JP2016156242A - Joint tool of strut for temporary structure - Google Patents

Joint tool of strut for temporary structure Download PDF

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JP2016156242A
JP2016156242A JP2015036387A JP2015036387A JP2016156242A JP 2016156242 A JP2016156242 A JP 2016156242A JP 2015036387 A JP2015036387 A JP 2015036387A JP 2015036387 A JP2015036387 A JP 2015036387A JP 2016156242 A JP2016156242 A JP 2016156242A
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strut
temporary structure
fitting
male screw
support
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JP6608149B2 (en
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章好 ▲高▼宮
章好 ▲高▼宮
Akiyoshi Takamiya
克之 星野
Katsuyuki Hoshino
克之 星野
拓 吉田
Taku Yoshida
拓 吉田
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Hory Corp
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Hory Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a joint tool of a strut for a temporary structure in which a component of the temporary structure can be connected to the strut through a connecting member in any position in the length direction of the strut and any angular position in the circumference direction of the strut.SOLUTION: A joint tool 10 of the present invention is provided for connecting a component such as a horizontal strut 30 constituting a temporary structure to this strut 1 through a connecting member such as a wedge member 32 on an outer circumferential surface of the strut 1 constituting the temporary structure, and an insertion part is formed for vertically inserting the connecting member. The joint tool 10 is made attachable and detachable to/from the outer circumferential surface of the strut 1 in order to connect the component of the temporary structure to the strut 1 through the connecting member, in any position in the length direction of the strut 1 and any angular position in the circumference direction of the strut.SELECTED DRAWING: Figure 7

Description

本発明は、建築や土木の作業現場で構築される仮設足場等の仮設構造物の支柱の外周面に設けられる継手具に係り、支柱に仮設構造物の構成要素である水平材やブラケット等を連結するために利用することができるものである。   The present invention relates to a fitting provided on the outer peripheral surface of a strut of a temporary structure such as a temporary scaffold constructed at a construction site or a construction site of civil engineering, and a horizontal member or a bracket that is a component of the temporary structure is attached to the strut. It can be used to connect.

下記の特許文献1には、建築や土木の作業現場で構築される仮設足場等の仮設構造物を構成する支柱の外周面に、この支柱に仮設構造物の構成要素となっている水平材等を連結部材を介して連結するために設けられるものであって、連結部材を上下に挿入するための挿入部が形成されている仮設構造物用支柱の継手具が示されており、この特許文献1に示されている継手具は、支柱の長さ方向が厚さ方向となっている厚板材により形成されたフランジ部材となっている。また、前記挿入部が、支柱側に向かって開口していて、支柱の長さ方向に延びる長さを有しているコ字状のポケット部材によって形成されている継手具も知られている。   In Patent Document 1 below, on the outer peripheral surface of a column constituting a temporary structure such as a temporary scaffold constructed at a construction site of construction or civil engineering, a horizontal member or the like that is a component of the temporary structure on the column Is provided for connecting a connecting member through a connecting member, and there is shown a fitting for a strut for a temporary structure in which an insertion portion for inserting the connecting member up and down is formed. 1 is a flange member formed of a thick plate material in which the length direction of the column is the thickness direction. There is also known a joint tool in which the insertion portion is formed by a U-shaped pocket member that is open toward the support column and has a length extending in the length direction of the support column.

特開2013−104295号公報JP2013-104295A

従来の継手具は、支柱の外周面に溶接で固定されているため、この継手具は、支柱の長さ方向の所定の位置に不動状態で設けられているとともに、この継手具に上記連結部材を上下に挿入するために設けられている挿入部は、支柱の円周方向の所定角度位置に配置されている。このため、継手具により、支柱に仮設構造物の上記構成要素を連結部材を介して連結することは、支柱の長さ方向の所定位置及び支柱の円周方向の所定角度位置においてのみ行うことができ、支柱の長さ方向の任意位置及び支柱の円周方向の任意角度位置において、支柱に仮設構造物の構成要素を連結部材を介して連結することはできない。   Since the conventional coupling tool is fixed to the outer peripheral surface of the column by welding, the coupling unit is fixedly provided at a predetermined position in the length direction of the column, and the coupling member is connected to the coupling unit. The insertion portion provided for inserting the column vertically is disposed at a predetermined angular position in the circumferential direction of the support column. For this reason, it is possible to connect the above-described components of the temporary structure to the support column via the connecting member with the joint tool only at a predetermined position in the length direction of the support column and a predetermined angular position in the circumferential direction of the support column. The components of the temporary structure cannot be connected to the support via a connecting member at an arbitrary position in the length direction of the support and an arbitrary angular position in the circumferential direction of the support.

本発明の目的は、支柱の長さ方向の任意位置及び支柱の円周方向の任意角度位置において、支柱に仮設構造物の構成要素を連結部材を介して連結することが可能となる仮設構造物用支柱の継手具を提供するところにある。   An object of the present invention is to provide a temporary structure capable of connecting the constituent elements of the temporary structure to the column via a connecting member at an arbitrary position in the length direction of the column and an arbitrary angle position in the circumferential direction of the column. There is a place to provide the fittings for the column.

本発明に係る仮設構造物用支柱の継手具は、仮設構造物を構成する支柱の外周面に、この支柱に前記仮設構造物の構成要素を連結部材を介して連結するために設けられるものであって、前記連結部材を上下に挿入するための挿入部が形成されている仮設構造物用支柱の継手具において、前記支柱の外周面に対し取り付け、取り外し可能となっていることを特徴とするものである。   The joint for a temporary structure post according to the present invention is provided on the outer peripheral surface of the support constituting the temporary structure in order to connect the component of the temporary structure to the support via a connecting member. Further, in the joint device for a temporary structure strut in which an insertion portion for inserting the connecting member up and down is formed, the fitting can be attached to and detached from the outer peripheral surface of the strut. Is.

このように本発明に係る仮設構造物用支柱の継手具は、支柱の外周面に対し取り付け、取り外し可能となっているため、言い換えると、本発明に係る仮設構造物用支柱の継手具は、支柱の外周面に対し着脱可能となっているため、支柱の長さ方向の任意位置に取り付けることができ、したがって、支柱の長さ方向の任意位置において、支柱に仮設構造物の構成要素を連結部材を介して連結することが可能となる。また、この着脱の継手具は、支柱の円周方向の任意角度位置に配置して支柱に取り付けることができるため、支柱の円周方向の任意角度位置において、支柱に仮設構造物の構成要素を連結部材を介して連結することが可能となる。   As described above, since the fitting for the support for a temporary structure according to the present invention can be attached to and detached from the outer peripheral surface of the support, in other words, the connection for the support for a temporary structure according to the present invention is: Since it can be attached to and detached from the outer peripheral surface of the support column, it can be attached at any position in the length direction of the support column. Therefore, at any position in the length direction of the support column, the components of the temporary structure can be connected to the support column. It becomes possible to connect via a member. In addition, since this detachable coupling tool can be arranged at an arbitrary angle position in the circumferential direction of the support column and attached to the support column, the component of the temporary structure can be attached to the support column at an arbitrary angle position in the circumferential direction of the support column. It becomes possible to connect via a connecting member.

以上の本発明に係る仮設構造物用支柱の継手具は、支柱の外周面に対し取り付け、取り外し可能となっていれば、その構造及び形状は任意のものでよい。   As long as the fitting for the column for a temporary structure according to the present invention can be attached to and detached from the outer peripheral surface of the column, its structure and shape may be arbitrary.

