JP2012001997A - Foldable timbering - Google Patents

Foldable timbering Download PDF

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Publication number
JP2012001997A
JP2012001997A JP2010139099A JP2010139099A JP2012001997A JP 2012001997 A JP2012001997 A JP 2012001997A JP 2010139099 A JP2010139099 A JP 2010139099A JP 2010139099 A JP2010139099 A JP 2010139099A JP 2012001997 A JP2012001997 A JP 2012001997A
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support
folding
horizontal member
horizontal
column
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Yoshihiro Ishikura
善弘 石倉
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Yokogawa Construction Co Ltd
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Yokogawa Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide foldable timbering, whose foldable elevation surface among the elevation surfaces constituting the timbering has a simple structure that is capable of being folded, that facilitates manufacturing and assembling, and also allows a span between support columns to be easily adjusted in a factory when manufactured or at a site so as to easily cope with a bolt hole span of a foundation material.SOLUTION: The foldable timbering comprises a fixing surface and two folding surfaces. The fixing surface has a structure in which a plurality of support columns, fixing horizontal members and diagonal members are provided and the support columns are connected by the diagonal members and the horizontal members, and the folding surface has a structure in which a pair of support columns and a refracting horizontal member are provided and the support columns are connected by the refracting horizontal members without providing the diagonal members. The refracting horizontal member is made up of a pair of dividing horizontal members, and one end of each is rotatably connected to the support column, while two refracting horizontal members are respectively met in the axial direction and rotatably connected, which makes the folding surface foldable.

Description

本願発明は、橋梁の桁を架設する際、一時的に桁をあずけるために使用するなど、重量物の仮受けに用いられる支保工に関するものであり、より詳しくは折り畳むことによって小型化することのできる折り畳み式支保工に関するものである。   The present invention relates to a support work used for temporarily receiving heavy objects, such as temporarily suspending a girder of a bridge, and more specifically, it can be miniaturized by folding. It relates to a folding support that can be made.

支保工は部品として現場に搬入され、現場で組み立てて完成させることが多く、高所での危険な作業が必要であった。そのため、あらかじめ工場で完成(あるいはほぼ完成)した状態で現場まで搬送することができれば、現場での高所作業を少なくし、事故を減らし安全性を高めることになる。一方で、組み立てた状態の支保工は、支柱、水平材や斜材を主とする骨組み構造であって、内部はほとんど空間となっており、組立て状態の支保工を搬送、あるいは不使用時に収納・管理する場合、内部空間を含めた支保工の収容空間を必要とするため、効率的に搬送または収納することができなかった。   Support works were often carried to the site as parts and assembled and completed at the site, which required dangerous work at high places. Therefore, if it can be transported to the site in a state that has been completed (or almost completed) at the factory in advance, it will reduce work at high places on the site, reduce accidents, and increase safety. On the other hand, the support structure in the assembled state is a framework structure mainly composed of columns, horizontal materials and diagonal materials, and the inside is almost space, and the support structure in the assembled state is transported or stored when not in use. -When managing, it requires a storage space for the support work including the internal space, so it could not be transported or stored efficiently.

そこで例えば特許文献1のように、搬送時や収納時には折り畳んで小型化することのできる支保工が提案されるようになった。   Therefore, for example, as in Patent Document 1, a support work that can be folded and reduced in size at the time of transportation or storage has been proposed.

特許第3700950号Japanese Patent No. 3700500

通常、支保工は、大きな荷重を支持することから剛性の高い部材が用いられ、鉛直方向の力のほか水平方向の力にも対向するため水平材や斜材が密に配置されている。特許文献1の支保工も、4本の支柱と水平材及び斜材で構成されており、4本の支柱で形成される4つの鉛直面(立面)全てに水平材と斜材が配置されている。すなわち、折り畳まれる立面にも水平材と斜材が配置されており、折り畳むために水平材及び斜材の両方に工夫がなされている。これにより構造が複雑となり、製造や組み立てが煩雑であるという問題を抱えていた。   Usually, a support member uses a highly rigid member because it supports a large load, and horizontal members and diagonal members are densely arranged to face not only vertical force but also horizontal force. The support work of Patent Document 1 is also composed of four columns, horizontal members, and diagonal members, and the horizontal members and diagonal members are arranged on all four vertical surfaces (elevation surfaces) formed by the four columns. ing. That is, the horizontal member and the diagonal member are also arranged on the vertical surface to be folded, and both the horizontal member and the diagonal member are devised for folding. This complicates the structure and has the problem of complicated manufacturing and assembly.

また、従来の支保工では次のような問題も抱えていた。現場における支保工の設置作業は、まず基礎材と呼ばれるH形鋼を2列敷き並べ、1列の基礎材に対して2本ずつ支柱を載せ、支柱の下端にあるベースプレートと基礎材を連結することで行われる。このとき、この基礎材に所定間隔で設けられたボルト孔と、支柱のベースプレートに設けられたボルト孔とを位置合わせしたうえで、基礎材の上に支柱をボルト固定する。この基礎材は様々な支保工に共通して用いられるが、支保工そのものは別途個別に工場製作されるので、支柱ベースプレートのボルト孔と基礎材のボルト孔の位置が合うように、支柱間の幅(すなわちベースプレートの間隔)を慎重に調整しながら製作する必要があった。それでもなお現場では、支保工の支柱2本分のベースプレートのボルト孔と、基礎材のボルト孔の位置が合わない(一方の支柱は合わせられても他方が合わない)ことがあり、この場合、支柱間の幅を調整するため、現場において支保工を一部解体して再度組み立てなおすなど、余分な手間が生じていた。   In addition, the conventional support work has the following problems. The installation work of the support work at the site is as follows. First, two rows of H-shaped steels called foundation materials are laid out, two columns are placed on each row of foundation materials, and the base plate at the lower end of the column is connected to the foundation material. Is done. At this time, the bolt holes provided in the base material at predetermined intervals and the bolt holes provided in the base plate of the support are aligned, and then the support is bolted onto the base material. This foundation material is commonly used for various support works, but the support work itself is manufactured separately at the factory, so that the position of the bolt holes on the support base plate and the support material bolt holes are matched. It was necessary to fabricate it while carefully adjusting the width (ie, the distance between the base plates). Still, at the site, the position of the bolt holes of the base plate for the two support struts and the bolt holes of the base material may not match (one strut can be matched but the other does not match). In order to adjust the width between the struts, extra work was required such as disassembling part of the support and reassembling at the site.

本願発明の課題は、上記のような問題点を解決し、支保工を構成する立面のうち折り畳み可能な立面を簡易な構造とし、製造・組立が容易な折り畳み式支保工を提供することにある。また、基礎材のボルト孔間隔にも簡単に対応できるように、工場製作時や現場にて支柱間の幅を容易に調整し得る折り畳み式支保工を提供することも本願発明の課題である。   An object of the present invention is to solve the above-mentioned problems, to provide a foldable support that is easy to manufacture and assemble, with a foldable vertical surface among the vertical surfaces constituting the support. It is in. It is also an object of the present invention to provide a foldable support that can easily adjust the width between struts at the time of factory production or at the site so that it can easily cope with the bolt hole interval of the base material.

橋桁の架設工事で支保工を用いる場合を考えると、橋桁の一端が橋台もしくは橋脚に載せられた状態で橋桁が支保工に受けられることから、橋桁は橋軸方向に安定している。つまり、実際には支保工が橋軸方向の力を受けることはほとんどない。本願発明はこの点に着目し、支保工を構成する立面のうち橋軸方向に向く立面には斜材を省略することが可能であるという、従来にはなかった発想に基づいてなされたものである。   Considering the case where a support is used in the construction of the bridge girder, the bridge girder is stable in the direction of the bridge axis because the bridge girder can be received by the support with one end of the bridge girder placed on the abutment or pier. In other words, in reality, the support works rarely receive a force in the direction of the bridge axis. This invention pays attention to this point, and it was made based on the idea which was not possible in the past that it was possible to omit the diagonal material on the vertical surfaces of the vertical surfaces constituting the support work that face the bridge axis direction. Is.

本願発明の折り畳み式支保工は、4本以上の支柱とこれら支柱間を連結する水平材を有し、折り畳みが可能である折り畳み式支保工において、固定面と2面の折り畳み面と、を備え、前記固定面は、複数の支柱と固定水平材と斜材を有し、これら支柱間が斜材及び固定水平材で連結される構造であり、前記折り畳み面は、2本の支柱と屈折水平材を有し、これら支柱間が斜材を設けずに屈折水平材で連結される構造であり、前記屈折水平材は、2つの分割水平材からなり、前記分割水平材の一端が支柱に回転自在に連結されるとともに、2つの分割水平材がそれぞれ軸方向に突き合わせられて回転自在に連結されることによって、前記折り畳み面が折り畳み可能なものである。   The foldable support of the present invention is a foldable support that has four or more struts and a horizontal member that connects the struts, and can be folded, and includes a fixed surface and two folding surfaces. The fixed surface includes a plurality of support columns, a fixed horizontal member, and an oblique member, and the support members are connected to each other with an oblique member and a fixed horizontal member. It has a structure in which these struts are connected with a refractive horizontal material without providing a diagonal material. The refractive horizontal material is composed of two divided horizontal materials, and one end of the divided horizontal material rotates to the column. In addition to being freely connected, the two split horizontal members are each butted against each other in the axial direction so as to be rotatable, whereby the folding surface can be folded.

本願発明の折り畳み式支保工は、分割水平材と支柱との連結構造、及び一方の分割水平材と他方の分割水平材との連結構造が、支柱の軸方向と略平行するピンを用いたピン結合であり、分割水平材と支柱との連結構造、及び両方の分割水平材の連結構造が、支柱の軸方向に略垂直する面内で回転自在なものとすることもできる。   The folding support structure of the present invention is a pin using a pin in which the connection structure between the divided horizontal member and the support column and the connection structure of one divided horizontal member and the other divided horizontal member are substantially parallel to the axial direction of the support member. It is a coupling, and the connection structure of the divided horizontal members and the support columns and the connection structure of both of the divided horizontal members may be rotatable within a plane substantially perpendicular to the axial direction of the support columns.

