JP2017160726A - Construction method of temporary fall prevention fence and temporary fall prevention fence - Google Patents

Construction method of temporary fall prevention fence and temporary fall prevention fence Download PDF

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JP2017160726A
JP2017160726A JP2016047829A JP2016047829A JP2017160726A JP 2017160726 A JP2017160726 A JP 2017160726A JP 2016047829 A JP2016047829 A JP 2016047829A JP 2016047829 A JP2016047829 A JP 2016047829A JP 2017160726 A JP2017160726 A JP 2017160726A
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horizontal member
fall prevention
column
frame
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JP6203309B2 (en
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佳顕 山本
Yoshiaki Yamamoto
佳顕 山本
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K Con Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a temporary fall prevention fence erectable-fixable in a proper position of an installed U-shaped water passage.SOLUTION: A column 3 is positioned on the tip part side of a horizontal member 2, and fixing means 4 is positioned on the base end part side, and the fixing means 4 is composed of a freely rotatable vertical lever and a freely expandable movable lever for providing a pressure contact plate on the tip of journaling on the left and right of a lower part of the vertical lever, and the pressure contact plate is press-contacted/fixed to left-right inner wall surfaces of a U-shaped water passage by expansively opening the movable lever by rotation of the vertical lever, and the horizontal member 2 and the column 3 are fixed by fixing an upper part of the vertical lever to the base end part side of the horizontal member, and a first skeleton is constructed by the horizontal member 2, the column 3 and the fixing means 4, and a second skeleton is constructed at a predetermined interval in the longitudinal direction of the U-shaped water passage by the horizontal member 2, the column 3 and the fixing means 1 similar to the first skeleton, and fall prevention means 5 is provided between the columns of the first and second skeletons.SELECTED DRAWING: Figure 1

Description

本発明は、設置済のU字形水路に近接する外側領域に構築する仮設用落下防止柵において、その設置済のU字形水路を仮設用落下防止柵の支持手段として利用する構築方法及び仮設用落下防止柵に関するものである。   The present invention relates to a temporary fall prevention fence constructed in an outer region adjacent to an installed U-shaped waterway, a construction method for using the installed U-shaped water path as a support means for the temporary fall prevention fence, and a temporary fall. It is about prevention fence.

道路の縁部や法面等の高い場所で狭隘な領域での作業には落下の危険性を伴うため仮設用落下防止柵を構築しているが、当該仮設用落下防止柵は、下方の地表面より立ち上げ構築することはできないので、縁部や法面に生じている狭隘な平坦領域等を利用して当該狭い平坦地或いはその平坦地の縁部や傾斜面から外方へ突出するようにして仮設用落下防止柵を構築している。しかし、当該部分は幅が狭いため落下防止手段となるロープやネットを保持し、衝撃に耐えることのできる強度の有る支柱を立設固定するための掘削作業やコンクリートの打設作業或いは重量物の設置作業等の諸作業は極めて困難な状態であり危険を伴うものであった。   Temporary fall prevention fences are constructed because there is a risk of falling when working in confined areas at high places such as road edges and slopes. Since it cannot be built up from the surface, it can be projected outward from the narrow flat area or the edge or inclined surface of the flat area by using a narrow flat area generated on the edge or slope. As a result, a temporary fall prevention fence is constructed. However, since this part is narrow in width, it holds ropes and nets that serve as fall prevention means, and excavation work, concrete placement work, Various operations such as installation work were extremely difficult and dangerous.

また、コンクリートの打設によって支柱等を固定するとなると、使用後の仮設用落下防止柵の撤去のためにはコンクリートの破壊や支柱の切断およびそれらの運搬等に多くの別途作業が必要となった。   In addition, when concrete pillars were fixed by placing concrete, many separate operations were required to destroy concrete, cut pillars, and transport them to remove the temporary fall prevention fence after use. .

そこで、既設の構築物を支柱等の支持手段として利用して仮設用落下防止柵を構築することが考えられるが、道路の縁部や法面等の傾斜地では適切な支柱を支持するための既存の構築物を得ることは困難であった。   Therefore, it is conceivable to construct a temporary fall prevention fence using the existing structure as a support means for the pillars, etc., but existing support for supporting appropriate pillars on slopes such as road edges and slopes. It was difficult to obtain a construct.

下記の特許文献1は、側溝ブロック本体の長さ方向の外側となる一側上部を突出する肉厚部として形成し、その肉厚部の天端面の所定間隔毎に縦穴を設け、該縦穴に転落防止柵用の支柱を挿入して固定することで道路の縁部や高い場所での狭隘な領域でも転落防止柵を形成することを可能としているものである。しかし、上記転落防止柵は、側溝ブロック本体に予め支柱挿入用の縦穴を形成しておく必要が有ること、且つ、支柱の挿入後は該縦穴にモルタルを充填して固化させることで該支柱を支持する手段としているので、該支柱を撤去するには側溝ブロックを破壊するか支柱を切断する必要があり、恒久的な転落防止柵としては有効であっても、仮設用としては適切なものではなかった。   The following Patent Document 1 is formed as a thick portion projecting one side upper portion that is the outside in the length direction of the gutter block body, and provided with a vertical hole at every predetermined interval of the top end surface of the thick portion, A fall prevention fence can be formed even in a narrow area at the edge of a road or at a high place by inserting and fixing a column for the fall prevention fence. However, it is necessary for the fall prevention fence to have a vertical hole for inserting a column in the side groove block body in advance, and after inserting the column, the vertical hole is filled with mortar and solidified to solidify the column. Since it is a means to support, it is necessary to destroy the gutter block or to cut the column in order to remove the column, even if it is effective as a permanent fall prevention fence, it is not suitable for temporary use There wasn't.

実開昭63−81988号公報Japanese Utility Model Publication No. 63-81988

本発明は、U字形水路に予め特別な手段を形成することなく設置済のU字形水路の適宜位置に仮設用落下防止柵の水平部材を固定することで支柱を立設固定することができ、該支柱と水平部材及び固定手段とで仮設用落下防止柵の骨組を形成し、該支柱間にロープや網体により落下防止手段を構築することができるものである。本発明は、強度と安全性の高い仮設用落下防止柵を構築することができ、また、撤去作業も簡単に対応できる仮設用落下防止柵の構築方法及びその構築方法によって構築された仮設用落下防止柵を提供するものである。   The present invention can fix the column upright by fixing the horizontal member of the temporary fall prevention fence at an appropriate position of the U-shaped water channel that has been installed without forming special means in advance in the U-shaped water channel, A frame of a temporary fall prevention fence can be formed by the support column, the horizontal member, and the fixing unit, and the fall prevention unit can be constructed by a rope or a net between the columns. The present invention is capable of constructing a temporary fall prevention fence with high strength and safety, and a construction method of a temporary fall prevention fence that can easily handle removal work, and a temporary fall constructed by the construction method. A prevention fence is provided.