その一例の継手具は、支柱の外周面を挟着するための少なくとも2個の挟着部材と、これらの挟着部材を締結するための締結力が生ずる締結手段とを有し、支柱の全周に巻回されたときに締結手段の締結力により、少なくとも2個の挟着部材が支柱の外周面を挟着してこの外周面に取り付けられるものである。   One example of the fitting has at least two clamping members for clamping the outer peripheral surface of the column, and fastening means for generating a fastening force for fastening these clamping members. When wound around the circumference, at least two clamping members are attached to the outer circumferential surface by clamping the outer circumferential surface of the support column by the fastening force of the fastening means.

また、他の例の継手具は、支柱の外周面に設けられた複数の突起にフック部等により係脱可能に係合されるものである。   Moreover, the coupling tool of another example is engaged with a plurality of protrusions provided on the outer peripheral surface of the support column in a detachable manner by a hook portion or the like.

前者のように継手具を、支柱の外周面を挟着するための少なくとも2個の挟着部材と、これらの挟着部材を締結するための締結力が生ずる締結手段とを有し、支柱の全周に巻回されたときに締結手段の締結力により、少なくとも2個の挟着部材が支柱の外周面を挟着してこの外周面に取り付けられるものとする場合には、挟着部材の個数を2個とし、これらの挟着部材の間に中間部材を介設し、この中間部材とそれぞれの挟着部材を、軸方向が支柱の長さ方向と平行になっている軸部材を中心に回動自在に連結してもよい。   The former has at least two clamping members for clamping the outer peripheral surface of the support as in the former, and fastening means for generating a fastening force for fastening these clamping members. When at least two clamping members are clamped on the outer peripheral surface of the column and attached to the outer peripheral surface by the fastening force of the fastening means when wound around the entire circumference, The number is two, and an intermediate member is interposed between the sandwiching members. The intermediate member and each sandwiching member are centered on the shaft member whose axial direction is parallel to the length direction of the column. It is also possible to connect to each other.

これによると、中間部材に対しそれぞれの挟着部材を軸部材を中心に回動させることができるため、継手具を、締結手段の締結力により、2個の挟着部材を支柱の外周面を挟着させながら支柱の全周に巻回させてこの支柱に取り付けることができる。   According to this, since each sandwiching member can be rotated around the shaft member with respect to the intermediate member, the coupling tool is attached to the outer circumferential surface of the support column by the fastening force of the fastening means. It can be attached to this support by being wound around the entire circumference of the support while being clamped.

なお、中間部材とそれぞれの挟着部材を回動自在に連結し、軸方向が支柱の長さ方向と平行になっている上記軸部材は、ボルトの軸部でもよく、ピンでもよい。   Note that the shaft member that rotatably connects the intermediate member and the respective sandwiching members and whose axial direction is parallel to the length direction of the column may be a shaft portion of a bolt or a pin.

また、上述のように継手具を、支柱の外周面を挟着するための少なくとも2個の挟着部材と、これらの挟着部材を締結するための締結力が生ずる締結手段とを有し、支柱の全周に巻回されたときに締結手段の締結力により、少なくとも2個の挟着部材が支柱の外周面を挟着してこの外周面に取り付けられるものとする場合には、それぞれの挟着部材のうち、少なくとも1個の挟着部材に、前記連結部材が上下に挿入される前記挿入部を設けてもよく、さらに、この挿入部は、それぞれの挟着部材に設けてもよい。   Further, as described above, the coupling tool includes at least two clamping members for clamping the outer peripheral surface of the support column, and fastening means for generating a fastening force for fastening these clamping members, When it is assumed that at least two sandwiching members sandwich the outer peripheral surface of the support and are attached to the outer peripheral surface by the fastening force of the fastening means when wound around the entire periphery of the support column, Of the sandwiching members, at least one sandwiching member may be provided with the insertion portion into which the connecting member is inserted up and down, and the insertion portion may be provided in each sandwiching member. .

そして、挿入部の個数は、1個の挟着部材について、1個でもよく、複数個でもよい。   And the number of insertion parts may be one or more for one clamping member.

また、挟着部材に設ける挿入部の形状も任意のものでよく、この挿入部を、支柱とにより挿入孔を形成するための凹部(窪み部)としてもよく、挟着部材に形成された上下の貫通孔としてもよい。   Further, the shape of the insertion portion provided in the sandwiching member may be arbitrary, and this insertion portion may be a recess (a hollow portion) for forming an insertion hole with the support column, and the upper and lower portions formed in the sandwiching member. It is good also as a through-hole.

また、上記締結手段も任意の構造によるものでよく、その一例の締結手段は、継手具が支柱の全周に巻回されたときに互いに支柱の円周方向に隣接する2個の部材のうち、一方の部材に取り付けられた雄ねじ部材と、この雄ねじ部材に螺合されたナットと、他方の部材に設けられ、雄ねじ部材を受けるための雄ねじ部材受け部とを含んで構成されたものであり、この雄ねじ部材受け部を、支柱の外径方向に向かって開口している開口部を有するものとし、この開口部から挿入されることにより雄ねじ部材受け部で受けられている雄ねじ部材に対しナットを回転させ、このナットを雄ねじ部材受け部における支柱の円周方向の端面に当接させることにより、締結手段の締結力により、上記少なくとも2個の挟着部材が支柱の外周面を挟着するようにしてもよい。   Also, the fastening means may be of an arbitrary structure, and the fastening means of an example thereof is one of two members adjacent to each other in the circumferential direction of the support when the joint is wound around the entire periphery of the support. A male screw member attached to one member, a nut screwed into the male screw member, and a male screw member receiving portion provided on the other member for receiving the male screw member. The male screw member receiving portion has an opening opening toward the outer diameter direction of the support column, and the nut is inserted into the male screw member receiving portion by being inserted from the opening. And the nut is brought into contact with the circumferential end surface of the column in the male screw member receiving portion, so that the at least two clamping members clamp the outer circumferential surface of the column with the fastening force of the fastening means. Yo It may be.

これによると、雄ねじ部材受け部は、支柱の外径方向に向かって開口している開口部を有するものであるため、締結手段の締結力により継手具を支柱の全周に巻回して、少なくとも2個の挟着部材により支柱の外周面を挟着させる際に、雄ねじ部材を雄ねじ部材受け部により受けさせる作業を、雄ねじ部材を支柱の外径方向から上記開口部に挿入することにより容易に行えることになる。   According to this, since the male screw member receiving portion has an opening portion that opens toward the outer diameter direction of the support column, the coupling tool is wound around the entire periphery of the support column by the fastening force of the fastening means, and at least When the outer peripheral surface of the column is clamped by the two clamping members, the operation of receiving the male screw member by the male screw member receiving portion can be easily performed by inserting the male screw member into the opening from the outer diameter direction of the column. It will be possible.

なお、本発明において、締結具の締結力による前記少なくとも2個の挟着部材の締結方向は、支柱の外周面の円周方向でもよく、支柱の外周面の接線方向でもよい。   In the present invention, the fastening direction of the at least two clamping members by the fastening force of the fastener may be the circumferential direction of the outer peripheral surface of the support column or the tangential direction of the outer peripheral surface of the support column.

また、本発明に係る継手具は、前記少なくとも2個の挟着部材が、支柱の長さ方向が厚さ方向となっている厚板状のものとなっていてもよく、あるいは、前記連結部材が上下に挿入される前記挿入部が、支柱側に向かって開口していて、支柱の長さ方向に延びる長さを有しているコ字状のポケット部材によって形成されているものでもよい。   In the coupling device according to the present invention, the at least two sandwiching members may be in the form of a thick plate whose length direction is a thickness direction, or the connecting member. The insertion portion that is inserted vertically may be formed by a U-shaped pocket member that opens toward the support column and has a length extending in the length direction of the support column.