本願発明の折り畳み式支保工は、分割水平材の支柱側端部に設けられたピン挿入孔と、支柱に連結されるブラケットに設けられたピン挿入孔に、ピンを挿入することで分割水平材と支柱が回転自在に連結され、前記ブラケットは、前記支柱に固定された装着具にボルト固定され、前記ブラケットに設けられたボルト挿入用のボルト孔と、前記装着具に設けられたボルト挿入用のボルト孔の、どちらか一方のボルト孔、又は双方のボルト孔を長孔とすることによって、折り畳み面を構成する2本の支柱間幅を調整可能なものとすることもできる。   The foldable support of the present invention is a split horizontal member by inserting a pin into a pin insertion hole provided in a column side end of a divided horizontal member and a pin insertion hole provided in a bracket connected to the column. The bracket is bolted to a mounting tool fixed to the column, a bolt hole for bolt insertion provided in the bracket, and a bolt insertion provided in the mounting tool. By making either one of the bolt holes or both bolt holes long, the width between the two struts constituting the folding surface can be adjusted.

本願発明の折り畳み式支保工は、折り畳み面に、2段以上の水平材が配置されたものとすることもできる。   The folding supporter according to the present invention may have two or more horizontal members arranged on the folding surface.

本願発明の折り畳み式支保工は、2面の分割面から構成される足場面を備え、前記分割面の一辺が固定面内に回転自在に連結されるとともに、2つの分割面がそれぞれ略同一面上となるように突き合わせられて回転自在に連結されることによって、前記足場面が折り畳み可能となり、折り畳み面が折り畳み可能なものとすることもできる。   The foldable support of the present invention includes a foot scene composed of two divided surfaces, and one side of the divided surface is rotatably connected to a fixed surface, and the two divided surfaces are substantially the same surface. The foot scene can be folded and the folding surface can be folded by being faced and connected so as to be rotatable.

本願発明の折り畳み式支保工には、次のような効果がある。
(1)2面の折り畳み面を備えているので、折り畳むことによって不使用時の小型化が可能で、効率的に搬送・収納できる。
(2)工場で組み立てられた支保工は、高所作業を少なくすることができて、現場での事故を減らし作業の安全性を高めることができる。
(3)折り畳み面には斜材が設けられていないので、構造が簡潔であり、製造や組み立てが容易である。
(4)橋桁の架設に使用する際、基本的には折り畳み面を座屈させる水平方向の力が作用しないので、折り畳み面内に斜材がなくても支保工は安定する。
(5)ブラケットのボルト孔と装着具のボルト孔、少なくともどちらか一方のボルト孔が長孔となっているので、折り畳み面を構成する2本の支柱間幅の調整が可能であり、共通利用される基礎材にも容易に対応することができる。
(6)折り畳み面には2段以上の屈折水平材を設けることができるので、種々の高さの折り畳み式支保工を製作することができる。
The folding support of the present invention has the following effects.
(1) Since it has two folding surfaces, it can be miniaturized when not in use by folding, and can be efficiently conveyed and stored.
(2) Support works assembled at the factory can reduce work at high places, reduce accidents at the site, and increase work safety.
(3) Since no diagonal material is provided on the folding surface, the structure is simple and manufacture and assembly are easy.
(4) When the bridge girder is used for erection, basically the horizontal force that buckles the folding surface does not act, so the support work is stable even if there is no diagonal in the folding surface.
(5) Since the bolt hole of the bracket and the bolt hole of the mounting tool, at least one of the bolt holes is a long hole, it is possible to adjust the width between the two struts constituting the folding surface. It is possible to easily cope with the base material to be used.
(6) Since two or more steps of refracting horizontal members can be provided on the folding surface, folding support members having various heights can be manufactured.

本願発明の折り畳み式支保工が立設した状態を示す斜視図。The perspective view which shows the state which the folding type support work of this invention stood. 折り畳み式支保工が折り畳まれた状態を示す斜視図。The perspective view which shows the state by which the foldable support work was folded. (a)は折り畳み式支保工の使用状態を示す平面図、(b)は折り畳み式支保工の折り畳み状態を示す平面図。(A) is a top view which shows the use condition of a foldable support, (b) is a top view which shows the foldable state of a foldable support. 折り畳み式支保工を固定面から見た側面図。The side view which looked at the folding-type support work from the fixed surface. 折り畳み式支保工を折り畳み面から見た側面図。The side view which looked at the folding-type support work from the folding surface. (a)は分割水平材の詳細を示すための側面図、(b)は分割水平材の詳細を示すための平面図、(c)は接合部の詳細断面図、(d)は(a)におけるA−A矢視の側面図とB−B矢視の側面図。(A) is a side view for showing details of a divided horizontal member, (b) is a plan view for showing details of a divided horizontal member, (c) is a detailed sectional view of a joint, and (d) is (a). The side view of an AA arrow in and the side view of an BB arrow. 取合ブラケットについて説明する平面図。The top view explaining a connection bracket. 取合ブラケットの詳細を説明するための詳細図で、(a)は取合ブラケット示す平面図、(b)は平面図におけるC−C矢視の正面図、(c)は正面図におけるD−D矢視の側面図。It is detail drawing for demonstrating the detail of a coupling bracket, (a) is a top view which shows a coupling bracket, (b) is a front view of CC arrow in a top view, (c) is D- in a front view. The side view of D arrow view. 支柱に固定される装着具を示す側面図。The side view which shows the mounting tool fixed to a support | pillar. 屈折水平材と取合ブラケットの連結部を詳細に説明するための部分詳細図。Partial detail drawing for demonstrating in detail the connection part of a refractive horizontal member and a connection bracket. (a)は足場を示すための平面図、(b)は足場を示すための部分側面図、(c)は分割足場面の連結部を示す部分詳細図。(A) is a top view for showing a scaffold, (b) is a partial side view for showing a scaffold, (c) is a partial detail drawing which shows the connection part of a division | segmentation foot scene. (a)は支柱に固定された足場用取付具を示す断面図、(b)は支柱に固定された足場用取付具を示す側面図。(A) is sectional drawing which shows the fixture for scaffolds fixed to the support | pillar, (b) is a side view which shows the fixture for scaffolds fixed to the support | pillar. 基礎材を示すための平面図。The top view for showing a base material.

(実施形態)
本願発明の折り畳み式支保工1の実施形態を図に基づいて説明する。図1は、本願発明の折り畳み式支保工1が立設した状態を示す斜視図である。
(Embodiment)
An embodiment of a folding supporter 1 of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view showing a state in which a folding support 1 according to the present invention is erected.

(全体構造)
折り畳み式支保工1は、4本の支柱2(支柱2a、支柱2b、支柱2c、支柱2d)を備え、これら支柱間を固定水平材3、斜材4、屈折水平材5で連結した構造である。それぞれの支柱2の両端(図では上下端)にはベースプレートが取り付けられており、折り畳み式支保工1を現地の基礎材上(後に説明する)に立設する際、あるいは折り畳み式支保工1同士を上下に連結する際に、このベースプレート6が利用される。
(Overall structure)
The folding support 1 has four struts 2 (struts 2a, struts 2b, struts 2c, struts 2d), and these struts are connected by fixed horizontal members 3, diagonal members 4, and refractive horizontal members 5. is there. Base plates are attached to both ends (upper and lower ends in the figure) of each column 2, and when the folding supporter 1 is erected on a local foundation material (described later), or between the folding supporters 1 The base plate 6 is used when connecting the top and bottom.

折り畳み式支保工1には、作業用の足場7、作業者の安全のための手すり8、作業者が昇降するためのタラップ9を設けることもできる。なお、固定水平材3と屈折水平材5の設置段数は支柱2の高さに応じて設計されるものであり、図1では固定水平材3、屈折水平材5ともに3段としているが、支柱2が図1よりも高い場合は4段以上の固定水平材3や屈折水平材5を設置することも、支柱2が図1よりも低い場合は2段の固定水平材3や屈折水平材5を設置することもできる。斜材4は2本交差させたものを1組としており、この1組の斜材4の設置段数は固定水平材3の設置段数に応じて設計されるものであり、図1のように固定水平材3を3段設置する場合には斜材4を2段とし、例えば、固定水平材3を2段だけ設置する場合には斜材4を1段で設置することができる。また、必要に応じて、リブやスティフナーといった補強材を適宜配置することができるのはいうまでもない。   The foldable support 1 can also be provided with a working scaffold 7, a handrail 8 for the safety of the worker, and a trap 9 for the worker to move up and down. Note that the number of installation stages of the fixed horizontal member 3 and the refractive horizontal member 5 is designed according to the height of the support column 2. In FIG. 1, both the fixed horizontal member 3 and the refractive horizontal member 5 have three steps. When 2 is higher than FIG. 1, four or more fixed horizontal members 3 and refractive horizontal members 5 are installed. When the support column 2 is lower than FIG. 1, two fixed horizontal members 3 and refractive horizontal members 5 are provided. Can also be installed. The diagonal member 4 is a set of two intersecting ones. The number of installation stages of the diagonal member 4 is designed according to the number of installation stages of the fixed horizontal member 3, and is fixed as shown in FIG. When the horizontal members 3 are installed in three stages, the diagonal members 4 are arranged in two stages. For example, when the fixed horizontal members 3 are installed in only two stages, the oblique members 4 can be installed in one stage. Needless to say, reinforcing members such as ribs and stiffeners can be appropriately disposed as necessary.

屈折水平材5は、分割水平材5aと分割水平材5bを同軸上でつないだものであり、そのつないだ箇所が中折れすることによって屈折水平材5が折り畳まれ、結果的に折り畳み式支保工1も折り畳まれる。すなわち、図1に示す使用状態の折り畳み式支保工1を折り畳むと、図2のように小型化される。これを平面図で見ると、図3(a)に示すような使用状態の平面形状が、折り畳まれることで図3(b)のような小型化された形状となる。   The refraction horizontal member 5 is formed by connecting the divided horizontal member 5a and the divided horizontal member 5b on the same axis, and the refraction horizontal member 5 is folded by folding the connecting portion, resulting in a folding support. 1 is also folded. That is, when the foldable support 1 in the used state shown in FIG. 1 is folded, the size is reduced as shown in FIG. When this is seen in a plan view, the planar shape in a use state as shown in FIG. 3A becomes a miniaturized shape as shown in FIG. 3B by being folded.