本発明は、水平部材及び支柱、該水平部材を固定手段により設置済のU字形水路に固定することで骨組とした仮設用落下防止柵を構築する方法において、該水平部材の先端部側に支柱、基端部側に固定手段が位置するようにし、該固定手段は回動自在とした垂直杆と該垂直杆の下方部の左右に軸着してなる先端に圧接板を設けた伸縮自在の可動杆とよりなり、該垂直杆の回動により該可動杆を拡開することで該圧接板を該U字形水路の左右の内壁面に圧接固定し、該垂直杆の上方部を該水平部材の基端部側に固定することで該水平部材及び該支柱を固定し、該水平部材、該支柱及び該固定手段により第1骨組を構築し、該第1骨組と同様の水平部材、支柱及び固定手段により第2骨組を該U字形水路の長手方向に所定間隔を有して構築し、上記第1、第2骨組の支柱間に落下防止手段を設けてなる仮設用落下防止柵の構築方法を特徴とする。   The present invention relates to a horizontal member and a column, and a method for constructing a temporary fall prevention fence as a framework by fixing the horizontal member to a U-shaped water channel that has been installed by a fixing means. The fixing means is located on the base end side, and the fixing means is a retractable vertical rod with a pressure contact plate provided at the distal end that is pivotally attached to the left and right of the lower portion of the vertical rod. The movable rod is formed by expanding the movable rod by the rotation of the vertical rod, so that the pressure contact plate is fixed to the left and right inner wall surfaces of the U-shaped water channel, and the upper portion of the vertical rod is fixed to the horizontal member. The horizontal member and the column are fixed by fixing to the base end side, and the first frame is constructed by the horizontal member, the column and the fixing means, and the horizontal member, the column and the same as the first frame are constructed. The second frame is constructed by fixing means with a predetermined interval in the longitudinal direction of the U-shaped water channel, First it features a method of building temporary for Railing formed by providing a fall prevention unit between the mounting posts of the second framework.

また、水平部材及び複数本の支柱、該水平部材を固定手段により設置済のU字形水路に固定することで骨組とした仮設用落下防止柵を構築する方法において、該水平部材の先端部側に支柱、基端部側に固定手段が位置するようにし、該固定手段は回動自在とした垂直杆と該垂直杆の下方部の左右に軸着してなる先端に各々圧接板を設けた伸縮自在の可動杆とよりなり、該垂直杆の回動により該可動杆を拡開して該圧接板を該U字形水路の左右の内壁面に圧接固定し、該垂直杆の上方部を該水平部材の基端部側に固定することで該水平部材及び該支柱を固定し、該水平部材、該支柱及び該固定手段により第1骨組を構築し、それらと同様の第2骨組、更に、同様の第3骨組、…を構築して長手方向に所定間隔を有して複数の骨組を構築し、隣接する支柱間に落下防止手段を設けてなる仮設用落下防止柵の構築方法を特徴とする。   Further, in a method of constructing a temporary fall prevention fence as a framework by fixing a horizontal member and a plurality of support columns and the horizontal member to a U-shaped water channel that has been installed by a fixing means, A fixing means is positioned on the support column and the base end side, and the fixing means is a telescopic vertical rod that is rotatable and a pressure contact plate provided at the tip that is pivotally attached to the left and right of the lower portion of the vertical rod. The movable rod is freely movable, the movable rod is expanded by rotating the vertical rod, and the pressure contact plate is pressed against the left and right inner wall surfaces of the U-shaped waterway, and the upper portion of the vertical rod is The horizontal member and the column are fixed by fixing to the base end side of the member, the first frame is constructed by the horizontal member, the column and the fixing means, the second frame similar to them, and the same A third frame, and so on, and a plurality of frames are constructed adjacent to each other with a predetermined interval in the longitudinal direction. Method for constructing a temporary for Railing formed by providing a fall prevention unit, characterized in between that strut.

更に、上記可動杆と圧接板とは該可動杆に設けたピンが該圧接板の側面に形成された斜め方向の長孔貫通孔内を移動自在となるように連結してなる仮設用落下防止柵の構築方法を特徴とする。   Further, the movable rod and the pressure plate are connected to a pin provided on the movable rod so as to be movable in an oblique long hole through hole formed on the side surface of the pressure plate. It features the construction method of the fence.

また、上記第1骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、同時に、隣接する第2骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、必要に応じて同様の第3骨組、…を立設し、上記各々の支柱及び別体の支柱間に落下防止手段を設けてなる仮設用落下防止柵の構築方法を特徴とする。   In addition, a separate support column extending upward is provided at the upper end of the first frame post, and a separate support column extending upward is provided at the upper end of the adjacent second frame support. It is characterized by a method for constructing a temporary fall prevention fence in which the same third frame,... Is erected as necessary, and a fall prevention means is provided between each of the columns and separate columns.

更に、上記落下防止手段をロープ又は/及び網体とした仮設用落下防止柵の構築方法を特徴とする。   Further, the present invention is characterized by a construction method of a temporary fall prevention fence using the fall prevention means as a rope or / and a net.

また、水平部材、支柱及び該水平部材を設置済のU字形水路に固定してなる固定部材とよりなる骨組と落下防止手段とで構成した仮設用落下防止柵において、該水平部材の先端部側に該支柱、基端部側に該固定手段を形成し、該固定手段は回動自在の垂直杆、該垂直杆の回動で伸縮自在とした先端に圧接板を設けた可動杆とよりなり、該圧接板を該設置済のU字形水路の左右の内壁面への圧接固定により該支柱を立設固定して第1骨組とし、同様の構成の水平部材、支柱及び固定手段よりなり、該固定手段を設置済のU字形水路への固定により該支柱を立設固定してし第1骨組と所定間隔を有して第2骨組とし、該第1、第2骨組の支柱間に落下防止手段を設けてなる仮設用落下防止柵を特徴とする。   Further, in a temporary fall prevention fence composed of a horizontal member, a column and a fixing member formed by fixing the horizontal member to an installed U-shaped water channel and a fall prevention means, the tip side of the horizontal member The fixing means is formed on the base end side, and the fixing means includes a rotatable vertical rod and a movable rod provided with a pressure contact plate at a distal end that is extendable by rotation of the vertical rod. The pressure contact plate is fixed to the left and right inner wall surfaces of the installed U-shaped channel by pressure contact and fixed to form a first frame, which is composed of a horizontal member, a support column and a fixing means having the same configuration, By fixing the fixing means to the installed U-shaped waterway, the support column is fixed upright to form a second frame having a predetermined distance from the first frame, and it is prevented from falling between the first and second frame columns. It is characterized by a temporary fall prevention fence provided with means.

