lowermost arm 15a is provided to face the base body 18.

前記ベース起立構成体9aと延長起立構成体9bは、相互に主支柱12、12を着脱自在に嵌着可能とする主嵌着手段21と、相互に副支柱17、17を着脱自在に嵌着可能とする副嵌着手段22を設けている。 The base upright structure 9a and the extended upright structure 9b are fitted with the main fitting means 21 enabling the main columns 12, 12 to be detachably fitted to each other, and the sub columns 17, 17 to be detachably fitted to each other. A possible secondary attachment means 22 is provided.

前記主嵌着手段21は、下側に配置される主支柱12の上端のパイプ端面を開放したソケット21aと、上側に配置される主支柱12の下端に突設したプラグ21bにより構成されている。また、前記副嵌着手段22は、上側に配置される副支柱17の下端のパイプ端面を開放したソケット22aと、下側に配置される副支柱17の上端に突設したプラグ22bにより構成されている。従って、ベース起立構成体9aに対して、上から下に向けて、前記プラグとソケットを嵌合させることにより、延長起立構成体9bを上向きに連設することができる。更に、図示から明らかなように、同様にプラグとソケットを嵌合させることにより、延長起立構成体9bの上に、同一構成とされた別の延長起立構成体9bを連設することが可能である。尚、図示のように、副嵌着手段22は、バネにより出没自在な係止爪をプラグ22bに設け、前記係止爪を係止させる係止孔をソケット22aに設けることが好ましい。 The main fitting means 21 comprises a socket 21a in which the pipe end face of the upper end of the main support 12 disposed on the lower side is open, and a plug 21b projecting from the lower end of the main support 12 disposed on the upper side. . The auxiliary fitting means 22 is constituted by a socket 22a in which the pipe end face of the lower end of the auxiliary post 17 disposed on the upper side is opened and a plug 22b protruding from the upper end of the auxiliary post 17 disposed on the lower side. ing. Therefore, the extended rising structure 9b can be connected upward by connecting the plug and the socket with the base rising structure 9a from the top to the bottom. Furthermore, as is apparent from the drawing, by similarly engaging the plug and the socket, it is possible to connect another extended upright structure 9b having the same configuration on the extended upright structure 9b. is there. As shown in the drawing, it is preferable that the auxiliary fitting means 22 be provided with a locking claw which can be retracted by a spring on the plug 22b, and a locking hole for locking the locking claw is provided in the socket 22a.

前記延長起立構成体9bをベース起立構成体9aに連設した状態で、該延長起立構成体9bのアーム15dは、ベース起立構成体9aの最上位に位置するアーム15cに対して、前記間隔Sを保持するように構成されている。 In the state where the extended standing structure 9b is connected to the base standing structure 9a, the arm 15d of the extended standing structure 9b is the space S with respect to the arm 15c located at the top of the base standing structure 9a. Is configured to hold.

(壁面パネル体)
前記壁面パネル体11は、図5に示すように、矩形に枠組みされた額縁状の枠フレーム23にパネル板24を嵌着することにより構成され、両側縁部の上下端部に位置する4個所に該壁面パネル体11の幅方向に延びる長孔25を設けている。図例の場合、長孔25は、上下に位置する枠フレーム23と貫通して形成されているが、枠フレーム23とは別部材のブラケット等に設けても良い。
(Wall panel body)
As shown in FIG. 5, the wall panel body 11 is constructed by fitting a panel plate 24 to a frame-like frame frame 23 framed in a rectangular shape, and four points located at upper and lower end portions of both side edge portions A long hole 25 extending in the width direction of the wall surface panel body 11 is provided on the wall surface. In the case of the illustrated example, the long holes 25 are formed to penetrate the frame 23 located at the upper and lower positions, but may be provided on a bracket or the like separate from the frame 23.

(取着具)
壁面パネル体11は、側縁部を起立構成体9の主支柱12の側面に臨ませ、カバー板13とアーム15の間に挿入した状態で、取着具26により取着される。図示実施形態の場合、取着具26は、図5に示すように、起立構成体9のアーム15に摺動自在に装着されると共に着脱自在に固着されるクランプ締結具から成る固定用固着具27と、該固定用固着具27から延設された上下方向に延びるピン28を設けており、該ピン28を前記壁面パネル体11の長孔25に挿通係止するように構成している。
(Attachment tool)
The wall panel body 11 is attached by the attachment 26 with the side edge portion facing the side surface of the main column 12 of the upright structure 9 and inserted between the cover plate 13 and the arm 15. In the case of the illustrated embodiment, the fastening device 26 comprises a clamping fastener which is slidably mounted on the arm 15 of the standup assembly 9 and removably fixed thereto, as shown in FIG. 27 and a vertically extending pin 28 extended from the fixing fastener 27 so as to insert and lock the pin 28 in the long hole 25 of the wall panel 11.

(連結部材)
前記連結部材10は、前記複数ピッチPnに相当して離間する所定足場板3、3に立設された起立構成体9、9を相互に連結するものであれば良く、特に限定すべき構成を必要とするものではないが、図示実施形態の場合、図11(A)に示すように、丸パイプから成る長尺の水平材29と、伸縮管により形成された斜材30により構成されている。
(Connection member)
The connecting member 10 may be any member as long as it can mutually connect the erecting structures 9 and 9 erected on the predetermined scaffolding plates 3 and 3 spaced apart to correspond to the plurality of pitches Pn, and the configuration to be particularly limited Although it is not necessary, in the case of the illustrated embodiment, as shown in FIG. 11A, it is constituted by a long horizontal member 29 consisting of a round pipe and a diagonal member 30 formed by a telescopic tube. .