さらに、前記連結部材は、クサビ部材でもよく、フック部材でもよい。   Further, the connecting member may be a wedge member or a hook member.

また、本発明に係る継手具が外周面に取り付けられる支柱は、任意の仮設構造物を構築するために用いられるものでよく、この仮設構造物は、建築や土木の作業現場で構築される仮設足場でもよく、例えば、建築中の建物の周囲をシートや防音パネルで囲むために、これらのシートや防音パネルを配置するための仮設構造物でもよく、また、支保工でもよい。   Moreover, the support | pillar with which the coupling tool which concerns on this invention is attached to an outer peripheral surface may be used in order to construct | assemble arbitrary temporary structures, and this temporary structure is a temporary structure constructed | assembled in the construction or construction work site. For example, a scaffold may be a temporary structure for arranging these sheets and soundproof panels to surround a building under construction with sheets and soundproof panels, or a support structure.

また、本発明に係る継手具が外周面に取り付けられている支柱に前記連結部材を介して連結される仮設構造物の構成要素は、先行手摺り等の水平材でもよく、ブラケットでもよい。すなわち、本発明に係る継手具は、先行手摺り等の水平材やブラケット等の任意の仮設構造物の構成要素を支柱に連結部材を介して連結するために用いることができる。   Further, the component of the temporary structure to which the coupling tool according to the present invention is connected to the support column attached to the outer peripheral surface via the connecting member may be a horizontal member such as a leading handrail or a bracket. That is, the coupling tool according to the present invention can be used for connecting a component of an arbitrary temporary structure such as a horizontal member such as a handrail or a bracket to a support via a connecting member.

本発明によると、支柱の長さ方向の任意位置及び支柱の円周方向の任意角度位置において、支柱に仮設構造物の構成要素を連結部材を介して連結することができるようになるという効果を得られる。   According to the present invention, it is possible to connect the components of the temporary structure to the support via the connecting member at an arbitrary position in the length direction of the support and an arbitrary angular position in the circumferential direction of the support. can get.

図1は、本発明の一実施形態に係る着脱型の継手具と固定型の継手具とが外周面に取り付けられている支柱を示す斜視図である。FIG. 1 is a perspective view showing a support column in which a detachable joint tool and a fixed joint tool according to an embodiment of the present invention are attached to an outer peripheral surface. 図2は、着脱型の継手具の部分を示す図1の一部拡大図である。FIG. 2 is a partially enlarged view of FIG. 1 showing a part of the detachable joint tool. 図3は、着脱型の継手具を示す斜視図である。FIG. 3 is a perspective view showing a detachable fitting. 図4は、締結手段の締結を解除したときを示す着脱型の継手具の斜視図である。FIG. 4 is a perspective view of the detachable joint tool when the fastening of the fastening means is released. 図5は、着脱型の継手具を支柱の全周に巻回させたときを示す平面図である。FIG. 5 is a plan view showing the detachable fitting when it is wound around the entire circumference of the column. 図6は、着脱型の継手具を用いて、隣接する支柱同士の間に水平材を架け渡したときを示す斜視図である。FIG. 6 is a perspective view showing a state in which a horizontal member is bridged between adjacent struts using a detachable joint tool. 図7は、図6の一部拡大の正面図である。FIG. 7 is a partially enlarged front view of FIG. 図8は、着脱型の継手具にブラケットを連結したときを示す斜視図である。FIG. 8 is a perspective view showing a state where the bracket is connected to the detachable joint tool. 図9は、着脱型の継手具に、図8のブラケットとは別のブラケットを連結したときを示す斜視図である。FIG. 9 is a perspective view showing a case where a bracket different from the bracket of FIG. 8 is connected to the detachable joint tool. 図10は、着脱型の継手具が設けられた複数の支柱を、円弧状の外面を有する作業対象物となっている建築物の周囲に配置した場合を示す模式的平面図である。FIG. 10 is a schematic plan view showing a case where a plurality of columns provided with a detachable coupling tool are arranged around a building that is a work object having an arcuate outer surface.

以下に本発明を実施するための形態を図面に基づいて説明する。図1には、建築や土木の作業現場で構築される仮設足場等の仮設構造物を構築するために、下端がジャッキベースで支持される支柱1が示されており、図2は、図1の一部拡大図である。建地パイプであるこの支柱1の上端には、連結パイプ2が取り付けられており、この連結パイプ2の外周に継ぎ足し用支柱の下部が嵌合されることにより、上下寸法が大きい仮設構造物が構築される。水平断面が円形となっている支柱1の外周面には、厚板材により形成された複数のフランジ部材3が支柱1の長さ方向(上下方向)に等間隔で取り付けられ、これらのフランジ部材3には、支柱1とにより挿入孔4を形成するための凹部5が形成されており、挿入部である凹部5に、仮設構造物の構成要素である水平材等の端部に設けられたクサビ部材やフック部材等の連結部材が上下に挿入され、これにより、支柱1に、仮設構造物の構成要素が連結部材を介して連結される。このため、フランジ部材3は、支柱1に仮設構造物の構成要素を連結部材を介して連結するための継手具となっている。   EMBODIMENT OF THE INVENTION Below, the form for implementing this invention is demonstrated based on drawing. FIG. 1 shows a support column 1 whose lower end is supported by a jack base in order to construct a temporary structure such as a temporary scaffold constructed at a construction or civil engineering work site. FIG. A connecting pipe 2 is attached to the upper end of the support column 1 that is a building pipe, and the lower part of the additional support column is fitted to the outer periphery of the connection pipe 2 so that a temporary structure having a large vertical dimension is obtained. Built. A plurality of flange members 3 formed of a thick plate material are attached to the outer peripheral surface of the support column 1 having a circular horizontal cross section at equal intervals in the length direction (vertical direction) of the support column 1. A recess 5 for forming an insertion hole 4 is formed by the support 1 and the wedge 5 provided at the end of a horizontal member or the like, which is a component of the temporary structure, is formed in the recess 5 as the insertion part. A connecting member such as a member or a hook member is inserted vertically, whereby the constituent elements of the temporary structure are connected to the support column 1 via the connecting member. For this reason, the flange member 3 is a joint tool for connecting the constituent elements of the temporary structure to the support column 1 via the connecting member.

図2に示されているように、それぞれのフランジ部材3には、支柱1の円周方向に4個の凹部5が90度間隔で設けられており、したがって、凹部5による上記挿入部は、支柱1の円周方向に等角度間隔で4個設けられ、それぞれのフランジ部材3の4個の凹部5による挿入部は、支柱1の円周方向の同じ箇所に設けられている。また、それぞれのフランジ部材3は支柱1の溶接で固定されており、このため、これらのフランジ部材3は、支柱1に設けられた固定型の継手具となっている。   As shown in FIG. 2, each flange member 3 is provided with four concave portions 5 at intervals of 90 degrees in the circumferential direction of the support column 1. Four inserts are provided at equal angular intervals in the circumferential direction of the support column 1, and the insertion portions by the four recesses 5 of each flange member 3 are provided at the same position in the circumferential direction of the support column 1. In addition, each flange member 3 is fixed by welding of the support column 1, and for this reason, these flange members 3 are fixed joints provided on the support column 1.

