JP2014237930A - Working platform - Google Patents

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JP2014237930A
JP2014237930A JP2013119557A JP2013119557A JP2014237930A JP 2014237930 A JP2014237930 A JP 2014237930A JP 2013119557 A JP2013119557 A JP 2013119557A JP 2013119557 A JP2013119557 A JP 2013119557A JP 2014237930 A JP2014237930 A JP 2014237930A
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horizontal member
gantry
column
diameter pipe
side connecting
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JP5884991B2 (en
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千裕 太田良
Chihiro Tatara
千裕 太田良
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TAISEN INDUSTRY CO Ltd
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TAISEN INDUSTRY CO Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a working platform capable of adjusting a height dimension of a column without preparing many kinds of columns different in a length dimension, and capable of freely adjusting a height dimension of an upper end part of the column even in a slight height dimensional difference.SOLUTION: Since a horizontal member 9 is rotatably connected to a column 2, an adjacent column 2 can be vertically moved. Thus, the horizontal member can adjust an upper end part of the adjacent column 2 so as to have a height difference, or to become the same height, and a height position of the upper end part of the column 2 can be steplessly set. Thus, an inclination of a work floor 51 can be freely set, and even when constructing a height difference-present road by a working platform 1, an up-grade and a down-grade can be freely set, and a delicate inclination angle adjustment also becomes possible, and can thereby avoid inconvenience such as a step difference formed between the working floor 51 and the road opposed to the working platform 1.

Description

本発明は構台に係り、特に道路等を補修・建設するための仮設の道路や足場として使用される構台に関するものである。   The present invention relates to a gantry, and more particularly to a gantry used as a temporary road or scaffold for repairing or constructing a road or the like.

構台は、崩落した道路等を補修・建設するための仮設の道路や足場として使用される。この種の構台としては、例えば特許文献1に記載されるものがあり、左右及び前後方向に間隔を開けて立設された複数の支柱が備えられ、隣り合う支柱間で上下方向に間隔を開けて横架材が隣り合うよう連結されている。これらの隣り合う支柱と横架材とで四角形の枠組みを為すよう支柱と横架材とが配置されており、四角形の枠組みの対角部間に筋交いが掛け渡される。支柱の上端には長板状パネル等が敷設されて、作業床が設けられる。
ところで、例えば山道などでは構台に対向する道路の傾斜に沿って作業床を傾斜面としなければならない場合がある。作業床を傾斜面にするためには、支柱の上端部に高低が必要となるため、長さ寸法の異なる支柱を多種類用意して、支柱の上端部に高低を設けるようにしている。
The gantry is used as a temporary road and scaffolding for repairing and constructing collapsed roads. As this type of gantry, there is one described in Patent Document 1, for example, which is provided with a plurality of support columns standing up and down in the left-right and front-rear directions, with a space in the vertical direction between adjacent support columns. The horizontal members are connected so that they are next to each other. The struts and the horizontal members are arranged so as to form a quadrangular frame between the adjacent struts and the horizontal member, and the braces are spanned between the diagonal portions of the quadrangular frame. A long plate-like panel or the like is laid on the upper end of the column to provide a work floor.
By the way, for example, on a mountain road, the work floor may have to be inclined along the slope of the road facing the gantry. In order to make the work floor an inclined surface, the upper end portion of the support column needs to be raised and lowered. Therefore, various types of support columns having different lengths are prepared, and the upper end portion of the support column is provided with the height.

特許第5172796号公報Japanese Patent No. 5172696

しかしながら、長さ寸法の異なる支柱を多種類準備するとコストが嵩むばかりか、作業が煩雑になるという問題がある。
また、長さ寸法の異なる支柱を多種類用意することには限界があり、支柱の上端部の高低の調節をあまり細かく行うことはできず、作業床の傾斜角度の微妙な調節は不可能である。
However, when many types of support columns having different length dimensions are prepared, there is a problem that the cost is increased and the operation becomes complicated.
In addition, there are limits to preparing many types of columns with different length dimensions, and it is not possible to adjust the height of the upper end of the column very finely, and it is impossible to finely adjust the inclination angle of the work floor. is there.

本発明は上記従来の問題点に着目して為されたものであり、長さ寸法の異なる支柱を多種類準備することなく、低コストで、作業も煩雑にならず、作業床の傾斜角度の微妙な調節を行うことができる構台の提供を、その目的とする。   The present invention has been made by paying attention to the above-mentioned conventional problems, without preparing many types of support columns having different length dimensions, at low cost, without complicating work, and with the inclination angle of the work floor. The purpose is to provide a gantry that can be finely adjusted.

本発明は上記課題を解決するためになされたものであり、請求項1の発明は、左右及び前後方向に間隔を開けて立設された複数の支柱と、隣り合う支柱間に掛け渡されて連結される横架材と、前記横架材を前記隣り合う支柱間に連結する連結手段と、前記支柱の上端部に支持される作業床を備えた構台において、
前記連結手段は前記横架材を前記支柱に対し回動可能に連結するものであり、前記隣り合う支柱は前記横架材を回動させながら上下動することが可能で各々の支柱を任意の高さ位置に調節でき、
前記任意の高さ位置に調節した隣り合う支柱を、その位置で固定できる固定手段を備えたことを特徴とする構台である。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and the invention of claim 1 is provided by spanning between a plurality of struts erected at intervals in the left-right and front-rear directions and adjacent struts. In a gantry comprising a horizontal member to be connected, a connecting means for connecting the horizontal member between the adjacent columns, and a work floor supported by the upper end of the column,
The connecting means connects the horizontal member to the column so that the horizontal member can rotate, and the adjacent columns can move up and down while rotating the horizontal member. Can be adjusted to the height position,
A gantry comprising fixing means for fixing adjacent struts adjusted to the arbitrary height position at that position.

請求項2の発明は、請求項1に記載した構台において、横架材は上下方向に間隔を開けて一対設けられ、前記一対の横架材と一対の支柱とによって平行四辺形の枠組みが構成されており、前記一対の支柱が上下動するように前記枠組みを変形させて各々の支柱を任意の高さ位置に調節することを特徴とする構台である。   According to a second aspect of the present invention, in the gantry described in the first aspect, a pair of horizontal members are provided at intervals in the vertical direction, and a parallelogram frame is configured by the pair of horizontal members and the pair of support columns. The gantry is characterized in that the frame is deformed so that the pair of struts move up and down and each strut is adjusted to an arbitrary height position.

請求項3の発明は、請求項1または2に記載した構台において、固定手段は筋交いであり、前記筋交いは、横架材どうしの間、支柱どうしの間、横架材と支柱との間のいずれかに架け渡されることを特徴とする構台である。   According to a third aspect of the present invention, in the gantry according to the first or second aspect, the fixing means is a brace, and the bracing is between the horizontal members, between the columns, and between the horizontal member and the columns. It is a gantry that is spanned over either.

請求項4の発明は、請求項3に記載した構台において、筋交いは長さ寸法を変更することができ、且つ前記筋交いを所定の長さ寸法となった状態で保持する長さ寸法保持手段を具備することを特徴とする構台である。   According to a fourth aspect of the present invention, in the gantry described in the third aspect, the length of the braces can be changed in length, and the length dimension holding means for holding the braces in a state where the length of the braces becomes a predetermined length. It is a gantry characterized by comprising.

