JP2017166243A - Skeleton structure - Google Patents

Skeleton structure Download PDF

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JP2017166243A
JP2017166243A JP2016053494A JP2016053494A JP2017166243A JP 2017166243 A JP2017166243 A JP 2017166243A JP 2016053494 A JP2016053494 A JP 2016053494A JP 2016053494 A JP2016053494 A JP 2016053494A JP 2017166243 A JP2017166243 A JP 2017166243A
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positioning
frame structure
roof material
roof
members
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JP6452253B2 (en
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高山 敏彦
Toshihiko Takayama
敏彦 高山
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San E Protent Co Ltd
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San E Protent Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a skeleton structure for simply and easily positioning and connecting a column material and a roof material for constituting the skeleton structure.SOLUTION: In a skeleton structure used as a curtain body stretching skeleton such as a large-sized temporary tent, connection means 20 for detachably connecting a column material 1 and a roof material 2 and positioning means 21 for positioning the column material 1 and the roof material 2, are respectively provided between the column material 1 and the roof material 2 of a main bone body. The connection means 20 comprises a pair of connection plates oppositely provided in an upper end part of the column material 1 and a lower end part of the roof material 2 and abutting in a surface-contact state and a fastener for fastening and fixing the pair of connection plates of abutting in the surface-contact state. The positioning means 21 comprises a positioning pin provided in a projection state to one connection plate of the connection means 20 and forming a tip part in a semielliptical body shape or a semispherical body shape or a tapering-off shape and a positioning hole formed on the other connection plate of the connection means 20 and inserting the positioning pin.SELECTED DRAWING: Figure 5

Description

本発明は、例えば、ごみ焼却炉の解体時にごみ焼却炉全体を覆う大型の仮設テントの幕体張設用躯体や大型のテント倉庫の幕体張設用躯体、或いは、マンション等の建物の構築時又は解体時に建物の周囲を囲う仮設足場の幕体張設用躯体として使用される骨組構造物に係り、特に、骨組構造物を構築する際に、骨組構造物を構成する柱材と屋根材の位置決め及び連結を簡単且つ容易に行えるようにした骨組構造物に関するものである。   The present invention is, for example, the construction of a large-scale temporary tent curtain body extension casing, a large tent warehouse curtain extension chassis, or a building such as a condominium, which covers the entire waste incinerator when the waste incinerator is dismantled The present invention relates to a frame structure used as a frame for extending a curtain of a temporary scaffold that surrounds a building at the time of dismantling or dismantling, and in particular, when building a frame structure, a pillar material and a roof material constituting the frame structure The present invention relates to a frame structure that can easily and easily be positioned and connected.

従来、大型の仮設テントやテント倉庫、仮設足場等の骨組構造物としては、例えば、本件出願人が先に開発した特開平09−209613号公報、特開2009−150083号公報、特開2011−241585号公報及び特開2011−246881号公報に開示されたテントフレームが知られている。   Conventionally, as a frame structure such as a large temporary tent, a tent warehouse, and a temporary scaffold, for example, JP 09-209613 A, JP 2009-150083 A, and JP 2011-2011 previously developed by the applicant of the present application. There are known tent frames disclosed in Japanese Patent Nos. 241585 and 2011-246881.

即ち、前記テントフレーム(骨組構造物)は、図示していないが、左右対向状に配設した柱材及び柱材の上端部に横向き姿勢で連結された屋根材により門型の主骨体を形成し、この門型の主骨体を前後方向に所定の間隔を置いて複数配設すると共に、前後方向に隣接する門型の主骨体を筋交及び桁材等の連結体で連結したものである。   That is, the tent frame (framework structure) is not shown in the drawing, but the columnar main frame body is formed by the columnar material arranged in the left-right direction and the roof material connected in a lateral posture to the upper end of the columnar material. The portal main body is formed by arranging a plurality of portal main bodies at predetermined intervals in the front-rear direction, and the portal main bodies adjacent in the front-rear direction are connected by connecting members such as braces and girders. Is.

而して、大型の前記テントフレーム(骨組構造物)を現場において構築する際には、図示していないが、先ず、主骨体の柱材を左右一対の状態で前後方向に所定の間隔を空けて地面に立て、前後方向に隣接する柱材を筋交及び桁材等の連結体で連結して丁度作業用足場のように自立させる。次に、地上において主骨体の屋根材を左右の柱材の間隔と同じ間隔になるように組み立てると共に、組み立てた屋根材を柱材の前後方向の間隔と同じ間隔になるように前後方向に並べ、前後方向に隣接する複数の屋根材を筋交及び桁材等の連結体で連結して一つのブロックとする。その後、一つのブロックとした屋根材をクレーン等で持ち上げ、屋根材の両端部を左右の柱材の上端部にそれぞれ連結する。以下同様にして、一つのブロックとした屋根材を順次左右の柱材の上端部に連結して行き、屋根材により屋根を形成するようにしている。   Thus, when constructing the large tent frame (frame structure) in the field, although not shown in the drawing, first, the pillars of the main body are paired on the left and right sides with a predetermined interval in the front-rear direction. It stands on the ground, and the pillars adjacent in the front-rear direction are connected by connecting members such as braces and girders so that they are self-supporting just like a working scaffold. Next, on the ground, assemble the roof material of the main frame so that it is the same spacing as the spacing of the left and right pillars, and the assembled roofing material in the longitudinal direction so that it is the same spacing as the longitudinal spacing of the pillars A plurality of roofing materials that are arranged side by side in the front-rear direction are connected by a connecting body such as a bracing and a girder to form one block. Then, the roof material made into one block is lifted with a crane etc., and the both ends of a roof material are each connected with the upper end part of a right-and-left pillar material. Similarly, the roof material made into one block is sequentially connected to the upper ends of the left and right column members, and the roof is formed by the roof material.

このように、大型のテントフレーム(骨組構造物)においては、複数の屋根材を地上で組み立てて一つのブロックとし、一つのブロックとした屋根材をクレーン等で持ち上げ、屋根材の両端部を左右の柱材の上端部にそれぞれ連結するようにしている。このとき、左右の柱材と屋根材の連結は、通常左右の柱材の上端部に設けたフランジ状の連結板と、屋根材の両端部に設けたフランジ状の連結板とを重ね合わせ、両連結板をボルト・ナット等の緊締具で締め付けることにより行われている。   In this way, in a large tent frame (framework structure), a plurality of roofing materials are assembled on the ground into one block, and the roofing material made into one block is lifted with a crane or the like, and both ends of the roofing material are left and right. It connects with the upper end part of each column material. At this time, the connection between the left and right pillars and the roofing material is usually performed by overlapping the flange-like connection plates provided at the upper ends of the left and right pillars with the flange-like connection plates provided at both ends of the roofing material, This is done by tightening both connecting plates with fasteners such as bolts and nuts.

しかしながら、前記テントフレーム(骨組構造物)においては、地面に自立させた左右の柱材が少し傾いた状態で設置されることがあり、この場合には、左右の柱材の上端部間の距離と屋根材の両端部間の距離が同じ寸法にならない。特に、大型のテントフレームでは、左右の柱材がほんの少し傾いただけでも、左右の柱材の上端部間の距離が所定の寸法から大きく外れることになる。   However, in the tent frame (frame structure), the left and right pillars that are self-supporting on the ground may be installed in a slightly inclined state. In this case, the distance between the upper ends of the left and right pillars And the distance between both ends of the roofing material is not the same dimension. In particular, in a large tent frame, even if the left and right column members are slightly tilted, the distance between the upper end portions of the left and right column members is greatly deviated from a predetermined dimension.

その結果、左右の柱材の上端部に設けた連結板と屋根材の両端部に設けた連結板との位置決めに手数がかかり、柱材と屋根材の連結を簡単且つ容易に行えず、骨組構造物の構築に多大な時間と労力を要すると言う問題があった。   As a result, it takes time to position the connecting plates provided at the upper ends of the left and right column members and the connecting plates provided at both ends of the roof material, and the connection between the column members and the roof material cannot be performed easily and easily. There was a problem that it took a lot of time and labor to construct the structure.

尚、特開平09−209613号公報には、屋根材の下端部に設けた連結管を柱材の縦管上端部に挿入することによって、支柱と屋根材の位置決めを行えるようにしたテントフレームが記載されている。   Japanese Patent Application Laid-Open No. 09-209613 discloses a tent frame that allows positioning of a column and a roof material by inserting a connecting pipe provided at a lower end portion of the roof material into an upper end portion of a vertical pipe of the column material. Have been described.

しかし、前記テントフレームは、パイプ状の連結管を同じくパイプ状の縦管に挿入して位置決めするようにしているため、縦管への連結管の挿入を簡単且つ容易に行えず、柱材と屋根材の連結に手数がかかって骨組構造物の構築に多大な時間と労力を要すると言う問題があった。   However, since the tent frame is positioned by inserting the pipe-shaped connecting pipe into the pipe-shaped vertical pipe, the connecting pipe cannot be easily and easily inserted into the vertical pipe. There is a problem that it takes a lot of time and labor to construct the frame structure because it takes time to connect the roofing materials.

特開平09−209613号公報JP 09-209613 A 特開2009−150083号公報JP 2009-150083 A 特開2011−241585号公報JP 2011-241585 A 特開2011−246881号公報JP 2011-246881 A

本発明は、このような問題点に鑑みて為されたものであり、その目的は、骨組構造物を構築する際に、骨組構造物を構成する柱材と屋根材の位置決め及び連結を簡単且つ容易に行えるようにした骨組構造物を提供することにある。   The present invention has been made in view of such problems, and its purpose is to easily position and connect the pillar material and the roof material constituting the frame structure when the frame structure is constructed. An object of the present invention is to provide a frame structure that can be easily performed.