図1及び図2には、本発明の一実施形態に係る着脱型の継手具10が支柱1の外周面に取り付けられている状態も示されている。固定型の継手具となっているフランジ部材3から外れた箇所で支柱1に取り付けられているこの着脱型の継手具10は、図3及び図4に示されているように、2個の挟着部材11,12と、これらの挟着部材11と12の間に介設された中間部材13と、2個の挟着部材11,12を締結するための締結力を生じさせる締結手段14とを有するものとなっており、中間部材13とそれぞれの挟着部材11,12は、軸方向が支柱1の長さ方向と平行になっている軸部材15を中心に回動自在に連結されている。   1 and 2 also show a state in which a detachable fitting 10 according to one embodiment of the present invention is attached to the outer peripheral surface of the support column 1. As shown in FIGS. 3 and 4, this detachable joint tool 10 attached to the support column 1 at a position disengaged from the flange member 3 which is a fixed joint tool has two pinching parts. Fastening members 11, 12, an intermediate member 13 interposed between the sandwiching members 11, 12, and fastening means 14 for generating a fastening force for fastening the two sandwiching members 11, 12; The intermediate member 13 and each of the sandwiching members 11 and 12 are coupled so as to be rotatable around a shaft member 15 whose axial direction is parallel to the length direction of the support column 1. Yes.

本実施形態の軸部材15はボルト16Aの軸部であり、このボルト16Aの軸部の先端にナット16Bが螺合されている。また、本実施形態の挟着部材11,12は、支柱1の長さ方向が厚さ方向となっている厚板状のものであり、中間部材13は板材の折り曲げ品であって、鉛直断面が、開口部13Dが支柱1側に向いたコ字状のものとなっている。このため、中間部材13は、上下一対のフランジ部13A,13Bと、これらのフランジ部13A,13Bにおける支柱1側とは反対側の後端同士を連結しているベース部13Cとからなる。   The shaft member 15 of this embodiment is a shaft portion of a bolt 16A, and a nut 16B is screwed to the tip of the shaft portion of the bolt 16A. Further, the sandwiching members 11 and 12 of the present embodiment are of a thick plate shape in which the length direction of the support column 1 is the thickness direction, and the intermediate member 13 is a bent product of a plate material, and has a vertical section. However, the opening 13D has a U-shape that faces the support 1 side. Therefore, the intermediate member 13 includes a pair of upper and lower flange portions 13A and 13B and a base portion 13C that connects the rear ends of the flange portions 13A and 13B opposite to the support column 1 side.

なお、挟着部材11,12は、厚板材を打ち抜き加工することにより形成してもよく、あるいは、鋳造により挟着部材11,12を厚板状のものとして形成してもよい。   The sandwiching members 11 and 12 may be formed by stamping a thick plate material, or the sandwiching members 11 and 12 may be formed as a thick plate by casting.

それぞれの挟着部材11,12における中間部材13側の端部は、中間部材13の上下一対のフランジ部13A,13Bの間に挿入され、この状態において、中間部材13とそれぞれの挟着部材11,12は、ボルト16Aの軸部による軸部材15を中心に水平方向に回動自在に連結されている。   The end portions on the intermediate member 13 side of the respective sandwiching members 11 and 12 are inserted between a pair of upper and lower flange portions 13A and 13B of the intermediate member 13, and in this state, the intermediate member 13 and the respective sandwiching members 11 are inserted. , 12 are coupled so as to be rotatable in a horizontal direction around a shaft member 15 formed by a shaft portion of the bolt 16A.

図5には、着脱型の継手具10を支柱1の全周に巻回させたときにおけるこの継手具10の平面図が示されている。この図5に示されているように、それぞれの挟着部材11,12における支柱1側の内側面11A,12Aは、水平断面が円形となっている支柱1の外周面と対応する曲率の円弧状となっており、また、中間部材13における支柱1側の内側面、すなわち、前記上下一対のフランジ部13A,13Bにおける支柱1側の内側面13E,13F(図3を参照)も、支柱1の外周面と対応する曲率の円弧状となっている。このため、継手具10を支柱1の全周に巻回させたときには、挟着部材11,12の内側面11A,12Aと、中間部材13を構成している上下一対のフランジ部13A,13Bの内側面13E,13Fとが、支柱1の円周方向に連続するようになっている。   FIG. 5 shows a plan view of the coupling tool 10 when the detachable coupling tool 10 is wound around the entire circumference of the support column 1. As shown in FIG. 5, the inner side surfaces 11A and 12A on the support column 1 side of the sandwiching members 11 and 12 are circles of curvature corresponding to the outer peripheral surface of the support column 1 having a circular horizontal section. Also, the inner side surface of the intermediate member 13 on the column 1 side, that is, the inner surfaces 13E and 13F (see FIG. 3) on the column 1 side of the pair of upper and lower flange portions 13A and 13B (see FIG. 3) It has an arc shape with a curvature corresponding to the outer peripheral surface. For this reason, when the coupling tool 10 is wound around the entire circumference of the support column 1, the inner side surfaces 11 </ b> A and 12 </ b> A of the sandwiching members 11 and 12 and the pair of upper and lower flange portions 13 </ b> A and 13 </ b> B constituting the intermediate member 13. The inner side surfaces 13E and 13F are continuous in the circumferential direction of the support column 1.

また、それぞれの挟着部材11,12の内側面11A,12Aには、支柱1側に向かって開口していて、支柱1側とは反対側に窪んだ凹部17が形成されている。そして、継手具10を支柱1の全周に巻回させたときには、支柱1の外径方向への深さを有するこれらの凹部17が、支柱1を挟んで互いに反対側に位置するようになっている。また、継手具10を支柱1の全周に巻回させたときには、これらの凹部17の開口箇所は支柱1の外周面により閉塞されるため、継手具10には、支柱1の円周方向に180度離間した2個の挿入孔18が、支柱1と凹部17とにより形成されるようになっている。   In addition, in the inner side surfaces 11A and 12A of the sandwiching members 11 and 12, a recess 17 is formed that opens toward the support column 1 and is recessed on the opposite side to the support column 1 side. When the joint tool 10 is wound around the entire circumference of the support column 1, these recesses 17 having a depth in the outer diameter direction of the support column 1 are positioned on opposite sides of the support column 1. ing. Further, when the coupling tool 10 is wound around the entire circumference of the support column 1, the opening portions of the recesses 17 are blocked by the outer peripheral surface of the support column 1, so that the coupling tool 10 has a circumferential direction of the support column 1. Two insertion holes 18 separated by 180 degrees are formed by the support column 1 and the recess 17.

継手具10を構成している2個の挟着部材11,12は、図5から分かるように、支柱1の円周方向に互いに隣接する2個の部材となっており、これらの挟着部材11,12は、継手具10を支柱1の全周に巻回させたときに、前述した締結手段14の締結力によって締結することができるようになっている。この締結手段14は、図3及び図4からも分かるように、支柱1の円周方向に互いに隣接する2個の部材となっている挟着部材11,12のうち、一方の挟着部材11における中間部材13側とは反対側の端部に取り付けられた雄ねじ部材20と、この雄ねじ部材20に螺合されたナット21と、他方の挟着部材12における中間部材13側とは反対側の端部に設けられた雄ねじ部材受け部22とを含むものとなっており、本実施形態の雄ねじ部材受け部22は、挟着部材12とは別の部材を溶接等で挟着部材12に結合することにより、挟着部材12に設けられたものとなっている。   As can be seen from FIG. 5, the two sandwiching members 11 and 12 constituting the joint tool 10 are two members adjacent to each other in the circumferential direction of the support column 1, and these sandwiching members. 11 and 12 can be fastened by the fastening force of the fastening means 14 described above when the joint tool 10 is wound around the entire circumference of the support column 1. As can be seen from FIGS. 3 and 4, the fastening means 14 is one of the sandwiching members 11 and 12 that are two members adjacent to each other in the circumferential direction of the support column 1. A male screw member 20 attached to the end opposite to the intermediate member 13 side, a nut 21 screwed into the male screw member 20, and a side opposite to the intermediate member 13 side of the other clamping member 12 The male screw member receiving portion 22 provided at the end includes the male screw member receiving portion 22, and the male screw member receiving portion 22 of the present embodiment is coupled to the sandwiching member 12 by welding or the like with a member other than the sandwiching member 12. As a result, the pinching member 12 is provided.