請求項5の発明は、請求項4に記載した構台において、筋交いは大径パイプと小径パイプを有し、前記大径パイプへ小径パイプが相対的にスライド自在となるように差し込まれて、長さ寸法を変更することが可能となっており、長さ寸法保持手段は前記大径パイプに形成された大径パイプ側連結穴と、互いに対向させた状態の前記大径パイプ側連結穴と小径パイプ側連結穴に挿入して抜け止めされる挿入部材とから成り、前記大径パイプ側連結穴と小径パイプ側連結穴の少なくとも一方が複数個設けられ、且つ筋交いの軸方向へ並んで備えられていることを特徴とする構台である。   According to a fifth aspect of the present invention, in the gantry described in the fourth aspect, the brace includes a large-diameter pipe and a small-diameter pipe, and the long-diameter pipe is inserted into the large-diameter pipe so that the small-diameter pipe can be relatively slidable. It is possible to change the length dimension, and the length dimension holding means includes a large-diameter pipe side connecting hole formed in the large-diameter pipe, and the large-diameter pipe side connecting hole and a small diameter in a state of being opposed to each other. An insertion member that is inserted into the pipe-side connection hole and is prevented from coming off, and at least one of the large-diameter pipe-side connection hole and the small-diameter pipe-side connection hole is provided, and is provided side by side in the axial direction of the brace. It is a gantry characterized by that.

請求項6の発明は、請求項3から5のいずれかに記載した構台において、筋交いは真っ直ぐに延びる主部と、前記主部の両端に設けられた連結部とから成り、前記筋交いの両端の連結部が屈曲していることを特徴とする構台である。   The invention according to claim 6 is the gantry according to any one of claims 3 to 5, wherein the brace is composed of a main portion extending straight and connecting portions provided at both ends of the main portion. The gantry is characterized in that the connecting portion is bent.

請求項7の発明は、請求項1から6のいずれかに記載した構台において、連結手段は、支柱の外周面から外方向へ突出して設けられた支柱側連結部と、前記支柱側連結部に形成された支柱側連結孔と、横架材の両端に設けられた横架材側連結部と、前記横架材側連結部に形成された横架材側連結孔と、連結軸とから成り、前記支柱側連結部と前記横架材側連結部とを重ねて、前記支柱側連結孔と前記横架材側連結孔とを対向させ、前記連結軸を前記支柱側連結孔と前記横架材側連結孔に挿入して、前記横架材を前記支柱に対し回動可能に連結することを特徴とする構台である。   According to a seventh aspect of the present invention, in the gantry according to any one of the first to sixth aspects, the connecting means includes a support-side connecting portion that protrudes outward from the outer peripheral surface of the support, and the support-side connecting portion. The column-side connecting hole formed, the horizontal member-side connecting portion provided at both ends of the horizontal member, the horizontal member-side connecting hole formed in the horizontal member-side connecting portion, and a connecting shaft. The strut-side connecting portion and the horizontal member-side connecting portion are overlapped, the strut-side connecting hole and the horizontal member-side connecting hole are opposed to each other, and the connecting shaft is connected to the strut-side connecting hole and the horizontal member. A gantry that is inserted into a material side connection hole and rotatably connects the horizontal member to the support column.

請求項8の発明は、請求項1から7のいずれかに記載した構台において、支柱の上端部には作業床を支持する支持装置が設けられており、前記支持装置は作業床の傾斜に対応して傾斜姿勢となる傾動部を有することを特徴とする構台である。   According to an eighth aspect of the present invention, in the gantry according to any one of the first to seventh aspects, a support device for supporting the work floor is provided at an upper end portion of the support column, and the support device corresponds to an inclination of the work floor. Thus, the gantry has a tilting portion that is tilted.

本発明によれば、長さ寸法の異なる支柱を多種類準備することなく、低コストで、作業も煩雑にならず、作業床の傾斜角度の微妙な調節を行うことができるようになる。   According to the present invention, it is possible to perform fine adjustment of the inclination angle of the work floor without preparing many kinds of support columns having different length dimensions, at low cost, without complicating the work.

本発明の第一の実施の形態に係る構台の正面図である。It is a front view of the gantry concerning a first embodiment of the present invention. 図1の構台の側面図である。It is a side view of the gantry of FIG. 図1の構台の支柱の正面図である。It is a front view of the support | pillar of the gantry of FIG. 図1の構台を構成する横架材の斜視図である。It is a perspective view of the horizontal member which comprises the gantry of FIG. 図1の構台を構成する筋交いの分解斜視図である。It is a disassembled perspective view of the braces which comprise the gantry of FIG. 図1の構台を構成する連結具の使用方法を説明するための図である。It is a figure for demonstrating the usage method of the coupling tool which comprises the gantry of FIG. 図1の構台の支柱と横架材、横架材と筋交いを連結する方法を説明するための斜視図である。It is a perspective view for demonstrating the method to connect the support | pillar and horizontal member of a gantry of FIG. 1, and a horizontal member and bracing. 図1の構台の支柱と横架材、横架材と筋交いを連結して長方形の枠組みを構成する方法を説明するための図である。It is a figure for demonstrating the method of connecting the support | pillar and horizontal member of the gantry of FIG. 図1の構台の支柱と横架材、横架材と筋交いを連結して平行四辺形の枠組みを構成する方法を説明するための図である。It is a figure for demonstrating the method of connecting the support | pillar and horizontal member of a gantry of FIG. 1, and connecting a horizontal member and bracing, and comprising a parallelogram frame. 図1の構台の支柱と横架材、横架材と筋交いを連結して平行四辺形の枠組みを構成する方法を説明するための図である。It is a figure for demonstrating the method of connecting the support | pillar and horizontal member of a gantry of FIG. 1, and connecting a horizontal member and bracing, and comprising a parallelogram frame. 図1の構台の支柱と横架材、横架材と筋交いを連結して平行四辺形の枠組みを構成する方法を説明するための図である。It is a figure for demonstrating the method of connecting the support | pillar and horizontal member of a gantry of FIG. 1, and connecting a horizontal member and bracing, and comprising a parallelogram frame. 本発明の第二の実施の形態に係る構台の正面図である。It is a front view of the gantry concerning a second embodiment of the present invention. 図12の構台の筋交いの分解図である。FIG. 13 is an exploded view of the bracing of the gantry of FIG. 12. 図12の構台の筋交いを組み立てる方法を説明するための図である。It is a figure for demonstrating the method of assembling the bracing of the gantry of FIG. 図12の構台の支持部を説明するための斜視図である。It is a perspective view for demonstrating the support part of the gantry of FIG. 図12の構台の作業床を説明するための斜視図である。It is a perspective view for demonstrating the work floor of the gantry of FIG. 図12の構台の支持部と作業床を説明するための正面図である。It is a front view for demonstrating the support part and work floor of the gantry of FIG.