以下、折り畳み式支保工1を構成する種々の要素について詳述する。なおこの説明にあたっては便宜上、立設した状態(つまり使用状態)の折り畳み式支保工1の姿勢において3軸(X軸、Y軸、Z軸)を設ける。図1に示すようにX軸は、折り畳まれない面(以下、「固定面A」という。)を構成する2本の支柱2aと2b(2cと2d)を結んだ方向であり、Y軸は、折り畳まれる面(以下、「折り畳み面B」という。)を構成する2本の支柱2aと2c(2bと2d)を結んだ方向であり、Z軸は、支柱2の立設方向(つまり鉛直方向)である。よって、以下説明する固定面AはX軸と略平行しており、折り畳み面BはY軸と略平行している。   Hereinafter, various elements constituting the folding support 1 will be described in detail. In this description, for the sake of convenience, three axes (X axis, Y axis, Z axis) are provided in the posture of the folding support 1 in an upright state (that is, in use). As shown in FIG. 1, the X axis is a direction connecting two struts 2a and 2b (2c and 2d) constituting a non-foldable surface (hereinafter referred to as "fixed surface A"), and the Y axis is , A direction connecting two struts 2a and 2c (2b and 2d) constituting a plane to be folded (hereinafter referred to as “folding plane B”), and the Z-axis is a standing direction of the strut 2 (that is, vertical) Direction). Therefore, the fixed surface A described below is substantially parallel to the X axis, and the folding surface B is substantially parallel to the Y axis.

(固定面)
図1に示すように折り畳み式支保工1は、4面の立設面で構成されており、その内訳は支柱2a−支柱2b間及び支柱2c−支柱2d間で形成される2面の固定面Aと、支柱2a−支柱2c間及び支柱2b−支柱2d間で形成される2面の折り畳み面Bである。図4に示すように固定面Aは、立設する2本の支柱2(支柱2a−支柱2b、又は支柱2c−支柱2d)と、支柱2間を水平方向に連結する複数段(図4では3段)の固定水平材3と、固定水平材3間に設置される斜材4で構成される。
(Fixed surface)
As shown in FIG. 1, the foldable support 1 is composed of four standing surfaces, the breakdown of which is two fixed surfaces formed between the strut 2a and the strut 2b and between the strut 2c and the strut 2d. A is a folding surface B of two surfaces formed between A and the columns 2a and 2c and between the columns 2b and 2d. As shown in FIG. 4, the fixed surface A has two columns 2 (column 2a-column 2b or column 2c-column 2d) to be erected and a plurality of stages (in FIG. (3 stages) of fixed horizontal members 3 and diagonal members 4 installed between the fixed horizontal members 3.

固定水平材3は、屈折水平材5とは異なり部材中央付近で中折れする必要がないので、通常は1段当たり1本の独立材が用いられる。屈折水平材5に用いられるのは通常鋼材であり、例えばCT形鋼(カットティー)、H形鋼、溝形鋼、など設計上の強度が確保できるものであれば種々採用することができる。また、屈折水平材5の両端はそれぞれ支柱2に固定されており、その固定手段としてはボルト固定や溶接固定など従来から用いられている手段を利用することができる。   Unlike the refracting horizontal member 5, the fixed horizontal member 3 does not need to be folded in the vicinity of the center of the member, and therefore, usually one independent member is used per step. A normal steel material is used for the refractive horizontal member 5, and various materials can be adopted as long as they can ensure design strength, such as CT shape steel (cut tee), H shape steel, and groove shape steel. Moreover, the both ends of the refractive horizontal member 5 are each fixed to the support | pillar 2, The means conventionally used, such as bolt fixation and welding fixation, can be utilized as the fixation means.

斜材4は、固定面Aのうち上下の固定水平材3の間であって、支柱2と固定水平材3で囲まれる四辺形の対角線を描くように配置される。図1では、2本の斜材4がクロスしてアルファベットX字状を呈しているが、2本の斜材4を交差部で更に分割して4本の斜材4をX字状に配置してもよい。斜材4は、筋交い、あるいはブレスともいわれ、固定面Aを補強する機能を有し、特にX軸方向やZ軸方向の外力に対して補強効果を発揮する。なお斜材4には、設計上の強度が確保できるものであれば、例えば山形鋼、平鋼、溝形鋼、など種々の鋼材を採用することができる。   The diagonal member 4 is disposed between the upper and lower fixed horizontal members 3 on the fixed surface A so as to draw a quadrilateral diagonal line surrounded by the support column 2 and the fixed horizontal member 3. In FIG. 1, the two diagonal members 4 are crossed to form an X-shaped alphabet, but the two diagonal members 4 are further divided at the intersections so that the four diagonal members 4 are arranged in an X shape. May be. The diagonal member 4 is also referred to as a brace or a brace and has a function of reinforcing the fixed surface A, and particularly exhibits a reinforcing effect against external forces in the X-axis direction and the Z-axis direction. As the diagonal member 4, various steel materials such as angle steel, flat steel, and groove steel can be adopted as long as design strength can be secured.

(折り畳み面)
図5に示すように折り畳み面Bは、立設する2本の支柱2(支柱2a−支柱2c、又は支柱2b−支柱2d)と、支柱2間を水平方向に連結する複数段(図1では3段)の屈折水平材5で構成される。折り畳み式支保工1が橋桁の架設に利用される場合、折り畳み面Bが橋軸方向と平行するように折り畳み式支保工1は配置される。通常、橋桁を架設する際、橋桁の一端が橋台(もしくは橋脚)に載せられた状態で、折り畳み式支保工1に載せられる。そのため、折り畳み式支保工1に載せられた橋桁が橋軸方向に挙動することは考えにくく、すなわち橋桁によって折り畳み面BがY軸方向の力を受けることは考えにくく、斜材を配置してもその補強効果は大きくない。よって折り畳み面B内では、固定面Aとは異なり、斜材4を設けていない。斜材4が無いため、折り畳み面Bの構成はシンプルであり、折り畳み作業も極めて容易となる。
(Folding surface)
As shown in FIG. 5, the folding surface B has two columns 2 (column 2 a-column 2 c or column 2 b-column 2 d) to be erected and a plurality of stages (in FIG. 1) connecting the columns 2 in the horizontal direction. It is composed of a three-stage refractive horizontal member 5. When the foldable support 1 is used for bridge girder construction, the foldable support 1 is arranged so that the folding surface B is parallel to the bridge axis direction. Usually, when the bridge girder is erected, the bridge girder is placed on the folding support 1 with one end of the bridge girder placed on the abutment (or pier). Therefore, it is unlikely that the bridge girder placed on the folding support 1 will behave in the direction of the bridge axis, that is, it is unlikely that the folding surface B will receive a force in the Y-axis direction by the bridge girder. The reinforcing effect is not great. Therefore, unlike the fixed surface A, the diagonal material 4 is not provided in the folding surface B. Since there is no diagonal member 4, the structure of the folding surface B is simple and the folding work is extremely easy.

折り畳み面B内に複数段(図5では3段)設置される屈折水平材5は、すべて折り畳むことが可能であり、屈折水平材5の中間付近で中折りすることで支柱2a−支柱2cの間、及び支柱2b−支柱2dの間を接近させ、図2や図3(b)に示すように折り畳み式支保工1を押しつぶしたように平たくすることができる。なお、図2では屈折水平材5が折り畳み式支保工1の内側に折り畳まれて収納されているが、折り畳み式支保工1の外側に屈折水平材5を折り畳んで、折り畳み式支保工1の折り畳み寸法を更に(屈折水平材5の部材圧厚分だけ)薄くすることもできる。この折り畳み式支保工1の折り畳み作業は、固定面Aのどちらか一方が下側になるように折り畳み式支保工1を寝かせて接地し、折り畳み式支保工1の自重を利用して折り畳んでいけば容易に行うことができる。   The refraction horizontal members 5 installed in a plurality of steps (three steps in FIG. 5) in the folding surface B can all be folded, and by folding them in the middle of the refraction horizontal members 5, the support 2a-support 2c And between the support 2b and the support 2d, the folding support 1 can be flattened as shown in FIGS. 2 and 3B. In FIG. 2, the refracting horizontal member 5 is folded and housed inside the folding support 1, but the refracting horizontal member 5 is folded outside the folding support 1 to fold the folding support 1. The dimension can be further reduced (by the thickness of the refractive horizontal member 5). In the folding work of the folding support 1, the folding support 1 is placed on the ground so that either one of the fixed surfaces A is on the lower side, and the folding work 1 can be folded using its own weight. This can be done easily.

(屈折水平材)
折り畳み面B内に配置される屈折水平材5は、2本の分割水平材5aと分割水平材5bで構成されている。この分割水平材5aと分割水平材5bは、図6(a)に示すように軸方向に並べられ、それぞれ端部同士が図6(b)に示す接合部Fで連結される。この接合部Fをピン結合とすることによって、分割水平材5aと分割水平材5bは回転自在に連結されることとなる。
(Refractive horizontal material)
The refracting horizontal member 5 arranged in the folding surface B is composed of two divided horizontal members 5a and divided horizontal members 5b. The divided horizontal members 5a and the divided horizontal members 5b are arranged in the axial direction as shown in FIG. 6 (a), and the end portions are connected to each other by the joint portion F shown in FIG. 6 (b). By using this joint F as a pin connection, the divided horizontal member 5a and the divided horizontal member 5b are rotatably connected.