上記目的を達成するために、本発明に係る骨組構造物は、柱材及び柱材の上端部に連結された屋根材から成り、前後方向に所定の間隔を置いて配設された複数の主骨体と、前後方向に隣接する主骨体間に設けられ、前後方向に隣接する主骨体を連結する複数の連結体とを備え、大型の仮設テント、テント倉庫又は仮設足場の幕体張設用躯体として使用される骨組構造物であって、前記主骨体を構成する柱材と屋根材との間に、柱材と屋根材を着脱自在に連結する連結手段と、柱材と屋根材を位置決めする位置決め手段とをそれぞれ設け、前記連結手段は、柱材の上端部及び屋根材の下端部に対向状に設けられ、面接触状態で当接する一対の連結板と、面接触状態で当接した一対の連結板を締め付け固定する緊締具とを備え、また、前記位置決め手段は、連結手段の一方の連結板に突出状態で設けられ、先端部が半楕円体形状又は半球体形状若しくは先窄まり形状に形成された位置決めピンと、連結手段の他方の連結板に形成され、前記位置決めピンが挿入される位置決め穴とを備えていることを特徴とする。   In order to achieve the above object, a frame structure according to the present invention is composed of a pillar material and a roof material connected to the upper end of the pillar material, and a plurality of main structures arranged at predetermined intervals in the front-rear direction. A large body of a temporary tent, a tent warehouse, or a temporary scaffold, comprising a bone body and a plurality of coupling bodies which are provided between the main bone bodies adjacent in the front-rear direction and connect the main bone bodies adjacent in the front-rear direction; A frame structure used as an installation frame, wherein the column member and the roof material are detachably connected between the column material and the roof material constituting the main frame body, and the column material and the roof. Positioning means for positioning the material, each of the connecting means is provided opposite to the upper end portion of the pillar material and the lower end portion of the roof material, and a pair of connecting plates abutting in a surface contact state, and in a surface contact state A fastening tool for fastening and fixing the pair of contact plates that are in contact with each other. The means is provided in a protruding state on one connecting plate of the connecting means, and is formed on a positioning pin whose tip is formed in a semi-ellipsoidal shape, a hemispherical shape or a tapered shape, and the other connecting plate of the connecting means. And a positioning hole into which the positioning pin is inserted.

前記主骨体の柱材及び屋根材は、少なくとも一定寸法の骨組構造物用構造材を直列状に連結することにより構成されており、隣接する骨組構造物用構造材間に、骨組構造物用構造材同士を着脱自在に連結する連結手段と、隣接する骨組構造物用構造材同士を位置決めする位置決め手段とをそれぞれ設け、前記連結手段は、隣接する骨組構造物用構造材の対向する端部に対向状に設けられ、面接触状態で当接する一対の連結板と、面接触状態で当接した一対の連結板を締め付け固定する緊締具とを備え、また、前記位置決め手段は、連結手段の一方の連結板に突出状態で設けられ、先端部が半楕円体形状又は半球体形状若しくは先窄まり形状に形成された位置決めピンと、連結手段の他方の連結板に形成され、前記位置決めピンが挿入される位置決め穴とを備えていることが好ましい。   The pillar member and the roof member of the main frame body are configured by connecting at least a certain size of a structural member for a frame structure in series, and between the adjacent structural members for the frame structure. A connecting means for detachably connecting the structural materials and a positioning means for positioning the adjacent structural materials for the frame structure are provided, respectively, and the connecting means is an opposite end of the adjacent structural material for the frame structure And a pair of connecting plates that come into contact with each other in a surface contact state, and a tightening tool that fastens and fixes the pair of connection plates that come in contact with each other in a surface contact state. A positioning pin provided in a protruding state on one connecting plate and having a tip formed in a semi-ellipsoidal shape, a hemispherical shape, or a tapered shape, and the other connecting plate of the connecting means, the positioning pin being inserted As much as It is preferable that a determined hole.

前記位置決め穴は、位置決めピンが位置決めされた状態で挿入される環状のストレート面と、ストレート面に連設して連結板の表面へ行くに従って漸次内径が拡大する環状のテーパ面とを備えていることが好ましい。   The positioning hole includes an annular straight surface that is inserted in a state where the positioning pin is positioned, and an annular taper surface that is connected to the straight surface and gradually increases in inner diameter as it goes to the surface of the connecting plate. It is preferable.

前記位置決め穴のストレート面とテーパ面との境界部分及びテーパ面と連結板の表面との境界部分にそれぞれアールをつけることが好ましい。   It is preferable that a radius is given to the boundary portion between the straight surface and the tapered surface of the positioning hole and the boundary portion between the tapered surface and the surface of the connecting plate.

本発明の骨組構造物は、骨組構造物を構成する主骨体の柱材と屋根材との間に、柱材及び屋根材を着脱自在に連結する連結手段と、柱材及び屋根材を位置決めする位置決め手段とをそれぞれ設け、前記柱材の上端部及び屋根材の下端部に、連結手段を形成する連結板を対向状に取り付け、一方の連結板に位置決め手段を形成する位置決めピンを突出状態で設けると共に、他方の連結板に前記位置決めピンが挿入される位置決め穴を形成し、前記位置決めピンの先端部を半楕円体形状又は半球体形状若しくは先窄まり形状に形成しているため、前記位置決めピンの位置決め穴への挿入を簡単且つ容易に行え、柱材に取り付けた連結板と屋根材に取り付けた連結板との位置決めを短時間で行える。
その結果、本発明の骨組構造物は、柱材と屋根材の連結を簡単且つ容易に行え、骨組構造物の構築に多大な時間と労力を要すると言うこともない。
In the frame structure of the present invention, the connecting means for detachably connecting the column material and the roof material, and the column material and the roof material are positioned between the column material and the roof material of the main frame constituting the frame structure. And a positioning plate for forming the positioning means on one of the connecting plates protruding from the upper end portion of the column member and the lower end portion of the roof material. And a positioning hole into which the positioning pin is inserted is formed in the other connecting plate, and the tip of the positioning pin is formed in a semi-ellipsoidal shape, a hemispherical shape, or a tapered shape. The positioning pin can be easily and easily inserted into the positioning hole, and the connection plate attached to the column member and the connection plate attached to the roof material can be positioned in a short time.
As a result, the frame structure of the present invention can easily and easily connect the pillar material and the roof material, and it does not take much time and labor to construct the frame structure.

また、本発明の骨組構造物は、主骨体の柱材及び屋根材が少なくとも一定寸法の骨組構造物用構造材を直列状に連結することにより構成されており、隣接する骨組構造物用構造材間に、柱材と屋根材との間に設けた連結手段及び位置決め手段と同じ連結手段及び位置決め手段をそれぞれ設けているため、骨組構造物用構造材同士の位置決めを短時間で行えると共に、骨組構造物用構造材同士の連結を簡単且つ容易に行える。   In the frame structure of the present invention, the pillar material and the roof material of the main frame body are configured by connecting the structure material for the frame structure having at least a certain size in series, and the structure for the adjacent frame structure Since the same connecting means and positioning means as the connecting means and positioning means provided between the pillar material and the roof material are provided between the materials, respectively, the positioning of the structural members for the frame structure can be performed in a short time, The structural members for the frame structure can be connected easily and easily.

更に、本発明の骨組構造物は、主骨体の柱材及び屋根材が少なくとも一定寸法の骨組構造物用構造材を直列状に連結することにより構成されているため、組み立てする前には現場までの運搬を容易に行えると共に、収納スペースが小さくて済み、保管にも便利であり、また、直列状に連結する骨組構造物用構造材の数を変えることにより所望の長さの柱材や屋根材を構成することができ、所望の大きさの骨組構造物を構築することができる。   Furthermore, the frame structure of the present invention is constituted by connecting the structural members for the frame structure of at least a certain size in series with the pillar material and the roof material of the main frame body. Can be easily transported, and the storage space is small, which is convenient for storage. Also, by changing the number of structural members for the frame structure to be connected in series, A roofing material can be comprised and the frame structure of a desired magnitude | size can be constructed | assembled.

更に、本発明の骨組構造物は、位置決めピンが挿入される位置決め穴が、環状のストレート面と、ストレート面に連設して連結板の表面へ行くに従って漸次内径が拡大する環状のテーパ面とを備えているため、位置決めピンの位置決め穴への挿入をより簡単且つ容易に行え、位置決めをより短時間で行える。   Further, in the frame structure of the present invention, the positioning hole into which the positioning pin is inserted has an annular straight surface, and an annular taper surface that is connected to the straight surface and gradually increases in inner diameter as it goes to the surface of the connecting plate. Therefore, the positioning pin can be easily and easily inserted into the positioning hole, and positioning can be performed in a shorter time.

更に、本発明の骨組構造物は、位置決め穴のストレート面とテーパ面との境界部分及びテーパ面と連結板の表面との境界部分にそれぞれアールをつけているため、位置決めピンが位置決め穴に円滑且つスムースに挿入されて行く。   Furthermore, since the frame structure of the present invention is rounded at the boundary portion between the straight surface and the taper surface of the positioning hole and the boundary portion between the taper surface and the surface of the connecting plate, the positioning pin is smooth in the positioning hole. And it is inserted smoothly.