本発明の第一の実施の形態に係る構台1を図面にしたがって説明する。
符号2は鋼製の丸パイプから成る支柱を示し、この支柱2は一端部(図3において上端部)に他の部分の内径より径寸法が僅かに小さい被接続部3を有している。支柱2の上端部と下端部には連結孔4、6が形成されている。
この被接続部3に別の支柱2の他端部を嵌め、連結孔4と連結孔6とを合わせ、楔47を挿入して抜け止めし、支柱2どうしを連結することができる。従って、支柱2は伸長可能である。
支柱2の周面には、平面視コの字状に屈曲された支柱側連結部5が固着されており、この支柱側連結部5には互いに対向し且つ連通する一対の支柱側連結孔7が形成されている。この支柱側連結部5は図3において前後左右の方向に四つ設けられている。さらに支柱側連結部5は支柱2の長さ方向に等間隔に複数配置されている。
A gantry 1 according to a first embodiment of the present invention will be described with reference to the drawings.
Reference numeral 2 indicates a support column made of a steel round pipe. The support column 2 has a connected portion 3 having a diameter slightly smaller than the inner diameter of the other portion at one end (upper end in FIG. 3). Connection holes 4 and 6 are formed at the upper end and the lower end of the column 2.
The other end portion of another support column 2 is fitted to the connected portion 3, the connection hole 4 and the connection hole 6 are aligned, a wedge 47 is inserted and prevented from coming off, and the support columns 2 can be connected to each other. Therefore, the support column 2 can be extended.
A column-side coupling portion 5 bent in a U-shape in plan view is fixed to the peripheral surface of the column 2, and a pair of column-side coupling holes 7 that face each other and communicate with each other. Is formed. Four support column side connecting portions 5 are provided in the front-rear and left-right directions in FIG. Further, a plurality of support column side connecting portions 5 are arranged at equal intervals in the length direction of the support column 2.

符号9は鋼製の丸パイプから成る横架材を示し、この横架材9の一端側と他端側には互いに対向する一対の軸挿通孔11が、それぞれ二組ずつ設けられている。
また、横架材9の両端部には端部が円弧状に形成された一対の横架材側連結部13が設けられている。横架材側連結部13は間隔を開け、且つ互いに対向した状態で備えられている。一対の横架材側連結部13には横架材側連結部13に連通する横架材側連結孔15がそれぞれ形成されている。
支柱2と横架材9とによって枠組み16が構成される。
Reference numeral 9 denotes a horizontal member made of a round pipe made of steel, and two sets of shaft insertion holes 11 facing each other are provided on one end side and the other end side of the horizontal member 9 respectively.
In addition, a pair of horizontal member side connecting portions 13 whose ends are formed in an arc shape are provided at both ends of the horizontal member 9. The horizontal member side connecting portions 13 are provided in a state of being spaced apart from each other and facing each other. The pair of horizontal member side connecting portions 13 are respectively formed with horizontal member side connecting holes 15 communicating with the horizontal member side connecting portion 13.
The support 16 and the horizontal member 9 constitute a frame 16.

符号17は固定手段としての鋼製の筋交いを示し、この筋交い17は一方のパイプとしての大径パイプ19と、この大径パイプ19の内径より僅かに外径の小さい他方側パイプとしての小径パイプ21を有している。大径パイプ19には小径パイプ21が相対的にスライド自在となるように差し込まれている。これら大径パイプ19と小径パイプ21によって真っ直ぐに延びる主部が構成されている。
大径パイプ19の一端部には一対の大径パイプ側連結孔23が設けられており、一対の大径パイプ側連結孔23は互いに対向した状態で備えられている。また、小径パイプ21には一対の小径パイプ側連結孔25が設けられており、一対の小径パイプ側連結孔25は互いに対向した状態で備えられている。この一対の小径パイプ側連結孔25は一対を一組として六組配置されており、これらの小径パイプ側連結孔25は互いに間隔を開けて小径パイプ21の軸方向へ並んでいる。
大径パイプ側連結孔23、小径パイプ側連結孔25、および後述する挿入部材としての楔47とによって長さ寸法保持手段が構成されている。
Reference numeral 17 denotes a steel brace as a fixing means. The brace 17 includes a large-diameter pipe 19 as one pipe and a small-diameter pipe as an other-side pipe whose outer diameter is slightly smaller than the inner diameter of the large-diameter pipe 19. 21. A small-diameter pipe 21 is inserted into the large-diameter pipe 19 so as to be relatively slidable. The large-diameter pipe 19 and the small-diameter pipe 21 constitute a main portion that extends straight.
A pair of large-diameter pipe side connection holes 23 are provided at one end of the large-diameter pipe 19, and the pair of large-diameter pipe side connection holes 23 are provided in a state of facing each other. The small-diameter pipe 21 is provided with a pair of small-diameter pipe-side connecting holes 25, and the pair of small-diameter pipe-side connecting holes 25 are provided so as to face each other. The pair of small diameter pipe side connection holes 25 are arranged in six pairs, and the small diameter pipe side connection holes 25 are arranged in the axial direction of the small diameter pipe 21 with a space therebetween.
The large-diameter pipe-side connecting hole 23, the small-diameter pipe-side connecting hole 25, and a wedge 47 as an insertion member to be described later constitute a length dimension holding means.

大径パイプ19の他端部には一対の連結部27が設けられており、一対の連結部27は互いに対向した状態で備えられている。この連結部27は大径パイプ19に屈曲した状態で取り付けられており、連結部27は大径パイプ19に対し45度傾斜した姿勢で備えられている。一対の連結部27には互いに対向する連結孔28がそれぞれ形成されている。なお、一対の連結部27は端部が円弧状に形成されている。
また、小径パイプ21の他端部には一対の連結部29が設けられており、一対の連結部29は互いに対向した状態で備えられている。この連結部29は小径パイプ21に屈曲した状態で取り付けられており、連結部29は小径パイプ21に対し45度傾斜した姿勢で備えられている。一対の連結部29には互いに対向する連結孔30がそれぞれ形成されている。なお、一対の連結部29は端部が円弧状に形成されている。
A pair of connecting portions 27 are provided at the other end of the large-diameter pipe 19, and the pair of connecting portions 27 are provided in a state of facing each other. The connecting portion 27 is attached to the large diameter pipe 19 in a bent state, and the connecting portion 27 is provided in a posture inclined by 45 degrees with respect to the large diameter pipe 19. The pair of connecting portions 27 are formed with connecting holes 28 facing each other. Note that the ends of the pair of connecting portions 27 are formed in an arc shape.
In addition, a pair of connecting portions 29 are provided at the other end of the small diameter pipe 21, and the pair of connecting portions 29 are provided in a state of facing each other. The connecting portion 29 is attached to the small diameter pipe 21 in a bent state, and the connecting portion 29 is provided in a posture inclined by 45 degrees with respect to the small diameter pipe 21. The pair of connecting portions 29 are formed with connecting holes 30 facing each other. Note that the pair of connecting portions 29 has an end formed in an arc shape.

符号31は連結具を示し、この連結具31は一対の連結軸33を有している。連結軸33は比較的短寸法の略円柱状に形成されており、連結軸33の先端部分は先細り形状に形成されている。連結軸33の径寸法は支柱側連結孔7、横架材側連結孔15、軸挿通孔11にわずかな隙間を空けて挿入できるように設定されている。
連結軸33の基端部には円盤状のストッパ35が一体に形成されており、このストッパ35は支柱側連結孔7、横架材側連結孔15および軸挿通孔11よりもラジアル方向へ突出する寸法に形成されている。
Reference numeral 31 denotes a connecting tool, and the connecting tool 31 has a pair of connecting shafts 33. The connection shaft 33 is formed in a substantially cylindrical shape having a relatively short dimension, and the tip end portion of the connection shaft 33 is formed in a tapered shape. The diameter of the connecting shaft 33 is set so that it can be inserted into the support column side connecting hole 7, the horizontal member side connecting hole 15, and the shaft insertion hole 11 with a slight gap.
A disc-shaped stopper 35 is integrally formed at the base end portion of the connecting shaft 33, and this stopper 35 protrudes in the radial direction from the support-side connecting hole 7, the horizontal member-side connecting hole 15 and the shaft insertion hole 11. It is formed to the dimension to be.