図6(a)は分割水平材5a、5bの詳細を示すための側面図で、図6(b)は分割水平材5a、5bの詳細を示すための平面図である。以下、分割水平材5a、5bを構成する要素部材について説明するが、これら要素部材を説明するために付けた符号の添え字aは分割水平材5aを構成する部材を意味し、添え字bは分割水平材5bを構成する部材を意味する。図6(a)に示すように分割水平材5a(5b)は、主材51a(51b)に、接合側接続板52a(52b)と支柱側接続板53a(53b)を取り付けて形成される。この主材51a(51b)としては、H形鋼が適しているが、I形鋼や溝形鋼、その他専用品として製作した部材を用いてもよい。   6A is a side view for showing details of the divided horizontal members 5a and 5b, and FIG. 6B is a plan view for showing details of the divided horizontal members 5a and 5b. Hereinafter, although the element member which comprises the division | segmentation horizontal members 5a and 5b is demonstrated, the subscript a of the code | symbol attached | subjected in order to demonstrate these element members means the member which comprises the division | segmentation horizontal member 5a, and subscript b is It means a member constituting the divided horizontal member 5b. As shown in FIG. 6A, the divided horizontal member 5a (5b) is formed by attaching a joining side connection plate 52a (52b) and a column side connection plate 53a (53b) to a main material 51a (51b). As the main material 51a (51b), H-shaped steel is suitable, but I-shaped steel, groove-shaped steel, and other members manufactured as dedicated products may be used.

主材51a(51b)の端部のうち接合部Fを構成する端部には、上下2箇所に接合側接続板52a(52b)が取り付けられる。図6(a)では主材51a(51b)にH形鋼が用いられているので、接合側接続板52a(52b)はH形鋼のフランジに取り付けられている。   Of the end portions of the main material 51a (51b), the joining side connection plates 52a (52b) are attached to the end portions constituting the joining portion F at the upper and lower portions. In FIG. 6A, since H-shaped steel is used for the main material 51a (51b), the joining side connection plate 52a (52b) is attached to the flange of H-shaped steel.

(分割水平材同士の連結)
図6(b)、(c)に示すように、接合側接続板52a(52b)には、それぞれピン57を挿入するためのピン挿入孔54a、54bが設けられており、このピン挿入孔54aとピン挿入孔54bの孔中心を合わせてピン57を挿入することで、接合部Fがピン結合となる。ピン57を貫通させる必要から、接合側接続板52a(52b)は、ピン挿入孔54a(54b)を避けた部分でフランジに溶接固定される。つまり図6(b)に示すように接合側接続板52a(52b)は、そのピン挿入孔54a(54b)の位置が平面視で主材51a(51b)から外れた位置となるように、主材51a(51b)のフランジに溶接固定される。また分割水平材5a、5bは、接合側接続板52a(52b)に設けられたピン挿入孔54a(54b)を中心として回転することから、ピン挿入孔54a(54b)の位置は、平面視でH形鋼の中心(ウェブ位置)よりも側方に離れている。さらに、分割水平材5a、5bの回転を円滑にするために、主材51a(51b)の端部(接合部F側)のうち前記ピン挿入孔側(図6(b)では上側)のフランジは一部切欠かれている。
(Connection between split horizontal members)
As shown in FIGS. 6B and 6C, the joint side connection plate 52a (52b) is provided with pin insertion holes 54a and 54b for inserting the pins 57, respectively. By inserting the pin 57 with the hole centers of the pin insertion hole 54b aligned, the joint portion F becomes pin-coupled. Since it is necessary to penetrate the pin 57, the joining side connection plate 52a (52b) is welded and fixed to the flange at a portion avoiding the pin insertion hole 54a (54b). That is, as shown in FIG. 6B, the joining-side connecting plate 52a (52b) has a main insertion portion 54a (54b) so that the position of the pin insertion hole 54a (54b) is out of the main material 51a (51b) in plan view. It is fixed by welding to the flange of the material 51a (51b). Further, since the divided horizontal members 5a and 5b rotate around the pin insertion hole 54a (54b) provided in the joining side connection plate 52a (52b), the position of the pin insertion hole 54a (54b) is a plan view. It is away from the center of the H-section steel (web position). Further, in order to facilitate the rotation of the divided horizontal members 5a and 5b, the flange on the pin insertion hole side (the upper side in FIG. 6B) of the end portion (joint portion F side) of the main material 51a (51b). Is partially cut away.

図6(a)に示すように、分割水平材5aの接合側接続板52aは主材51aのフランジ外側(図では上フランジの上側、下フランジの下側)に固定され、分割水平材5bの接合側接続板52bは主材51bのフランジ内側(図では上フランジの下側、下フランジの上側)に固定されている。これは、接合部Fの詳細断面図である図6(c)から分かるように、主材51aのフランジと主材51aのフランジを突き合わせたときに、接合側接続板52a(52b)が妨げとならないよう上下にかわすためである。   As shown in FIG. 6A, the joining side connection plate 52a of the divided horizontal member 5a is fixed to the outer side of the flange of the main member 51a (the upper side of the upper flange and the lower side of the lower flange in the drawing). The joining side connection plate 52b is fixed to the inside of the flange of the main material 51b (the lower side of the upper flange and the upper side of the lower flange in the figure). As can be seen from FIG. 6C, which is a detailed sectional view of the joint portion F, when the flange of the main material 51a and the flange of the main material 51a are brought into contact with each other, the joint-side connecting plate 52a (52b) is obstructed. This is to dodge up and down so as not to become.

図6(d)は、図6(a)におけるA−A矢視の側面図とB−B矢視の側面図である。この図で示すように、主材51a(51b)の接合部F側端部には、補強用のスティフナー55a、55bを配置することができる。このスティフナー55a(55b)にボルト孔を設けることによって、分割水平材5aと分割水平材5bを突き合わせたときに、ボルト孔にボルトを挿通して固定することができる。もちろん、このスティフナー55a、55b同士のボルト固定は、折り畳み式支保工1の使用時のみ行われ、折り畳み時にはこのボルト固定は解除される。   FIG.6 (d) is the side view of AA arrow in FIG.6 (a), and the side view of BB arrow. As shown in this figure, stiffeners 55a and 55b for reinforcement can be arranged at the joint F side end of the main material 51a (51b). By providing a bolt hole in the stiffener 55a (55b), when the divided horizontal member 5a and the divided horizontal member 5b are brought into contact with each other, the bolt can be inserted into and fixed to the bolt hole. Of course, the bolt fixing between the stiffeners 55a and 55b is performed only when the folding support 1 is used, and the bolt fixing is released at the time of folding.

(支柱側接続板)
主材51a(51b)の端部のうち支柱2に取り付ける側の端部には、上下2箇所に支柱側接続板53a(53b)が取り付けられる。主材51a(51b)にH形鋼が用いられた場合、支柱側接続板53a(53b)はH形鋼のフランジに取り付けられる。図6(a)では、支柱側接続板53a(53b)がH形鋼のフランジの外側に取り付けられているが、接合部Fとは異なりフランジを突き合わせる必要がないので、取り付け位置はフランジの内側でも外側でも任意に選択できる。また、支柱側接続板53a(53b)は溶接等によって主材51a(51b)に固定される。また、図6(b)に示すように、支柱側接続板53a(53b)には、それぞれピンを挿入するためのピン挿入孔56a、56bが設けられている。
(Staff side connection plate)
Of the end portions of the main material 51a (51b), the column-side connection plates 53a (53b) are attached to the end portion on the side to be attached to the column 2 at the upper and lower portions. When H-section steel is used for the main material 51a (51b), the column side connection plate 53a (53b) is attached to the flange of H-section steel. In FIG. 6A, the column side connection plate 53a (53b) is attached to the outside of the H-shaped steel flange, but unlike the joint F, it is not necessary to abut the flange. It can be arbitrarily selected inside or outside. Further, the column side connection plate 53a (53b) is fixed to the main material 51a (51b) by welding or the like. Moreover, as shown in FIG.6 (b), pin insertion hole 56a, 56b for inserting a pin is provided in the support | pillar side connection board 53a (53b), respectively.

(取合ブラケット)
図7は、分割水平材5a(5b)と支柱2を連結するために用いられる取合ブラケット10について説明する平面図である。図に示すように取合ブラケット10は、折り畳み面B内(Y軸方向と平行する面)であって、支柱2のうち隣接する支柱2と向かい合う面に取り付けられる。
(Joint bracket)
FIG. 7 is a plan view for explaining the coupling bracket 10 used for connecting the divided horizontal member 5a (5b) and the support column 2. FIG. As shown in the figure, the coupling bracket 10 is attached to a surface of the support column 2 that faces the adjacent support column 2 in the folding surface B (surface parallel to the Y-axis direction).

図8は取合ブラケット10の詳細を説明するための詳細図であって、図8(a)は平面図、図8(b)は平面図におけるC−C矢視の正面図、図8(c)は正面図におけるD−D矢視の側面図である。これら図に示すように、取合ブラケット10は、山形鋼を用いた取合ブラケット底板10aの両側に、2枚の取合ブラケット側板10bを取り付けて形成される。   FIG. 8 is a detailed view for explaining the details of the coupling bracket 10, wherein FIG. 8 (a) is a plan view, FIG. 8 (b) is a front view taken along the line CC in the plan view, and FIG. c) is a side view taken along line DD in the front view. As shown in these drawings, the coupling bracket 10 is formed by attaching two coupling bracket side plates 10b on both sides of a coupling bracket bottom plate 10a using angle steel.