更に、水平部材、支柱及び該水平部材を設置済のU字形水路に固定してなる固定部材とよりなる骨組と落下防止手段とで構成した仮設用落下防止柵において、該水平部材の先端部側に該支柱、基端部側に該固定手段を形成し、該固定手段は回動自在の垂直杆、該垂直杆の回動で伸縮自在とした先端に圧接板を設けた可動杆とよりなり、該圧接板を該設置済のU字形水路の左右の内壁面への圧接固定により該支柱を立設固定して第1骨組とし、同様の構成の水平部材、支柱及び固定手段よりなり、該固定手段を設置済のU字形水路への固定により該支柱を立設固定してし第1骨組と所定間隔を有して第2骨組とし、更に、同様の第3骨組、…を形成し、該第1、第2、第3骨組、…の支柱間に落下防止手段を設けてなる仮設用落下防止柵を特徴とする。   Furthermore, in the fall prevention fence for temporary construction comprised by the frame which consists of a horizontal member, a support | pillar, and the fixing member which fixes this horizontal member to the U-shaped waterway which has been installed, and a fall prevention means, the front-end | tip part side of this horizontal member The fixing means is formed on the base end side, and the fixing means includes a rotatable vertical rod and a movable rod provided with a pressure contact plate at a distal end that is extendable by rotation of the vertical rod. The pressure contact plate is fixed to the left and right inner wall surfaces of the installed U-shaped channel by pressure contact and fixed to form a first frame, which is composed of a horizontal member, a support column and a fixing means having the same configuration, The fixing means is fixed to the U-shaped waterway that has been installed, and the column is erected and fixed to form a second frame having a predetermined distance from the first frame, and further, a similar third frame is formed. Features a temporary fall prevention fence provided with fall prevention means between the first, second, third frame,. To.

また、上記可動杆と圧接板とは該可動杆に設けたピンが該圧接板の側面に形成された斜め方向の長孔貫通孔内を移動自在となるように連結してなる仮設用落下防止柵を特徴とする。   Further, the movable rod and the pressure contact plate are connected to a pin provided on the movable rod so as to be movable in an oblique long hole formed in a side surface of the pressure contact plate so as to prevent the temporary drop. Features a fence.

更に、上記第1骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、同時に、隣接する第2骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、更に、必要に応じて第3骨組、…に同様の別体の支柱を立設し、上記隣接する別体の支柱間に落下防止手段を設けてなる仮設用落下防止柵を特徴とする。   Further, a separate support column extending upward is provided at the upper end of the first frame support, and at the same time, a separate support support extending upward is provided at the upper end of the adjacent second structure support. Further, if necessary, a third separate structure is provided with a similar separate support post, and a temporary fall prevention fence provided with a fall prevention means between the adjacent separate support posts. To do.

また、上記落下防止手段をロープ又は/及び網体とした仮設用落下防止柵を特徴とする。   Further, the present invention is characterized by a temporary fall prevention fence in which the fall prevention means is a rope or / and a net.

更に、上記水平部材の先端部に形成した支柱は、該水平部材側の水平位置と垂直位置とを回動自在に形成してなる仮設用落下防止柵を特徴とする。   Further, the support column formed at the tip of the horizontal member is characterized by a temporary fall prevention fence formed by freely rotating a horizontal position and a vertical position on the horizontal member side.

本発明は、仮設用落下防止柵の骨組となる部材を設置済のU字形水路に着脱自在に固定することで強度の得られる仮設用落下防止柵を速やかに施工構築し或いは設置済のU字形水路を傷めることなく仮設用落下防止柵の解体を速やかに行うことが可能となった。   The present invention quickly constructs or constructs a temporary fall-preventing fence that can be obtained by detachably fixing a member to be a framework of a temporary fall-preventing fence to an installed U-shaped waterway or an installed U-shape. It became possible to quickly dismantle the temporary fall prevention fence without damaging the waterway.

また、高所や傾斜地或いは狭い場所、危険な場所等において落下防止手段を設けた仮設用落下防止柵を安全に施工構築し或いは安全にその解体をすることが可能となった。   In addition, it has become possible to safely construct or temporarily dismantle a temporary fall prevention fence provided with a fall prevention means in a high place, an inclined place, a narrow place, a dangerous place, or the like.

本発明の仮設用落下防止柵の構築方法及びそれにより構築した仮設用落下防止柵の斜視図。The perspective view of the construction method of the temporary fall prevention fence of this invention, and the temporary fall prevention fence constructed | assembled by it. 本発明の仮設用落下防止柵の水平部材と支柱及び固定手段との関係を示す側面図。The side view which shows the relationship between the horizontal member of the temporary fall prevention fence of this invention, a support | pillar, and a fixing means. 本発明の仮設用落下防止柵の固定手段においてU字形水路内への挿入前の閉鎖した状態を示す側面図。The side view which shows the closed state before insertion in a U-shaped waterway in the fixing means of the temporary fall prevention fence of this invention. (a)本発明の仮設用落下防止柵の固定手段の圧接板の平面図、(b)同正面図、(c)同側面図。(A) Top view of the press-contacting plate of the fixing means of the temporary fall prevention fence of this invention, (b) The front view, (c) The side view. 本発明の仮設用落下防止柵の固定手段においてU字形水路内で拡開して固定した状態を示す側面図。The side view which shows the state expanded and fixed in the U-shaped waterway in the fixing means of the temporary fall prevention fence of this invention. 固定手段の可動杆が圧接板を内壁面側へ押圧している状態を示す拡大側面図。The enlarged side view which shows the state which the movable rod of a fixing means is pressing the press-contacting plate to the inner wall surface side. 本発明の仮設用落下防止柵の支柱間に落下防止手段を架け渡した状態を示す側面図。The side view which shows the state which spanned the fall prevention means between the support | pillars of the temporary fall prevention fence of this invention. 本発明の仮設用落下防止柵の支柱の上端部に別体の支柱を設けて高くして落下防止手段を架け渡した状態を示す側面図。The side view which shows the state which provided the support | pillar of the separate body in the upper end part of the support | pillar of the temporary fall prevention fence of this invention, made it high and bridged the fall prevention means.

以下、本発明の実施の形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の仮設用落下防止柵1の全体を示し、図2は、その側面側を示している。該仮設用落下防止柵1は、複数本の水平部材2、該水平部材2と連結されている複数本の垂直部材となる支柱3、該水平部材2を地盤側に固定するための固定手段4及び該支柱3間に架け渡される落下防止手段5とより構成されている。   FIG. 1 shows the entire temporary fall prevention fence 1 of the present invention, and FIG. 2 shows the side surface thereof. The temporary fall prevention fence 1 includes a plurality of horizontal members 2, a plurality of vertical members 3 connected to the horizontal members 2, and fixing means 4 for fixing the horizontal members 2 to the ground side. And fall prevention means 5 spanned between the columns 3.