図6に連結具31の詳細な構成を示す。
符号37は連結部材を示し、この連結部材37は鋼製で細径の棒状体によって構成され、連結部材37は弾性変形自在でバネ性が付与されている。連結部材37は中心部分で湾曲して湾曲部39が形成されている。湾曲部39と両端部41との間で交差して交差部43が形成され、交差部43と両端部41との間に一対の指掛け部45が形成されている。一対の指掛け部45は湾曲部39の両側に連続してそれぞれ外側へ延び、且つ、湾曲部39側から両端部41側へ行くに従って互いに離れる方向へ真っ直ぐに延びている。また、連結部材37の両端部は互いに対向する方向へ直角に曲げられている。
FIG. 6 shows a detailed configuration of the connector 31.
Reference numeral 37 denotes a connecting member. The connecting member 37 is made of a thin rod-shaped body made of steel, and the connecting member 37 is elastically deformable and has a spring property. The connecting member 37 is curved at the central portion to form a curved portion 39. An intersecting portion 43 is formed by intersecting between the curved portion 39 and both end portions 41, and a pair of finger hook portions 45 are formed between the intersecting portion 43 and both end portions 41. The pair of finger-hanging portions 45 continuously extend outward on both sides of the bending portion 39 and extend straight in a direction away from the bending portion 39 side toward the both end portions 41 side. Further, both end portions of the connecting member 37 are bent at right angles in directions opposite to each other.

連結部材37の両端部41には連結軸33の基端部がそれぞれ取り付けられており、一対の連結軸33は、先端部どうしが互いに対向する姿勢で連結部材37を介して連結されている。
支柱側連結部5、支柱側連結孔7、横架材側連結部13、横架材側連結孔15及び連結軸33によって、支柱2と横架材9とを連結する連結手段が構成されている。
The base end portions of the connecting shaft 33 are respectively attached to both end portions 41 of the connecting member 37, and the pair of connecting shafts 33 are connected via the connecting member 37 so that the distal end portions face each other.
The column-side connecting portion 5, the column-side connecting hole 7, the horizontal member-side connecting portion 13, the horizontal member-side connecting hole 15 and the connecting shaft 33 constitute a connecting means for connecting the column 2 and the horizontal member 9. Yes.

構台1の構築方法について説明する。
構台1は施工現場の測量結果等に基づいて、その高さ、作業床51の傾斜方向、傾斜角度等が決められている。
支柱2を奥行き方向または幅方向に所定間隔あけて立設状態に配置する。最下端の支柱2の下端部は地面に差し込む。
A construction method of the gantry 1 will be described.
The gantry 1 has its height, the inclination direction of the work floor 51, the inclination angle, and the like determined based on the survey results at the construction site.
The support columns 2 are arranged in a standing state at a predetermined interval in the depth direction or the width direction. The lower end of the lowermost support column 2 is inserted into the ground.

次に、図7に示すように、横架材9の一端部に設けられた一対の横架材側連結部13によって一対の支柱側連結部5を挟み、支柱側連結孔7と横架材側連結孔15とを対向させる。
そして、連結具31の一対の指掛け部45に指を掛けて湾曲部39と指掛け部45を握り、湾曲部39と指掛け部45を弾性変形させて一対の連結軸33が互いに離れる方向へ移動させる(図6参照)。次いで、一対の連結軸33を一対の支柱側連結孔7と一対の横架材側連結孔15に対向させて、連結具31を握っている手を緩める。すると、湾曲部39と指掛け部45の弾性力によって一対の連結軸33は一対の支柱側連結孔7と一対の横架材側連結孔15へ挿入され、ストッパ35が横架材側連結孔15の周縁に圧接される。これにより、支柱2の支柱側連結部5に横架材9の横架材側連結部13が連結され、横架材9の一端部が連結軸33を支点として支柱2に対して回動可能に連結される。
Next, as shown in FIG. 7, the pair of column-side connection portions 5 are sandwiched between the pair of horizontal-member-side connection portions 13 provided at one end of the horizontal member 9, and the column-side connection holes 7 and the horizontal material are arranged. The side connection hole 15 is opposed.
Then, a finger is put on the pair of finger hooks 45 of the connector 31 to grip the bending portion 39 and the finger hook 45, and the bending portion 39 and the finger hook 45 are elastically deformed to move the pair of connecting shafts 33 away from each other. (See FIG. 6). Next, the pair of connecting shafts 33 are opposed to the pair of column-side connecting holes 7 and the pair of horizontal member-side connecting holes 15, and the hand holding the connector 31 is loosened. Then, the pair of connecting shafts 33 are inserted into the pair of column-side connecting holes 7 and the pair of horizontal member-side connecting holes 15 by the elastic force of the bending portion 39 and the finger hooking portion 45, and the stopper 35 is inserted into the horizontal member-side connecting hole 15. It is press-contacted to the periphery. Thereby, the horizontal member side connecting part 13 of the horizontal member 9 is connected to the column side connecting part 5 of the column 2, and one end of the horizontal member 9 can be rotated with respect to the column 2 with the connecting shaft 33 as a fulcrum. Connected to

一端部を支柱2に連結した横架材9を回動させて、その他端部に設けた一対の横架材側連結部13の横架材側連結孔15を、隣り合う支柱2の支柱側連結孔7に合わせる。そして、上記横架材9の一端部の連結作業と同様にして、連結具31の一対の連結軸33を一対の支柱側連結孔7と一対の横架材側連結孔15へ挿入し、隣り合う支柱2の支柱側連結部5と他端側の一対の横架材側連結部13とを連結する。
一対の横架材9を上下方向に間隔を開けて支柱2に連結して、一対の横架材9と一対の支柱2とによって平行四辺形の枠組み16を構成する。
The horizontal member 9 having one end connected to the column 2 is rotated, and the horizontal member side connection hole 15 of the pair of horizontal member side connecting portions 13 provided at the other end is connected to the column side of the adjacent column 2. Align with the connecting hole 7. Then, in the same manner as the connecting operation of the one end portion of the horizontal member 9, the pair of connecting shafts 33 of the connecting tool 31 are inserted into the pair of column-side connecting holes 7 and the pair of horizontal member-side connecting holes 15. The strut side connecting portion 5 of the matching strut 2 and the pair of horizontal member side connecting portions 13 on the other end side are connected.
A pair of horizontal members 9 are connected to the column 2 with a space in the vertical direction, and the pair of horizontal members 9 and the pair of columns 2 constitute a parallelogram frame 16.

横架材9は連結軸33を支点として支柱2に対して回動可能に連結されているので、一対の支柱2が上下動するように枠組み16を変形させて各々の支柱2を任意の高さ位置に調節することができ、各々の支柱2の上端部の高さ位置を自由に設定することが可能である。このように隣接する支柱2の上端部に高低差ができるように調節したり、或いは同じ高さになるように調節したりすることができる。
隣り合う支柱2を上下方向へ動作させることにより、枠組み16の形状は図8に示す長方形だけでなく図9から図11に示すような様々な平行四辺形の形状となり、これに従って横架材9は傾斜姿勢となる。
Since the horizontal member 9 is pivotally connected to the support column 2 with the connecting shaft 33 as a fulcrum, the frame 16 is deformed so that the pair of support columns 2 move up and down, and each support column 2 is set to an arbitrary height. The height position of the upper end portion of each column 2 can be freely set. Thus, it can adjust so that a height difference may be made in the upper end part of the adjacent support | pillar 2, or it can adjust so that it may become the same height.
By moving adjacent struts 2 in the vertical direction, the shape of the frame 16 becomes not only the rectangle shown in FIG. 8 but also various parallelogram shapes as shown in FIGS. Is inclined.