そして、雄ねじ部材20の挟着部材11への取り付けは、雄ねじ部材20が、この雄ねじ部材20の一方の端部を中心に水平方向に回動自在となるように行われており、このような取り付けを行うために、雄ねじ部材20の一方の端部に形成された孔に、軸方向が支柱1の長さ方向と平行になっている回動中心軸23が挿入され、この回動中心軸23は挟着部材11に形成された孔にも挿入されている。なお、本実施形態に係る回動中心軸23はボルト24Aの軸部であり、このボルト24Aの軸部の先端にナット24B(図3及び図4を参照)が螺合されている。   The male screw member 20 is attached to the sandwiching member 11 such that the male screw member 20 is rotatable in the horizontal direction around one end of the male screw member 20. In order to perform the attachment, a rotation center shaft 23 whose axial direction is parallel to the length direction of the support column 1 is inserted into a hole formed in one end of the male screw member 20. 23 is also inserted into a hole formed in the sandwiching member 11. The rotation center shaft 23 according to the present embodiment is a shaft portion of a bolt 24A, and a nut 24B (see FIGS. 3 and 4) is screwed to the tip of the shaft portion of the bolt 24A.

また、挟着部材12に設けられている前述の雄ねじ部材受け部22は、図3及び図4に示されているように、逆L字状となっているため、挟着部材12との間で支柱1の外径方向に向かって開口している開口部22Aを有するものとなっている。   Further, since the male screw member receiving portion 22 provided on the sandwiching member 12 has an inverted L shape as shown in FIGS. 3 and 4, Thus, it has an opening 22A that opens toward the outer diameter direction of the column 1.

本実施形態に係る着脱型の継手具10を支柱1に取り付けるときには、はじめに図4に示されているように、2個の挟着部材11,12を軸部材15を中心として中間部材13に対し外側へ拡開させ、次いで、支柱1の周囲において、これらの挟着部材11,12を軸部材15を中心として中間部材13に対し内側へ閉じさせ、この後に、挟着部材11に取り付けられている雄ねじ部材20を回動中心軸23を中心に回動させることにより、この雄ねじ部材20を、挟着部材12に設けられている雄ねじ部材受け部22の開口部22Aから挿入することにより、雄ねじ部材受け部22に受けさせる。次いで、雄ねじ部材20に螺合されているナット21を回転させ、このナット21を、図5に示されているように、雄ねじ部材受け部22における支柱1の円周方向の端面に当接させ、この端面にナット21を強く締め付ける。   When attaching the detachable fitting 10 according to the present embodiment to the column 1, first, as shown in FIG. 4, the two clamping members 11, 12 are attached to the intermediate member 13 with the shaft member 15 as the center. Next, the pinching members 11 and 12 are closed inward with respect to the intermediate member 13 around the shaft member 15 around the support column 1, and then attached to the pinching member 11. By rotating the male screw member 20 around the rotation center shaft 23, the male screw member 20 is inserted from the opening 22 </ b> A of the male screw member receiving portion 22 provided in the clamping member 12, thereby The member receiving portion 22 receives it. Next, the nut 21 screwed into the male screw member 20 is rotated, and the nut 21 is brought into contact with the circumferential end surface of the column 1 in the male screw member receiving portion 22 as shown in FIG. Then, the nut 21 is firmly tightened to this end face.

これにより、雄ねじ部材20やナット21、雄ねじ部材受け部22等により構成されている締結手段14には、2個の挟着部材11,12同士を締結するための締結力が生じ、これらの挟着部材11,12と中間部材13の内側面11A,12A,13E,13Fは、支柱1の外周面に強く当接してこの外周面を挟着することになり、着脱型の継手具10は支柱1の外周面に取り付けられる。また、ナット21を逆回転させて緩めると、雄ねじ部材20を雄ねじ部材受け部22の開口部22Aから脱出させることができるため、着脱型の継手具10を支柱1の外周面から取り外すことができる。   As a result, the fastening means 14 constituted by the male screw member 20, the nut 21, the male screw member receiving portion 22 and the like generates a fastening force for fastening the two clamping members 11 and 12 to each other. The inner surfaces 11A, 12A, 13E, and 13F of the attachment members 11 and 12 and the intermediate member 13 are in strong contact with the outer peripheral surface of the support column 1 so that the outer peripheral surface is clamped. 1 is attached to the outer peripheral surface. Further, when the nut 21 is reversely rotated and loosened, the male screw member 20 can be escaped from the opening 22A of the male screw member receiving portion 22, and therefore the detachable fitting 10 can be removed from the outer peripheral surface of the support column 1. .

したがって、継手具10は、支柱1の外周面に対し取り付け、取り外し可能となっているため、継手具10の取付位置は、図2のAで示す支柱1の長さ方向(上下方向)において任意に選択でき、このため、支柱1の長さ方向の任意位置に継手具10を取り付けることができる。また、継手具10は、図2のBで示す支柱1の円周方向に回転させることができるため、継手具10を支柱1の円周方向の任意角度位置にも取り付けことができる。   Therefore, since the coupling tool 10 can be attached to and detached from the outer peripheral surface of the support column 1, the attachment position of the coupling tool 10 is arbitrary in the length direction (vertical direction) of the support column 1 indicated by A in FIG. Therefore, the coupling tool 10 can be attached to an arbitrary position in the length direction of the support column 1. Moreover, since the coupling tool 10 can be rotated in the circumferential direction of the support column 1 shown by B in FIG. 2, the coupling tool 10 can be attached to an arbitrary angular position in the circumferential direction of the support column 1.

そして、以上のように継手具10を支柱1の外周面に取り付けたときには、2個の挟着部材11,12に各1個設けられている凹部17は、図5に示されているように、支柱1の円周方向に180度離間した位置に配置されることになるため、これらの凹部17と支柱1の外周面とによって形成される前述の挿入孔18は、支柱1を挟んで互いに反対側となっている継手具10の2箇所に形成されることになる。   And when the coupling tool 10 is attached to the outer peripheral surface of the support | pillar 1 as mentioned above, the recessed part 17 provided in each of the two clamping members 11 and 12 is as FIG. 5 shows. Since the column 1 is disposed at a position 180 degrees apart in the circumferential direction of the column 1, the insertion holes 18 formed by the recesses 17 and the outer peripheral surface of the column 1 are mutually spaced across the column 1. It will be formed at two locations on the opposite side of the fitting 10.