本発明に係る骨組構造物の一実施形態を示し、例えば、ごみ焼却炉全体を覆う大型の仮設テントの幕体張設用躯体を構成した場合の骨組構造物の一部省略正面図である。1 shows an embodiment of a frame structure according to the present invention, and is, for example, a partially omitted front view of the frame structure in a case where a large-scale temporary tent curtain body extension casing covering the entire waste incinerator is configured. FIG. 同じく骨組構造物の一部省略側面図である。It is a partially omitted side view of the frame structure. 同じく骨組構造物の要部の拡大正面図である。It is an enlarged front view of the principal part of a frame structure similarly. 同じく骨組構造物の要部の拡大側面図である。It is an enlarged side view of the principal part of a frame structure similarly. 骨組構造物の主骨体を構成する柱材と屋根材を分離した状態の要部の拡大正面図である。It is an enlarged front view of the principal part of the state which isolate | separated the pillar material and roof material which comprise the main frame of a frame structure. 柱材及び屋根材を構成する骨組構造物用構造材の正面図である。It is a front view of the structural material for frame structures which comprises a pillar material and a roof material. 同じく骨組構造物用構造材の側面図である。It is a side view of the structural material for frame structures similarly. 足場板の斜視図である。It is a perspective view of a scaffold board. 通し桟の正面図である。It is a front view of a crosspiece. 縦向き姿勢の筋交の正面図である。It is a front view of the bracing of a vertical posture. 手摺の正面図である。It is a front view of a handrail. 下桟の正面図である。It is a front view of a lower rail. 水平姿勢の筋交の正面図である。It is a front view of the bracing of a horizontal posture. 主骨体を構成する柱材と屋根材の連結部分の拡大断面図である。It is an expanded sectional view of the connection part of the pillar material and roof material which comprise a main skeleton. 図14のA−A線断面図である。It is AA sectional view taken on the line of FIG. 主骨体の柱材と屋根材の連結部分を分離した状態の拡大断面図である。It is an expanded sectional view of the state which isolate | separated the connection part of the pillar material and roof material of a main frame. 主骨体の柱材と屋根材の連結部分の他の例を示す拡大断面図である。It is an expanded sectional view which shows the other example of the connection part of the pillar material and roof material of a main frame. 主骨体の柱材と屋根材の連結部分の更に他の例を示す拡大断面図である。It is an expanded sectional view which shows the further another example of the connection part of the pillar material of a main frame body, and a roof material. 主骨体の柱材と屋根材の連結部分の更に他の例を示す拡大断面図である。It is an expanded sectional view which shows the further another example of the connection part of the pillar material of a main frame body, and a roof material. 主骨体の柱材と屋根材の連結部分の更に他の例を示す拡大断面図である。It is an expanded sectional view which shows the further another example of the connection part of the pillar material of a main frame body, and a roof material. 柱材及び屋根材を構成する骨組構造物用構造材同士の連結部分の拡大断面図である。It is an expanded sectional view of the connection part of the structural materials for frame structures which comprise a pillar material and a roof material. 屋根材を構成する中間連結材と骨組構造物用構造材の連結部分の拡大断面図である。It is an expanded sectional view of the connection part of the intermediate connection material which comprises a roof material, and the structural material for frame structures. 屋根材を構成する先端連結材と骨組構造物用構造材の連結部分の拡大断面図である。It is an expanded sectional view of the connection part of the front-end | tip connection material which comprises a roof material, and the structural material for frame structures.

以下、本発明の一実施形態を図面に基づいて詳細に説明する。
図1〜図4は本発明の一実施形態に係る骨組構造物を示し、当該骨組構造物は、例えば、ごみ焼却炉の解体時にごみ焼却炉全体を覆う大型の仮設テントの幕体張設用躯体(テントフレーム)に構成されている。
Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.
1 to 4 show a frame structure according to an embodiment of the present invention. The frame structure is, for example, for extending a curtain body of a large-scale temporary tent that covers the entire waste incinerator when the waste incinerator is dismantled. It is composed of a frame (tent frame).

即ち、前記骨組構造物(幕体張設用躯体)は、柱材1及び柱材1の上端部に着脱自在に連結された屋根材2から成り、前後方向に所定の間隔を置いて配設された複数の主骨体3と、前後方向に隣接する主骨体3の柱材1間及び屋根材2間に着脱自在に設けられ、前後方向に隣接する主骨体3を連結する連結体(複数の縦向き姿勢の筋交4、複数の水平姿勢の筋交5及び複数の通し桟6から成る)と、前後方向に隣接する主骨体3の柱材1間に着脱自在に架設される複数の足場板7及び階段(図示省略)と、前後方向に隣接する前記主骨体3の柱材1間に着脱自在に設けられ、作業員の転落を防止するための複数の水平姿勢の手摺8及び下桟9とを備えており、骨組構造物全体を幕体(図示省略)で覆うことによりごみ焼却炉全体を覆う仮設テントに構成される。   That is, the frame structure (frame body extending frame) is composed of a column member 1 and a roof member 2 that is detachably connected to the upper end of the column member 1, and is arranged at a predetermined interval in the front-rear direction. A plurality of main frames 3 and a connecting body that is detachably provided between the pillars 1 of the main frames 3 adjacent in the front-rear direction and between the roofing materials 2 and connects the main frames 3 adjacent in the front-rear direction. (Consisting of a plurality of longitudinal bracings 4, a plurality of horizontal bracings 5 and a plurality of through bars 6) and a pillar member 1 of the main body 3 adjacent in the front-rear direction. A plurality of scaffolding plates 7 and stairs (not shown) and a pillar member 1 of the main body 3 adjacent in the front-rear direction are detachably provided, and have a plurality of horizontal postures for preventing the operator from falling. A handrail 8 and a lower rail 9 are provided, and the temporary structure covering the entire waste incinerator by covering the entire frame structure with curtains (not shown). Configured in the door.

前記主骨体3は、図1に示す如く、左右方向に所定の間隔を置いて配設された起立姿勢の左右の柱材1と、左右の柱材1の上端部に着脱自在に連結された山形の屋根材2とから構成されており、両流れタイプの骨組構造物となるように門型に形成されている。   As shown in FIG. 1, the main body 3 is detachably connected to the left and right column members 1 in a standing posture and disposed at predetermined intervals in the left and right directions, and the upper ends of the left and right column members 1. The mountain-shaped roof material 2 is formed in a gate shape so as to be a double-flow type frame structure.

具体的には、前記左右の柱材1は、図1に示す如く、一定寸法の骨組構造物用構造材10を直列状に着脱自在に連結することにより構成されている。この実施形態においては、左右の柱材1は、四つの骨組構造物用構造材10を直列状に着脱自在に連結することにより構成されている。   Specifically, as shown in FIG. 1, the left and right pillar members 1 are configured by detachably connecting a structural member 10 for a frame structure having a certain size in series. In this embodiment, the left and right column members 1 are configured by detachably connecting four structural members for a frame structure 10 in series.

一方、前記屋根材2は、図1に示す如く、一定寸法の骨組構造物用構造材10を直列状に着脱自在に連結して成る一対の梁材2Aと、各梁材2Aを左右の柱材1の上端部に斜め上方を向く姿勢で連結する略L字状の中間連結材2Bと、各梁材2Aの先端部同士を連結する先端連結材2Cとから構成されている。この実施形態においては、屋根材2は、梁材2Aを構成する六つの骨組構造物用構造材10、二つの中間連結材2B及び一つの先端連結材2Cを直列状に着脱自在に連結することにより構成されている。   On the other hand, as shown in FIG. 1, the roof material 2 includes a pair of beam members 2A formed by detachably connecting a structural member 10 for a frame structure having a certain size in series, and each beam member 2A is connected to left and right columns. It consists of a substantially L-shaped intermediate connecting member 2B that is connected to the upper end of the material 1 in an obliquely upward position, and a tip connecting member 2C that connects the ends of each beam member 2A. In this embodiment, the roofing material 2 is configured such that the six structural members 10 for the frame structure, the two intermediate connecting members 2B, and the one end connecting member 2C constituting the beam member 2A are detachably connected in series. It is comprised by.

尚、ここで左右方向とは、骨組構造物の幅方向(図1の左右方向)を言い、前後方向とは、骨組構造物の奥行方向(図2の左右方向)を言う。また、一定寸法とは、骨組構造物用構造材10の運搬や取り扱いを容易に行えると共に、保管時に収納スペースが小さくて済む寸法を言う。   Here, the left-right direction refers to the width direction of the frame structure (left-right direction in FIG. 1), and the front-rear direction refers to the depth direction of the frame structure (left-right direction in FIG. 2). In addition, the fixed dimension means a dimension that allows easy transportation and handling of the structural member 10 for a frame structure and requires a small storage space during storage.

更に、この実施形態においては、前記骨組構造物の幅は約32.5mに、骨組構造物の柱材1の高さは17.5mにそれぞれ設定されている。   Further, in this embodiment, the width of the frame structure is set to about 32.5 m, and the height of the column member 1 of the frame structure is set to 17.5 m.

そして、前記主骨体3の柱材1と屋根材2を構成する骨組構造物用構造材10は、全て同じ構造、同じ形状及び同じ寸法に形成されている。   The structural members 10 for the frame structure constituting the pillar material 1 and the roof material 2 of the main frame 3 are all formed to have the same structure, the same shape, and the same dimensions.

即ち、前記骨組構造物用構造材10は、図3〜図7に示す如く、縦向き姿勢で対向状に配置された左右の縦材11と、左右の縦材11を連結する複数の斜材12と、左右の縦材11を連結する複数の横材13と、左右の縦材11に設けられ、水平姿勢の通し桟6が連結される複数の連結部14と、左右の縦材11に設けられ、縦向き姿勢の筋交4が連結される複数の縦向き筋交用係止具15と、左右の縦材11に設けられ、水平姿勢の手摺8が連結される複数の手摺用係止具16と、左右の縦材11に設けられ、水平姿勢の下桟9が連結される複数の下桟用係止具17と、各横材13に設けられ、水平姿勢の筋交5が連結される複数の水平筋交用係止具18と、一方の縦材11に設けられ、幕体(図示省略)を張設するための幕体張設用レール(図示省略)が取り付けられる複数の取付具19とを備えており、直列状に着脱自在に連結されて主骨体3の柱材1及び屋根材2を構成するものである。   That is, as shown in FIGS. 3 to 7, the structural member 10 for the frame structure is composed of a plurality of diagonal members that connect the left and right vertical members 11 arranged in the vertical posture and the left and right vertical members 11. 12, a plurality of horizontal members 13 that connect the left and right vertical members 11, a plurality of connecting portions 14 that are provided on the left and right vertical members 11, and that are connected to the horizontal crosspieces 6, and the left and right vertical members 11 A plurality of vertical bracing fasteners 15 connected to the vertical bracing 4 and a plurality of handrail anchors provided on the left and right vertical members 11 and connected to the horizontal handrail 8 A stopper 16, a plurality of lower beam stoppers 17 provided on the left and right vertical members 11 and connected to the lower beam 9 in a horizontal position, and a horizontal bracing 5 provided on each horizontal member 13. A plurality of horizontal bracing locks 18 to be connected to one of the vertical members 11, and a curtain tensioning lay for tensioning a curtain (not shown). (Not shown) and a plurality of fixtures 19 mounted is intended to be removably connected in series like constituting the pillar 1 and the roofing material 2 of the main bone body 3.