該支柱3は、該水平部材2の一方側の先端部6の位置をピン接合部7とし、当該位置でピン接合され、水平方向から垂直方向へと略90度にわたって回動自在とされている。垂直とした場合の該支柱の立設状態を保持するために、該水平部材2と該支柱3との間に火打部材として役割をなす強度を得ることのできる斜材8を設け、該支柱3の回動を水平位置から垂直位置となる略90度で停止させ、且つ、その状態を保持させるために、該水平部材2に係止部付長孔9を設けている。該係止部付長孔9内を斜材8の一方端が可動自在となるようにピン接合部10においてピン接合され、該支柱3の立設時には該係止部付長孔9の係止部側となる一方端側へピン接合部10が移動することで該斜材8は係止されることになる。該斜材8の他方端は支柱3のピン接合部11においてピン接合されている。   The column 3 is pin-bonded at the position of the tip 6 on one side of the horizontal member 2 and is pin-bonded at that position, and is rotatable about 90 degrees from the horizontal direction to the vertical direction. . In order to maintain the upright state of the support column when it is vertical, a diagonal member 8 capable of obtaining a strength that serves as a fire hitting member is provided between the horizontal member 2 and the support column 3. The horizontal member 2 is provided with an elongated hole 9 with a locking portion in order to stop the rotation at approximately 90 degrees from the horizontal position to the vertical position and hold the state. The slant member 8 is pin-joined at the pin joint portion 10 so that one end of the diagonal member 8 is movable in the long hole 9 with the locking portion. When the column 3 is erected, the long hole 9 with the locking portion is locked. The diagonal member 8 is locked by moving the pin joint portion 10 to the one end side which is the portion side. The other end of the diagonal member 8 is pin-joined at the pin joint portion 11 of the column 3.

上記構成により、該水平部材2と該支柱3とを回動により重ね合わせることができると同時に、該斜材8もピン接合部10のピンが係止部付長孔9の他端側へ移動することによりほぼ水平状態となり、該水平部材2側へ束状に重ね合わせることが可能となる。   With the above configuration, the horizontal member 2 and the column 3 can be rotated and overlapped, and at the same time, the diagonal member 8 also has the pin of the pin joint portion 10 moved to the other end side of the elongated hole 9 with the locking portion. By doing so, it becomes a substantially horizontal state, and it is possible to overlap the horizontal member 2 side in a bundle.

該水平部材2の他方端側の基端部12には、垂直方向に貫通孔13が設けられ、該貫通孔13には該固定手段4となる周囲にネジ溝が刻設されたボルト状の垂直杆14の先端部15が貫通され、該水平部材2の上面部で該先端部15を固定できるように形成している。   The base end portion 12 on the other end side of the horizontal member 2 is provided with a through hole 13 in the vertical direction, and the through hole 13 has a bolt shape in which a screw groove is engraved around the fixing means 4. The front end 15 of the vertical rod 14 is penetrated and formed so that the front end 15 can be fixed on the upper surface of the horizontal member 2.

図3は、上記固定手段4を示している。該固定手段4は、棒状体となる垂直杆14、該垂直杆14の先端部の係止部、該垂直杆14の外周に刻設したネジ溝に沿って上下方向に移動する菱型形状の4部材よりなる上下の右左可動杆16、17、18、19、該上下の右左可動杆16乃至19の左右の先端側に形成した右左圧接板20、21とより形成されている。   FIG. 3 shows the fixing means 4. The fixing means 4 has a rhombus shape that moves in a vertical direction along a vertical rod 14 that is a rod-like body, a locking portion at the tip of the vertical rod 14, and a screw groove formed on the outer periphery of the vertical rod 14. The upper and lower right and left movable rods 16, 17, 18 and 19, which are formed of four members, and right and left pressure contact plates 20 and 21 formed on the left and right tip sides of the upper and lower right and left movable rods 16 to 19 are formed.

上記上側の右左可動杆16、17の一端部は、該垂直杆14のネジ溝に嵌合された嵌合軸着部22と軸着され、当該部分の上下動によって該右左可動杆16、17は上下方向に移動可能とされ、下側の右左可動杆18、19の一端部は、該垂直杆14の下端部23に形成したピン接合部24でピン接合されている。   One end portions of the upper right and left movable rods 16 and 17 are pivotally attached to a fitting shaft attaching portion 22 fitted in the thread groove of the vertical rod 14, and the right and left movable rods 16 and 17 are moved up and down by this portion. Is movable in the vertical direction, and one end portions of the lower right and left movable rods 18 and 19 are pin-joined by a pin joint portion 24 formed at the lower end portion 23 of the vertical rod 14.

上記上側の右左可動杆16、17の他端部と下側の右左可動杆18、19の他端部とは各々重なる位置に設けられ、当該位置において右左圧接板20、21とともにピン接合部25、26でピン接合されている。該嵌合軸着部22の下方への移動に伴って該ピン接合部25、26は各々右左方向へ移動し、それに伴って右左圧接板20、21は垂直状態を維持したまま各々右方向及び左方向へ移動できるように形成されている。   The other ends of the upper right and left movable rods 16 and 17 and the other ends of the lower right and left movable rods 18 and 19 are provided at positions overlapping each other. , 26 are pin-joined. The pin joints 25 and 26 move to the left and right as the fitting shaft attaching portion 22 moves downward, and the right and left pressure plates 20 and 21 maintain the vertical state and move to the right and left accordingly. It is formed so that it can move in the left direction.

該右左圧接板20、21は、図3及び図4(a)、(b)、(c)に示すように、各々ウェッブ部27と右左のフランジ部28、29よりなる水平断面略コ字型形状とし、各々の右左圧接板20、21の該ウェッブ部27を外方とし、その板面端部には更に外方へ突出した先端に凹凸状の爪を設けた係着部30を設けている。また、該右左圧接板20、21の上先端部にはロープ固定孔31を設けている。   As shown in FIGS. 3 and 4A, 4B, and 4C, the right and left pressure contact plates 20 and 21 are substantially U-shaped in horizontal cross section, each including a web portion 27 and right and left flange portions 28 and 29, respectively. The web portion 27 of each of the right and left pressure plates 20 and 21 is formed outward, and an engaging portion 30 is provided at the end of the plate surface. Yes. Further, a rope fixing hole 31 is provided at the upper end of the right and left pressure contact plates 20 and 21.

該垂直杆14の先端部15は、六角形形状をした頭部とし、モンキーレンチ等の回動手段となる工具が装着できる形状とし、該工具により該頭部を回転させることができ、それにより該垂直杆14の周囲に刻設したネジ溝に嵌合された嵌合軸着部22を該ネジ溝に沿って上下方向に移動させることができ、上下の右左可動杆16乃至19を可動させ、右左圧接板20、21を各々右左方向へ移動させることができる。   The tip 15 of the vertical rod 14 has a hexagonal head, and can be mounted with a tool as a turning means such as a monkey wrench, and the head can be rotated by the tool. The fitting shaft attaching portion 22 fitted in the screw groove formed around the vertical rod 14 can be moved in the vertical direction along the screw groove, and the upper and lower right and left movable rods 16 to 19 are moved. The right and left pressure plates 20 and 21 can be moved right and left, respectively.