水平材29は、図6に示すように、起立構成体9の副支柱17に交差して水平に配置され、該交差部分29aを交差用固着具31により固着される。図示実施形態の場合、交差用固着具31は、X方向のパイプ材を着脱自在に固着可能とするクランプ締結具から成る第1固着具31aと、Y方向のパイプ材を着脱自在に固着可能するクランプ締結具から成る第2固着具31bを結合することにより形成されている。この際、第1固着具31aをX軸廻りに回動自在とし、第2固着具31bをY軸廻りに回動自在として、相互に枢結することが好ましい。 As shown in FIG. 6, the horizontal members 29 are horizontally disposed so as to intersect the sub-posts 17 of the upright structure 9, and the intersection portions 29 a are fixed by the intersection fastener 31. In the case of the illustrated embodiment, the crossing fastener 31 enables the first fastener 31a, which is a clamp fastener for detachably securing the X-direction pipe material, and the Y-direction tubing material, to be detachably fixed. It is formed by connecting the second fastener 31 b composed of a clamp fastener. At this time, it is preferable that the first fastener 31a be pivotable about the X axis and the second fastener 31b be pivotable about the Y axis so as to be mutually pivotally connected.

斜材30は、図7に示すように、伸縮自在かつ所望の伸縮状態で係止固定可能とされた伸縮管30a、30bにより構成され、起立構成体9の副支柱17に着脱自在に固着可能とされるクランプ締結具から成る連結用固着具32を前記伸縮管30a、30bのそれぞれの端部に設けている。この際、図示矢印で示すように、連結用固着具32は、斜材30の長手軸線に交差する軸廻りに回動自在に枢結されていることが好ましい。 As shown in FIG. 7, the diagonal member 30 is composed of telescopic pipes 30 a and 30 b which are telescopic and can be locked and fixed in a desired telescopic state, and can be detachably fixed to the sub-post 17 of the upright structure 9. A connecting fastener 32 consisting of a clamp fastener is provided at each end of the telescopic tubes 30a, 30b. At this time, as shown by the illustrated arrow, it is preferable that the connecting fixture 32 be pivotally pivoted around an axis intersecting the longitudinal axis of the diagonal member 30.

(作業床の構成部材)
上記の他、図2及び図14に示すような作業床Fを形成するために、パイプ材から成る支持部材33と、該支持部材に搭載される床部材34が設けられている。支持部材33は、図6に示すように、上記水平材29に交差配置され、交差部分33aを前記交差用固着具31により固着される。尚、図示省略しているが、支持部材33は、高架構築物に向けて延長され、端部を該高架構築物の剛体フレーム又は躯体等の構造物に着脱自在に固着される。従って、支持部材33は、起立構成体9が立設状態を保持するように堅固に支持すると共に、作業床Fの床部材34を強固に支持する。
(Component parts of work floor)
Besides the above, in order to form a work floor F as shown in FIGS. 2 and 14, a support member 33 made of a pipe material and a floor member 34 mounted on the support member are provided. As shown in FIG. 6, the supporting member 33 is disposed so as to cross the horizontal member 29, and the crossing portion 33 a is fixed by the crossing fixing member 31. Although not shown, the support member 33 is extended toward the elevated structure, and its end is detachably fixed to a structure such as a rigid frame or a rod of the elevated structure. Therefore, the support member 33 firmly supports the standing structure 9 to hold the standing state and firmly supports the floor member 34 of the working floor F.

(側壁立設工法及び装置の具体的実施例)
吊り足場を構成する足場構築体1に対して、本発明の工法及び装置により、側壁8を構築する方法を具体的に説明する。
(Specific example of side wall erection method and apparatus)
The method of constructing the side wall 8 will be specifically described with respect to the scaffold construction 1 constituting the suspension scaffold by the method and apparatus of the present invention.

(起立構成体の立設)
図8(A)に示すように、列設された足場板3のうち、複数ピッチPnに相当して離間する所定足場板3のフレーム5にベース起立構成体9aを立設する。
(Establishment of standing structure)
As shown to FIG. 8 (A), the base standing structure 9a is erected in the flame | frame 5 of the predetermined | prescribed scaffold board 3 which spaces apart corresponding to multiple pitch Pn among the scaffold boards 3 arranged in a row.

ベース起立構成体9aは、図8(B)に示すように、隣り合う一対の足場板3、3の接合部3aに対応する位置で継手手段4の上方に主支柱12を鉛直姿勢に配置し、該足場板3、3のフレーム5、5の上にベース体18を配置した状態で、立設用固着具19、19を該フレーム5、5に固着すると共に、係止具20、20を該フレーム5、5に係止することにより立設される。 As shown in FIG. 8 (B), the base upright structure 9a arranges the main support post 12 in the vertical posture above the joint means 4 at a position corresponding to the joint portion 3a of the adjacent pair of scaffolding plates 3 and 3. With the base body 18 disposed on the frames 5 and 5 of the scaffolding plates 3 and 3, the erecting fasteners 19 and 19 are fixed to the frames 5 and 5, and the fasteners 20 and 20 are fixed. The frame 5 is erected by being locked to the frame 5.

前記係止具20は、図8(B)及び図9に示すように、ベース体18にブラケット37を介して上下移動自在に支持されたL形の係止ピン36をスプリング35により上向きに付勢し、該係止ピン36を前記ブラケット37の溝37aに進入させると共に、フレーム5の下面に弾接させ、これによりフレーム5を前記ブラケット37と係止ピン36により挟持した状態で抱持している。従って、万一、立設用固着具19のナット等が弛むことにより、ベース起立構成体9aが立設姿勢から転倒した場合でも、係止ピン36がフレーム5を抱持することにより係止しているので、該ベース起立構成体9aが足場構築体1から落下することを防止する。 As shown in FIGS. 8B and 9, the locking tool 20 has an L-shaped locking pin 36 vertically supported by a base body 18 via a bracket 37 and attached upward by a spring 35. The lock pin 36 is urged to enter the groove 37a of the bracket 37 and is resiliently brought into contact with the lower surface of the frame 5 to hold the frame 5 in a state of being held between the bracket 37 and the lock pin 36. ing. Therefore, even if the base upright structure 9a falls from the standing posture by the slack of the nut or the like of the standing fixing tool 19, the locking pin 36 locks the frame 5 by holding it. Therefore, the base standing structure 9 a is prevented from falling from the scaffolding structure 1.