前記左右の縦材11は、図6に示す如く、何れも断面形状が四角形の金属製のパイプ部材から形成されており、一定の間隔を置いて縦向き姿勢で対向状に配置されている。尚、左右の縦材11の間隔は、横材13に着脱自在に係止される足場板7や階段(図示省略)の幅より広めに設定されている。   As shown in FIG. 6, the left and right vertical members 11 are each formed of a metal pipe member having a square cross-sectional shape, and are arranged in a vertical posture at regular intervals. Note that the interval between the left and right vertical members 11 is set wider than the width of the scaffolding plate 7 and the stairs (not shown) that are detachably locked to the horizontal member 13.

前記斜材12は、断面形状が長方形の金属製のパイプ部材から形成されており、図6に示す如く、左右の縦材11間に上下方向に沿って向きが交互になるようにトラス状に配設され、両端部が左右の縦材11に溶接されて左右の縦材11を連結している。この実施形態においては、斜材12は、左右の縦材11間に四本配設されており、向きが交互になるようになっている。   The diagonal member 12 is formed of a metal pipe member having a rectangular cross-sectional shape. As shown in FIG. 6, the diagonal member 12 has a truss shape so that the orientations alternate between the left and right vertical members 11 along the vertical direction. The both ends are welded to the left and right vertical members 11 to connect the left and right vertical members 11. In this embodiment, four diagonal members 12 are arranged between the left and right vertical members 11 so that their directions are alternated.

前記横材13は、断面形状が円形の金属製のパイプ部材から形成されており、図6に示す如く、左右の縦材11間に上下方向に所定の間隔を置いて水平姿勢で配設され、上下に隣接する少なくとも一部の斜材12間の中間に位置し、両端部が左右の縦材11に溶接されて左右の縦材11を連結している。また、この横材13には、足場板7や階段(図示省略)の一端部が着脱自在に係止されるようになっている。この実施形態においては、横材13は、左右の縦材11間に二本配設されており、上側の横材13は、上側の二本の斜材12間の真中に位置し、また、下側の横材13は、下側の二本の斜材12間の真中に位置している。尚、上下に隣接する横材13間の間隔は、作業員が通れる間隔(この例では、約2m)に設定されている。   The cross member 13 is formed of a metal pipe member having a circular cross-sectional shape, and is arranged in a horizontal posture with a predetermined interval in the vertical direction between the left and right vertical members 11 as shown in FIG. The upper and lower vertical members 11 are connected to each other by welding at both ends to the left and right vertical members 11. In addition, one end of the scaffolding plate 7 and stairs (not shown) is detachably locked to the cross member 13. In this embodiment, two cross members 13 are arranged between the left and right vertical members 11, and the upper cross member 13 is located in the middle between the two upper diagonal members 12, The lower cross member 13 is positioned in the middle between the two lower diagonal members 12. In addition, the space | interval between the horizontal members 13 adjacent up and down is set to the space | interval (in this example, about 2 m) which a worker can pass.

尚、足場板7は、図8に示す如く、長方形状の枠体7aと、枠体7aの内側に設けた踏面板7bと、枠体7aの長手方向の両端に突出状態で設けられ、横材13に着脱自在に係止される複数のフック金具7cとを備えている。この足場板7には、長さ及び幅が同じで市販されている足場板7を使用しても良く、また、長さが同じで幅が異なる二種類の市販されている足場板7を使用しても良い。   As shown in FIG. 8, the scaffolding plate 7 is provided in a protruding state at both ends of the rectangular frame 7a, the tread plate 7b provided inside the frame 7a, and the longitudinal direction of the frame 7a. A plurality of hook fittings 7c that are detachably locked to the material 13 are provided. The scaffold plate 7 may be a commercially available scaffold plate 7 having the same length and width, or two types of commercially available scaffold plates 7 having the same length and different widths. You may do it.

また、階段は、図示していないが、対向状に配設された一対の側桁と、一対の側桁間に所定間隔ごとに配設され、一対の側桁を連結する複数枚のステップと、一対の側桁の両端部に突出状態で設けられ、横材13に着脱自在に係止される複数のフック金具とを備えている。この階段には、市販の金属製の足場用階段が使用されている。   In addition, although not shown in the figure, the stairs are provided with a pair of side girders arranged in an opposing manner, a plurality of steps arranged at predetermined intervals between the pair of side girders, and connecting the pair of side girders. And a plurality of hook fittings that are provided in a projecting state at both ends of the pair of side girders and are detachably locked to the cross member 13. For this staircase, a commercially available metal staircase for a scaffold is used.

前記連結部14は、複数のボルト挿通孔14aを形成した長方形状の金属板から成り、図6及び図7に示す如く、左右の縦材11の前面及び後面(図及び図に示す縦材11の左側面及び右側面)で且つ横材13を連結した位置に溶接により固定されている。この連結部14は、縦材11の長手方向に沿う姿勢で且つ縦材11に垂直に設けられており、水平姿勢の通し桟6の一端部が着脱自在に連結されるものである。   The connecting portion 14 is made of a rectangular metal plate having a plurality of bolt insertion holes 14a. As shown in FIGS. 6 and 7, the front and rear surfaces of the left and right vertical members 11 (the vertical members 11 shown in the drawings and drawings). The left side surface and the right side surface) are fixed to the position where the cross member 13 is connected by welding. The connecting portion 14 is provided in a posture along the longitudinal direction of the vertical member 11 and perpendicular to the vertical member 11, and one end portion of the horizontal beam 6 in a horizontal posture is detachably connected.

前記通し桟6(この通し桟6は連結体を構成する)は、図9に示す如く、断面が円形の金属製のパイプ部材から形成されており、パイプ部材の両端部が潰されて扁平状になっていると共に、この扁平部分に連結部14のボルト挿通孔14aに合致してボルトが挿通されるボルト挿通孔6aが形成されている。   As shown in FIG. 9, the through bar 6 (this through bar 6 constitutes a connecting body) is formed from a metal pipe member having a circular cross section, and both ends of the pipe member are flattened to be flat. In addition, a bolt insertion hole 6a through which the bolt is inserted is formed in the flat portion so as to match the bolt insertion hole 14a of the connecting portion 14.

前記縦向き筋交用係止具15は、図6に示す如く、左右の縦材11に上下方向に所定の間隔を置いて設けられており、縦向き姿勢の筋交4の一端部が着脱自在に連結されるものである。この実施形態においては、縦向き筋交用係止具15は、従来公知のグラビティロックピンから成り、左右の縦材11の対向する面で且つ各横材13の上下位置の四箇所に水平姿勢でもって溶接により固定されている。   As shown in FIG. 6, the longitudinal bracing locking tool 15 is provided on the left and right vertical members 11 at predetermined intervals in the vertical direction, and one end of the bracing 4 in the vertical posture is attached and detached. It is connected freely. In this embodiment, the longitudinal bracing locking tool 15 is composed of a conventionally known gravity lock pin, and is in a horizontal posture on the opposing surfaces of the left and right vertical members 11 and at the four vertical positions of the horizontal members 13. It is fixed by welding.

前記縦向き姿勢の筋交4(この筋交は連結体を構成する)は、図10に示す如く、X字状の筋交に形成されており、二枚の金属製のプレートを交差状に連結して成る中心プレート4aと、中心プレート4aに溶接によりX字状に連結固定された四本の金属製の角パイプ4bと、各角パイプ4bの先端部に溶接により固定され、縦向き筋交用係止具15が挿通される貫通孔4cを形成した端部プレート4dとを備えている。   The longitudinal bracing 4 (this bracing constitutes a connecting body) is formed in an X-shaped bracing as shown in FIG. 10, and two metal plates are crossed. A central plate 4a that is connected, four metal square pipes 4b that are connected and fixed in an X shape to the center plate 4a by welding, and fixed at the tip of each square pipe 4b by welding, And an end plate 4d having a through hole 4c through which the replacement locking tool 15 is inserted.

前記手摺用係止具16は、図6に示す如く、左右の縦材11に各横材13から所定の高さ位置に設けられており、水平姿勢の手摺8の一端部が着脱自在に連結されるものである。この実施形態においては、手摺用係止具16は、従来公知のグラビティロックピンから成り、左右の縦材11の上端部側の対向する部分と左右の縦材11の対向する面で且つ上下に隣接する横材13間の中間位置の二箇所に水平姿勢でもって溶接により固定されている。   As shown in FIG. 6, the handrail locking tool 16 is provided on the left and right vertical members 11 at predetermined height positions from the respective horizontal members 13, and one end of the horizontal handrail 8 is detachably connected. It is what is done. In this embodiment, the handrail locking tool 16 is composed of a conventionally known gravity lock pin, and is a vertically opposed surface of the upper and lower vertical members 11 and the opposite surfaces of the left and right vertical members 11 and vertically. It is fixed by welding in two positions at intermediate positions between the adjacent cross members 13 in a horizontal posture.

前記手摺8は、図11に示す如く、断面が円形の金属製のパイプ部材から形成されており、パイプ部材の両端部が潰されて扁平状になっていると共に、この扁平部分に手摺用係止具16が挿通されるボルト挿通孔8aが形成されている。   As shown in FIG. 11, the handrail 8 is formed of a metal pipe member having a circular cross section, and both ends of the pipe member are flattened and flattened. A bolt insertion hole 8a through which the stopper 16 is inserted is formed.