(取合ブラケットの支柱への固定)
図7に示すように、支柱2には取合ブラケット10を取り付けるための装着具11が、溶接等により固定されている。この装着具11は、支柱2の内側に固定される装着具11(内側)と、支柱2の外側に固定される装着具11(外側)の2枚で1組となっている。これら装着具11には、図9の側面図に示すように、それぞれ1枚当たりに2箇所のボルト孔11aが設けられている。一方、2枚の取合ブラケット側板10bには、図8(c)の側面図に示すように、ボルトを挿入するためのボルト孔10cが2箇所ずつ設けられている。装着具11(内側)のボルト孔11aと、取合ブラケット側板10b(内側)のボルト孔10cが位置合わせされ、同じく装着具11(外側)のボルト孔11aと、取合ブラケット側板10b(外側)のボルト孔10cが位置合わせされて、それぞれ(図では計4か所)でボルト固定される。なお、図8(c)に示す予備孔10dは、予備として設けられる孔であり、台風時など設計外の荷重が作用する際に必要に応じて斜材を配置するためのものである。
(Fixing the coupling bracket to the column)
As shown in FIG. 7, a mounting tool 11 for attaching the coupling bracket 10 is fixed to the support column 2 by welding or the like. The mounting tool 11 is a set of two mounting tools 11 (inside) fixed to the inside of the column 2 and two mounting tools 11 (outside) fixed to the outside of the column 2. As shown in the side view of FIG. 9, these mounting tools 11 are provided with two bolt holes 11 a for each piece. On the other hand, as shown in the side view of FIG. 8C, the two coupling bracket side plates 10b are provided with two bolt holes 10c for inserting bolts. The bolt hole 11a of the mounting tool 11 (inner side) and the bolt hole 10c of the connecting bracket side plate 10b (inner side) are aligned, and the bolt hole 11a of the mounting tool 11 (outer side) and the connecting bracket side plate 10b (outer side) are also aligned. The bolt holes 10c are aligned and bolted at each (four places in the figure). A spare hole 10d shown in FIG. 8 (c) is a hole provided as a spare, and is used for arranging diagonal materials as necessary when a load outside the design is applied, such as during a typhoon.

図5に示すように、分割水平材5a(5b)を支柱2に取り付けるためには、分割水平材5a(5b)1本あたり2個の取合ブラケット10が支柱2に取り付けられる。この2個の取合ブラケット10によって、分割水平材5a(5b)を上下から挟んで支持するわけである。すなわち、図5のように折り畳み面B内に3段の屈折水平材5を設置する場合、6本の分割水平材5a(5b)が支柱2に取り付けられることとなり、12個の取合ブラケット10が支柱2に取り付けられる。また、装着具11は6組12枚(内側6枚、外側6枚)が支柱に固定されることとなる。   As shown in FIG. 5, in order to attach the divided horizontal member 5 a (5 b) to the column 2, two coupling brackets 10 are attached to the column 2 per divided horizontal member 5 a (5 b). The split horizontal member 5a (5b) is sandwiched and supported by the two coupling brackets 10 from above and below. That is, when the three-stage refracting horizontal member 5 is installed in the folding surface B as shown in FIG. 5, six divided horizontal members 5a (5b) are attached to the support column 2, and twelve coupling brackets 10 are attached. Is attached to the column 2. Moreover, 6 sets of 12 pieces (6 pieces on the inside and 6 pieces on the outside) of the mounting tool 11 are fixed to the column.

なお、取合ブラケット側板10bのボルト孔10cはすべて、図8(c)で示すように、折り畳み面B方向(Y軸方向)に長い「長孔」となっている。これにより、取合ブラケット10を装着具11にボルト固定する際、すなわち取合ブラケット10を支柱2にボルト固定する際、Y軸方向に移動調整することができるので、折り畳み面Bを構成する支柱2a−2c間(2b−2d間)の距離を調整することができる。本実施形態では、取合ブラケット側板10bのボルト孔10cをY軸方向に長い「長孔」としているが、これに代えて(あるいは加えて)装着具11のボルト孔11aをY軸方向に長い「長孔」とすることもできる。   In addition, all the bolt holes 10c of the coupling bracket side plate 10b are “long holes” that are long in the folding surface B direction (Y-axis direction) as shown in FIG. 8C. Accordingly, when the coupling bracket 10 is bolted to the mounting tool 11, that is, when the coupling bracket 10 is bolted to the support column 2, the movement bracket can be adjusted in the Y-axis direction. The distance between 2a-2c (between 2b-2d) can be adjusted. In this embodiment, the bolt hole 10c of the coupling bracket side plate 10b is a “long hole” that is long in the Y-axis direction. Instead of (or in addition to) this, the bolt hole 11a of the mounting tool 11 is long in the Y-axis direction. It can also be a “long hole”.

(屈折水平材と取合ブラケットの連結)
図8(a)の平面図に示すように、取合ブラケット底板10aのうち底面を形成する部分には、ピンを挿入するためのピン挿入孔10eが設けられている。このピン挿入孔10eは、分割水平材5a(5b)の支柱側接続板53a(53b)に設けられたピン挿入孔56a(56b)と孔中心が合わせられ、これらのピン挿入孔にピン12を挿入することで、屈折水平材5と取合ブラケット10、すなわち屈折水平材5と支柱2をピン結合とすることができる。
(Connection of refractive horizontal member and coupling bracket)
As shown in the plan view of FIG. 8A, a pin insertion hole 10e for inserting a pin is provided in a portion of the coupling bracket bottom plate 10a that forms the bottom surface. The pin insertion hole 10e is aligned with the pin insertion hole 56a (56b) provided in the column side connection plate 53a (53b) of the split horizontal member 5a (5b), and the pin 12 is inserted into these pin insertion holes. By inserting, the refracting horizontal member 5 and the coupling bracket 10, that is, the refracting horizontal member 5 and the support column 2 can be pin-coupled.

図10は、屈折水平材5と取合ブラケット10の連結部を詳細に説明するための部分詳細図である。この図を基に、屈折水平材5と取合ブラケット10を連結する手順を説明する。まず、上下に所定間隔をあけて支柱2(装着具11)にボルト固定された2個の取合ブラケット10の間に、分割水平材5a(5b)の主材51a(51b)端部に溶接固定された上下の支柱側接続板53a(53b)を挿入していく。次に、取合ブラケット底板10aのピン挿入孔10eの位置と、支柱側接続板53a(53b)のピン挿入孔56a(56b)の位置合わせを行い、その状態でピン12を挿入する。ピン12には上下両端に小孔が設けられており、ここに小ピンを挿入してピン12の抜け落ちを防止する。なお、支柱側接続板53a(53b)と取合ブラケット底板10aの間には適宜ワッシャ等を介在させることもできる。   FIG. 10 is a partial detailed view for explaining in detail the connecting portion between the refractive horizontal member 5 and the coupling bracket 10. A procedure for connecting the refractive horizontal member 5 and the coupling bracket 10 will be described with reference to FIG. First, welding is performed on the end of the main material 51a (51b) of the split horizontal member 5a (5b) between the two coupling brackets 10 that are bolted to the support column 2 (mounting tool 11) with a predetermined interval therebetween. The fixed upper and lower column side connection plates 53a (53b) are inserted. Next, the position of the pin insertion hole 10e of the coupling bracket bottom plate 10a and the position of the pin insertion hole 56a (56b) of the column side connection plate 53a (53b) are aligned, and the pin 12 is inserted in this state. The pin 12 is provided with small holes at both upper and lower ends, and a small pin is inserted into the pin 12 to prevent the pin 12 from falling off. In addition, a washer etc. can be appropriately interposed between the column side connection plate 53a (53b) and the coupling bracket bottom plate 10a.

以上説明した構造とすることで、分割水平材5aと分割水平材5bの連結、及び屈折水平材5と取合ブラケット10の連結が、それぞれピン結合となり、この結果、屈折水平材5は折り畳み可能となる。なお、本実施形態における屈折水平材5の折り畳み方向は、支柱2の軸方向に対して略垂直な面内(折り畳み式支保工1の使用時における水平面内、つまりX−Y平面内)である。本願発明の折り畳み式支保工1は、この実施形態に限らず、ピン12(支柱2でのピン結合)及びピン57(接合部Fでのピン結合)を水平姿勢で挿入することにより、折り畳み式支保工1の使用時における鉛直面内(つまりY−Z平面内)で屈折水平材5を折り畳むことも可能である。   With the structure described above, the connection between the divided horizontal member 5a and the divided horizontal member 5b and the connection between the refracting horizontal member 5 and the coupling bracket 10 become pin connections, respectively. As a result, the refracting horizontal member 5 can be folded. It becomes. In addition, the folding direction of the refractive horizontal member 5 in this embodiment is in a plane substantially perpendicular to the axial direction of the support column 2 (in the horizontal plane when the folding support 1 is used, that is, in the XY plane). . The foldable support 1 of the present invention is not limited to this embodiment, but is foldable by inserting the pin 12 (pin coupling at the support column 2) and the pin 57 (pin coupling at the joint F) in a horizontal posture. It is also possible to fold the refractive horizontal member 5 in the vertical plane (that is, in the YZ plane) when the support 1 is used.

(作業用足場)
本願発明の折り畳み式支保工1は、作業用の足場7を設けることができる。この足場7は図11(a)の足場平面図に示すように、折り畳み式支保工1に対応するため2枚の足場面(分割足場面7aと分割足場面7b)に分かれている。分割足場面7a、分割足場面7bは、それぞれ平面形状が略矩形であり、外周を構成するフレーム材の上にエキスパンドメタルが張り付けられたものである。分割足場面7aは、その平面外周を形成するうちの一辺(図では左辺)が、固定面Aを構成する支柱2aと支柱2bに回転自在に取り付けられている。同様に、分割足場面7bは、その平面外周を形成するうちの一辺(図では右辺)が、固定面Aを構成する支柱2cと支柱2dに回転自在に取り付けられている。さらに、分割足場面7aと分割足場面7bは、それぞれ略同一平面となるように突き合わされて回転自在に連結されている。なお、これらの回転方向は、いずれも水平軸(X軸)回りの回転である。
(Working scaffold)
The folding support 1 according to the present invention can be provided with a working scaffold 7. As shown in the plan view of the scaffold in FIG. 11A, the scaffold 7 is divided into two foot scenes (a split foot scene 7a and a split foot scene 7b) in order to correspond to the folding support 1. Each of the split foot scene 7a and the split foot scene 7b has a substantially rectangular planar shape, and an expanded metal is pasted on a frame material constituting the outer periphery. One side (the left side in the figure) of the split foot scene 7a that forms the outer periphery of the plane is rotatably attached to the column 2a and column 2b that constitute the fixed surface A. Similarly, one side (right side in the figure) of the split foot scene 7b that forms the outer periphery of the plane is rotatably attached to the column 2c and column 2d that constitute the fixed surface A. Furthermore, the split foot scene 7a and the split foot scene 7b are abutted so as to be substantially in the same plane, and are rotatably connected. These rotation directions are rotations about the horizontal axis (X axis).