前記立設用固着具19は、ベース体18の下面に少なくとも縦軸廻りに回動自在な固着姿勢制御手段38を介して取付けられている。図示実施形態の場合、ベース体18に固着されたU形のブラケット39に対して枢軸38aを介して立設用固着具19を回動自在に枢着することにより固着姿勢制御手段38を構成している。 The erecting fixture 19 is attached to the lower surface of the base 18 via at least a fixed position control means 38 rotatable about the longitudinal axis. In the case of the illustrated embodiment, the fixing position control means 38 is configured by pivotally connecting the standing fixing member 19 via the pivot 38a to the U-shaped bracket 39 fixed to the base body 18 ing.

従って、図10(A)に示すように、隣り合う足場板3、3が相互に接合部3aの傾斜角度θをゼロとして足場板3を直線方向に列設している場合、つまり、一対のフレーム5、5が同一直線上に配置されている場合と、図10(B)に示すように、隣り合う足場板3、3が接合部3aに傾斜角度θを形成することにより足場板3を曲線方向に列設している場合、つまり、一対のフレーム5、5が屈折状態で配置されている場合の何れにおいても、固着姿勢制御手段38の回動を介して、立設用固着具19をフレーム5に沿わせた姿勢で良好に固着することができる。 Therefore, as shown to FIG. 10 (A), when adjacent scaffold board 3 and 3 mutually arranges the scaffold board 3 in linear direction by making inclination angle (theta) of the junction part 3 into zero, ie, a pair of When the frames 5 and 5 are arranged on the same straight line, and as shown in FIG. 10 (B), the scaffold plates 3 are formed by forming the inclination angle θ at the joint portion 3 a between the adjacent scaffold plates 3 and 3. In the case of arranging in a curvilinear direction, that is, in any of the cases where the pair of frames 5 and 5 are arranged in a refracted state, the fixing fixture 19 for erection is provided via the rotation of the fixing posture control means 38. In a posture along the frame 5.

このように左右一対の足場板3、3のフレーム5、5に跨がってベース起立構成体9aを立設すると共に、立設用固着具19、19を固着することにより、フレーム5、5を相互にベース体18を介して連結するので、間隔調節可能な継手手段4で連結された左右一対の足場板3、3の連結構造が剛性化される。即ち、これにより継手手段4は、間隔調節不能とされ、固定した連結状態を形成する。 In this manner, the base upright structure 9a is erected so as to straddle the frames 5 of the pair of left and right scaffolding plates 3 and 3, and the anchors 19 of the erection are fixed to the frame 5,5. Are connected to each other via the base body 18, so that the connection structure of the pair of left and right scaffold plates 3 and 3 connected by the space-adjustable joint means 4 is stiffened. This means that the coupling means 4 can not be adjusted in their spacing and form a fixed connection.

(起立構成体の連結)
図11(A)に示すように、複数ピッチPnに相当して離間する所定足場板3のフレーム5に立設したベース起立構成体9a、9aを相互に連結部材10により連結する。
(Connection of standing structure)
As shown in FIG. 11A, the base standing structures 9a, 9a erected on the frame 5 of the predetermined scaffolding plate 3 separated by a plurality of pitches Pn are mutually connected by the connecting member 10.

上述のように、ベース起立構成体9a、9aに跨がって水平材29が交差配置され、交差用固着具31によりそれぞれの副支柱17に固着される。また、隣り合うベース起立構成体9a、9aの副支柱17、17の相互に一対の斜材30、30がクロスした状態で配置され、連結用固着具32によりそれぞれの副支柱17に固着される。 As described above, the horizontal members 29 are cross-arranged across the base standing structures 9 a and 9 a and fixed to the respective sub-posts 17 by the cross-fixing members 31. In addition, a pair of diagonal members 30, 30 are arranged in a cross state between the sub-posts 17, 17 of the adjacent base standing structures 9a, 9a, and are fixed to the respective sub-posts 17 by the connecting fasteners 32. .

その結果、前記斜材30、30及び水平材29により、列設状態で立設されたベース起立構成体9a、9aが相互に堅牢に連結され、しかも、隣り合うベース起立構成体9a、9aの間で複数ピッチPnにわたり列設された複数枚の足場板3、3がユニットとして一体的に連結された剛体構造を形成し、しかも、前記水平材29により、前記ユニット間においても一体的に連結した剛体構造を形成する。 As a result, the base upright constructions 9a, 9a erected in a row are rigidly connected to each other by the diagonal members 30, 30 and the horizontal members 29, and moreover, adjacent base upright constructions 9a, 9a. A plurality of scaffolding plates 3, 3 arranged in a row across multiple pitches Pn form a rigid structure integrally connected as a unit, and moreover, the horizontal members 29 integrally connect also between the units Form a rigid body structure.

(壁面パネル体の装着)
図11(A)(B)に示すように、前記ベース起立構成体9a、9aの間に壁面パネル体11を配設し、該壁面パネル体11の両側縁部をそれぞれベース起立構成体9aに取着する。図示実施形態の場合、下段の壁面パネル体11aと上段の壁面パネル体11bが上下2段に装着される。
(Mounting of wall panel)
As shown in FIGS. 11A and 11B, a wall panel 11 is disposed between the base upright structures 9a and 9a, and both side edges of the wall panel 11 are respectively placed on the base upright structure 9a. Attach. In the case of the illustrated embodiment, the lower wall panel body 11a and the upper wall panel body 11b are mounted in two upper and lower stages.