前記下桟用係止具17は、図6に示す如く、左右の縦材11に各横材13から所定の高さ位置に設けられており、水平姿勢の下桟9の一端部が着脱自在に連結されるものである。この実施形態においては、下桟用係止具17は、従来公知のグラビティロックピンから成り、左右の縦材11の対向する面で且つ横材13と横材13の直上に位置する手摺用係止具16との間に水平姿勢でもって溶接により固定されている。   As shown in FIG. 6, the lower beam locking member 17 is provided on the left and right vertical members 11 at predetermined height positions from the horizontal members 13, and one end portion of the lower beam 9 in a horizontal posture is detachable. It is connected to. In this embodiment, the lower rail locking member 17 is formed of a conventionally known gravity lock pin, and is a handle for a handrail that is located on the opposite surfaces of the left and right vertical members 11 and just above the horizontal members 13 and 13. It is fixed to the stopper 16 by welding in a horizontal posture.

前記下桟9は、図12に示す如く、断面が円形の金属製のパイプ部材から形成されており、パイプ部材の両端部が潰されて扁平状になっていると共に、この扁平部分に下桟用係止具17が挿通されるボルト挿通孔9aが形成されている。   As shown in FIG. 12, the lower rail 9 is formed of a metal pipe member having a circular cross section. Both ends of the pipe member are flattened and flattened. A bolt insertion hole 9a through which the locking member 17 is inserted is formed.

前記水平筋交用係止具18は、図6に示す如く、各横材13に設けられており、水平姿勢の筋交5の一端部が着脱自在に連結されるものである。この実施形態においては、水平筋交用係止具18は、従来公知のグラビティロックピンから成り、各横材13の両端部下面の二箇所に下向き姿勢でもって溶接により固定されている。   As shown in FIG. 6, the horizontal bracing locking tool 18 is provided on each cross member 13, and one end of the bracing 5 in a horizontal posture is detachably connected thereto. In this embodiment, the horizontal bracing locking tool 18 is composed of a conventionally known gravity lock pin, and is fixed by welding in two positions on the lower surfaces of both end portions of each cross member 13 in a downward posture.

前記水平姿勢の筋交5(この筋交は連結体を構成する)は、図13に示す如く、断面形状が円形の二本の金属製の丸パイプ5aをX字状に交差させて連結したものであり、各丸パイプの両端部が潰されて扁平状になっていると共に、この扁平部分に水平筋交用係止具18が挿通されるボルト挿通孔5bが形成されている。   As shown in FIG. 13, the horizontal bracing 5 (this bracing constitutes a connecting body) is formed by connecting two metal round pipes 5a having a circular cross section in an X shape. The both ends of each round pipe are flattened, and a bolt insertion hole 5b through which the horizontal bracing locking tool 18 is inserted is formed in the flat portion.

前記取付具19は、図6及び図14に示す如く、左右の縦材11のうち、一方の縦材11に上下方向に所定の間隔を置いて設けられており、骨組構造物を覆う幕体(図示省略)を張設するための幕体張設用レール(図示省略)が取り付けられるものである。この実施形態においては、取付具19は、左側の縦材11の外側面に上下方向に所定の間隔を置いて配設され、左側の縦材11に水平姿勢でもって溶接により固定されたボルト19aと、ボルト19aに螺着されたナット19bとから成り、幕体(図示省略)を張設するための幕体張設用レール(図示省略)が着脱自在に取り付けられるようになっている。   As shown in FIGS. 6 and 14, the fixture 19 is provided on one vertical member 11 of the left and right vertical members 11 at a predetermined interval in the vertical direction, and covers the frame structure. A curtain extension rail (not shown) for attaching (not shown) is attached. In this embodiment, the fixture 19 is arranged on the outer surface of the left vertical member 11 with a predetermined interval in the vertical direction, and is fixed to the left vertical member 11 by welding in a horizontal posture. And a nut 19b screwed to the bolt 19a, and a curtain body extending rail (not shown) for attaching a curtain body (not shown) is detachably attached.

尚、この実施形態においては、骨組構造物用構造材10の高さは4.1mに、左右の縦材11間の間隔(左側の縦材11の中心線と右側の縦材11の中心線の間隔)は1.8mにそれぞれ設定されている。また、下側の横材13の高さ位置は、左右の縦材11の下端から1/4の高さ位置に、上側の横材13の高さ位置は、左右の縦材11の下端から3/4の高さ位置になるように設定されている。更に、各手摺用係止具16の高さ位置は、各横材13に架設された足場板7に載っている作業員の略腰の高さになるように、また、各下桟用係止具17の高さ位置は、横材13とこの横材13の直上に位置する手摺用係止具16の中間の高さ位置になるようにそれぞれ設定されている。更に、縦向き筋交用係止具15、手摺用係止具16及び下桟用係止具17の長さはこれらに縦向き姿勢の筋交4、水平姿勢の手摺8、水平姿勢の下桟9をそれぞれ連結したときに縦向き姿勢の筋交4、手摺8、下桟9が互いに干渉しないような長さに設定されている。   In this embodiment, the height of the structural member 10 for the frame structure is 4.1 m, and the distance between the left and right vertical members 11 (the center line of the left vertical member 11 and the center line of the right vertical member 11). Is set at 1.8 m. Further, the height position of the lower cross member 13 is ¼ from the lower end of the left and right vertical members 11, and the height position of the upper cross member 13 is from the lower ends of the left and right vertical members 11. The height is set to 3/4. Furthermore, the height position of each handrail locking tool 16 is set so as to be approximately the height of the operator's waist placed on the scaffolding plate 7 installed on each cross member 13, and each lower rail anchor The height position of the stopper 17 is set so as to be an intermediate height position between the cross member 13 and the handrail locking tool 16 positioned immediately above the cross member 13. Further, the lengths of the vertical bracing lock 15, the handrail lock 16, and the lower rail lock 17 are the length of the brace 4 in the vertical posture, the handrail 8 in the horizontal posture, and the length of the horizontal posture. The length is set so that the bracing 4, the handrail 8, and the lower beam 9 in the vertical orientation do not interfere with each other when the beam 9 is connected.

上述した骨組構造物用構造材10と一緒に屋根材2を構成する前記中間連結材2B及び先端連結材2Cは、図1及び図3に示す如く、何れも外径のも異なる複数本の金属製のパイプ部材2b,2c等をトラス構造に組み合わせることにより形成されており、中間連結材2Bは、左右の梁材2Aの基端部にそれぞれ着脱自在に連結され、また、先端連結材2Cは、左右の梁材2Aの先端部に着脱自在に連結されている。   As shown in FIGS. 1 and 3, the intermediate connecting material 2B and the tip connecting material 2C constituting the roofing material 2 together with the structural material 10 for the frame structure described above are a plurality of metals having different outer diameters. It is formed by combining the pipe members 2b, 2c, etc. made of steel with a truss structure. The intermediate connecting member 2B is detachably connected to the base ends of the left and right beam members 2A, and the tip connecting member 2C is The left and right beam members 2A are detachably connected to the front ends.

そして、上述した前記骨組構造物においては、主骨体3を構成する柱材1と屋根材2との間に、図5に示す如く、柱材1の上端部と屋根材2の下端部(中間連結材2Bの下端部)を着脱自在に連結する連結手段20と、柱材1の上端部と屋根材2の下端部(中間連結材2Bの下端部)を位置決めする位置決め手段21とがそれぞれ設けられている。   And in the frame structure mentioned above, as shown in FIG. 5, between the pillar material 1 and the roof material 2 which comprise the main frame 3, the upper end part of the pillar material 1 and the lower end part of the roof material 2 ( The connecting means 20 for detachably connecting the lower end portion of the intermediate connecting material 2B) and the positioning means 21 for positioning the upper end portion of the pillar material 1 and the lower end portion of the roofing material 2 (lower end portion of the intermediate connecting material 2B), respectively. Is provided.

前記連結手段20は、図14〜図16に示す如く、柱材1の上端部及び屋根材2の下端部(中間連結材2Bの下端部)に対向状に設けられ、面接触状態で当接する一対の連結板20aと、面接触状態で当接した一対の連結板20aを締め付け固定する緊締具20bとを備えている。   As shown in FIGS. 14 to 16, the connecting means 20 is provided opposite to the upper end portion of the pillar material 1 and the lower end portion of the roof material 2 (the lower end portion of the intermediate connecting material 2 </ b> B), and makes contact in a surface contact state. A pair of connecting plates 20a and a fastening tool 20b for fastening and fixing the pair of connecting plates 20a in contact with each other in a surface contact state are provided.

具体的には、前記一対の連結板20aは、図14〜図16に示す如く、何れも金属板により同じ大きさの矩形状に形成されており、各連結板20aの外周縁部には、複数のボルト挿通孔20a′が所定間隔ごとに形成されている。   Specifically, as shown in FIGS. 14 to 16, each of the pair of connecting plates 20a is formed in a rectangular shape having the same size by a metal plate. A plurality of bolt insertion holes 20a 'are formed at predetermined intervals.

また、一対の連結板20aのうち、一方の連結板20aは、柱材1の上端(柱材1を構成する骨組構造物用構造材10の左右の縦材11の上端)に柱材1(左右の縦材11)に直交する姿勢で溶接により固定されており、柱材1(左右の縦材11)及び一方の連結板20aに溶接により固定した複数の補強用リブ22により補強されている。   In addition, of the pair of connecting plates 20a, one connecting plate 20a is provided with the column 1 (on the upper end of the column member 1 (upper ends of the left and right vertical members 11 of the structural member 10 for the frame structure constituting the column 1)). It is fixed by welding in a posture orthogonal to the left and right vertical members 11), and is reinforced by a plurality of reinforcing ribs 22 fixed to the column member 1 (left and right vertical members 11) and one connecting plate 20a by welding. .