分割足場面7a(7b)は、支柱2に溶接固定された足場用取付具13に回転自在に連結される。この足場用取付具13は、図12(a)の断面図に示すように支柱2の外周に溶接等によって固定され、図12(b)の側面図に示すようにピン挿入孔13aを備えている。この足場用取付具13のピン挿入孔13aと、分割足場面7a(7b)に設けられたピン挿入孔(図示しない)にピンを挿入することで、分割足場面7a(7b)と足場用取付具13は回転自在なピン結合となる。なお、足場用取付具13は支柱2の内側に固定され、例えば、図12(a)の支柱2bの場合であれば支柱2bのうち支柱2a側に固定される。   The split foot scene 7a (7b) is rotatably connected to a scaffold attachment 13 fixed to the support 2 by welding. The scaffold fixture 13 is fixed to the outer periphery of the support column 2 by welding or the like as shown in the sectional view of FIG. 12A, and includes a pin insertion hole 13a as shown in the side view of FIG. Yes. By inserting a pin into the pin insertion hole 13a of the scaffold fixture 13 and a pin insertion hole (not shown) provided in the split foot scene 7a (7b), the split foot scene 7a (7b) and the scaffold mounting The tool 13 is a rotatable pin connection. Note that the scaffold fixture 13 is fixed to the inside of the support column 2, and is fixed to the support column 2a side of the support column 2b in the case of the support column 2b of FIG.

図11(c)に示すように、分割足場面7a(7b)にはそれぞれ連結具71a、連結具71bが備えられており、これら連結具71a、71bにはピン挿入孔72a、72bが設けられている。分割足場面7a、7bを略同一面となるように突き合わせたうえで、連結具71aのピン挿入孔72aと、連結具71bのピン挿入孔72bの位置合わせを行い、ピンを挿入することによって、分割足場面7aと分割足場面7bは回転自在なピン結合となる。   As shown in FIG. 11 (c), the split foot scene 7a (7b) is provided with a connecting tool 71a and a connecting tool 71b, respectively, and these connecting tools 71a and 71b are provided with pin insertion holes 72a and 72b. ing. After matching the split foot scenes 7a and 7b so as to be substantially on the same plane, the pin insertion hole 72a of the connector 71a and the pin insertion hole 72b of the connector 71b are aligned, and the pin is inserted, The split foot scene 7a and the split foot scene 7b are rotatable pin connections.

なお図11(b)に示すように、使用時には鉛直材14によって直上の屈折水平材5に足場7を吊下げることもできる。この図に示すように、鉛直材14の一端は、足場7の直上の屈折水平材5に設けられた鉛直材取付金具58(図6(a)に取り付けられ、鉛直材14の他端は、連結具71aのピン挿入孔72a、71bに取り付けられる。これによって、足場7に載荷できる重量も増加するので好適である。   As shown in FIG. 11 (b), the scaffold 7 can be suspended from the vertical horizontal member 5 by the vertical member 14 during use. As shown in this figure, one end of the vertical member 14 is attached to a vertical member mounting bracket 58 (FIG. 6A) provided on the refractive horizontal member 5 immediately above the scaffold 7, and the other end of the vertical member 14 is It is attached to the pin insertion holes 72a and 71b of the connector 71a, which is preferable because the weight that can be loaded on the scaffold 7 is increased.

また、図1や図11(a)に示すように、タラップ9を設置する場合には、分割足場面7a(又は分割足場面7b)に作業者の昇降用の開口部15が設けられる。   As shown in FIG. 1 and FIG. 11A, when the wrapping 9 is installed, an opening 15 for raising and lowering the operator is provided in the split foot scene 7a (or the split foot scene 7b).

(手すり)
図1に示すように、作業者の安全のため足場7の直上の屈折水平材5に、手すり8を設置することもできる。この場合も、折り畳み式支保工1を折り畳むため、手すり8は2分割されてそれぞれ分割水平材5aと分割水平材5bの上に取り付けられる。すなわち、これら分割された手すり8は、分割水平材5a(5b)の動きに追随して折り畳まれることとなる。
(handrail)
As shown in FIG. 1, a handrail 8 can be installed on the refractive horizontal member 5 immediately above the scaffold 7 for the safety of the operator. Also in this case, in order to fold the foldable supporter 1, the handrail 8 is divided into two parts which are respectively mounted on the divided horizontal members 5a and 5b. That is, these divided handrails 8 are folded following the movement of the divided horizontal members 5a (5b).

(基礎材)
折り畳み式支保工1が現地にて立設される際には、図13に示す基礎材16の上に設置される。この基礎材16にはH形鋼が用いられ、フランジ部分には多数のボルト孔が設けられている。橋桁の架設に折り畳み式支保工1を使用する場合、2列の基礎材16を橋軸方向(つまりY軸方向)に、かつ折り畳み式支保工1の固定面Aの幅(つまり支柱2a−支柱2b、支柱2c−支柱2dの間隔)で敷き並べ、折り畳み式支保工1を折り畳み面Bが橋軸方向に向く姿勢とした状態で、4本の支柱2を基礎材16の上に載せる。
(Basic material)
When the folding supporter 1 is erected on the site, it is installed on the base material 16 shown in FIG. The base material 16 is made of H-shaped steel, and a plurality of bolt holes are provided in the flange portion. When the folding support 1 is used for erection of the bridge girder, two rows of the base materials 16 are arranged in the bridge axis direction (that is, the Y-axis direction), and the width of the fixed surface A of the folding support 1 (that is, the support column 2a-the support column). 2b, the interval between the columns 2c and the columns 2d), and the four columns 2 are placed on the base material 16 in a state where the folding support 1 is in a posture in which the folding surface B faces the bridge axis direction.

図1に示すように、支柱2の下端にはベースプレート6が固定されており、このベースプレート6にも複数(図では4箇所)のボルト孔が設けられている。このベースプレート6のボルト孔と、基礎材16フランジ部分のボルト孔とを位置合わせし、ボルト固定することで、折り畳み式支保工1は基礎材16の上に立設される。   As shown in FIG. 1, a base plate 6 is fixed to the lower end of the column 2, and the base plate 6 is also provided with a plurality of bolt holes (four locations in the figure). The foldable support 1 is erected on the base material 16 by aligning the bolt holes of the base plate 6 and the bolt holes of the flange portion of the base material 16 and fixing the bolts.

支柱2のベースプレート6に設けられるボルト孔は、工場で加工される。一方、基礎材16フランジ部分のボルト孔も工場(あるいは現場)で加工されるが、この基礎材16は種々の支保工に共通して利用されるので、特定の折り畳み式支保工1のために寸法を調整してボルト孔が加工されるわけではない。よって基礎材16を工場製作する際に、2本の支柱2間におけるボルト孔の孔間隔を、基礎材16フランジ部分のボルト孔の孔間隔と合うように寸法調整する必要がある。従来、この繊細な寸法調整には著しい手間と時間を要していた。一方、本願発明の折り畳み式支保工1では、取合ブラケット側板10bのボルト孔10c(装着具11のボルト孔11a)が折り畳み面B方向(Y軸方向)に長い「長孔」となっているので、折り畳み面Bの幅を容易に調整することができる。つまり、2本の支柱2間におけるボルト孔の孔間隔を容易に寸法調整することができるので、従来に比して工場製作における手間と時間を大きく削減できる。また、工場で寸法調整してもなお、支保工の支柱2本分のベースプレートのボルト孔と、基礎材のボルト孔の位置が合わないことがあり、この場合従来では、現場にてボルト孔を拡げたり、新たにボルト孔を設けたり、場合によっては支保工の一部を解体して組み立て直したり、様々な対応を余儀なくされていた。しかしながら、本願発明の折り畳み式支保工1は、折り畳み面Bの幅を容易に調整することができるので、2本の支柱2間におけるボルト孔の孔間隔と、基礎材16フランジ部分のボルト孔の孔間隔が一致しない場合であっても、折り畳み面Bの幅すなわち基礎材16の上に配置される支柱2の間隔(支柱2a−2cの間隔、2b−2dの間隔)を容易に調整することができる。つまり本願発明の折り畳み式支保工1の場合、ベースプレート6のボルト孔の位置と、基礎材16のボルト孔の位置を容易に合わせることができるので、折り畳み式支保工1の設置作業にかかる手間が従来に比べ著しく改善される。   Bolt holes provided in the base plate 6 of the column 2 are processed at the factory. On the other hand, the bolt hole of the flange portion of the base material 16 is also processed at the factory (or on-site), but since this base material 16 is commonly used for various support works, for the specific folding support work 1 The bolt holes are not machined by adjusting the dimensions. Therefore, when the base material 16 is manufactured at the factory, it is necessary to adjust the dimension of the hole interval between the two support columns 2 so as to match the hole interval between the bolt holes in the flange portion of the base material 16. Conventionally, this delicate dimensional adjustment has required considerable labor and time. On the other hand, in the folding supporter 1 of the present invention, the bolt hole 10c (the bolt hole 11a of the mounting tool 11) of the coupling bracket side plate 10b is a “long hole” that is long in the folding surface B direction (Y-axis direction). Therefore, the width of the folding surface B can be easily adjusted. That is, since the size of the bolt hole interval between the two struts 2 can be easily adjusted, labor and time in factory production can be greatly reduced as compared with the conventional case. Even if the dimensions are adjusted at the factory, the position of the bolt holes in the base plate for the two support columns and the bolt holes in the base material may not match. Various measures were taken, such as expanding, providing new bolt holes, or disassembling and reassembling part of the support work. However, since the folding support 1 of the present invention can easily adjust the width of the folding surface B, the distance between the bolt holes between the two struts 2 and the bolt holes in the flange portion of the base material 16 Even if the hole intervals do not match, the width of the folding surface B, that is, the interval between the columns 2 arranged on the base material 16 (the interval between the columns 2a-2c, the interval between 2b-2d) can be easily adjusted. Can do. That is, in the case of the foldable supporter 1 of the present invention, the position of the bolt holes of the base plate 6 and the position of the bolt holes of the base material 16 can be easily matched. This is a significant improvement over the prior art.