図12に示すように、下段の壁面パネル体11aは、ベース体18に載置される。そこで、取着具26をベース起立構成体9aの最下位に位置するアーム15aに取付け、該取着具26のピン28を下向きとして下段の壁面パネル体11aの下側の枠フレーム23の長孔25に挿通係止する。 As shown in FIG. 12, the lower wall panel body 11 a is placed on the base body 18. Therefore, the attachment 26 is attached to the lowermost arm 15a of the base standing structure 9a, with the pin 28 of the attachment 26 facing downward, the long hole of the frame 23 on the lower side of the lower wall panel 11a. Insert and lock to 25.

上段の壁面パネル体11bは、前記下段の壁面パネル体11aの上に載置される。即ち、下段の壁面パネル体11aの上側の枠フレーム23の上に、上段の壁面パネル体11bの下側の枠フレーム23が載置され、相互に長孔25、25を連通させられる。このため、ベース起立構成体9aの上下中間に位置するアーム15bに1個の取着具26を取付けることにより、該取着具26のピン28を上向きとして前記連通する長孔25、25に挿通係止すれば良い。 The upper wall surface panel body 11b is placed on the lower wall surface panel body 11a. That is, the lower frame frame 23 of the upper wall panel body 11b is placed on the upper frame 23 of the lower wall panel body 11a, and the long holes 25 are communicated with each other. For this reason, by attaching one attachment 26 to the arm 15 b located at the upper and lower middle of the base standing structure 9 a, the pin 28 of the attachment 26 is inserted upward into the communicating long holes 25, 25. It suffices to lock it.

このように、取着具26のピン28は上向きとして長孔25に挿通係止されるので、下段の壁面パネル体11aを装着した状態でその長孔25に前記ピン28を挿通係止しておけば、その後、上段の壁面パネル体11bは、下降させながら下段の壁面パネル体11aに載置すると同時に、その長孔25にピン28が自動的に挿通係止されることになる。 As described above, since the pin 28 of the attachment 26 is inserted and locked in the long hole 25 as facing upward, the pin 28 is inserted and locked in the long hole 25 in a state where the lower wall panel body 11a is mounted. After that, the upper wall surface panel body 11b is placed on the lower wall surface panel body 11a while being lowered, and at the same time, the pin 28 is automatically inserted and locked in the long hole 25 thereof.

図13に示すように、壁面パネル体11の側縁部は、ベース起立構成体9aのカバー板13とアーム15の間に挿入され、前記ピン28を長孔25に挿通係止することにより取着される。この際、図13(A)に矢印で示すように、取着具26は、アーム15に沿って摺動した後に固着することにより、ピン28を長孔25の適切な位置に挿通係止することができる。 As shown in FIG. 13, the side edge portion of the wall surface panel body 11 is inserted between the cover plate 13 and the arm 15 of the base upright structure 9 a, and is inserted and locked in the long hole 25. To be worn. Under the present circumstances, as shown by the arrow in FIG. 13 (A), the attachment tool 26 penetrates and locks the pin 28 to the appropriate position of the long hole 25 by adhering after sliding along the arm 15 be able to.

前記ピン28と長孔25は、壁面パネル体11を回動可能かつ幅方向に移動可能に係止する係止姿勢制御手段40を構成している。従って、図13(A)に示すように、隣り合う足場板3、3が接合部3aの間の傾斜角度θをゼロとして足場板3を直線方向に列設している場合、つまり、一対のフレーム5、5が同一直線上に配置されている場合と、図13(B)に示すように、隣り合う足場板3、3が接合部3aの間に傾斜角度θを形成することにより足場板3を曲線方向に列設している場合、つまり、一対のフレーム5、5が屈折状態で配置されている場合の何れにおいても、壁面パネル体11をフレーム5、5に沿う姿勢として装着することができる。 The pin 28 and the long hole 25 constitute a locking position control means 40 for locking the wall panel 11 so as to be rotatable and movable in the width direction. Therefore, as shown to FIG. 13 (A), when adjacent scaffold board 3 and 3 arranges the scaffold board 3 in a straight line direction by making inclination angle (theta) between the junctions 3a into zero, ie, a pair When the frames 5 and 5 are arranged on the same straight line, and as shown in FIG. 13 (B), the scaffolding plates 3 and 3 adjacent to each other form the inclination angle θ between the joint portions 3a, thereby forming the scaffolding plates In any of the cases where 3 is arranged in a curvilinear direction, that is, in any of the cases where the pair of frames 5 and 5 are arranged in a refracted state, the wall panel body 11 is mounted as a posture along the frames 5 and 5 Can.

尚、図13に示すように、壁面パネル体11を装着するに先立ち、カバー板13の両側縁部に帯状の弾性パッキン13a、13aを貼着し、装着された壁面パネル体11が該弾性パッキン13aに密接するように構成することが好ましい。 As shown in FIG. 13, prior to mounting the wall panel body 11, band-like elastic packings 13 a and 13 a are attached to both side edges of the cover plate 13, and the wall panel body 11 mounted is elastic packing It is preferable to be configured to be in close contact with 13a.

(選択的構成)
上記のようにベース起立構成体9aに上下2段の壁面パネル体11a、11bを装着した状態で側壁8の立設を終了しても良い。この場合は、ベース起立構成体9aの最上位のアーム15cに取着具26を固着し、上段の壁面パネル体11bの上側の枠フレーム23の長孔25にピン28を挿通係止すると共に、後述するロック機構41を最上位のアーム15cに装着すれば良い。
(Optional configuration)
The erection of the side wall 8 may be ended in a state where the wall panel bodies 11a and 11b of upper and lower two stages are attached to the base erecting structure 9a as described above. In this case, the attachment 26 is fixed to the uppermost arm 15c of the base standing structure 9a, and the pin 28 is inserted into and engaged with the long hole 25 of the frame 23 on the upper side of the upper wall panel 11b. A lock mechanism 41 described later may be attached to the uppermost arm 15c.