図6は、このような凹部17を利用して、複数の支柱1のそれぞれに設けられている継手具10に仮設構造物の構成要素を連結した場合を示しており、図7は、図6の一部拡大の正面図である。図6及び図7で示されている仮設構造物の構成要素は、支柱1同士の間に架け渡される先行手摺りや繋ぎ材等の水平材30であり、この水平材30の長さ方向の両端部には、端部部材31が結合されている。これらの端部部材31には、継手具10の挟着部材11,12を挿入することができる水平の溝部31Aが形成されているとともに、この溝部31Aの上下には、支柱1と対面する対面部31B,31Cが設けられている。それぞれの端部部材31には、支柱1と水平材30とを連結するための連結部材となっているクサビ部材32を上下に挿通させるための孔部31Dが溝部31Aに跨って形成されており、端部部材31を上下に貫通しているこの孔部31Dの支柱1側の端部は、対面部31B,31Cにより閉塞された閉塞部となっている。   FIG. 6 shows a case where the components of the temporary structure are connected to the joint tool 10 provided in each of the plurality of columns 1 by using such a recess 17, and FIG. FIG. The components of the temporary structure shown in FIG. 6 and FIG. 7 are horizontal members 30 such as handrails and connecting members that are bridged between the columns 1, and both ends of the horizontal members 30 in the length direction. An end member 31 is coupled to the portion. These end members 31 are formed with horizontal groove portions 31A into which the sandwiching members 11 and 12 of the coupling tool 10 can be inserted, and the upper and lower surfaces of the groove portions 31A are opposed to the support columns 1. Portions 31B and 31C are provided. Each end member 31 is formed with a hole portion 31D extending vertically through a wedge member 32 that is a connecting member for connecting the support column 1 and the horizontal member 30 across the groove portion 31A. The end portion on the support column 1 side of the hole portion 31D that vertically penetrates the end member 31 is a closed portion closed by the facing portions 31B and 31C.

それぞれの端部部材31の溝部31Aに継手具10の挟着部材11,12を挿入した後に、孔部31Dと、図5で示した継手具10の凹部17とにクサビ部材32を上から挿入し、このクサビ部材32を上から打圧することにより、クサビ部材32における支柱1側の前面が、孔部31Dの支柱1側の上記閉塞部に当接するとともに、クサビ部材32における支柱1側とは反対側の後面が、継手具10の凹部17における支柱1側とは反対側の端部に当接することにより、水平材30の両端部は、クサビ部材32のクサビ作用によって2本の支柱1に結合され、これにより、水平材30は、この水平材30を支柱1に連結するための連結部材となっているクサビ部材32及び支柱1の外周面に取り付けられている継手具10により、支柱1同士の間に架け渡される。   After inserting the clamping members 11 and 12 of the fitting 10 into the groove 31A of each end member 31, the wedge member 32 is inserted into the hole 31D and the recess 17 of the fitting 10 shown in FIG. By pressing the wedge member 32 from above, the front surface of the wedge member 32 on the column 1 side comes into contact with the closed portion of the hole 31D on the column 1 side, and the wedge member 32 is defined as the column 1 side. The opposite rear surface is in contact with the end of the recess 17 of the joint 10 opposite to the side of the column 1, so that both ends of the horizontal member 30 are made into two columns 1 by the wedge action of the wedge member 32. As a result, the horizontal member 30 is connected to the column 1 by the wedge member 32 serving as a connecting member for connecting the horizontal member 30 to the column 1 and the joint 10 attached to the outer peripheral surface of the column 1. same Bridged between.

支柱1に配置されているそれぞれの継手具10は、前述したように支柱1の長さ方向の任意位置に取り付け可能であるため、水平材30を配置する支柱1における高さ位置は任意に設定することができる。   Since each coupling tool 10 disposed on the support column 1 can be attached to an arbitrary position in the length direction of the support column 1 as described above, the height position of the support column 1 on which the horizontal member 30 is disposed is arbitrarily set. can do.

そして、継手具10の挟着部材11,12に形成されている凹部17は、水平材30を支柱1に連結するための連結部材となっているクサビ部材32を上下に挿入するための挿入部となっている。   And the recessed part 17 currently formed in the clamping members 11 and 12 of the coupling tool 10 is the insertion part for inserting the wedge member 32 used as the connection member for connecting the horizontal member 30 to the support | pillar 1 up and down. It has become.

図8には、支柱1の外周面に取り付けられた継手具10により、仮設構造物の構成要素となっているブラケット40を支柱1に結合した場合を示している。このブラケット40は、例えば、作業者が乗って歩くための作業布板を支持するためのものであって、水平材41と、この水平材41に上端が結合され、水平材41から支柱1側へ下り傾斜で延びている斜め材42と、この斜め材42の下端に、支柱1の外周面に当接させるために設けられた当接部材43と、水平材41と斜め材42の間に上下に架け渡された架け渡し材44とからなる。水平材41の長さ方向の両端部には、図6及び図7で説明した端部部材31が結合されており、これらの端部部材31のうち、一方の端部部材31がクサビ部材32により支柱1の継手具10に結合されることにより、水平材41の一方の端部が支柱1に連結される。   FIG. 8 shows a case where the bracket 40 that is a constituent element of the temporary structure is coupled to the column 1 by the joint tool 10 attached to the outer peripheral surface of the column 1. The bracket 40 is, for example, for supporting a work cloth board on which an operator rides and walks. The bracket 40 has a horizontal member 41 and an upper end coupled to the horizontal member 41, and the horizontal member 41 is connected to the column 1 side. A slanting member 42 extending downward and downward, a lower end of the slanting member 42, a contact member 43 provided to abut the outer peripheral surface of the support column 1, and between the horizontal member 41 and the slanting member 42. It consists of the bridging material 44 laid over up and down. The end members 31 described with reference to FIGS. 6 and 7 are coupled to both ends of the horizontal member 41 in the length direction. Among these end members 31, one end member 31 is a wedge member 32. By being coupled to the coupling tool 10 of the column 1, one end of the horizontal member 41 is coupled to the column 1.

水平材41の他方の端部は、この端部に設けられた端部部材31が、図示しない別の支柱に取り付けられている継手具にクサビ部材32で結合されることにより、この別の支柱に連結され、水平材41に、例えば、上述の作業布板に設けられているフック部材が上から係止される。   The other end of the horizontal member 41 is connected to a joint member attached to another support (not shown) by a wedge member 32 so that the end member 31 provided on this end is connected to the other support. For example, a hook member provided on the above-described work cloth board is locked to the horizontal member 41 from above.

図9も、支柱1の外周面に取り付けられた継手具10により、仮設構造物の構成要素となっているブラケット50を支柱1に結合した場合を示している。このブラケット50は跳ね出しブラケットであり、この跳ね出しブラケット50も、水平材51と、この水平材51に上端が結合され、水平材51から支柱1側へ下り傾斜で延びている斜め材52と、この斜め材52の下端に、支柱1の外周面に当接させるために設けられた当接部材53と、水平材51と斜め材52の間に上下に架け渡された架け渡し材54とからなる。水平材51の長さ方向の一方の端部には、図6及び図7で説明した端部部材31が結合され、この端部部材31がクサビ部材32により支柱1の継手具10に結合されることにより、水平材51の一方の端部が支柱1に連結される。   FIG. 9 also shows a case where the bracket 50 that is a constituent element of the temporary structure is coupled to the column 1 by the joint tool 10 attached to the outer peripheral surface of the column 1. The bracket 50 is a jumping bracket. The jumping bracket 50 is also composed of a horizontal member 51 and an oblique member 52 having an upper end coupled to the horizontal member 51 and extending downwardly from the horizontal member 51 to the support column 1 side. The contact member 53 provided to contact the outer peripheral surface of the support column 1 at the lower end of the slant member 52, and the bridging member 54 stretched up and down between the horizontal member 51 and the slant member 52, Consists of. The end member 31 described with reference to FIGS. 6 and 7 is coupled to one end of the horizontal member 51 in the length direction, and the end member 31 is coupled to the coupling tool 10 of the column 1 by the wedge member 32. As a result, one end of the horizontal member 51 is connected to the column 1.