筋交い17によって任意の高さに調節した隣り合う支柱2を、その位置で固定するには、まず、大径パイプ19の一端に差し込まれている小径パイプ21をスライドさせて、支柱2と横架材9によって構成された枠組み16の対角部間の距離に筋交い17の長さ寸法を合わせる。
そして、大径パイプ19と小径パイプ21に対し屈曲した状態で取り付けられている連結部27、29が互いに異なる向きとなるように大径パイプ19(または小径パイプ21)を回す。次いで、大径パイプ側連結孔23と小径パイプ側連結孔25を互いに対向させて、その状態で大径パイプ側連結孔23と小径パイプ側連結孔25に楔47を挿入して抜け止めし、大径パイプ19と小径パイプ21を連結固定して、筋交い17を所定の長さ寸法となった状態で保持する。
このように筋交い17は伸縮自在であり、その長さ寸法を支柱2と横架材9によって構成された枠組み16の対角部間の長さ寸法に合わせて自由に変更することができる。
In order to fix the adjacent strut 2 adjusted to an arbitrary height by the brace 17 at that position, first, the small-diameter pipe 21 inserted into one end of the large-diameter pipe 19 is slid, and the strut 2 and the horizontal support are placed. The length dimension of the braces 17 is adjusted to the distance between the diagonal portions of the frame 16 constituted by the material 9.
Then, the large-diameter pipe 19 (or the small-diameter pipe 21) is rotated so that the connecting portions 27 and 29 attached to the large-diameter pipe 19 and the small-diameter pipe 21 are bent in different directions. Next, the large-diameter pipe-side connecting hole 23 and the small-diameter pipe-side connecting hole 25 are opposed to each other, and in this state, a wedge 47 is inserted into the large-diameter pipe-side connecting hole 23 and the small-diameter pipe-side connecting hole 25 to prevent detachment, The large-diameter pipe 19 and the small-diameter pipe 21 are connected and fixed, and the brace 17 is held in a state of a predetermined length.
In this way, the brace 17 can be expanded and contracted, and its length dimension can be freely changed according to the length dimension between the diagonal portions of the frame 16 constituted by the support column 2 and the horizontal member 9.

図7に示すように、筋交い17の一対の連結部27(連結部29)によって横架材9を挟むようにし、軸挿通孔11と連結孔28(連結孔30)とを一致させる。前述の支柱2の支柱側連結部5に横架材9の横架材側連結部13を連結する方法と同様にして、連結具31の一対の連結軸33を軸挿通孔11と連結孔28(連結孔30)へ挿入し、横架材9と連結部27(連結部29)とを連結させ、筋交い17によって任意の高さ位置に調節した隣り合う支柱2を、その位置で固定する。   As shown in FIG. 7, the horizontal member 9 is sandwiched between the pair of connecting portions 27 (connecting portions 29) of the brace 17, and the shaft insertion hole 11 and the connecting hole 28 (connecting hole 30) are made to coincide with each other. The pair of connecting shafts 33 of the connecting tool 31 are connected to the shaft insertion hole 11 and the connecting hole 28 in the same manner as the method of connecting the horizontal member side connecting part 13 of the horizontal member 9 to the column side connecting part 5 of the column 2 described above. It inserts into the (connection hole 30), connects the horizontal member 9 and the connection part 27 (connection part 29), and the adjacent support | pillar 2 adjusted to arbitrary height positions by the brace 17 is fixed in the position.

上記の作業を繰り返して、奥行き方向または幅方向の枠組み16の対角部間にも筋交い17を掛け渡して、任意の高さ位置に調節した隣り合う支柱2を、その位置で固定する。
さらに、奥行き方向、幅方向および上方向に枠組み16を組み立てていき、上端部が所望の高さ寸法まで達したら、支柱2の上端に長板状パネル49等を敷設し、作業床51を構成する。
By repeating the above operation, the struts 17 are stretched between the diagonal portions of the frame 16 in the depth direction or the width direction, and the adjacent struts 2 adjusted to an arbitrary height position are fixed at that position.
Further, the frame 16 is assembled in the depth direction, the width direction, and the upward direction, and when the upper end reaches a desired height dimension, a long panel 49 or the like is laid on the upper end of the column 2 to configure the work floor 51. To do.

このように横架材9は支柱2に対し回動可能に連結されているので、隣り合う支柱2を上下動させることができる。従って、隣接する支柱2の上端部に高低差ができるように調節したり、同じ高さになるように調節したりして、支柱2の上端部の高さ位置を無段階で設定することが可能である。よって、作業床51の傾斜を自由に設定することができ、図1に示したように高低差のある道路を構台1によって構築する場合でも、上り勾配、下り勾配を自由に設定でき、しかも微妙な傾斜角度の調節も可能となって、作業床51と、構台1に対向する道路との間に段差ができるなどの不都合を回避することが可能となる。   Thus, since the horizontal member 9 is rotatably connected to the support column 2, the adjacent support columns 2 can be moved up and down. Therefore, the height position of the upper end portion of the support column 2 can be set in a stepless manner by adjusting the upper end portion of the adjacent support columns 2 so as to have a height difference or adjusting the height to be the same. Is possible. Therefore, the inclination of the work floor 51 can be freely set, and even when a road with a height difference is constructed by the gantry 1 as shown in FIG. Therefore, it is possible to avoid such inconvenience that a step is formed between the work floor 51 and the road facing the gantry 1.

本発明の第二の実施の形態に係る構台53について説明する。
図12に示す構台53は、筋交い17の小径パイプ側連結孔25、作業床51を除いて第一の実施の形態の構台1と、構造、組立方法が略同様であるため、その説明を省略する。
符号55は脚部を示し、この脚部55はジャッキ59を有しており、このジャッキ59を操作することで長さ寸法を伸縮させることができる。
A gantry 53 according to a second embodiment of the present invention will be described.
The gantry 53 shown in FIG. 12 is substantially the same in structure and assembling method as the gantry 1 of the first embodiment except for the small-diameter pipe side connection hole 25 and the work floor 51 of the brace 17, and thus the description thereof is omitted. To do.
Reference numeral 55 denotes a leg portion. The leg portion 55 has a jack 59, and the length dimension can be expanded and contracted by operating the jack 59.

符号61は筋交いを示し、この筋交い61は大径パイプ19と小径パイプ63を有している。大径パイプ19へ小径パイプ63が相対的にスライド自在となるように差し込まれている。大径パイプ19と小径パイプ63によって真っ直ぐに延びる主部が構成されている。   Reference numeral 61 indicates a brace, and the brace 61 includes a large-diameter pipe 19 and a small-diameter pipe 63. The small diameter pipe 63 is inserted into the large diameter pipe 19 so as to be relatively slidable. The large-diameter pipe 19 and the small-diameter pipe 63 constitute a main portion that extends straight.