しかしながら、本発明の選択可能な好ましい実施形態は、更に、壁面パネル体11を上方に連設可能とする延長起立構成体9bを設け、背の高い側壁8を立設可能とするように構成している。 However, the selectable preferred embodiment of the present invention is further configured to be provided with an extended upright structure 9b which allows the wall panel body 11 to be continuously provided upward, and to allow the tall side wall 8 to be erected. ing.

(作業床)
背の高い側壁8を立設する作業を容易にするため、図14に示すように、ベース起立構成体9aの内側に作業床Fを形成する。
(Work floor)
In order to facilitate the work of erecting the tall side wall 8, as shown in FIG. 14, a work floor F is formed inside the base standing structure 9a.

図6に基づいて上述したように、端部を高架構築物の構造物に固着される支持部材33を水平材29に交差配置すると共に交差用固着具31により固着し、該支持部材33の上に床部材34を搭載して固定することにより、作業床Fが形成される。そこで、作業者は、ベース起立構成体9aの突出片17aを梯子として利用することにより、作業床Fの上に登り、次の作業を行う。 As described above with reference to FIG. 6, the support member 33 whose end is fixed to the structure of the elevated structure is cross-arranged to the horizontal member 29 and fixed by the cross fixing tool 31. By mounting and fixing the floor member 34, the work floor F is formed. Therefore, the worker climbs on the work floor F by using the projecting piece 17a of the base standing structure 9a as a ladder to perform the next work.

(延長起立構成体9bの連設)
図14に示すように、先に立設したベース起立構成体9aの上に、延長起立構成体9bを上向きに連設する。上述のように、ベース起立構成体9aと延長起立構成体9bは、それぞれ、主嵌着手段21を介して相互に主支柱12、12を同軸上に連設し、副嵌着手段22を介して相互に副支柱17、17を同軸上に連設される。この状態で、延長起立構成体9bのアーム15dは、ベース起立構成体9aの最上位に位置するアーム15cに対して、前記壁面パネル体11の上下寸法Hに対応する間隔Sを保持する。
(Continuation of extended standing structure 9b)
As shown in FIG. 14, the extended standing structure 9b is continuously provided upward on the base standing structure 9a which has been previously set up. As described above, the base upright structure 9 a and the extended upright structure 9 b coaxially connect the main columns 12, 12 coaxially with each other through the main fitting means 21, and through the auxiliary fitting means 22. Thus, the secondary support posts 17 and 17 are coaxially connected to each other. In this state, the arm 15d of the extended standing structure 9b holds the space S corresponding to the vertical dimension H of the wall panel 11 with respect to the arm 15c located at the top of the base standing structure 9a.

(延長起立構成体に対する壁面パネル体の装着)
そこで、延長起立構成体9b、9bの間に壁面パネル体11cを配設し、該壁面パネル体11cの両側縁部をそれぞれ延長起立構成体9bに取着する。延長起立構成体9bに対して壁面パネル体11cを取着する方法は、ベース起立構成体9aに対して壁面パネル体11bを取着する上述の方法と同様である。
(Attachment of wall panel to extended standing structure)
Therefore, the wall panel body 11c is disposed between the extended standing structures 9b and 9b, and both side edges of the wall panel body 11c are attached to the extended standing structure 9b. The method for attaching the wall panel body 11c to the extended standing structure 9b is the same as the above-described method for attaching the wall panel body 11b to the base standing structure 9a.

前記壁面パネル体11cは、ベース起立構成体9aに装着された上段の壁面パネル体11bに載置される。この際、前記上段の壁面パネル体11bは、上側の枠フレーム23の長孔25に該ベース起立構成体9aの最上位のアーム15cに取付けた取着具26のピン28を上向きに挿通係止している。従って、延長起立構成体9bに装着される壁面パネル体11cの側縁部の下端部は、前記上段の壁面パネル体11bに載置すると、自動的にその長孔25にピン28が挿通係止されることになる。 The wall panel 11c is mounted on the upper wall panel 11b mounted on the base standing structure 9a. Under the present circumstances, the wall surface panel body 11b of the said upper stage inserts the pin 28 of the attachment 26 attached to the uppermost arm 15c of this base standing structure 9a in the long hole 25 of upper frame frame 23 upwards, and locks it. doing. Therefore, when the lower end of the side edge of the wall panel 11c attached to the extended standing structure 9b is placed on the wall panel 11b of the upper stage, the pin 28 is automatically inserted into the long hole 25 and locked. It will be done.

図15に示すように、壁面パネル体11cの側縁部の上端部は、延長起立構成体9bのアーム15dに取付けた取着具26のピン28を長孔25に対して上向きに挿通係止することにより取着される。 As shown in FIG. 15, the upper end portion of the side edge portion of the wall surface panel body 11c passes the pin 28 of the attachment 26 attached to the arm 15d of the extended standing structure 9b upward to the long hole 25 and locks. It is attached by doing.

従って、延長起立構成体9bを介して壁面パネル体11cを配設した後、この状態で側壁8の立設を終了する場合、つまり、ベース起立構成体9aに装着した上下2段の壁面パネル体11a、11bと、延長起立構成体9bの1段の壁面パネル体11cによる合計3段により側壁8を構成する場合は、延長起立構成体9bのアーム15dにロック機構41を装着する。 Therefore, after the wall panel body 11c is disposed through the extended standing structure 9b, the standing of the side wall 8 is finished in this state, that is, the upper and lower two-stage wall panel body attached to the base standing structure 9a. When the side wall 8 is constituted by a total of three stages of 11a and 11b and the wall surface panel body 11c of one stage of the extended upright structure 9b, the lock mechanism 41 is attached to the arm 15d of the extended upright structure 9b.