水平材41の他方の端部には、保持部材55を介して短寸法の上下長さを有する連結部材56が取り付けられ、この連結部材56の外周にパイプ材等からなる跳ね出し支柱の下端部が嵌合され、これにより、支柱1に、跳ね出しブラケット50を介して跳ね出し支柱が連結される。   A connecting member 56 having a short vertical length is attached to the other end portion of the horizontal member 41 via a holding member 55, and a lower end portion of a protruding post made of a pipe material or the like on the outer periphery of the connecting member 56 Thus, the jumping column is connected to the column 1 via the jumping bracket 50.

支柱1の外周面に取り付けられる継手具10は、前述したように支柱1の長さ方向の任意位置に取り付けることができるため、図7のブラケット40及び図8のブラケット50を、任意の高さ位置において、支柱1に連結することができる。   Since the coupling tool 10 attached to the outer peripheral surface of the support column 1 can be attached to an arbitrary position in the length direction of the support column 1 as described above, the bracket 40 of FIG. 7 and the bracket 50 of FIG. In position, it can be connected to the column 1.

図10は、外面が円弧状に湾曲している作業対象物となっている建築物60の周囲に、この周囲をシートや防音パネルで囲むための仮設構造物を構築した場合を示した図であって、支柱1及び着脱型の継手具10等を簡略化して示した模式的平面図である。支柱1には、建築物60に近い箇所に配置された支柱1A〜1Fと、建築物60から遠い箇所に配置された支柱1G〜1Lとがあり、これらの支柱1A〜1Lのうち、建築物60の円周方向に互いに隣接しているそれぞれ2本の支柱1Aと1B、1Cと1D、1Eと1F、1Gと1H、1Iと1Jと、1Kと1Jは、これらの支柱1A〜1Jに設けられている継手具であって、図1及び図2で示した固定型の継手具となっているブラケット部材3が用いられて、水平材61により連結されている。また、建築物60の内外方向に互いに隣接しているそれぞれ2本の支柱1Aと1G、1Bと1H、1Cと1I、1Dと1J、1Eと1Kと、1Fと1Lも、これらの支柱1A〜1Jに設けられているフランジ部材3が用いられて、水平材62により連結されている。   FIG. 10 is a diagram showing a case where a temporary structure is constructed around a building 60 that is a work object whose outer surface is curved in an arc shape to surround the periphery with a sheet or a soundproof panel. FIG. 2 is a schematic plan view showing the support 1 and the detachable joint tool 10 in a simplified manner. The pillar 1 includes pillars 1A to 1F arranged at locations close to the building 60, and pillars 1G to 1L arranged at locations far from the building 60. Of these pillars 1A to 1L, the building 60 pillars 1A and 1B, 1C and 1D, 1E and 1F, 1G and 1H, 1I and 1J, 1K and 1J, which are adjacent to each other in the circumferential direction, are provided on these pillars 1A to 1J. The bracket member 3 that is a fixed type fitting shown in FIGS. 1 and 2 is used and connected by a horizontal member 61. Also, two struts 1A and 1G, 1B and 1H, 1C and 1I, 1D and 1J, 1E and 1K, 1F and 1L, which are adjacent to each other in the inner and outer directions of the building 60, are also supported by these struts 1A to 1L The flange member 3 provided in 1J is used and connected by a horizontal member 62.

これに対して建築物60の円周方向に互いに隣接しているそれぞれ2本の柱1Hと1I、1Jと1Kは、フランジ部材3から高さ位置をずらせてこれらの支柱1H,1I,1J,1Kに取り付けられている本実施形態に係る着脱型の継手具10が用いられて、水平材63により連結されている。   On the other hand, the two pillars 1H and 1I, 1J and 1K, which are adjacent to each other in the circumferential direction of the building 60, are shifted in height from the flange member 3, and these columns 1H, 1I, 1J, The detachable fitting 10 according to the present embodiment attached to 1K is used and connected by a horizontal member 63.

これらの着脱型の継手具10は、前述したように支柱1の円周方向の任意角度位置に取り付け可能となっているため、これらの継手具10に端部が連結される水平材63が、上述の支柱1H,1I,1J,1Kにフランジ部材3を介して連結される水平材61に対し、建築物60の外面の湾曲形状と対応する角度をなして配置されるものとなっていても、この水平材63の長さ寸法を水平材61の長さ寸法Lと同じLにすることができ、これを言い換えると、水平材63を水平材61と同じものにして仮設構造物を構築することができる。   Since these detachable fittings 10 can be attached at arbitrary angular positions in the circumferential direction of the support column 1 as described above, horizontal members 63 whose ends are connected to these fittings 10 are provided as follows: Even if it is arranged at an angle corresponding to the curved shape of the outer surface of the building 60 with respect to the horizontal member 61 connected to the above-mentioned support columns 1H, 1I, 1J, 1K via the flange member 3. The length dimension of the horizontal member 63 can be the same as the length dimension L of the horizontal member 61. In other words, the horizontal member 63 is the same as the horizontal member 61 to construct a temporary structure. be able to.

このため、本実施形態の着脱型の継手具10によると、建築物60の周囲を囲むために左右方向の幅寸法が一定となっているそれぞれ複数の上記シートや防音パネルを取り付けるために用いるそれぞれの水平材を、長さ寸法が同じLとなっているものとすることができ、これにより、これらのシートや防音パネルを配置するための上記仮設構造物の構造を簡単化することがきる。   For this reason, according to the detachable joint tool 10 of the present embodiment, each of the plurality of seats and the soundproof panel, each of which has a constant width dimension in the left-right direction to surround the building 60, are used. The horizontal member can be made to have the same length L, whereby the structure of the temporary structure for arranging these sheets and the soundproof panel can be simplified.

すなわち、本実施形態の着脱型の継手具10を用いずに、図1及び図2で示した固定型の継手具となっているフランジ部材3だけを用いて、左右方向の幅寸法が一定となっているそれぞれ複数のシートや防音パネルを配置するための仮設構造物を建築物60の周囲に構築しようとすると、フランジ部材3にクサビ部材等の連結部材を上下に挿入できるように形成されている挿入部のための凹部5は、支柱1の円周方向に固定された状態で90度間隔により4個設けられているため、建築物60の周囲に複数本を配置した支柱同士を、多数のクランプやパイプ材を介して連結する複雑な構造となってしまうことになる。これに対して支柱1の円周方向の任意角度位置に取り付け可能となっている本実施形態の着脱型の継手具10を用いることにより、これらのシートや防音パネルを配置するための仮設構造物を簡単に構築できることになる。   That is, the width dimension in the left-right direction is constant by using only the flange member 3 which is the fixed joint tool shown in FIGS. 1 and 2 without using the detachable joint tool 10 of the present embodiment. When a temporary structure for arranging a plurality of sheets and soundproof panels is arranged around the building 60, the flange member 3 is formed so that a connecting member such as a wedge member can be inserted vertically. Since the four recessed portions 5 for the insertion portion are provided at 90 degree intervals in a state of being fixed in the circumferential direction of the column 1, a large number of columns arranged around the building 60 are arranged. It will become a complicated structure connected via a clamp and pipe material. On the other hand, by using the detachable joint tool 10 of the present embodiment that can be attached at an arbitrary angular position in the circumferential direction of the column 1, a temporary structure for arranging these sheets and soundproof panels. Can be built easily.