更に、他方の連結板20aは、屋根材2の下端(屋根材2を構成する中間連結材2Bの縦向き姿勢の金属製パイプ部材2bの下端)に縦向き姿勢の金属製パイプ部材2bに直交する姿勢で溶接により固定されており、縦向き姿勢の金属製パイプ部材2b及び他方の連結板20aに溶接により固定した複数の補強用リブ22により補強されている。   Further, the other connecting plate 20a is orthogonal to the metal pipe member 2b in the vertical orientation at the lower end of the roof material 2 (the lower end of the metal pipe member 2b in the vertical orientation of the intermediate connecting material 2B constituting the roof material 2). The metal pipe member 2b in the vertical orientation and the other connecting plate 20a are reinforced by a plurality of reinforcing ribs 22 fixed by welding.

前記緊締具20bは、面接触状態で当接させた一対の連結板20aの各ボルト挿通孔20a′に挿通される複数のボルト20b′と、ボルト20b′に着脱自在に螺着されるナット20b″とから成る。   The tightening tool 20b includes a plurality of bolts 20b 'that are inserted into the respective bolt insertion holes 20a' of the pair of connecting plates 20a brought into contact with each other in a surface contact state, and a nut 20b that is detachably screwed to the bolts 20b '. ″.

上述した連結手段20によれば、柱材1の上端部に設けた連結板20aに屋根材2の下端部に設けた連結板20aを重ね合わせ、連結板20a同士をボルト20b′・ナット20b″から成る複数の緊締具20bで締め付けることにより柱材1の上端部と屋根材2の下端部とを連結することができる。また、緊締具20bを緩めることにより柱材1と屋根材2を分離することができる。   According to the connecting means 20 described above, the connecting plate 20a provided at the lower end portion of the roofing material 2 is overlapped with the connecting plate 20a provided at the upper end portion of the column member 1, and the connecting plates 20a are connected to each other by bolts 20b ′ and nuts 20b ″. It is possible to connect the upper end portion of the pillar material 1 and the lower end portion of the roof material 2 by tightening with a plurality of tightening tools 20b, and the pillar material 1 and the roof material 2 are separated by loosening the tightening tool 20b. can do.

一方、前記位置決め手段21は、図14〜図16に示す如く、連結手段20の一方の連結板20aに突出状態で設けた位置決めピン21aと、連結手段20の他方の連結板20aに形成され、前記位置決めピン21aの先端部が挿入される位置決め穴21bとを備えている。   On the other hand, the positioning means 21 is formed on a positioning pin 21a provided in a protruding state on one connecting plate 20a of the connecting means 20 and the other connecting plate 20a of the connecting means 20, as shown in FIGS. A positioning hole 21b into which the tip of the positioning pin 21a is inserted.

具体的には、前記位置決めピン21aは、棒状の金属材により先端部が縦長の半楕円体形状に形成されており、屋根材2の下端(屋根材2を構成する中間連結材2Bの縦向き姿勢の金属製パイプ部材2bの下端)に固定した連結板20aの中心位置に先端部が下を向く姿勢で挿通され、連結板20aに下方へ突出する状態で溶接により固定されている。   Specifically, the positioning pin 21a is formed in a semi-ellipsoidal shape having a vertically long tip portion made of a rod-shaped metal material, and the lower end of the roof material 2 (vertical direction of the intermediate connecting material 2B constituting the roof material 2). The tip of the connecting plate 20a fixed to the lower end of the metal pipe member 2b in the posture is inserted with the tip portion facing downward, and is fixed to the connecting plate 20a by welding so as to protrude downward.

また、前記位置決め穴21bは、柱材1の上端(柱材1を構成する骨組構造物用構造材10の左右の縦材11の上端)に固定した連結板20aの中心位置に形成されており、位置決めピン21aの最大外径よりも1mm程度大きめに形成されて位置決めピン21aが位置決めされた状態で挿入される環状のストレート面21b′と、ストレート面21b′に連設して連結板20aの表面(上面)へ行くに従って漸次内径が拡大する環状のテーパ面21b″とを備えている。また、位置決め穴21bのストレート面21b′とテーパ面21b″との境界部分及びテーパ面21b″と連結板20aの表面との境界部分には、それぞれアールがつけられている。   The positioning hole 21b is formed at the center position of the connecting plate 20a fixed to the upper end of the column member 1 (the upper ends of the left and right vertical members 11 of the structural member 10 for the frame structure constituting the column member 1). An annular straight surface 21b 'which is formed to be about 1 mm larger than the maximum outer diameter of the positioning pin 21a and is inserted in a state in which the positioning pin 21a is positioned, and is connected to the straight surface 21b' to connect the connecting plate 20a. An annular tapered surface 21b ″ whose inner diameter gradually increases as it goes to the surface (upper surface) is connected to the boundary portion between the straight surface 21b ′ and the tapered surface 21b ″ of the positioning hole 21b and the tapered surface 21b ″. A rounded portion is given to each boundary portion with the surface of the plate 20a.

上述した位置決め手段21によれば、位置決め穴21bに位置決めピン21aの先端部を挿入することにより柱材1の上端に固定した連結板20aと屋根材2の下端に固定した連結板20aの位置決めを行える。   According to the positioning means 21 described above, positioning of the connecting plate 20a fixed to the upper end of the column member 1 and the connecting plate 20a fixed to the lower end of the roofing member 2 by inserting the tip of the positioning pin 21a into the positioning hole 21b. Yes.

このとき、位置決めピン21aの先端部を縦長の半楕円体形状に形成しているため、位置決めピン21aの位置決め穴21bへの挿入を簡単且つ容易に行え、柱材1に取り付けた連結板20aと屋根材2に取り付けた連結板20aとの位置決めを短時間で行える。また、位置決め穴21bが、環状のストレート面21b′と、ストレート面21b′に連設して連結板20aの表面へ行くに従って漸次内径が拡大する環状のテーパ面21b″とを備えているため、位置決めピン21aの位置決め穴21bへの挿入をより簡単且つ容易に行える。更に、位置決めピン21aの先端部が半楕円体形状に形成され、しかも、位置決め穴21bのストレート面21b′とテーパ面21b″との境界部分及びテーパ面21b″と連結板20aの表面との境界部分にそれぞれアールをつけているため、位置決めピン21aが位置決め穴21bに円滑且つスムースに挿入されて行く。   At this time, since the tip end portion of the positioning pin 21a is formed in a vertically long semi-ellipsoidal shape, the positioning pin 21a can be easily and easily inserted into the positioning hole 21b. Positioning with the connecting plate 20a attached to the roofing material 2 can be performed in a short time. Further, the positioning hole 21b includes an annular straight surface 21b ′ and an annular tapered surface 21b ″ that is connected to the straight surface 21b ′ and gradually increases in inner diameter as it goes to the surface of the connecting plate 20a. The positioning pin 21a can be more easily and easily inserted into the positioning hole 21b. Furthermore, the distal end portion of the positioning pin 21a is formed in a semi-ellipsoidal shape, and the straight surface 21b 'and the tapered surface 21b "of the positioning hole 21b. And the boundary portion between the tapered surface 21b ″ and the surface of the connecting plate 20a are rounded, so that the positioning pin 21a is smoothly and smoothly inserted into the positioning hole 21b.

尚、上記の実施形態(図14〜図16)においては、位置決めピン21aを屋根材2の下端に固定した連結板20aに設け、位置決め穴21bを柱材1の上端に固定した連結板20aに形成したが、他の実施形態においては、図17に示す如く、位置決めピン21aを柱材1の上端(骨組構造物用構造材10の上端)に固定した連結板20aに設け、位置決め穴21bを屋根材2の下端(中間連結材2Bの下端)に固定した連結板20aに形成しても良い。   In the above embodiment (FIGS. 14 to 16), the positioning pin 21a is provided in the connecting plate 20a fixed to the lower end of the roofing material 2, and the positioning hole 21b is fixed to the upper end of the column member 1 in the connecting plate 20a. In the other embodiment, as shown in FIG. 17, the positioning pin 21a is provided on the connecting plate 20a fixed to the upper end of the column 1 (the upper end of the structural member 10 for a frame structure), and the positioning hole 21b is formed. You may form in the connection board 20a fixed to the lower end (lower end of intermediate | middle connection material 2B) of the roofing material 2. FIG.

また、上記の実施形態(図14〜図16)においては、位置決めピン21aの先端部を縦長の半楕円体形状に形成したが、他の実施形態においては、位置決めピン21aの先端部を図18〜図20に示すように横長の半楕円体形状、半球体形状又は先窄まり形状(円錐状)に形成しても良い。   In the above-described embodiment (FIGS. 14 to 16), the tip of the positioning pin 21a is formed in a vertically long semi-ellipsoidal shape. However, in other embodiments, the tip of the positioning pin 21a is formed as shown in FIG. As shown in FIG. 20, it may be formed in a horizontally long semi-ellipsoidal shape, a hemispherical shape, or a tapered shape (conical shape).

更に、上述した前記骨組構造物においては、図21〜図23に示す如く、柱材1の隣接する骨組構造物用構造材10間、梁材2Aの隣接する骨組構造物用構造材10間、梁材2Aと中間連結材2Bとの間、梁材2Aと先端連結材2Cとの間にも、柱材1と屋根材2の間に設けた連結手段20及び位置決め手段21と同じ構造及び同じ形状の連結手段23及び位置決め手段24がそれぞれ設けられている。   Furthermore, in the above-described frame structure, as shown in FIGS. 21 to 23, between the frame structure structural members 10 adjacent to each other, the beam material 2A between the frame structure structural materials 10 adjacent to each other, The same structure and the same as the connecting means 20 and the positioning means 21 provided between the pillar material 1 and the roof material 2 between the beam material 2A and the intermediate connecting material 2B and between the beam material 2A and the tip connecting material 2C. Shaped connecting means 23 and positioning means 24 are respectively provided.