ロック機構41は、前記アーム15dに嵌挿される保持部材42と、該保持部材42の上部及び下部から前記壁面パネル体11cに向けて突出する一対の係止片43a、43bを設けたロック具41aにより構成されている。前記保持部材42は、前記アーム15に挿入したとき自動的に抜止め係止されるスプリング付きの係止ピン44を設けていることが好ましい。 The lock mechanism 41 is provided with a holding member 42 inserted into the arm 15d and a pair of locking pieces 43a and 43b projecting from the upper and lower portions of the holding member 42 toward the wall panel 11c. It is composed of Preferably, the holding member 42 is provided with a spring-loaded locking pin 44 which is automatically retained and locked when the holding member 42 is inserted into the arm 15.

主支柱12の両側に突出するアーム15dの両端に一対の保持部材42を嵌挿したとき、何れかの係止片43a、43bが保持部材42の上側に位置して壁面パネル体11cの上側に臨み、該壁面パネル体11cの上動を阻止し、長孔25がピン28から脱することを防止する。従って、アーム15dの左右両端に取付けられる左右の保持ロック具41aは、同じ構成のものを使用することが可能である。これにより、強風等により煽られた場合でも、壁面パネル体11cが延長起立構成体9bから離脱することはない。 When a pair of holding members 42 are inserted into both ends of the arms 15 d protruding to both sides of the main support 12, any one of the locking pieces 43 a and 43 b is positioned on the upper side of the holding member 42 and on the upper side of the wall panel 11 c. This prevents the upward movement of the wall panel body 11 c and prevents the long hole 25 from coming off the pin 28. Therefore, the left and right holding and locking devices 41a attached to the left and right ends of the arm 15d can be of the same configuration. As a result, the wall panel body 11c is not detached from the extended standing structure 9b even when it is scolded by a strong wind or the like.

(選択的構成)
図示のように、延長起立構成体9bは、ベース起立構成体9aに上向きに連設された状態で、更に別の延長起立構成体9を上向きに連設させることが可能となるように構成されている。つまり、上述のような主嵌着手段21を主支柱12に設けると共に、副嵌着手段22を副支柱17に設けており、複数の延長起立構成体9を上下に連設可能とするように構成されている。
(Optional configuration)
As illustrated, the extended standing structure 9 b is configured to be able to connect another extended standing structure 9 upward in a state where the extended standing structure 9 b is continuously provided upward to the base standing structure 9 a. ing. In other words, the main fitting means 21 as described above is provided on the main support 12 and the auxiliary fitting means 22 is provided on the auxiliary support 17, so that a plurality of extended standing structures 9 can be arranged vertically. It is configured.

従って、更に背の高い側壁8を立設することが必要なときは、必要に応じて、複数の延長起立構成体9を上下に連設し、連設した延長起立構成体9に壁面パネル体11を装着することが可能である。そして、足場板3の列設方向に列設された複数の延長起立構成体9は、上述したような水平材29や斜材30から成る連結部材10により連結することが可能である。 Therefore, when it is necessary to set up a taller side wall 8, if necessary, a plurality of extended standing structures 9 are vertically connected in a row, and a wall panel body is connected to the extended standing structures 9 connected in series. It is possible to wear 11. The plurality of extended standing structures 9 arranged in the row direction of the scaffolding plate 3 can be connected by the connecting member 10 formed of the horizontal member 29 and the diagonal member 30 as described above.

(任意的構成)
上述の図示実施形態は、図8に示すように、ベース起立構成体9aを立設した状態で、支持部材33を設け、これによりベース起立構成体9aの堅固な起立姿勢を可能とした好ましい実施形態を示しているが、この支持部材33を設ける工程は、図14に示すように、ベース起立構成体9aに壁面パネル体11を装着した後、作業床Fを形成するときに実施しても良い。また、起立構成体9を立設する際に、連結部材10により連結する工程と、壁面パネル体11を装着する工程は、何れを先に実施しても良く、或いは、同時並行的に実施しても良い。
(Optional configuration)
In the illustrated embodiment described above, as shown in FIG. 8, the supporting member 33 is provided in a state in which the base standing structure 9a is set upright, thereby enabling a firm standing posture of the base standing structure 9a. Although the form is shown, the step of providing the support member 33 may be carried out when forming the work floor F after the wall panel body 11 is attached to the base upright construction 9a as shown in FIG. good. Moreover, when erecting the erecting structure 9, either of the step of connecting by the connecting member 10 and the step of attaching the wall panel body 11 may be performed first, or performed in parallel simultaneously. It is good.