図13、図14に示すように、小径パイプ63には小径パイプ側連結孔65a、65b、65c、65d、65e、65f、65g、65h、65i、65j、65k、65lが小径パイプ63の軸方向へ交差する方向において互いに対向する一対を一組として12組配置されており、しかも互いに間隔を空けて軸方向へ並んで備えられている。これらの間隔は後述する横架材9の所定の複数段階の傾斜角度に応じた枠組み66の対角部間の距離に対応する長さ寸法に設定されている。
大径パイプ側連結孔23、小径パイプ側連結孔65a、65b、65c、65d、65e、65f、65g、65h、65i、65j、65k、65l、および後述する挿入部材としての楔47とによって筋交い61を所定の長さ寸法となった状態で保持する長さ寸法保持手段が構成されている。
As shown in FIGS. 13 and 14, the small diameter pipe 63 has small diameter pipe side connecting holes 65a, 65b, 65c, 65d, 65e, 65f, 65g, 65h, 65i, 65j, 65k, 65l in the axial direction of the small diameter pipe 63. Twelve pairs are arranged as a pair facing each other in the direction intersecting with each other, and are arranged side by side in the axial direction with a space between each other. These intervals are set to lengths corresponding to the distances between the diagonal portions of the frame 66 according to the inclination angles of a predetermined plurality of stages of the horizontal member 9 described later.
The brace 61 by the large diameter pipe side connecting hole 23, the small diameter pipe side connecting holes 65a, 65b, 65c, 65d, 65e, 65f, 65g, 65h, 65i, 65j, 65k, 65l, and a wedge 47 as an insertion member described later. The length dimension holding means is configured to hold in a state where the predetermined length dimension is reached.

符号67は支持装置を示し、この支持装置67は取付部68と傾動部69によって構成されている。
図15に示すように、取付部68は筒部70と作業床側連結部71を有しており、筒部70は支柱2の一端側(図12において上端側)が嵌り込む形状に形成されている。また、筒部70の上端側には作業床側連結部71が取り付けられており、この作業床側連結部71の上端部分の左右側部が円弧状となった板状を為している。図15に示すように、作業床側連結部71の略中央には左右一対の連結孔73が形成されている。
Reference numeral 67 denotes a support device, and the support device 67 includes an attachment portion 68 and a tilting portion 69.
As shown in FIG. 15, the mounting portion 68 has a cylindrical portion 70 and a work floor side connecting portion 71, and the cylindrical portion 70 is formed in a shape into which one end side (upper end side in FIG. 12) of the support column 2 is fitted. ing. Further, a work floor side connecting portion 71 is attached to the upper end side of the cylindrical portion 70, and the left and right side portions of the upper end portion of the work floor side connecting portion 71 are formed in a circular plate shape. As shown in FIG. 15, a pair of left and right connection holes 73 are formed in the approximate center of the work floor side connection portion 71.

傾動部69は一対の大引支持部77と支持板79を有している。図15に示すように、大引支持部77は平板の両端部を直角に曲げた形状に形成されている。大引支持部77の底部裏面には一対の支持板79が固定されている。一対の支持板79は斜め下方へ突出し、互いに間隔を開けて備えられており、また、一対の支持板79は下端部が円弧状となっている。一対の支持板79には互いに対向する連結孔81がそれぞれ形成されている。
作業床側連結部71を傾動部69の一対の支持板79で挟むように備えられ、連結孔73と連結孔81にボルト83が挿通され、このボルト83にナット85が螺合されて、作業床側連結部71に回動自在に支持されている。
The tilting portion 69 has a pair of large pull support portions 77 and a support plate 79. As shown in FIG. 15, the large pull support portion 77 is formed in a shape in which both ends of the flat plate are bent at a right angle. A pair of support plates 79 are fixed to the bottom back surface of the large pull support portion 77. The pair of support plates 79 project obliquely downward and are provided with a gap therebetween, and the pair of support plates 79 has an arc shape at the lower end. The pair of support plates 79 are formed with connecting holes 81 facing each other.
The work floor side connecting portion 71 is provided so as to be sandwiched between a pair of support plates 79 of the tilting portion 69, a bolt 83 is inserted into the connecting hole 73 and the connecting hole 81, and a nut 85 is screwed into the bolt 83 to The floor side connecting portion 71 is rotatably supported.

構台53の構築方法について説明する。
まず、脚部55を立設状態に配置して、脚部55のジャッキ59を操作して脚部55の長さ寸法を調節する。これと同様にして脚部55を奥行き方向または幅方向に所定間隔あけて配置し、脚部55の長さ寸法を調節する。
次に、脚部55の上端部に支柱2を複数本連結し、各々の支柱2間に横架材9を連結して枠組み66を構成する。
A construction method of the gantry 53 will be described.
First, the leg portion 55 is placed in an upright state, and the jack 59 of the leg portion 55 is operated to adjust the length dimension of the leg portion 55. Similarly, the leg portions 55 are arranged at predetermined intervals in the depth direction or the width direction, and the length dimension of the leg portions 55 is adjusted.
Next, a plurality of support columns 2 are connected to the upper end portion of the leg portion 55, and the frame member 66 is configured by connecting the horizontal member 9 between the support columns 2.

図14に示すように、小径パイプ63をスライドさせて、筋交い61の長さ寸法が枠組み66の対角部間の長さ寸法と合うように小径パイプ側連結孔65a、65b、65c、65d、65e、65f、65g、65h、65i、65j、65k、65lのいずれかと大径パイプ側連結孔23とを互いに対向させて楔47を挿入して抜け止めし、大径パイプ19と小径パイプ63とを連結固定する。   As shown in FIG. 14, the small diameter pipe 63 is slid, and the small diameter pipe side connecting holes 65a, 65b, 65c, 65d, so that the length dimension of the brace 61 matches the length dimension between the diagonal portions of the frame 66, One of 65e, 65f, 65g, 65h, 65i, 65j, 65k, 65l and the large-diameter pipe side connecting hole 23 face each other to insert a wedge 47 to prevent the large-diameter pipe 19 and the small-diameter pipe 63 Are connected and fixed.

小径パイプ側連結孔65a、65b、65c、65d、65e、65f、65g、65h、65i、65j、65k、65lのいずれかを選択することで、筋交い61を複数段階の長さ寸法に変更できる。従って、筋交い61は横架材9が支柱2に対して所定の傾斜角度となったときの枠組み66の対角部間の距離に対応して長さ寸法を変更することができる。
上記のようにして長さ寸法を変更した筋交い61を上下の横架材9に連結させて、枠組み66を固定する。
さらに、枠組み66を奥行き方向、幅方向および上方向に順次組み立てていき、枠組み66の平行四辺形を変形させて、一対の支柱2の上端部が所望の高さとなったところで、筋交い61によって枠組み66をその状態で固定する。
By selecting one of the small diameter pipe side connecting holes 65a, 65b, 65c, 65d, 65e, 65f, 65g, 65h, 65i, 65j, 65k, 65l, the brace 61 can be changed to a plurality of lengths. Therefore, the brace 61 can change the length dimension corresponding to the distance between the diagonal portions of the frame 66 when the horizontal member 9 has a predetermined inclination angle with respect to the support column 2.
The brace 61 whose length has been changed as described above is connected to the upper and lower horizontal members 9, and the frame 66 is fixed.
Further, the frame 66 is sequentially assembled in the depth direction, the width direction, and the upward direction, the parallelogram of the frame 66 is deformed, and the upper ends of the pair of support columns 2 reach a desired height. 66 is fixed in that state.