なお、図10において、建築物60の内外方向に互いに隣接しているそれぞれ2本の支柱1Aと1G、1Bと1H、1Cと1I、1Dと1J、1Eと1Kと、1Fと1Lを連結するための水平材62を、図1及び図2の固定型の継手具となっているフランジ部材3に連結される図8のブラケット40とすることもできる。   In FIG. 10, two struts 1A and 1G, 1B and 1H, 1C and 1I, 1D and 1J, 1E and 1K, 1F and 1L, which are adjacent to each other in the inner and outer directions of the building 60, are connected. The horizontal member 62 for this purpose can also be the bracket 40 of FIG. 8 connected to the flange member 3 which is the fixed joint tool of FIGS.

本発明は、建築や土木の作業現場で構築される仮設足場等の仮設構造物のための支柱に、仮設構造物の構成要素である水平材やブラケット等を連結するために利用することができる。   INDUSTRIAL APPLICABILITY The present invention can be used to connect a horizontal member, a bracket, or the like that is a component of a temporary structure to a support for a temporary structure such as a temporary scaffold constructed at a construction site or a construction site of civil engineering. .

1 支柱
3 固定型の継手具
10 着脱型の継手具
11,12 挟着部材
13 中間部材
14 締結手段
15 軸部材
17 挿入部である凹部
18 挿入孔
20 雄ねじ部材
21 ナット
22 雄ねじ部材受け部
30,63 仮設構造物の構成要素である水平材
32 連結部材であるクサビ部材
40,50 仮設構造物の構成要素であるブラケット
DESCRIPTION OF SYMBOLS 1 Support | pillar 3 Fixed joint tool 10 Detachable joint tool 11,12 Clamping member 13 Intermediate member 14 Fastening means 15 Shaft member 17 Recessed part 18 Insertion hole 20 Male screw member 21 Nut 22 Male screw member receiving part 30, 63 Horizontal material as a component of the temporary structure 32 Wedge member as the connecting member 40, 50 Bracket as a component of the temporary structure

Claims (8)

仮設構造物を構成する支柱の外周面に、この支柱に前記仮設構造物の構成要素を連結部材を介して連結するために設けられるものであって、前記連結部材を上下に挿入するための挿入部が形成されている仮設構造物用支柱の継手具において、
前記支柱の外周面に対し取り付け、取り外し可能となっていることを特徴とする仮設構造物用支柱の継手具。
Insertion is made on the outer peripheral surface of the support structure constituting the temporary structure to connect the components of the temporary structure to the support structure via a connection member, and the connection member is inserted vertically. In the fitting for the strut for the temporary structure in which the part is formed,
A fitting for a support for a temporary structure, characterized in that it can be attached to and detached from the outer peripheral surface of the support.
請求項1に記載の仮設構造物用支柱の継手具において、前記支柱の外周面を挟着するための少なくとも2個の挟着部材と、これらの挟着部材を締結するための締結力が生ずる締結手段とを有し、前記支柱の全周に巻回されたときに前記締結手段の締結力により、前記少なくとも2個の挟着部材が前記支柱の外周面を挟着してこの外周面に取り付けられることを特徴とする仮設構造物用支柱の継手具。   2. The fitting for a temporary structure strut according to claim 1, wherein at least two sandwiching members for sandwiching the outer peripheral surface of the strut and a fastening force for fastening these sandwiching members are generated. Fastening means, and when wound around the entire circumference of the column, the fastening force of the fastening unit causes the at least two clamping members to clamp the outer circumferential surface of the column and A fitting for a post for a temporary structure, which is attached. 請求項2に記載の仮設構造物用支柱の継手具において、前記挟着部材の個数は2個であり、これらの挟着部材の間には中間部材が介設され、この中間部材とそれぞれの前記挟着部材は、軸方向が前記支柱の長さ方向と平行になっている軸部材を中心に回動自在に連結されていることを特徴とする仮設構造物用支柱の継手具。   In the fitting for a temporary structure support according to claim 2, the number of the sandwiching members is two, and an intermediate member is interposed between the sandwiching members. The fitting member for a temporary structure strut is characterized in that the sandwiching member is rotatably connected around a shaft member whose axial direction is parallel to the length direction of the strut. 請求項2又は3に記載の仮設構造物用支柱の継手具において、それぞれの前記挟着部材のうち、少なくとも1個の挟着部材に前記挿入部が設けられていることを特徴とする仮設構造物用支柱の継手具。   The temporary structure post according to claim 2 or 3, wherein at least one of the sandwiching members is provided with the insertion portion. Joints for object props. 請求項4に記載の仮設構造物用支柱の継手具において、前記挿入部は、それぞれの前記挟着部材に設けられていることを特徴とする仮設構造物用支柱の継手具。   5. The temporary structure strut fitting according to claim 4, wherein the insertion portion is provided in each of the clamping members. 6. 請求項4又は5に記載の仮設構造物用支柱の継手具において、前記挿入部は、前記支柱とより挿入孔を形成するための凹部であることを特徴とする仮設構造物用支柱の継手具。   6. The temporary structure strut fitting according to claim 4, wherein the insertion portion is a recess for forming an insertion hole from the strut. . 請求項2〜6のいずれかに記載の仮設構造物用支柱の継手具において、前記締結手段は、前記支柱の全周に巻回されたときに互いに前記支柱の円周方向に隣接する2個の部材のうち、一方の部材に取り付けられた雄ねじ部材と、この雄ねじ部材に螺合されたナットと、他方の部材に設けられ、前記雄ねじ部材を受けるための雄ねじ部材受け部とを含んで構成されており、この雄ねじ部材受け部は、前記支柱の外径方向に向かって開口している開口部を有し、この開口部から挿入されることにより前記雄ねじ部材受け部で受けられている前記雄ねじ部材に対し前記ナットを回転させ、このナットを前記雄ねじ部材受け部における前記支柱の円周方向の端面に当接させることにより、前記締結手段の締結力によって前記少なくとも2個の挟着部材が前記支柱の外周面を挟着することを特徴とする仮設構造物用支柱の継手具。   7. The fitting for a strut for a temporary structure according to any one of claims 2 to 6, wherein the fastening means is two adjacent to each other in the circumferential direction of the strut when wound around the entire circumference of the strut. And a male screw member attached to one member, a nut screwed into the male screw member, and a male screw member receiving portion provided on the other member for receiving the male screw member. The male screw member receiving portion has an opening that is open toward the outer diameter direction of the support column, and the male screw member receiving portion is received by the male screw member receiving portion by being inserted from the opening. The nut is rotated with respect to the male screw member, and the nut is brought into contact with a circumferential end surface of the support in the male screw member receiving portion, whereby the at least two clamping members are obtained by a fastening force of the fastening means. Connector of temporary structures for struts, characterized in that clamped the outer peripheral surface of the strut. 請求項2〜7のいずれかに記載の仮設構造物用支柱の継手具において、前記少なくとも2個の挟着部材は、前記支柱の長さ方向が厚さ方向となっている厚板状のものとなっていることを特徴とする仮設構造物用支柱の継手具。
8. The fitting for a temporary structure strut according to claim 2, wherein the at least two sandwiching members are thick plates in which the length direction of the strut is a thickness direction. A fitting for a post for a temporary structure, characterized in that
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WO2020100274A1 (en) * 2018-11-16 2020-05-22 株式会社クリス・コーポレーション Clamp for wedge fastening-type scaffold
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CN114059759A (en) * 2021-11-15 2022-02-18 中建二局第三建筑工程有限公司 Adjustable elevation dish of using little bump technique is buckled a circle dish

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