1 足場構築体
2 索条
3 足場板
3a 接合部
4 継手手段
5 フレーム
6 連結ピン
7 長孔
8 側壁
9 起立構成体
9a ベース起立構成体
9b 延長起立構成体
10 連結材
11、11a、11b、11c 壁面パネル体
12 主支柱
13 カバー板
13a 弾性パッキン
14 ブラケット
15、15a、15b、15c、15d アーム
16 ブラケット
17 副支柱
17a 突出片
18 ベース体
19 立設用固着具
20 係止具
21 主嵌着手段
21a ソケット
21b プラグ
22 副嵌着手段
22a ソケット
22b プラグ
23 枠フレーム
24 パネル板
25 長孔
26 取着具
27 固定用固着具
28 ピン
29 水平材
29a 交差部分
30 斜材
30a、30b 伸縮管
31 交差用固着具
31a 第1固着具
31b 第2固着具
32 連結用固着具
33 支持部材
33a 交差部分
34 床部材
35 スプリング
36 係止ピン
37 ブラケット
37a 溝
38 固着姿勢制御手段
38a 枢軸
39 ブラケット
40 係止姿勢制御手段
41 ロック機構
41a ロック具
42 保持部材
43a、43b 係止片
44 係止ピン
DESCRIPTION OF SYMBOLS 1 Scaffold construction 2 cord 3 Scaffold board 3a Joint 4 Joint means 5 Frame 6 Connection pin 7 Long hole 8 Side wall 9 Standing structure 9a Base standing structure 9b Extended standing structure 10 Connecting materials 11, 11a, 11b, 11c Wall panel 12 Main support 13 Cover plate 13a Elastic packing 14 Brackets 15, 15a, 15b, 15c, 15d Arm 16 Bracket 17 Sub support 17a Protruding piece 18 Base body 19 Standing fixture 20 Locking means 21 Main fitting means 21a Socket 21b Plug 22 Sub-fitting means 22a Socket 22b Plug 23 Frame Frame 24 Panel plate 25 Slotted hole 26 Attachment 27 Fixing fixture 28 Pin 29 Horizontal member 29a Crossed part 30 diagonal member 30a, 30b Telescopic tube 31 For intersection Fastener 31a First fastener 31b Second fastener 32 Connecting fastener 33 Support member 33a Cross Min 34 Floor member 35 spring 36 locking pin 37 bracket 37a groove 38 fixed attitude control means 38a pivot 39 bracket 40 engaging the attitude control means 41 locking mechanism 41a locking wings 42 holding member 43a, 43b locking piece 44 locking pin

Claims (7)