図12に示す枠組み66aは横架材9が左下がり方向へ傾斜し、その傾斜角度が10度になっており、これに合わせて筋交い61の長さ寸法を調節する。すなわち、大径パイプ側連結孔23と小径パイプ側連結孔65cとを対向させて楔47によって抜け止めし、小径パイプ63と大径パイプ19とを連結固定する。このようにして小径パイプ側連結孔65cと大径パイプ側連結孔23とを対向させた状態では、筋交い61の長さ寸法が横架材9の傾斜角度が6度になっている枠組み66aの対角部間の距離に対応する。
枠組み66bは横架材9が右下がり方向へ傾斜し、その傾斜角度が10度となっており、これに合わせて筋交い61の長さ寸法を調節する。すなわち、大径パイプ側連結孔23と小径パイプ側連結孔65jとを対向させて楔47によって抜け止めし、小径パイプ63と大径パイプ19とを連結固定する。
In the frame 66a shown in FIG. 12, the horizontal member 9 is inclined in the left downward direction, and the inclination angle is 10 degrees. The length dimension of the brace 61 is adjusted in accordance with this. That is, the large-diameter pipe side connecting hole 23 and the small-diameter pipe side connecting hole 65c are opposed to each other and are prevented from coming off by the wedge 47, and the small-diameter pipe 63 and the large-diameter pipe 19 are connected and fixed. Thus, in the state where the small diameter pipe side connection hole 65c and the large diameter pipe side connection hole 23 are opposed to each other, the length of the brace 61 of the frame 66a in which the inclination angle of the horizontal member 9 is 6 degrees. Corresponds to the distance between the diagonals.
In the frame 66b, the horizontal member 9 is inclined in the right downward direction, and the inclination angle is 10 degrees, and the length dimension of the brace 61 is adjusted in accordance with this. That is, the large-diameter pipe-side connecting hole 23 and the small-diameter pipe-side connecting hole 65j are opposed to each other and are prevented from coming off by the wedge 47, and the small-diameter pipe 63 and the large-diameter pipe 19 are connected and fixed.

同様に、枠組み66c、66d、66e、66f、66g、66hはそれぞれ横架材9の傾斜角度が0度(水平)、下がり方向へ傾斜し、その傾斜角度が6度、8度、10度、12度、14度となっている。これらに合わせて大径パイプ側連結孔23と小径パイプ側連結孔65f、65e、65d、65c、65b、65aとをそれぞれ対向させて楔47によって抜け止めし、小径パイプ63と大径パイプ19とを連結固定して筋交い61を構成する。このように構成された筋交い61の各段階の長さ寸法は、横架材61の所定の複数段階の傾斜角度に応じた枠組み66の対角部間の距離に対応している。   Similarly, each of the frames 66c, 66d, 66e, 66f, 66g, and 66h is inclined in the downward direction by the inclination angle of the horizontal member 9, and the inclination angle is 6 degrees, 8 degrees, 10 degrees, It is 12 degrees and 14 degrees. In accordance with these, the large-diameter pipe-side connecting hole 23 and the small-diameter pipe-side connecting holes 65f, 65e, 65d, 65c, 65b, 65a are opposed to each other by the wedge 47, and the small-diameter pipe 63 and the large-diameter pipe 19 are The braces 61 are configured by connecting and fixing the. The length dimension of each stage of the brace 61 configured in this way corresponds to the distance between the diagonal parts of the frame 66 according to the predetermined multiple stages of inclination angles of the horizontal member 61.

枠組み66が組み上がったところで、支柱2の上端側に支持装置67を取り付ける。そして、図16、17に示すように、隣り合う支柱2に取り付けた支持装置67の大引支持部77に大引87を支持させて掛け渡し、この大引87と直交するように角材89を渡し、さらに角材89の上に床材91を敷いて作業床93を構成する。
傾動部69は傾動可能なので、隣り合う支柱2の高さが異なり、作業床93が傾斜姿勢となっても、大引87は大引支持部77によって確実に支持される。
なお、図17に示すように隣り合う作業床93の間には数ミリの隙間が形成されているため、隣り合う作業床93も傾斜方向や傾斜角度が異なっても互いに干渉したり、隣り合う作業床93どうしの間が大きく開いてしまったりすることはない。
When the frame 66 is assembled, a support device 67 is attached to the upper end side of the column 2. Then, as shown in FIGS. 16 and 17, the large pull 87 is supported on the large pull support portion 77 of the support device 67 attached to the adjacent support column 2, and the square member 89 is perpendicular to the large pull 87. Further, a floor 91 is laid on the square member 89 to constitute a work floor 93.
Since the tilting portion 69 is tiltable, the large pull 87 is reliably supported by the large pull support portion 77 even when the adjacent struts 2 have different heights and the work floor 93 is inclined.
As shown in FIG. 17, a gap of several millimeters is formed between the adjacent work floors 93, so that the adjacent work floors 93 interfere with each other or are adjacent to each other even if the inclination direction and the inclination angle are different. There is no large gap between the work floors 93.

以上、本発明の実施の形態について詳述してきたが、具体的構成は、この実施の形態に限られるものではなく、本発明の要旨を逸脱しない範囲における設計の変更などがあっても発明に含まれる。
上記第一の実施の形態では車両通行用の構台1を示したが、本発明はこれに限定されず、土木工事等を行うための重機等を設置するための構台に適用できるのは勿論である。
The embodiment of the present invention has been described in detail above. However, the specific configuration is not limited to this embodiment, and the present invention can be changed even if there is a design change without departing from the gist of the present invention. included.
In the first embodiment, the vehicle gantry 1 is shown. However, the present invention is not limited to this, and can be applied to a gantry for installing heavy machinery and the like for civil engineering work. is there.

筋交い17、61は横架材9どうしの間に掛け渡すだけでなく、図1、図2に示すように横架材9と支柱2との間、または支柱2どうしの間に架け渡すようにしてもよい。なお、固定手段として筋交い17、61以外の固定部材を用いることも可能である。
上記実施の形態では、小径パイプ63に小径パイプ側連結孔65a、65b、65c、65d、65e、65f、65g、65h、65i、65j、65k、65lを互いに間隔を空けて軸方向へ並んで備えたが、小径パイプ側連結孔を一組とし、大径パイプ側連結孔を複数組として軸方向へ並んで配置するようにしてもよい。
The braces 17 and 61 are not only laid between the horizontal members 9, but also between the horizontal member 9 and the column 2 or between the columns 2 as shown in FIGS. May be. In addition, it is also possible to use fixing members other than the braces 17 and 61 as the fixing means.
In the above embodiment, the small-diameter pipe 63 is provided with the small-diameter pipe-side connecting holes 65a, 65b, 65c, 65d, 65e, 65f, 65g, 65h, 65i, 65j, 65k, 65l arranged in the axial direction at intervals. However, the small-diameter pipe side connection holes may be set as one set, and the large-diameter pipe side connection holes may be arranged as a plurality of sets side by side in the axial direction.

構台の製造業、土木工事業及び建設業等に利用可能性を有する。   It has applicability to the manufacturing industry of the gantry, civil engineering business and construction industry.