該垂直杆14の先端部15は、図2に示すように、該水平部材2の基端部12側に形成した貫通孔13を貫通させ、該水平部材2の上面側でナット32により強固に固定することができる。   As shown in FIG. 2, the distal end portion 15 of the vertical rod 14 penetrates the through hole 13 formed on the base end portion 12 side of the horizontal member 2, and is firmly secured by a nut 32 on the upper surface side of the horizontal member 2. Can be fixed.

上記固定状態下で該垂直杆14を時計回り方向に回転させると該垂直杆14の外周に形成したネジ溝に嵌合した該嵌合軸着部22は上昇し、反時計回り方向に回転させると該嵌合軸着部22は下降することになり、該右左圧接板20、21は各々右左方向へ移動することになる。   When the vertical rod 14 is rotated in the clockwise direction in the fixed state, the fitting shaft attaching portion 22 fitted in the screw groove formed on the outer periphery of the vertical rod 14 is raised and rotated in the counterclockwise direction. The fitting shaft attachment portion 22 is lowered, and the right and left pressure contact plates 20 and 21 are moved in the right and left directions, respectively.

上記固定手段4を該垂直杆14の下端部23側を下方にして図3に示す状態で設置済のU字形水路33内に挿入し、該垂直杆14を反時計回り方向に回転させると、該嵌合軸着部22は該垂直杆14の外周に刻設したネジ溝に沿って下方へ移動することになり、これにより上右左の可動杆16、17は、該垂直杆14に対する傾斜角度の大きな立ち上がった傾斜位置より傾斜角度の緩い水平に近い角度となる位置へと可動し、各々のピン接合部25、26も右左方向へ移動し、下右左の可動杆18、19も該ピン接合部25、26の右左方向への移動に伴って傾斜角度の緩い水平に近い角度の位置へと可動する。   When the fixing means 4 is inserted into the U-shaped water channel 33 already installed in the state shown in FIG. 3 with the lower end 23 side of the vertical rod 14 downward, and the vertical rod 14 is rotated counterclockwise, The fitting shaft attaching portion 22 moves downward along a thread groove formed on the outer periphery of the vertical rod 14 so that the upper right and left movable rods 16 and 17 are inclined with respect to the vertical rod 14. It moves to the position where the inclination angle is nearer to the horizontal than the inclined position where the large rising angle is, the pin joint portions 25 and 26 move to the right and left directions, and the lower right and left movable rods 18 and 19 are also the pin joints. As the portions 25 and 26 move to the right and left, they move to a position near a horizontal angle with a gentle inclination angle.

上記上下右左の可動杆16乃至19の可動に伴い、右左圧接板20、21も各々右左方向へと移動し、図5に示すように、設置済のU字形水路33の水路溝となる右左内壁面34、35に接し、更に、垂直杆14の反時計回り方向への回動を続けることにより、該右左圧接板20、21に形成した係着部30が該右左内壁面34、35に喰い込み、強固に固定されることになる。   As the upper and lower right and left movable rods 16 to 19 move, the right and left pressure contact plates 20 and 21 also move to the right and left, respectively, and as shown in FIG. The engaging portion 30 formed on the right and left pressure contact plates 20 and 21 is engaged with the right and left inner wall surfaces 34 and 35 by contacting the wall surfaces 34 and 35 and further rotating the vertical rod 14 counterclockwise. And firmly fixed.

上記垂直杆14を水平部材2に螺合固定した状態で該垂直杆14に対して軸方向となる上方側への引き抜き力Pが作用した場合に該右左圧接板20、21が各々の右左内壁面34、35との固定状態が解除されないように、該ピン接合部25、26における該右左圧接板20、21に、その長手方向に対して斜め上方向に延設した長孔の貫通孔36、37を形成しておく。図4(c)に示すように、該長孔貫通孔37は、左圧接板21の右フランジ部28(左フランジ部29も同様)の長手方向に対して垂直杆14方向となる斜め上方向に延設した長孔貫通孔37として形成している。本実施例では左圧接板21の長手方向に対しての角度Rを45度の斜め上方向の長孔貫通孔37としている。右圧接板20も左圧接板21側の角度Rと同様とする。   When an upward pulling force P in the axial direction is applied to the vertical rod 14 in a state where the vertical rod 14 is screwed and fixed to the horizontal member 2, the right and left pressure contact plates 20 and 21 In order to prevent the fixed state with the wall surfaces 34 and 35 from being released, the right and left pressure plates 20 and 21 in the pin joint portions 25 and 26 are elongated through holes 36 extending obliquely upward with respect to the longitudinal direction. , 37 are formed. As shown in FIG. 4 (c), the long hole through-hole 37 is obliquely upward in the direction of the vertical flange 14 with respect to the longitudinal direction of the right flange portion 28 of the left pressure contact plate 21 (the same applies to the left flange portion 29). It is formed as a long hole through-hole 37 extending in the vertical direction. In the present embodiment, an angle R with respect to the longitudinal direction of the left pressure contact plate 21 is set as a 45-degree obliquely upward long hole through hole 37. The right pressure contact plate 20 has the same angle R on the left pressure contact plate 21 side.

図5で示すように、右左圧接板20、21が右左内壁面34、35に固定されている状態では、上右左可動杆16、17のピン接合部25、26において固定されているピン38、39間の間隔は一定で、該右左圧接板20、21は各々右左内壁面34、35側に押し付けられている。   As shown in FIG. 5, in a state where the right and left pressure contact plates 20 and 21 are fixed to the right and left inner wall surfaces 34 and 35, the pins 38 fixed at the pin joint portions 25 and 26 of the upper right and left movable rods 16 and 17, The distance between the left and right pressure plates 20 and 21 is pressed against the right and left inner wall surfaces 34 and 35, respectively.

この状態で固定手段4の垂直杆14に上方側となる引き抜き力Pが作用すると、図6に示すように、一方の左ピン接合部26のピン39(右ピン接合部25のピン38も同様)に作用する引き抜き力P/2は、該ピン39の箇所において上左可動杆17を該垂直杆14側へ引っ張る分力F1と該左圧接板21を左内壁面35側へ押し付ける分力F2とが作用する力に分かれることになる。   When an upward pulling force P acts on the vertical rod 14 of the fixing means 4 in this state, as shown in FIG. 6, the pin 39 of one left pin joint 26 (the pin 38 of the right pin joint 25 is the same). ) Acting on the pin 39 is a component force F1 that pulls the upper left movable rod 17 toward the vertical rod 14 side and a component force F2 that presses the left pressure plate 21 toward the left inner wall surface 35 side. It will be divided into the forces acting.