前記連結手段23は、図21〜図23に示す如く、隣接する骨組構造物用構造材10間、梁材2Aと中間連結材2Bとの間、梁材2Aと先端連結材2Cとの間の対向する端部にそれぞれ対向状に設けられ、面接触状態で当接する一対の連結板23aと、面接触状態で当接した一対の連結板23aを締め付け固定するボルト23b′及びナット23b″から成る緊締具23bとを備えている。   As shown in FIGS. 21 to 23, the connecting means 23 is provided between the adjacent structural members 10 for the frame structure, between the beam member 2A and the intermediate connecting member 2B, and between the beam member 2A and the tip connecting member 2C. A pair of connecting plates 23a, which are provided at opposing ends and are in contact with each other in a surface contact state, and a bolt 23b 'and a nut 23b "for fastening and fixing the pair of connection plates 23a in a surface contact state. And a fastener 23b.

一方、前記位置決め手段24は、図21〜図23に示す如く、連結手段23の一方の連結板23aに突出状態で設けられ、先端部が半楕円体形状に形成された位置決めピン24aと、連結手段23の他方の連結板23aに形成され、前記位置決めピン24aの先端部が挿入される位置決め穴24bとを備えている。この位置決め穴24bは、位置決めピン24aの最大外径よりも1mm程度大きい環状のストレート面24b′と、ストレート面2b′に連設して連結板23aの表面(上面)へ行くに従って漸次内径が拡大する環状のテーパ面24b″とを備えている。また、位置決め穴24bのストレート面24b′とテーパ面24b″との境界部分及びテーパ面24b″と連結板23aの表面との境界部分には、それぞれアールがつけられている。   On the other hand, as shown in FIGS. 21 to 23, the positioning means 24 is provided in a protruding state on one connecting plate 23a of the connecting means 23, and a positioning pin 24a having a tip formed in a semi-ellipsoidal shape and a connecting pin 24a. A positioning hole 24b is formed in the other connecting plate 23a of the means 23 and into which the tip of the positioning pin 24a is inserted. The positioning hole 24b has an annular straight surface 24b 'that is about 1 mm larger than the maximum outer diameter of the positioning pin 24a and a straight surface 2b' that is connected to the surface (upper surface) of the connecting plate 23a. An annular taper surface 24b ″ is provided. The boundary portion between the straight surface 24b ′ and the taper surface 24b ″ of the positioning hole 24b and the boundary portion between the taper surface 24b ″ and the surface of the connecting plate 23a include: Each is rounded.

而して、上述した構造の骨組構造物を現場において構築する際には、図示していないが、先ず、主骨体3の柱材1を左右一対の状態で前後方向に所定の間隔を空けて地面に立て、前後方向に隣接する柱材1を縦向き姿勢の筋交4、水平姿勢の筋交5、通し桟6、足場板7、水平姿勢の手摺8、下桟9により連結して丁度作業用足場のように自立させる。次に、地上において主骨体3の屋根材2を左右の柱材1の間隔と同じ間隔になるように組み立てると共に、組み立てた屋根材2を柱材1の前後方向の間隔と同じ間隔になるように前後方向に並べ、前後方向に隣接する複数の屋根材2を縦向き姿勢の筋交4、水平姿勢の筋交5、通し桟6等で連結して一つのブロックとする。その後、一つのブロックとした屋根材2をクレーン等で持ち上げ、各屋根材2の両端部を左右の柱材1の上端部にそれぞれ連結する。以下同様にして、一つのブロックとした屋根材2を順次左右の柱材1の上端部に連結して行き、屋根材2により屋根を形成するようにしている。   Thus, when constructing the frame structure having the above-described structure at the site, first, the pillar material 1 of the main frame 3 is spaced a predetermined distance in the front-rear direction in a pair of left and right states. The pillars 1 adjacent to each other in the front-rear direction are connected to each other by a longitudinal posture 4, a horizontal posture 5, a through rail 6, a scaffolding plate 7, a horizontal handrail 8, and a lower rail 9. Make it stand just like a working scaffold. Next, the roof material 2 of the main frame 3 is assembled on the ground so as to have the same interval as the interval between the left and right column members 1, and the assembled roof material 2 has the same interval as the interval in the front-rear direction of the column members 1. A plurality of roofing materials 2 that are arranged in the front-rear direction and that are adjacent in the front-rear direction are connected by a bracing 4 in a vertical orientation, a bracing 5 in a horizontal posture, a crosspiece 6 and the like to form one block. Then, the roofing material 2 made into one block is lifted with a crane etc., and the both ends of each roofing material 2 are connected with the upper end part of the right and left pillar material 1, respectively. Similarly, the roof material 2 as one block is sequentially connected to the upper ends of the left and right column members 1 so that the roof material 2 forms a roof.

前記骨組構造物は、骨組構造物を構成する主骨体3の柱材1と屋根材2との間に位置決め手段21及び連結手段20をそれぞれ設けているため、柱材1と屋根材2の位置決め及び連結を簡単且つ容易に行え、骨組構造物の構築に多大な時間と労力を要すると言うこともない。   Since the frame structure is provided with positioning means 21 and connecting means 20 between the column material 1 and the roof material 2 of the main frame 3 constituting the frame structure, the column structure 1 and the roof material 2 Positioning and connection can be performed easily and easily, and it does not take much time and labor to construct a frame structure.

また、この骨組構造物は、主骨体3の柱材1及び屋根材2が一定寸法の骨組構造物用構造材10を直列状に連結することにより構成されており、隣接する骨組構造物用構造材10間に位置決め手段24及び連結手段23をそれぞれ設けているため、骨組構造物用構造材10同士の位置決め及び連結を短時間で行え、骨組構造物用構造材10同士の連結を簡単且つ容易に行える。   In addition, this frame structure is configured by connecting the frame material 1 of the main frame 3 and the structure material 10 for the frame structure having a certain size in series, and for the adjacent frame structure. Since the positioning means 24 and the connecting means 23 are provided between the structural materials 10, the structural materials 10 for the frame structure can be positioned and connected in a short time, and the structural materials 10 for the frame structure can be easily connected. Easy to do.

更に、この骨組構造物は、主骨体3の柱材1及び屋根材2が少なくとも一定寸法の骨組構造物用構造材10を直列状に連結することにより構成されているため、組み立てする前には現場までの運搬を容易に行えると共に、収納スペースが小さくて済み、保管にも便利であり、また、直列状に連結する骨組構造物用構造材10の数を変えることにより所望の長さの柱材1や屋根材2を構成することができ、所望の大きさの骨組構造物を構築することができる。   Further, since this frame structure is constituted by connecting the structural material 10 for the frame structure of the main structure 3 in series with the pillar material 1 and the roof material 2 of the main frame 3 before assembly, Can be easily transported to the site, has a small storage space, is convenient for storage, and has a desired length by changing the number of structural members 10 for the frame structure connected in series. The pillar material 1 and the roof material 2 can be comprised, and the frame structure of a desired magnitude | size can be constructed | assembled.

更に、この骨組構造物は、骨組構造物用構造材10が、左右の縦材11をトラス状に配設された斜材12で連結すると共に、上下に隣接する斜材12間の中間位置に横材13を配設して左右の縦材11を連結しているため、骨組構造物用構造材10を剛体化することができ、外部から力がかかっても形が崩れ難くなり、骨組構造物構造材10のねじれ等を防止することができる。   Further, in this frame structure, the frame structure structural material 10 connects the left and right vertical members 11 with diagonal members 12 arranged in a truss shape, and at an intermediate position between adjacent diagonal members 12. Since the cross member 13 is arranged and the left and right vertical members 11 are connected, the structural member 10 for the frame structure can be made rigid, and even if a force is applied from the outside, the shape is difficult to collapse, and the frame structure It is possible to prevent the structure material 10 from being twisted.

更に、この骨組構造物は、前後に隣接する主骨体3の柱材1間に足場板7及び階段(図示省略)を架設しているため、骨組構造物の組み立て作業や幕体の張設作業等を安全且つ容易に行える。しかも、主骨体3の柱材1間に手摺8及び下桟9を備えているため、骨組構造物の組み立て作業や幕体の張設作業等をより一層安全且つ容易に行える。   Furthermore, since this scaffold structure has a scaffolding plate 7 and a staircase (not shown) erected between the pillars 1 of the main frame body 3 adjacent to the front and rear, the assembly work of the framework structure and the stretching of the curtain body are performed. Work etc. can be done safely and easily. In addition, since the handrail 8 and the lower rail 9 are provided between the column members 1 of the main frame body 3, the assembly work of the frame structure and the tensioning operation of the curtain body can be performed more safely and easily.

尚、上記の実施形態においては、左右の縦材11及び斜材12を角パイプにより形成し、横材13を丸パイプにより形成したが、他の実施形態においては、左右の縦材11及び斜材12を丸パイプにより形成し、横材13を角パイプにより形成しても良く、また、左右の縦材11、斜材12、横材13を中実材により形成しても良い。   In the above embodiment, the left and right vertical members 11 and the diagonal members 12 are formed of square pipes, and the horizontal member 13 is formed of a round pipe. In other embodiments, the left and right vertical members 11 and diagonal members are formed. The material 12 may be formed of a round pipe, the cross member 13 may be formed of a square pipe, and the left and right vertical members 11, the diagonal members 12, and the cross member 13 may be formed of a solid material.

上記の実施形態においては、骨組構造物用構造材10に四本の斜材12、二本の横材13を使用したが、斜材12及び横材13の本数は上記の実施形態に係るものに限定されるものではなく、骨組構造物用構造材10の長さを運搬等を容易に行える長さにすることができれば、如何なる本数であっても良い。   In the above embodiment, the four diagonal members 12 and the two cross members 13 are used for the structural member 10 for the frame structure. However, the numbers of the diagonal members 12 and the cross members 13 are those according to the above embodiment. The number of the structural members 10 for the frame structure may be any number as long as the length can be easily carried.