1…構台 2…支柱
3…被接続部 5…支柱側連結部
7…支柱側連結孔 9…横架材
11…軸挿通孔 13…横架材側連結部
15…横架材側連結孔 16…枠組み
17…筋交い 19…大径パイプ
21…小径パイプ 23…大径パイプ側連結孔
25…小径パイプ側連結孔 27…連結部
28…連結孔 29…連結部
30…連結孔 31…連結具
33…連結軸 35…ストッパ
37…連結部材 39…湾曲部
41…両端部 43…交差部
45…指掛け部 47…楔
49…長板状パネル 51…作業床
53…構台 55…脚部
59…ジャッキ 61…筋交い
63…小径パイプ
65a、65b、65c、65d、65e、65f、65g、65h、65i、65j、65k、65l…小径パイプ側連結孔
66…枠組み 67…支持装置
68…取付部 69…傾動部
70…筒部 71…作業床側連結部
73…連結孔 77…大引支持部
79…支持板 81…連結孔
83…ボルト 85…ナット
87…大引 89…角材
91…床材 93…作業床
DESCRIPTION OF SYMBOLS 1 ... Gantry 2 ... Support | pillar 3 ... Connected part 5 ... Support | pillar side connection part 7 ... Support | pillar side connection hole 9 ... Horizontal member 11 ... Shaft insertion hole 13 ... Horizontal member side connection part 15 ... Horizontal member side connection hole 16 ... frame 17 ... brace 19 ... large diameter pipe 21 ... small diameter pipe 23 ... large diameter pipe side connecting hole 25 ... small diameter pipe side connecting hole 27 ... connecting part 28 ... connecting hole 29 ... connecting part 30 ... connecting hole 31 ... connecting tool 33 ... Connection shaft 35 ... Stopper 37 ... Connection member 39 ... Bending part 41 ... Both ends 43 ... Intersection 45 ... Finger hook part 47 ... Wedge 49 ... Long plate-like panel 51 ... Work floor 53 ... Gantry 55 ... Leg part 59 ... Jack 61 ... bracing 63 ... small-diameter pipes 65a, 65b, 65c, 65d, 65e, 65f, 65g, 65h, 65i, 65j, 65k, 65l ... small-diameter pipe-side connecting holes 66 ... frame 67 ... support device 68 ... mounting part 69 ... tilting part 70 ... Cylinder part 71 ... Work floor side connection portion 73 ... Connection hole 77 ... Large support portion 79 ... Support plate 81 ... Connection hole 83 ... Bolt 85 ... Nut 87 ... Large pull 89 ... Square material 91 ... Floor material 93 ... Work floor

Claims (8)

左右及び前後方向に間隔を開けて立設された複数の支柱と、隣り合う支柱間に掛け渡されて連結される横架材と、前記横架材を前記隣り合う支柱間に連結する連結手段と、前記支柱の上端部に支持される作業床を備えた構台において、
前記連結手段は前記横架材を前記支柱に対し回動可能に連結するものであり、前記隣り合う支柱は前記横架材を回動させながら上下動することが可能で各々の支柱を任意の高さ位置に調節でき、
前記任意の高さ位置に調節した隣り合う支柱を、その位置で固定できる固定手段を備えたことを特徴とする構台。
A plurality of columns that are erected at intervals in the left-right and front-rear directions, a horizontal member that is spanned and connected between adjacent columns, and a connecting means that connects the horizontal member between the adjacent columns And in a gantry equipped with a work floor supported by the upper end of the column,
The connecting means connects the horizontal member to the column so that the horizontal member can rotate, and the adjacent columns can move up and down while rotating the horizontal member. Can be adjusted to the height position,
A gantry comprising fixing means for fixing adjacent struts adjusted to the arbitrary height positions at the positions.
請求項1に記載した構台において、横架材は上下方向に間隔を開けて一対設けられ、前記一対の横架材と一対の支柱とによって平行四辺形の枠組みが構成されており、前記一対の支柱が上下動するように前記枠組みを変形させて各々の支柱を任意の高さ位置に調節することを特徴とする構台。   In the gantry according to claim 1, a pair of horizontal members are provided at intervals in the vertical direction, and a pair of horizontal members and a pair of columns form a parallelogram frame, A gantry characterized in that the frame is deformed so that the columns move up and down, and each column is adjusted to an arbitrary height position. 請求項1または2に記載した構台において、固定手段は筋交いであり、前記筋交いは、横架材どうしの間、支柱どうしの間、横架材と支柱との間のいずれかに架け渡されることを特徴とする構台。   3. The gantry according to claim 1 or 2, wherein the fixing means is a brace, and the brace is spanned between the horizontal members, between the columns, or between the horizontal member and the columns. A gantry characterized by 請求項3に記載した構台において、筋交いは長さ寸法を変更することができ、且つ前記筋交いを所定の長さ寸法となった状態で保持する長さ寸法保持手段を具備することを特徴とする構台。   4. The gantry according to claim 3, wherein the brace includes a length dimension holding means capable of changing a length dimension and holding the brace in a state where the bracing is in a predetermined length dimension. Gantry. 請求項4に記載した構台において、筋交いは大径パイプと小径パイプを有し、前記大径パイプへ小径パイプが相対的にスライド自在となるように差し込まれて、長さ寸法を変更することが可能となっており、長さ寸法保持手段は前記大径パイプに形成された大径パイプ側連結穴と、互いに対向させた状態の前記大径パイプ側連結穴と小径パイプ側連結穴に挿入して抜け止めされる挿入部材とから成り、前記大径パイプ側連結穴と小径パイプ側連結穴の少なくとも一方が複数個設けられ、且つ筋交いの軸方向へ並んで備えられていることを特徴とする構台。   The gantry according to claim 4, wherein the brace has a large-diameter pipe and a small-diameter pipe, the small-diameter pipe is inserted into the large-diameter pipe so as to be relatively slidable, and the length dimension can be changed. The length dimension holding means is inserted into the large diameter pipe side connection hole formed in the large diameter pipe and the large diameter pipe side connection hole and the small diameter pipe side connection hole in a state of being opposed to each other. An insertion member that is prevented from coming off, and at least one of the large-diameter pipe side connection hole and the small-diameter pipe side connection hole is provided in plural, and is provided side by side in the axial direction of the brace. Gantry. 請求項3から5のいずれかに記載した構台において、筋交いは真っ直ぐに延びる主部と、前記主部の両端に設けられた連結部とから成り、前記筋交いの両端の連結部が屈曲していることを特徴とする構台。   6. The gantry according to claim 3, wherein the brace includes a main portion extending straight and connecting portions provided at both ends of the main portion, and the connecting portions at both ends of the brace are bent. A gantry characterized by that. 請求項1から6のいずれかに記載した構台において、連結手段は、支柱の外周面から外方向へ突出して設けられた支柱側連結部と、前記支柱側連結部に形成された支柱側連結孔と、横架材の両端に設けられた横架材側連結部と、前記横架材側連結部に形成された横架材側連結孔と、連結軸とから成り、前記支柱側連結部と前記横架材側連結部とを重ねて、前記支柱側連結孔と前記横架材側連結孔とを対向させ、前記連結軸を前記支柱側連結孔と前記横架材側連結孔に挿入して、前記横架材を前記支柱に対し回動可能に連結することを特徴とする構台。   7. The gantry according to claim 1, wherein the connecting means includes a column-side connecting portion provided to project outward from an outer peripheral surface of the column, and a column-side connecting hole formed in the column-side connecting portion. A horizontal member-side connecting portion provided at both ends of the horizontal member, a horizontal member-side connecting hole formed in the horizontal member-side connecting portion, and a connecting shaft, and the strut-side connecting portion; The horizontal member side connecting portion is overlapped, the column side connecting hole and the horizontal member side connecting hole are made to face each other, and the connecting shaft is inserted into the column side connecting hole and the horizontal member side connecting hole. The gantry is characterized in that the horizontal member is rotatably connected to the support column. 請求項1から7のいずれかに記載した構台において、支柱の上端部には作業床を支持する支持装置が設けられており、前記支持装置は作業床の傾斜に対応して傾斜姿勢となる傾動部を有することを特徴とする構台。   8. The gantry according to claim 1, wherein a support device for supporting a work floor is provided at an upper end portion of the support column, and the support device is tilted in an inclined posture corresponding to the inclination of the work floor. A gantry characterized by having a part.
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