この分力F2は該左圧接板21に形成された凹凸状の爪を設けた係着部30の爪を該左内壁面35に一層強く喰い込む方向に作用することになり、該左圧接板21が該左内壁面35より離脱することはない。この作用は右圧接板20も同様であり、従って、固定手段4に引き抜き力が作用しても該固定手段4が設置済のU字形水路33より離脱するおそれはない。   The component force F2 acts in a direction in which the claw of the engaging portion 30 provided with the uneven claw formed on the left pressure contact plate 21 is more strongly bited into the left inner wall surface 35, and the left pressure contact plate 21 does not detach from the left inner wall surface 35. This action is the same for the right pressure contact plate 20. Therefore, even if a pulling force acts on the fixing means 4, there is no possibility that the fixing means 4 is detached from the installed U-shaped water channel 33.

上記における右左圧接板20、21の長手方向に対する長孔貫通孔36、37の斜め上方向への角度Rは45度に限定したものではなく、固定手段4に引き抜き力Pが作用した場合、該右左圧接板20、21を右左内壁面34、35に押し付ける方向の分力が垂直杆14側へ引っ張る分力より強い力となって作用できる角度Rを適宜選ぶことができる。   The angle R in the obliquely upward direction of the long hole through-holes 36 and 37 with respect to the longitudinal direction of the right and left pressure contact plates 20 and 21 is not limited to 45 degrees, and when the pulling force P acts on the fixing means 4, The angle R at which the component force in the direction in which the right and left pressure contact plates 20 and 21 are pressed against the right and left inner wall surfaces 34 and 35 is stronger than the component force pulled toward the vertical rod 14 can be selected as appropriate.

該仮設用落下防止柵1は、該水平部材2の先端部6において該支柱3の基端部40とピン接合部7によりピン接合され、回動自在に連結されているので、回動する斜材8とともに該水平部材2と同様にほぼ棒状となった束ねた部材として施工現場に持ち込むことができる。施工現場において、該水平部材2の基端部12側を設置済のU字形水路33に挿入固定した固定手段4の該垂直杆14と固定することで該水平部材2を地盤側に強固に固定し、該支柱3を水平状態から回動させて立設し、斜材8により垂直位置を保持固定することになる。   The temporary fall prevention fence 1 is pin-joined at the distal end portion 6 of the horizontal member 2 by the base end portion 40 of the support column 3 and the pin joint portion 7 and is pivotally connected. Like the horizontal member 2, the member 8 can be brought into the construction site as a bundled member having a substantially rod shape. At the construction site, the horizontal member 2 is firmly fixed to the ground side by fixing the base end 12 side of the horizontal member 2 to the vertical rod 14 of the fixing means 4 inserted and fixed to the U-shaped water channel 33 that has been installed. Then, the support column 3 is turned upright from the horizontal state, and the vertical position is held and fixed by the diagonal member 8.

該支柱3は、手摺としての機能を達成できるように少なくとも900mm以上の有効高さを得ることができる高さのものとし、その外側面の複数位置にフック41を突出形成している。該フック41にはロープや網体等の落下防止手段5を貫通させたり引っ掛けたり固定したりすることのできる貫通孔や切欠部となる係止貫通手段42を設けている。   The support column 3 has such a height that an effective height of at least 900 mm can be obtained so that the function as a handrail can be achieved, and hooks 41 project from a plurality of positions on the outer surface. The hook 41 is provided with a locking through means 42 that becomes a through hole or a notch through which the fall prevention means 5 such as a rope or a net can be passed, hooked or fixed.

上記水平部材2、支柱3及び固定手段4を主たる構成要素としたものを第1骨組とすると、それと同様の構成よりなる第2骨組を該設置済のU字形水路33に沿って所定間隔離れた箇所に位置させ、別体の固定手段4により水平部材2を固定して支柱3を立設する。該第1骨組と第2骨組の支柱3間に落下防止手段5を設けることになる。上記支柱3間の間隔Lは、例えば、10m程度とする等、適宜間隔を選択することができる。   When the first frame includes the horizontal member 2, the column 3, and the fixing means 4 as main components, the second frame having the same configuration is separated by a predetermined distance along the installed U-shaped water channel 33. The horizontal member 2 is fixed by a separate fixing means 4 and the column 3 is erected. The fall prevention means 5 is provided between the pillars 3 of the first and second frames. The interval L between the columns 3 can be selected as appropriate, for example, about 10 m.

該フック41の係止貫通手段42の貫通孔や切欠部にロープ43を貫通し又は係止することにより支柱3間の落下防止手段5とすることができる。それらはU字形水路33側から安全に行うことができる。該ロープ43は、係止貫通手段42と固定手段4となる右左圧接板20、21の上先端部に設けたロープ固定孔31との間に架け渡すことにより仮設用落下防止柵1の側面側の落下防止手段5及び支柱3の転倒防止のための安全手段とすることができる。また、該フック41は、仮設用落下防止柵1の外方での作業のための命綱を係止するための係止手段として利用することができ、架け渡された上下のロープ43や該フック41等への係止を組み合わせることにより2方向からの落下防止手段を得ることが可能となる。   The rope 43 can be passed through or locked into the through-hole or notch of the locking penetration means 42 of the hook 41 to provide the fall prevention means 5 between the columns 3. They can be performed safely from the U-shaped waterway 33 side. The rope 43 is bridged between the locking penetrating means 42 and the rope fixing hole 31 provided at the upper end of the right and left pressure contact plates 20, 21 to be the fixing means 4, whereby the side of the temporary fall prevention fence 1 is installed. The fall prevention means 5 and the support 3 can be used as a safety means for preventing the fall of the support 3. Further, the hook 41 can be used as a locking means for locking a lifeline for work outside the temporary fall prevention fence 1, and the upper and lower ropes 43 and the hooks that are stretched over the hook 41 can be used. By combining the locking to 41 or the like, it is possible to obtain a means for preventing fall from two directions.

上記実施例1では、支柱3間にロープ43を架け渡したが、図7に示すように、U字形水路33側から安全に網体44を架け渡すことができる。ロープ43と網体44とを併用することもでき、命綱を係止する手段の他、比較的小さな物や工具類の落下を防止することも可能となる。   In the first embodiment, the rope 43 is bridged between the support columns 3. However, as shown in FIG. 7, the net body 44 can be safely bridged from the U-shaped water channel 33 side. The rope 43 and the net 44 can be used in combination, and it is possible to prevent a relatively small object or tool from falling in addition to means for locking the lifeline.

網体44は、支柱3の上方側のフック41にその上端部を引っ掛け或いはフック41に引っ掛けたロープ等により固定し、下方側を下方側フック41に固定或いは水平部材2の下方側へ巻き込んで固定することにより支柱3間全体を覆うことができる。   The net 44 is fixed to the hook 41 on the upper side of the support column 3 by hooking the upper end thereof or by a rope or the like hooked on the hook 41, and the lower side is fixed to the lower hook 41 or wound down to the lower side of the horizontal member 2. By fixing, the entire space between the columns 3 can be covered.