上記の実施形態においては、縦向き筋交用係止具15、手摺用係止具16、下桟用係止具17、水平筋交用係止具18を何れもグラビティロックピンにより形成したが、各係止具は、グラビティロックピンに限定されるものではなく、縦向き姿勢の筋交4、手摺8、下桟9、水平姿勢の筋交5を着脱自在に連結することができれば、如何なる構造及び形状のものであっても良い。   In the above embodiment, the vertical bracing locking tool 15, the handrail locking tool 16, the lower rail locking tool 17, and the horizontal bracing locking tool 18 are all formed of gravity lock pins. Each locking tool is not limited to the gravity lock pin, and any engagement is possible as long as the bracing 4 in the vertical orientation, the handrail 8, the lower rail 9, and the bracing 5 in the horizontal posture can be detachably connected. It may be of structure and shape.

上記の実施形態においては、骨組構造物の屋根を山形に形成したが、他の実施形態においては、骨組構造物の屋根を水平に形成しても良い。また、骨組構造物を片流れタイプとしても良い。   In the above embodiment, the roof of the frame structure is formed in a mountain shape. However, in another embodiment, the roof of the frame structure may be formed horizontally. The frame structure may be a single flow type.

上記の実施形態においては、骨組構造物用構造材10等を用いてごみ焼却炉全体を覆う仮設テントの幕体張設用躯体(テントフレーム)を構成したが、他の実施形態においては、骨組構造物用構造材10等を用いて大型のテント倉庫の幕体張設用躯体(テントフレーム)を構成しても良く、或いは、骨組構造物用構造材10等を用いてマンション等の建物の構築時又は解体時に建物の周囲を囲う大型の仮設足場を構成しても良い。   In the above-described embodiment, the temporary frame tent frame (tent frame) that covers the entire waste incinerator using the structural material 10 for the frame structure is configured. However, in the other embodiments, the frame is constructed. The structural material 10 for the structure may be used to construct a curtain tent frame (tent frame) of a large tent warehouse, or the structure material 10 for the frame structure may be used to construct a building such as a condominium. A large temporary scaffold that surrounds the building may be constructed during construction or dismantling.

1は柱材
2は屋根材
2Aは梁材
2Bは中間連結材
2Cは先端連結材
3は主骨体
4は縦向き姿勢の筋交
5は水平姿勢の筋交
6は通し桟
7は足場板
8は手摺
9は下桟
10は骨組構造物用構造材
20は連結手段
20aは連結板
20bは緊締具
21は位置決め手段
21aは位置決めピン
21bは位置決め穴
21b′はストレート面
21b″はテーパ面
23は連結手段
23aは連結板
23bは緊締具
24は位置決め手段
24aは位置決めピン
24bは位置決め穴
24b′はストレート面
24b″はテーパ面
1 is a pillar material 2 is a roofing material 2A is a beam material 2B is an intermediate connection material 2C is a tip connection material 3 is a main frame 4 is a brace in a vertical posture 5 is a brace in a horizontal posture 6 is a through-piece 7 is a scaffolding plate 8 is a handrail, 9 is a lower rail, 10 is a structural material for a frame structure, 20 is a connecting means, 20a is a connecting plate, 20b is a fastener, 21a is a positioning means, 21a is a positioning pin, 21b is a positioning hole, 21b 'is a straight surface, and 21b''is a tapered surface. Is a connecting means 23a is a connecting plate 23b is a fastener 24 is a positioning means 24a is a positioning pin 24b is a positioning hole 24b 'is a straight surface 24b "is a tapered surface

Claims (4)

柱材及び柱材の上端部に連結された屋根材から成り、前後方向に所定の間隔を置いて配設された複数の主骨体と、前後方向に隣接する主骨体間に設けられ、前後方向に隣接する主骨体を連結する複数の連結体とを備え、大型の仮設テント、テント倉庫又は仮設足場の幕体張設用躯体として使用される骨組構造物であって、前記主骨体を構成する柱材と屋根材との間に、柱材と屋根材を着脱自在に連結する連結手段と、柱材と屋根材を位置決めする位置決め手段とをそれぞれ設け、前記連結手段は、柱材の上端部及び屋根材の下端部に対向状に設けられ、面接触状態で当接する一対の連結板と、面接触状態で当接した一対の連結板を締め付け固定する緊締具とを備え、また、前記位置決め手段は、連結手段の一方の連結板に突出状態で設けられ、先端部が半楕円体形状又は半球体形状若しくは先窄まり形状に形成された位置決めピンと、連結手段の他方の連結板に形成され、前記位置決めピンが挿入される位置決め穴とを備えていることを特徴とする骨組構造物。   It is composed of a pillar material and a roof material connected to the upper end of the pillar material, and is provided between a plurality of main bone bodies arranged at a predetermined interval in the front-rear direction and a main bone body adjacent in the front-rear direction, A framework structure used as a large-scale temporary tent, a tent warehouse or a curtain scaffolding frame for a temporary scaffold, comprising a plurality of coupling bodies for coupling main bone bodies adjacent in the front-rear direction. A connecting means for detachably connecting the pillar material and the roof material and a positioning means for positioning the pillar material and the roof material are provided between the pillar material and the roof material constituting the body, respectively. A pair of connecting plates that are provided opposite to each other at the upper end portion of the material and the lower end portion of the roof material, and contact with each other in a surface contact state; Further, the positioning means is provided in a protruding state on one connecting plate of the connecting means. The distal end portion includes a positioning pin formed in a semi-ellipsoidal shape, a hemispherical shape, or a tapered shape, and a positioning hole formed in the other connecting plate of the connecting means and into which the positioning pin is inserted. Characteristic frame structure. 前記主骨体の柱材及び屋根材は、少なくとも一定寸法の骨組構造物用構造材を直列状に連結することにより構成されており、隣接する骨組構造物用構造材間に、骨組構造物用構造材同士を着脱自在に連結する連結手段と、隣接する骨組構造物用構造材同士を位置決めする位置決め手段とをそれぞれ設け、前記連結手段は、隣接する骨組構造物用構造材の対向する端部に対向状に設けられ、面接触状態で当接する一対の連結板と、面接触状態で当接した一対の連結板を締め付け固定する緊締具とを備え、また、前記位置決め手段は、連結手段の一方の連結板に突出状態で設けられ、先端部が半楕円体形状又は半球体形状若しくは先窄まり形状に形成された位置決めピンと、連結手段の他方の連結板に形成され、前記位置決めピンが挿入される位置決め穴とを備えていることを特徴とする請求項1に記載の骨組構造物。   The pillar member and the roof member of the main frame body are configured by connecting at least a certain size of a structural member for a frame structure in series, and between the adjacent structural members for the frame structure. A connecting means for detachably connecting the structural materials and a positioning means for positioning the adjacent structural materials for the frame structure are provided, respectively, and the connecting means is an opposite end of the adjacent structural material for the frame structure And a pair of connecting plates that come into contact with each other in a surface contact state, and a tightening tool that fastens and fixes the pair of connection plates that come in contact with each other in a surface contact state. A positioning pin provided in a protruding state on one connecting plate and having a tip formed in a semi-ellipsoidal shape, a hemispherical shape, or a tapered shape, and the other connecting plate of the connecting means, the positioning pin being inserted As much as Framework structure according to claim 1, characterized in that and a determined hole. 前記位置決め穴は、位置決めピンが位置決めされた状態で挿入される環状のストレート面と、ストレート面に連設して連結板の表面へ行くに従って漸次内径が拡大する環状のテーパ面とを備えていることを特徴とする請求項1又は請求項2に記載の骨組構造物。   The positioning hole includes an annular straight surface that is inserted in a state where the positioning pin is positioned, and an annular taper surface that is connected to the straight surface and gradually increases in inner diameter as it goes to the surface of the connecting plate. The framework structure according to claim 1 or 2, wherein 前記位置決め穴のストレート面とテーパ面との境界部分及びテーパ面と連結板の表面との境界部分にそれぞれアールをつけたことを特徴とする請求項3に記載の骨組構造物。   The frame structure according to claim 3, wherein a rounded portion is provided at a boundary portion between the straight surface and the tapered surface of the positioning hole and a boundary portion between the tapered surface and the surface of the connecting plate.
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Cited By (2)

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JP2019105044A (en) * 2017-12-11 2019-06-27 大嘉産業株式会社 Framework structure, framework kit, method for assembling framework structure, and method for designing framework structure
JP2021195827A (en) * 2020-06-17 2021-12-27 鹿島建設株式会社 Bridge pier and bridge

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JPH09209613A (en) * 1996-01-31 1997-08-12 Sanee Kosakusho:Kk Frame structure of tent house
JP2008115560A (en) * 2006-11-01 2008-05-22 Miuragumi:Kk Temporary roof structure
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JPS62125133A (en) * 1985-11-25 1987-06-06 三菱重工業株式会社 Method for connecting pillar
JPH07207770A (en) * 1994-01-19 1995-08-08 Sumitomo Forestry Co Ltd Joining structure for column to column
JPH09209613A (en) * 1996-01-31 1997-08-12 Sanee Kosakusho:Kk Frame structure of tent house
JP2008115560A (en) * 2006-11-01 2008-05-22 Miuragumi:Kk Temporary roof structure
US20140325931A1 (en) * 2013-05-03 2014-11-06 Gary Robert Prodaniuk Apparatus and system for forming a structure
JP2015124599A (en) * 2013-12-27 2015-07-06 株式会社杉孝 Temporary windshield unit

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019105044A (en) * 2017-12-11 2019-06-27 大嘉産業株式会社 Framework structure, framework kit, method for assembling framework structure, and method for designing framework structure
JP2021195827A (en) * 2020-06-17 2021-12-27 鹿島建設株式会社 Bridge pier and bridge

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