(使用例)
本願発明の折り畳み式支保工1の使用例について、以下説明する。
工場にて、折り畳み式支保工1を製作する。すなわち、4本の支柱2a、支柱2b、支柱2c、支柱2dに、固定面Aを構成する固定水平材3と斜材4を取付ける。なお、支柱2の両端には、所定位置及び所定箇所数のボルト孔を加工したベースプレート6が固定される。
支柱2の所定位置に装着具11を溶接固定し、この装着具11に取合ブラケット10をボルト固定し、取合ブラケット10に折り畳み面Bを構成する分割水平材5aと分割水平材5bをピン結合する。このとき、分割水平材5aと分割水平材5bも付き合わされてピン結合される。ただし、分割水平材5a、5bの接合部Fに設けられたスティフナー55a、55b同士のボルト固定は行わない。最上段の分割水平材5aと分割水平材5bにはそれぞれ2分割された手すり8を取り付けておく。
支柱2の所定位置に足場用取付具13を溶接固定し、この足場用取付具13に分割足場面7aと足場面7bをピン結合し、分割足場面7aと足場面7bも付き合わされてピン結合される。足場場面7aに設けられた開口部15の中にタラップ9を挿入して設置し、折り畳み式支保工1を完成させる。
以上工場で製作された折り畳み式支保工1は、固定面Aのどちらか一方が下側になるように折り畳み式支保工1を寝かせた状態で折り畳んでおき、出荷時には、折り畳まれた状態のまま吊り上げられ、輸送車に載せられて工場から出荷される。
橋桁架設の現場では、折り畳み式支保工1の搬入前に、2列の基礎材16を橋軸方向に、かつ折り畳み式支保工1の固定面Aの幅で敷き並べておく。現場に搬入された折り畳み式支保工1は、寝かせた状態で輸送車から吊り上げられ、寝かせた状態のまま、かつ固定面Aのどちらか一方が下側になるように、一旦仮置き場に降ろされる。
接地していない方の固定面Aを揚重機により吊り上げ、屈折水平材5を折り畳み状態から次第に伸ばしていく。屈折水平材5が伸びきった状態で、分割水平材5a、5bのスティフナー55a、55b同士のボルト固定を行うことで屈折水平材5の折り畳みを制限し、鉛直材14によって屈折水平材5と足場7を連結することによって折り畳み式支保工1を立設姿勢としたときに足場7が直上の屈折水平材5に吊下げられるようにする。さらに持ち手を変えて、揚重機により折り畳み式支保工1を吊り上げ、折り畳み面Bが橋軸方向(基礎材16の軸方向)に向く姿勢とした状態のまま、基礎材16の上に載せる。基礎材16上で折り畳み式支保工1を移動させながら、支柱2のベースプレート6に設けられたボルト孔の孔間隔と、基礎材16フランジ部分のボルト孔の孔間隔を合わせてボルト固定し、折り畳み式支保工1の設置作業を終える。この時、必要に応じて、取合ブラケット10bとのボルト孔10cと装着具11のボルト孔11aの位置をずらすことで、折り畳み面Bを構成する支柱2の間隔を調整することもできる。
橋桁の架設作業が終わると、折り畳み式支保工1の組み立て時とは逆の手順で折り畳んでいく。具体的には、揚重機によりに折り畳み式支保工1を吊り上げ、固定面Aのどちらか一方が下側になるように折り畳み式支保工1を寝かせて接地し、まだ揚重機に自重を預けた状態で足場7から鉛直材14を外し、スティフナー55a、55b同士のボルト固定を解除し、基礎材16とベースプレート6とのボルト固定を解除する。その後、折り畳み式支保工1の自重を利用して徐々に上側の固定面Aを降ろしていきながら折り畳んでいく。折り畳まれた状態の折り畳み式支保工1は、輸送車に載せられて倉庫や工場に戻す。
(Example of use)
An example of use of the folding support 1 of the present invention will be described below.
Folding support 1 is manufactured at the factory. That is, the fixed horizontal member 3 and the diagonal member 4 constituting the fixed surface A are attached to the four columns 2a, columns 2b, columns 2c, and columns 2d. A base plate 6 in which a predetermined position and a predetermined number of bolt holes are processed is fixed to both ends of the column 2.
The mounting tool 11 is welded and fixed to a predetermined position of the support column 2, the coupling bracket 10 is bolted to the mounting tool 11, and the split horizontal member 5 a and the split horizontal member 5 b constituting the folding surface B are pinned to the mounting bracket 10. Join. At this time, the divided horizontal member 5a and the divided horizontal member 5b are also attached and pin-coupled. However, the bolts of the stiffeners 55a and 55b provided at the joint F of the divided horizontal members 5a and 5b are not fixed. A handrail 8 divided into two parts is attached to each of the uppermost divided horizontal member 5a and the divided horizontal member 5b.
The scaffolding fixture 13 is welded and fixed at a predetermined position of the column 2, and the split foot scene 7a and the foot scene 7b are pin-coupled to the scaffold fixture 13, and the split foot scene 7a and the foot scene 7b are also attached to each other and pin-coupled. Is done. The wrap 9 is inserted and installed in the opening 15 provided in the scaffold scene 7a, and the folding support 1 is completed.
The folding supporter 1 manufactured in the factory is folded with the folding supporter 1 lying so that either one of the fixed surfaces A is on the lower side, and remains in the folded state at the time of shipment. It is lifted and placed on a transport vehicle and shipped from the factory.
At the bridge girder construction site, before the folding supporter 1 is carried in, two rows of foundation members 16 are laid in the direction of the bridge axis and with the width of the fixed surface A of the folding supporter 1. The folding supporter 1 carried into the site is lifted from the transport vehicle in a laid state, and is temporarily lowered to a temporary storage site so that either one of the fixed surfaces A is on the lower side while being laid down. .
The fixed surface A which is not in contact with the ground is lifted by a lifting machine, and the refractive horizontal member 5 is gradually extended from the folded state. In a state in which the refractive horizontal member 5 is fully stretched, the stiffeners 55a and 55b of the divided horizontal members 5a and 5b are bolted together to limit the folding of the refractive horizontal member 5, and the vertical member 14 and the scaffolding for the refractive horizontal member 5 and the scaffold. 7 is connected so that the scaffolding 7 is suspended from the refraction horizontal member 5 immediately above when the folding support 1 is in the standing posture. Further, the handle is changed, the folding supporter 1 is lifted by a lifting machine, and the folding support B is placed on the foundation material 16 in a state where the folding surface B is oriented in the bridge axis direction (the axial direction of the foundation material 16). While moving the foldable support 1 on the base material 16, the distance between the bolt holes provided in the base plate 6 of the support column 2 and the distance between the bolt holes in the flange portion of the base material 16 are fixed with bolts and folded. The installation work of the formula supporter 1 is completed. At this time, the space | interval of the support | pillar 2 which comprises the folding surface B can also be adjusted by shifting the position of the bolt hole 10c with the coupling bracket 10b, and the bolt hole 11a of the mounting tool 11 as needed.
When the construction work of the bridge girder is completed, the folding work is folded in the reverse procedure to that for assembling the folding support 1. Specifically, the folding supporter 1 was lifted by a lifting machine, and the folding supporter 1 was laid down so that either one of the fixed surfaces A was on the lower side, and the weight was still deposited in the lifting machine. In this state, the vertical member 14 is removed from the scaffold 7, the bolt fixing between the stiffeners 55 a and 55 b is released, and the bolt fixing between the base material 16 and the base plate 6 is released. Then, it folds, using the dead weight of the foldable support 1 to gradually lower the upper fixed surface A. The folded supporter 1 in the folded state is placed on a transport vehicle and returned to the warehouse or factory.

(その他の実施形態)
実施形態1では、固定面Aを構成する支柱2(支柱2a−支柱2b、又は支柱2c−支柱2d)が2本の場合で説明したが、これに限らず、3本以上の支柱2で固定面Aを構成することもできる。この場合、支柱2の本数に合わせて固定水平材3と斜材4も増え、例えば、固定面Aを構成する支柱2を3本、固定水平材3の設置段数を3段とした場合、固定水平材3は6本、斜材4は4組配置されることとなる。
(Other embodiments)
In the first embodiment, the description has been given of the case where there are two columns 2 (columns 2a-columns 2b or columns 2c-columns 2d) constituting the fixed surface A. However, the present invention is not limited to this, and the columns 2 are fixed by three or more columns 2. Surface A can also be configured. In this case, the number of fixed horizontal members 3 and diagonal members 4 is increased in accordance with the number of support columns 2. For example, when three support columns 2 constituting the fixed surface A are installed and the number of installation stages of the fixed horizontal member 3 is three, fixed Six horizontal members 3 and four pairs of diagonal members 4 are arranged.

また、本願発明の折り畳み式支保工1は、実施形態1に示すように1体を単独で利用することもできるが、2体以上の折り畳み式支保工1を1組のユニットとして利用することもできる。このユニットの組み合わせは、2以上の折り畳み式支保工1を横方向(X軸方向やY軸方向)に並べて連結してもよいし、2以上の折り畳み式支保工1を縦方向(Z軸方向)に並べて連結してもよい。 The folding support 1 of the present invention can be used alone as shown in the first embodiment, but two or more folding supports 1 can be used as a unit. it can. In this unit combination, two or more folding supporters 1 may be connected side by side in the horizontal direction (X-axis direction or Y-axis direction), or two or more folding supporters 1 may be connected in the vertical direction (Z-axis direction). ) May be connected side by side.

本願発明の折り畳み式支保工は、橋桁の架設に限らず、構造物スラブのコンクリート打設等に利用することが可能であり、同様の構造で折り畳み式足場としても応用することができる。   The folding support structure of the present invention is not limited to bridge girder construction but can be used for concrete placement of a structure slab, and can also be applied as a folding scaffold with the same structure.