高架構築物に多数の足場板(3)を索条により吊持すると共に、各足場板の妻側縁部に設けたフレーム(5)を前記高架構築物の延長方向に向けた状態で、該延長方向に多数の足場板を所定ピッチPで列設し、
隣り合う足場板の妻側縁部を継手手段(4)により相互に間隔調節可能に連結して成る吊り足場において、前記足場板の妻側縁部に沿って側壁(8)を立設する方法であり、
前記列設された足場板のうち複数ピッチPnに相当して離間する所定位置において隣接する一対の足場板(3,3)のフレーム(5)に起立構成体(9)を立設し、該起立構成体(9)により前記一対の足場板のフレーム(5,5)を連結する工程と、
前記立設された複数の起立構成体(9,9)を相互に連結部材(10)により連結する工程と、
前記立設された起立構成体(9,9)の間に壁面パネル体(11)を配設し、該壁面パネル体の両側縁部をそれぞれ起立構成体(9,9)に取着する工程を含んで成ることを特徴とする吊り足場における側壁立設工法。
While suspending a large number of scaffolding boards (3) to the elevated construction by cords, the frame (5) provided at the end edge of each scaffolding board being directed in the extension direction of the elevated construction, the extending direction Multiple scaffolding boards at a given pitch P,
Method of erecting a side wall (8) along the end edge of the scaffold plate in a suspension scaffold in which the end edges of adjacent scaffold plates are connected so as to be adjustable in distance from each other by joint means (4) And
A standing structure (9) is erected on a frame (5) of a pair of scaffolding boards (3, 3) adjacent to each other at predetermined positions separated by a plurality of pitches Pn among the arranged scaffolding boards , Connecting the frames (5, 5) of the pair of scaffolding boards by a standing structure (9) ;
Connecting the plurality of erected structures (9, 9) to one another by a connecting member (10);
A step of disposing a wall panel body (11) between the erected erection structures (9, 9) and attaching both side edges of the wall panel body to the erection structures (9, 9) Side wall erection construction method in the suspension scaffold characterized by including.
前記起立構成体(9)は、ベース起立構成体(9a)と、延長起立構成体(9b)とから成り、
前記吊り足場の列設された足場板のうち複数ピッチPnに相当して離間する所定位置において隣接する一対の足場板(3,3)のフレーム(5)にベース起立構成体(9a)を立設する工程と、
前記立設された複数のベース起立構成体(9a,9a)を相互に連結部材(10)により連結する工程と、
前記立設されたベース起立構成体(9a,9a)の間に壁面パネル体(11)を配設し、該壁面パネル体の両側縁部をそれぞれベース起立構成体(9a,9a)に取着する工程と、
前記ベース起立構成体(9a)に前記延長起立構成体(9b)を連設することにより上向きに立設させる工程と、
前記立設された延長起立構成体(9b,9b)の間に壁面パネル体(11)を配設し、該壁面パネル体の両側縁部をそれぞれ延長起立構成体(9b,9b)に取着する工程を含んで成ることを特徴とする請求項1に記載の吊り足場における側壁立設工法。
Said standing structure (9) comprises a base standing structure (9a) and an extended standing structure (9b)
The base standing structure (9a) is erected on the frame (5) of a pair of scaffolding boards (3, 3) adjacent to each other at a predetermined position spaced apart corresponding to a plurality of pitches Pn among the scaffolding boards arranged in a row Process to set up,
Connecting the plurality of erected base standing structures (9a, 9a) to each other by a connecting member (10);
A wall panel (11) is disposed between the erected base standing structures (9a, 9a), and both side edges of the wall panel are attached to the base standing structures (9a, 9a), respectively. The process to
Connecting the extended standing structure (9b) to the base standing structure (9a) so as to stand upwards;
A wall panel body (11) is disposed between the erected standing upright structures (9b, 9b), and both side edges of the wall panel body are attached to the elongated upright constructions (9b, 9b), respectively. The side wall erection construction method in the suspension scaffold according to claim 1, comprising the step of:
前記ベース起立構成体(9a)に前記延長起立構成体(9b)を連設する際に、前記吊り足場における足場板の上方空間に位置して、前記ベース起立構成体(9a)を介して作業床(F)を形成することを特徴とする請求項2に記載の吊り足場における側壁立設工法。 When connecting the extended standing structure (9b) to the base standing structure (9a), work is performed via the base standing structure (9a) in a space above the scaffold plate in the suspension scaffold. The side wall erection method in the suspension scaffold according to claim 2, characterized in that a floor (F) is formed. 請求項1に記載の側壁立設工法を実施する装置であり、
前記起立構成体(9)は、前記足場板(3)のフレーム(5)に立設される主支柱(12)と、該主支柱の側方に突出するアーム(15)と、前記主支柱の内側に配置される副支柱(17)を設けており、
前記主支柱(12)は、該主支柱の下端部に前記足場板のフレームに着脱自在に固着可能な立設用固着具(19)を備え、
前記副支柱(17)は、前記連結部材(10)の端部に設けられた連結用固着具(32)を着脱自在に固着させるように前記主支柱(12)の内側に離間して該主支柱と平行に固設され、
前記アーム(15)は、前記主支柱(12)の両側に壁面パネル体(11,11))を配置した状態で、両壁面パネル体(11,11)をそれぞれ取着する取着具(26)を着脱自在に固着させるように前記主支柱(12)の両側方に向けて突設されて成ることを特徴とする吊り足場における側壁立設装置。
An apparatus for carrying out the side wall erection method according to claim 1;
The erecting structure (9) comprises a main support post (12) provided upright on the frame (5) of the scaffolding plate (3), an arm (15) projecting to the side of the main support post, and the main support post The sub post (17) is located inside the
The main support post (12) is provided at the lower end portion of the main support post with a standing attachment (19) which can be removably fixed to the frame of the scaffolding plate;
The sub support post (17) is spaced apart from the inside of the main support post (12) so as to detachably fix a connection fixing member (32) provided at an end of the connection member (10). Fixed parallel to the column,
The arm (15) is an attachment (26) for attaching both wall panel bodies (11, 11) in a state where the wall panel bodies (11, 11) are disposed on both sides of the main support column (12). A side wall erecting device in a suspension scaffold, which is protruded toward both sides of the main support post (12) so as to detachably fix them.
前記主支柱(12)の外側に位置して該主支柱の両側に張り出すカバー板(13)を設けており、
主支柱の両側に壁面パネル体(11,11)を配置したとき、該壁面パネルの側縁部が前記カバー板(13)と前記アーム(15)の間に介装されると共に、両側の壁面パネル(11,11)の相互に対向する側縁部の外側を前記カバー板(13)により被うように構成して成ることを特徴とする請求項4に記載の吊り足場における側壁立設装置。
There are provided cover plates (13) located on the outside of the main support column (12) and projecting on both sides of the main support column,
When placing the wall panel member (11, 11) on both sides of the main strut, with side edges of the wall face panel body is interposed between the cover plate (13) and said arm (15), both sides of the The side walls of the suspension scaffold according to claim 4, characterized in that the cover plate (13) covers the outside of the mutually facing side edges of the wall panel body (11, 11). Equipment.
前記主支柱(12)は、隣接する足場板の前記継手手段(4)の上に位置して立設されるように構成されており、
該主支柱(12)の下端部から隣接する一対の足場板のフレーム(5,5)に沿って延びるベース体(18)を設けると共に、前記ベース体を隣接する一対の足場板のフレームのそれぞれに着脱自在に固着する立設用固着具(19,19)を設け、
前記立設用固着具(19)は、少なくとも縦軸廻りに回動自在な固着姿勢制御手段(38)を介して前記ベース体(18)に設けられて成ることを特徴とする請求項4又は5に記載の吊り足場における側壁立設装置。
The main support post (12) is configured to be erected on the joint means (4) of the adjacent scaffolding plate,
There is provided a base body (18) extending along the frames (5, 5) of the pair of scaffolding boards adjacent from the lower end of the main support column (12), and each of the frames of the pair of scaffolding boards adjacent to the base body Mounting fixtures (19, 19) for releasably fixing to the
The mounting fixture (19) according to claim 4, characterized in that it is provided on the base body (18) via a fixing position control means (38) which is pivotable at least around the longitudinal axis. The side wall standing-up apparatus in the suspension scaffold as described in 5.
前記アーム(15)は、主支柱(12)の両側に配置される壁面パネル体(11,11)の側縁部の上下端部に臨むように構成され、
前記壁面パネル体(11)は、両側縁部の上下端部に該壁面パネル体の幅方向に延びる長孔(25)を設けており、
前記取着具(26)は、前記アーム(15)に着脱自在に固着可能な固定用固着具(27)と、該固定用固着具から延設されると共に前記長孔に挿通係止するピン(28)を設けており、
前記ピン(28)を長孔(25)に挿通係止した状態で、前記ピンと長孔により、前記壁面パネル(11)を回動可能かつ幅方向に移動可能に係止する係止姿勢制御手段(40)を構成して成ることを特徴とする請求項4、5又は6に記載の吊り足場における側壁立設装置。
The arms (15) are configured to face upper and lower end portions of side edges of the wall panel body (11, 11) disposed on both sides of the main support post (12).
The wall panel body (11) is provided with elongated holes (25) extending in the width direction of the wall panel body at upper and lower end portions of both side edge portions,
The attachment (26) is a fixing fastener (27) which can be detachably fixed to the arm (15), and a pin which is extended from the fixing fastener and which is inserted and locked in the long hole (28) is provided,
Locking posture control that allows the wall panel body (11) to be rotatably and widthwise movable locked by the pin and the long hole in a state where the pin (28) is inserted into and locked to the long hole (25) 7. A device as claimed in claim 4, characterized in that it comprises means (40).
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JP7491775B2 (en) 2020-08-24 2024-05-28 アルインコ株式会社 Joint device for scaffolding components in suspended scaffolding

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