図8は、支柱3の上端部に連続して上方へ延出する支柱3aを設けたものである。該支柱3aは、支柱3の上端部からの嵌入延設、添設延設或いは上端部に折り曲げた棒状部材を立設固定することで延設することができる。   FIG. 8 shows a structure in which a support column 3 a extending continuously upward from the upper end portion of the support column 3 is provided. The support column 3a can be extended by fitting and extending from the upper end of the support column 3, by attaching or extending a rod-shaped member bent at the upper end.

該支柱3aの外側にフック41を設けておき、該フック41に網体45を引っ掛け或いは固定することにより高さの有る落下防止手段5となる仮設用落下防止柵1を得ることができる。網体45は、下方側の網体44と一体化したものを該支柱3aの先端部より張設することができるし、各々に別体のものを架け渡すこともできる。   By providing a hook 41 on the outside of the column 3a and hooking or fixing a net body 45 on the hook 41, the temporary fall prevention fence 1 serving as the fall prevention means 5 having a height can be obtained. The net body 45 can be integrated with the net body 44 on the lower side from the tip of the support column 3a, or a separate body can be bridged over each.

上記各実施例で構築した仮設用落下防止柵1は、固定手段4の設置済のU字形水路33からの解除及び全体の解体作業を速やかに行うことができ、斜材8や支柱3の水平方向への回動により水平部材2とともに運搬しやすい棒状とした束ねた状態で設置場所から撤去することができる。   The temporary fall prevention fence 1 constructed in each of the above embodiments can quickly release the fixing means 4 from the U-shaped water channel 33 in which the fixing means 4 is installed and disassemble the entire structure. By rotating in the direction, it can be removed from the installation place in the state of being bundled into a bar shape that is easy to carry with the horizontal member 2.

1 仮設用落下防止柵
2 水平部材
3 支柱
4 固定手段
5 落下防止手段
6 先端部
7、10、11、18、24、25、26 ピン接合部
8 斜材
9 係止部付長孔
12 水平部材の基端部
13 貫通孔
14 垂直杆
15 垂直杆先端部
16 上右可動杆
17 上左可動杆
18 下右可動杆
19 下左可動杆
20 右圧接板
21 左圧接板
22 嵌合軸着部
23 垂直杆下端部
27 ウェッブ部
28 右フランジ部
29 左フランジ部
30 係着部
31 ロープ固定孔
32 ナット
33 設置済のU字形水路
34 右内壁面
35 左内壁面
36、37 長孔貫通孔
38、39 ピン
40 支柱の基端部
41 フック
42 係止貫通手段
43 ロープ
44、45 網体
DESCRIPTION OF SYMBOLS 1 Temporary fall prevention fence 2 Horizontal member 3 Support | pillar 4 Fixing means 5 Fall prevention means 6 Tip part 7, 10, 11, 18, 24, 25, 26 Pin joint part 8 Diagonal material 9 Long hole with a latching part 12 Horizontal member Base end portion 13 through-hole 14 vertical rod 15 vertical rod distal end portion 16 upper right movable rod 17 upper left movable rod 18 lower right movable rod 19 lower left movable rod 20 right pressure contact plate 21 left pressure contact plate 22 fitting shaft attachment portion 23 Lower end of vertical rod 27 Web portion 28 Right flange portion 29 Left flange portion 30 Engagement portion 31 Rope fixing hole 32 Nut 33 U-shaped water channel already installed 34 Right inner wall surface 35 Left inner wall surface 36, 37 Long hole through hole 38, 39 Pin 40 Base end portion of support 41 Hook 42 Locking penetrating means 43 Rope 44, 45 Net

Claims (11)