1 折り畳み式支保工
2 支柱
2a (第1の)支柱
2b (第2の)支柱
2c (第3の)支柱
2d (第4の)支柱
3 固定水平材
4 斜材
5 屈折水平材
5a (第1の)分割水平材
5b (第2の)分割水平材
51a(分割水平材の)主材
51b(分割水平材の)主材
52a(分割水平材の)接合側接続板
52b(分割水平材の)接合側接続板
53a(分割水平材の)支柱側接続板
53b(分割水平材の)支柱側接続板
54a(接合側接続板の)ピン挿入孔
54b(接合側接続板の)ピン挿入孔
55a(接合部の)スティフナー
55b(接合部の)スティフナー
56a(ボルト孔支柱側接続板の)ピン挿入孔
56b(ボルト孔支柱側接続板の)ピン挿入孔
57 (接合部Fでの)ピン
58 鉛直材取付金具
6 ベースプレート
7 足場
7a (第1の)分割足場面
7b (第2の)分割足場面
71a(分割足場面の)連結具
71b(分割足場面の)連結具
72a(連結具の)ピン挿入孔
72b(連結具の)ピン挿入孔
8 手すり
9 タラップ
10 取合ブラケット
10a 取合ブラケット底板
10b 取合ブラケット側板
10c (取合ブラケット側板の)ボルト孔
10d (取合ブラケット側板の)予備孔
10e (取合ブラケット底板の)ピン挿入孔
11 装着具
11a (取合ブラケット側板の)ボルト孔
12 (取合ブラケットでの)ピン
13 足場用取付具
13a(足場用取付具の)ピン挿入孔
14 (足場を吊る)鉛直材
15 (足場の)開口部
16 基礎材
A 固定面
B 折り畳み面
F (分割水平材の)接合部
DESCRIPTION OF SYMBOLS 1 Folding support 2 Support 2a (1st) support 2b (2nd) support 2c (3rd) support 2d (4th) support 3 Fixed horizontal material 4 Diagonal material 5 Refraction horizontal material 5a (First Split horizontal material 5b (second) split horizontal material 51a (divided horizontal material) main material 51b (divided horizontal material) main material 52a (divided horizontal material) joint side connection plate 52b (divided horizontal material) Joint side connection plate 53a (divided horizontal member) post side connection plate 53b (partial horizontal member) post side connection plate 54a (joint side connection plate) pin insertion hole 54b (joint side connection plate) pin insertion hole 55a (joint side connection plate) Stiffener 55b (for joint) Stiffener 56a (for bolt hole strut side connection plate) pin insertion hole 56b (for bolt hole strut side connection plate) pin insertion hole 57 (at joint F) pin 58 Vertical material Mounting bracket 6 Base plate 7 Scaffold a (first) split foot scene 7b (second) split foot scene 71a (for split foot scene) connector 71b (for split foot scene) connector 72a (for connector) pin insertion hole 72b (for connector) ) Pin insertion hole 8 Handrail 9 Trap 10 Joint bracket 10a Joint bracket bottom plate 10b Joint bracket side plate 10c Bolt hole 10d (on the joint bracket side plate) Spare hole 10e (on the joint bracket bottom plate) Pin insertion hole 11 Mounting tool 11a Bolt hole (on the coupling bracket side plate) 12 Pin (on the coupling bracket) 13 Scaffolding attachment 13a (scaffolding attachment) Pin insertion hole 14 (suspending scaffold) vertical material 15 (Scaffold) opening 16 Foundation material A Fixed surface B Folding surface F Joint of split horizontal material

Claims (5)

4本以上の支柱とこれら支柱間を連結する水平材を有し、折り畳みが可能である折り畳み式支保工において、
固定面と、2面の折り畳み面と、を備え、
前記固定面は、複数の支柱と固定水平材と斜材を有し、これら支柱間が斜材及び固定水平材で連結される構造であり、
前記折り畳み面は、2本の支柱と屈折水平材を有し、これら支柱間が斜材を設けずに屈折水平材で連結される構造であり、
前記屈折水平材は、2つの分割水平材からなり、
前記分割水平材の一端が支柱に回転自在に連結されるとともに、2つの分割水平材がそれぞれ軸方向に突き合わせられて回転自在に連結されることによって、前記折り畳み面が折り畳み可能であることを特徴とする折り畳み式支保工。
In a foldable support that has four or more struts and a horizontal member that connects these struts and can be folded,
A fixed surface and two folding surfaces;
The fixed surface has a plurality of support columns, a fixed horizontal material, and a diagonal material, and the structure between the support columns is connected with the diagonal material and the fixed horizontal material,
The folding surface has two struts and a refractive horizontal member, and the struts are connected by a refractive horizontal member without providing a diagonal member,
The refractive horizontal member is composed of two divided horizontal members,
One end of the divided horizontal member is rotatably connected to the support column, and the two divided horizontal members are each axially abutted and rotatably connected, whereby the folding surface can be folded. Folding support work.
請求項1記載の折り畳み式支保工において、
分割水平材と支柱との連結構造、及び一方の分割水平材と他方の分割水平材との連結構造が、支柱の軸方向と略平行するピンを用いたピン結合であり、
分割水平材と支柱との連結構造、及び両方の分割水平材の連結構造が、支柱の軸方向に略垂直する面内で回転自在であることを特徴とする折り畳み式支保工。
In the folding support structure according to claim 1,
The connection structure between the divided horizontal member and the support column, and the connection structure of one divided horizontal member and the other divided horizontal member are pin connections using pins that are substantially parallel to the axial direction of the support member,
A folding support structure characterized in that the connecting structure of the divided horizontal member and the support column and the connecting structure of both divided horizontal members are rotatable in a plane substantially perpendicular to the axial direction of the support member.
請求項2記載の折り畳み式支保工において、
分割水平材の支柱端部に設けられたピン挿入孔と、支柱に連結されるブラケットに設けられたピン挿入孔に、ピンを挿入することで分割水平材と支柱が回転自在に連結され、
前記ブラケットは、前記支柱に固定された装着具にボルト固定され、
前記ブラケットに設けられたボルト挿入用のボルト孔と、前記装着具に設けられたボルト挿入用のボルト孔の、どちらか一方のボルト孔、又は双方のボルト孔を長孔とすることによって、折り畳み面を構成する2本の支柱間幅を調整可能としたことを特徴とする折り畳み式支保工。
In the folding support structure according to claim 2,
The split horizontal member and the column are rotatably connected by inserting a pin into the pin insertion hole provided in the column end of the divided horizontal member and the pin insertion hole provided in the bracket connected to the column,
The bracket is bolted to a mounting tool fixed to the column,
Folding is performed by making either one of the bolt holes of the bolt insertion provided in the bracket and the bolt hole for bolt insertion provided in the mounting tool, or both of the bolt holes long. A foldable support structure characterized in that the width between two struts constituting the surface can be adjusted.
請求項1乃至請求項3のいずれかに記載の折り畳み式支保工において、
折り畳み面に、2段以上の水平材が配置されたことを特徴とする折り畳み式支保工。
In the foldable support structure according to any one of claims 1 to 3,
A foldable support structure in which two or more horizontal members are arranged on the folding surface.
請求項1乃至請求項4のいずれかに記載の折り畳み式支保工において、
2面の分割面から構成される足場面を備え、
前記分割面の一辺が固定面内に回転自在に連結されるとともに、2つの分割面がそれぞれ略同一面上となるように突き合わせられて回転自在に連結されることによって、前記足場面が折り畳み可能となり、折り畳み面が折り畳み可能であることを特徴とする折り畳み式支保工。
In the foldable support structure according to any one of claims 1 to 4,
It has a foot scene composed of two split surfaces,
One side of the split surface is rotatably connected to a fixed surface, and the two split surfaces are abutted so as to be substantially on the same plane and are rotatably connected, so that the foot scene can be folded. The folding support is characterized in that the folding surface can be folded.
JP2010139099A 2010-06-18 2010-06-18 Foldable timbering Pending JP2012001997A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013237285A (en) * 2012-05-11 2013-11-28 Kobe Steel Ltd Cab elevating device
CN104481142A (en) * 2014-12-22 2015-04-01 山东万鑫建设有限公司 Construction method of paired column formwork synchronous interlocking support system
CN110904857A (en) * 2019-12-30 2020-03-24 中国铁建投资集团有限公司 Temporary buckling tower installation method for self-anchored suspension bridge construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0518103A (en) * 1991-07-16 1993-01-26 Hory Corp Folding scaffold unit
JPH078416U (en) * 1993-06-30 1995-02-07 川重工事株式会社 Support structure
JPH07139149A (en) * 1993-11-16 1995-05-30 Japan Steels Internatl Kk Foldable type scaffolding rack for building work
JPH09195530A (en) * 1996-01-22 1997-07-29 Tatsuo Ono Support
JPH1162218A (en) * 1997-08-08 1999-03-05 Hitachi Plant Eng & Constr Co Ltd Beam member connecting construction and scaffold device for elevated level

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0518103A (en) * 1991-07-16 1993-01-26 Hory Corp Folding scaffold unit
JPH078416U (en) * 1993-06-30 1995-02-07 川重工事株式会社 Support structure
JPH07139149A (en) * 1993-11-16 1995-05-30 Japan Steels Internatl Kk Foldable type scaffolding rack for building work
JPH09195530A (en) * 1996-01-22 1997-07-29 Tatsuo Ono Support
JPH1162218A (en) * 1997-08-08 1999-03-05 Hitachi Plant Eng & Constr Co Ltd Beam member connecting construction and scaffold device for elevated level

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013237285A (en) * 2012-05-11 2013-11-28 Kobe Steel Ltd Cab elevating device
CN104481142A (en) * 2014-12-22 2015-04-01 山东万鑫建设有限公司 Construction method of paired column formwork synchronous interlocking support system
CN110904857A (en) * 2019-12-30 2020-03-24 中国铁建投资集团有限公司 Temporary buckling tower installation method for self-anchored suspension bridge construction

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