水平部材及び支柱、該水平部材を固定手段により設置済のU字形水路に固定することで骨組とした仮設用落下防止柵を構築する方法において、該水平部材の先端部側に支柱、基端部側に固定手段が位置するようにし、該固定手段は回動自在とした垂直杆と該垂直杆の下方部の左右に軸着してなる先端に圧接板を設けた伸縮自在の可動杆とよりなり、該垂直杆の回動により該可動杆を拡開することで該圧接板を該U字形水路の左右の内壁面に圧接固定し、該垂直杆の上方部を該水平部材の基端部側に固定することで該水平部材及び該支柱を固定し、該水平部材、該支柱及び該固定手段により第1骨組を構築し、該第1骨組と同様の水平部材、支柱及び固定手段により第2骨組を該U字形水路の長手方向に所定間隔を有して構築し、上記第1、第2骨組の支柱間に落下防止手段を設けてなることを特徴とする仮設用落下防止柵の構築方法。   In a method of constructing a temporary fall prevention fence as a framework by fixing a horizontal member and a column and the horizontal member to a U-shaped water channel that has been installed by a fixing means, a column and a base end on the distal end side of the horizontal member The fixing means is located on the side, and the fixing means includes a rotatable vertical rod and a telescopic movable rod provided with a pressure contact plate at the tip which is pivotally attached to the left and right of the lower portion of the vertical rod. The pressure plate is fixed to the left and right inner walls of the U-shaped channel by expanding the movable rod by rotating the vertical rod, and the upper portion of the vertical rod is the base end of the horizontal member. The horizontal member and the column are fixed by fixing to the side, the first frame is constructed by the horizontal member, the column and the fixing unit, and the first frame is constructed by the horizontal member, the column and the fixing unit similar to the first frame. Two frames are constructed with a predetermined interval in the longitudinal direction of the U-shaped water channel, Method for constructing a temporary for Railing that characterized by comprising providing a fall prevention unit between the mounting posts of the framework. 水平部材及び複数本の支柱、該水平部材を固定手段により設置済のU字形水路に固定することで骨組とした仮設用落下防止柵を構築する方法において、該水平部材の先端部側に支柱、基端部側に固定手段が位置するようにし、該固定手段は回動自在とした垂直杆と該垂直杆の下方部の左右に軸着してなる先端に各々圧接板を設けた伸縮自在の可動杆とよりなり、該垂直杆の回動により該可動杆を拡開して該圧接板を該U字形水路の左右の内壁面に圧接固定し、該垂直杆の上方部を該水平部材の基端部側に固定することで該水平部材及び該支柱を固定し、該水平部材、該支柱及び該固定手段により第1骨組を構築し、それらと同様の第2骨組、更に、同様の第3骨組、…を構築して長手方向に所定間隔を有して複数の骨組を構築し、隣接する支柱間に落下防止手段を設けてなることを特徴とする仮設用落下防止柵の構築方法。   In a method of constructing a temporary fall prevention fence as a framework by fixing a horizontal member and a plurality of support columns, the horizontal member to a U-shaped water channel that has been installed by a fixing means, a support column on the distal end side of the horizontal member, The fixing means is located on the base end side, and the fixing means is a retractable vertical rod and a retractable plate provided with pressure contact plates at the distal ends of the vertical rods attached to the left and right. The movable rod is expanded, and the movable rod is expanded by rotating the vertical rod to press and fix the pressure contact plate to the left and right inner wall surfaces of the U-shaped waterway. The upper portion of the vertical rod is fixed to the horizontal member. The horizontal member and the column are fixed by fixing to the base end side, the first frame is constructed by the horizontal member, the column and the fixing means, the second frame similar to them, and the similar first frame Three frames are constructed, and a plurality of frames are constructed with predetermined intervals in the longitudinal direction, and adjacent frames are supported. Method for constructing a temporary for Railing characterized by comprising providing a fall prevention unit between. 可動杆と圧接板とは該可動杆に設けたピンが該圧接板の側面に形成された斜め方向の長孔貫通孔内を移動自在となるように連結してなることを特徴とする請求項1又は2記載の仮設用落下防止柵の構築方法。   The movable rod and the pressure contact plate are connected so that a pin provided on the movable rod is movable in an oblique long hole through hole formed on a side surface of the pressure contact plate. The construction method of the temporary fall prevention fence for 1 or 2 description. 第1骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、同時に、隣接する第2骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、必要に応じて同様の第3骨組、…を立設し、上記各々の支柱及び別体の支柱間に落下防止手段を設けてなることを特徴とする請求項1乃至3のいずれか記載の仮設用落下防止柵の構築方法。   Standing up a separate strut that extends upward at the upper end of the first frame strut, and at the same time standing up a separate strut extending upward at the top end of the adjacent second framework strut, A temporary installation as claimed in any one of claims 1 to 3, characterized in that a similar third frame is erected as necessary, and a fall prevention means is provided between each of the columns and separate columns. How to construct a fall prevention fence. 落下防止手段をロープ又は/及び網体としたことを特徴とする請求項1乃至4のいずれか記載の仮設用落下防止柵の構築方法。   The method for constructing a temporary fall prevention fence according to any one of claims 1 to 4, wherein the fall prevention means is a rope or / and a net. 水平部材、支柱及び該水平部材を設置済のU字形水路に固定してなる固定部材とよりなる骨組と落下防止手段とで構成した仮設用落下防止柵において、該水平部材の先端部側に該支柱、基端部側に該固定手段を形成し、該固定手段は回動自在の垂直杆、該垂直杆の回動で伸縮自在とした先端に圧接板を設けた可動杆とよりなり、該圧接板を該設置済のU字形水路の左右の内壁面への圧接固定により該支柱を立設固定して第1骨組とし、同様の構成の水平部材、支柱及び固定手段よりなり、該固定手段を設置済のU字形水路への固定により該支柱を立設固定してし第1骨組と所定間隔を有して第2骨組とし、該第1、第2骨組の支柱間に落下防止手段を設けてなることを特徴とする仮設用落下防止柵。   In a temporary fall-preventing fence composed of a horizontal member, a column, and a fixed member formed by fixing the horizontal member to an installed U-shaped water channel and a fall-preventing means, the tip of the horizontal member The fixing means is formed on a support column and a base end side, and the fixing means includes a rotatable vertical rod, and a movable rod provided with a pressure contact plate at a distal end which can be expanded and contracted by rotation of the vertical rod. The column is erected and fixed to the left and right inner wall surfaces of the U-shaped water channel that has been installed by the pressure plate, and the first frame is formed by a horizontal member, a column, and a fixing unit having the same configuration. Is fixed to the U-shaped waterway that has been installed, and the column is erected and fixed to form a second frame having a predetermined distance from the first frame, and a fall prevention means is provided between the columns of the first and second frames. Temporary fall prevention fence characterized by being provided. 水平部材、支柱及び該水平部材を設置済のU字形水路に固定してなる固定部材とよりなる骨組と落下防止手段とで構成した仮設用落下防止柵において、該水平部材の先端部側に該支柱、基端部側に該固定手段を形成し、該固定手段は回動自在の垂直杆、該垂直杆の回動で伸縮自在とした先端に圧接板を設けた可動杆とよりなり、該圧接板を該設置済のU字形水路の左右の内壁面への圧接固定により該支柱を立設固定して第1骨組とし、同様の構成の水平部材、支柱及び固定手段よりなり、該固定手段を設置済のU字形水路への固定により該支柱を立設固定してし第1骨組と所定間隔を有して第2骨組とし、更に、同様の第3骨組、…を形成し、該第1、第2、第3骨組、…の支柱間に落下防止手段を設けてなることを特徴とする仮設用落下防止柵。   In a temporary fall-preventing fence composed of a horizontal member, a column, and a fixed member formed by fixing the horizontal member to an installed U-shaped water channel and a fall-preventing means, the tip of the horizontal member The fixing means is formed on a support column and a base end side, and the fixing means includes a rotatable vertical rod, and a movable rod provided with a pressure contact plate at a distal end which can be expanded and contracted by rotation of the vertical rod. The column is erected and fixed to the left and right inner wall surfaces of the U-shaped water channel that has been installed by the pressure plate, and the first frame is formed by a horizontal member, a column, and a fixing unit having the same configuration. Is fixed to the U-shaped water channel that has been installed, and the column is erected and fixed to form a second frame having a predetermined distance from the first frame, and further, a similar third frame is formed. Temporary fall prevention, characterized in that a fall prevention means is provided between the columns of the first, second, third frame,. Fence. 可動杆と圧接板とは該可動杆に設けたピンが該圧接板の側面に形成された斜め方向の長孔貫通孔内を移動自在となるように連結してなることを特徴とする請求項6又は7記載の仮設用落下防止柵。   The movable rod and the pressure contact plate are connected so that a pin provided on the movable rod is movable in an oblique long hole through hole formed on a side surface of the pressure contact plate. 6. A temporary fall prevention fence according to 6 or 7. 第1骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、同時に、隣接する第2骨組の支柱の上端部に上方へ延設した別体の支柱を立設し、更に、必要に応じて第3骨組、…に同様の別体の支柱を立設し、上記隣接する別体の支柱間に落下防止手段を設けてなることを特徴とする請求項6乃至8のいずれか記載の仮設用落下防止柵。   Standing up a separate strut that extends upward at the upper end of the first frame strut, and at the same time standing up a separate strut extending upward at the top end of the adjacent second framework strut, Further, if necessary, a similar separate strut is erected on the third frame,..., And fall prevention means is provided between the adjacent separate struts. One of the temporary fall prevention fences described in any one of the above. 落下防止手段をロープ又は/及び網体としたことを特徴とする請求項6乃至9のいずれか記載の仮設用落下防止柵。   The temporary fall prevention fence according to any one of claims 6 to 9, wherein the fall prevention means is a rope or / and a net. 水平部材の先端部に形成した支柱は、該水平部材側の水平位置と垂直位置とを回動自在に形成してなることを特徴とする請求項6乃至10のいずれか記載の仮設用落下防止柵。   11. The temporary fall prevention according to any one of claims 6 to 10, wherein the support column formed at the tip of the horizontal member is formed so as to be rotatable between a horizontal position and a vertical position on the horizontal member side. fence.
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