JP5216419B2 - Connecting member - Google Patents

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JP5216419B2
JP5216419B2 JP2008142211A JP2008142211A JP5216419B2 JP 5216419 B2 JP5216419 B2 JP 5216419B2 JP 2008142211 A JP2008142211 A JP 2008142211A JP 2008142211 A JP2008142211 A JP 2008142211A JP 5216419 B2 JP5216419 B2 JP 5216419B2
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connection
girder
side wall
groove
column
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JP2009286589A (en
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賢一 金谷
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三栄荷役機械株式会社
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本発明は、建造物の骨組みとなる縦横方向に配設する桁部材と上下方向に配設する支柱部材とを接続するための接続部材に関し、より詳しくは、大なる荷重が掛かるイベント等において用いられるステージや倉庫において物品の保管棚として用いられるステージ等にも使用できる接続部材に関する。   The present invention relates to a connecting member for connecting a girder member arranged vertically and horizontally, which is a framework of a building, and a column member arranged vertically, and more specifically, used in an event where a large load is applied. The present invention relates to a connecting member that can also be used for a stage used as a storage shelf for goods in a stage or a warehouse.

従来、イベント等において用いられるステージや倉庫において物品の保管棚として用いられるステージは、縦横方向に配設される桁部材と上下方向に配設される支柱部材から構成した支持台の桁部材上に適当な床パネルを取り付け、同支持台を多数並べて用いている。   Conventionally, a stage used in an event, etc., or a stage used as an article storage shelf in a warehouse, is placed on a girder member of a support base composed of girder members arranged vertically and horizontally and strut members arranged vertically. Appropriate floor panels are installed, and a large number of the same support bases are used.

また支持台は、ステージ上の荷重や振動による揺れに抗して同ステージを安全に支えなければならないため、工場にて支持台を製造する際に、支持台の縦横方向に配設される桁部材と上下方向に配設される支柱部材とを溶接によって接続しているため、桁部材と支柱部材とが強固に、かつガタ付きなく固定されていて、ステージの床パネル上の人や物品を安全に支えることができている。   In addition, since the support base must safely support the stage against vibrations caused by loads and vibrations on the stage, when the support base is manufactured at the factory, the girders arranged in the vertical and horizontal directions of the support base Since the members and the column members arranged in the vertical direction are connected by welding, the girder member and the column members are firmly fixed without looseness, and people and articles on the floor panel of the stage It can be safely supported.

しかしながら、支持台の輸送や保管の際は、支持台の縦横方向に配設される桁部材と上下方向に配設される支柱部材とが溶接により接続されているため桁部材と支柱部材を分離することができず、したがって輸送の際は一度に輸送できる数量が限られ、また保管の際は広いスペースが必要となり、さらには所望の高さに合わせて支柱部材の長さを適宜選択するという自由度もないものであった。   However, when transporting or storing the support table, the beam members arranged in the vertical and horizontal directions of the support table and the column members arranged in the vertical direction are connected by welding, so that the beam members and the column members are separated. Therefore, when transporting, the quantity that can be transported at one time is limited, and when storing, a large space is required, and further, the length of the column member is appropriately selected according to the desired height. There was no degree of freedom.

このことから、例えば、特許文献1に記載されているもののように、4本ある支柱部材の内でそれぞれ2本の支柱部材をトラス構造により一体にして強度を持たせ、桁部材と支柱部材とを分離できるようにしたものもあるが、ステージは、同ステージにおける床パネル下方のステージ設置床面上に置く物品の出し入れに際し、少なくともステージの前後もしくは左右の一方向を運搬機が通過できるようにしてあるので、同運搬機の通過方向に対し直交方向にガタ付きが生じる恐れがあった。   From this, for example, as described in Patent Document 1, two strut members of the four strut members are integrated with the truss structure to give strength, and the girder member and the strut member Although the stage can be separated, the stage should allow the transporter to pass at least in the front-rear or left-right direction of the stage when putting in and out the article placed on the stage installation floor below the floor panel in the stage. As a result, there is a risk of rattling in a direction perpendicular to the passing direction of the transporter.

特開2007−55784号公報(第1〜9頁、図1〜図12)JP 2007-55784 A (pages 1 to 9, FIGS. 1 to 12)

本発明は、 支持台の縦横方向に配設される桁部材と上下方向に配設される支柱部材とをガタ付きを無いに等しく接続でき、また、桁部材と支柱部材を分離する際も支柱部材を1本ずつに分離できるようにして、支持台を輸送する際の数量をより多くでき、また、少ないスペースで充分に保管できるとともに支柱部材を所望の長さのものに交換することによって適用範囲の自由度が高く、さらに、ステージ設置床面上に置く物品の出し入れに際して運搬機がステージの前後左右いずれの方向にも通過できる接続部材を提供できるようにした。   The present invention can connect the girder member arranged in the vertical and horizontal directions of the support base and the column member arranged in the vertical direction equally with no backlash, and also when separating the girder member and the column member. It is possible to separate the members one by one, increase the quantity when the support base is transported, and it can be stored in a small space and can be applied by replacing the column member with the desired length The range of freedom is high, and it is also possible to provide a connecting member through which the transporter can pass in either the front, back, left, or right of the stage when an article placed on the floor surface of the stage is taken in or out.

上述した課題を解決するために、本発明に係る接続部材は、縦横方向に配設する桁部材と上下方向に配設する支柱部材とを接続するための接続部材であって、接続部材は、桁部材、支柱部材に対応させた内外寸法に形成してなる略U字溝状の接続本体と、支柱部材に取り付けて桁部材を支持するブロック体と、接続本体における溝底部を挟んで対向する両側壁の溝底部側と反対方向の側壁上端部側を互いが接近する方向に絞るための締め付け手段とから構成して、接続部材による桁部材と支柱部材との接続は、桁部材における一方の端面を接続本体における溝内底部に対向させて同桁部材の端部乃至端部近傍を接続本体の側壁における側壁上端部乃至側壁上端部近傍に、かつ同接続本体の溝内底部と桁部材の端部との間に支柱部材が通過できる間隙を設けて固定し、次いで、支柱部材における一方の端部から所定の距離を空けた側壁外面にブロック体を固定し、次いで、支柱部材におけるブロック体を接続本体における溝上方部開口側に向けて、かつブロック体よりも端部側の部位を桁部材の下方に入れ込み同ブロック体が桁部材に当接するまで支柱部材を接続本体における溝内に挿通し、次いで、締め付け手段によって接続本体の桁部材が位置していない部位における両側壁の側壁上端部側を互いが接近する方向に絞り、同両側壁で支柱部材を締め付けることができるようにしたものとしてある。   In order to solve the above-described problem, a connection member according to the present invention is a connection member for connecting a girder member arranged in the vertical and horizontal directions and a column member arranged in the vertical direction. A connection body having a substantially U-shaped groove formed to have an inside / outside dimension corresponding to the girder member and the column member, a block body that is attached to the column member and supports the beam member, and is opposed to each other with the groove bottom portion of the connection body interposed therebetween. The side wall upper end side opposite to the groove bottom side of both side walls is composed of fastening means for narrowing in the direction in which they approach each other, and the connection between the girder member and the column member by the connecting member is one of the girder members. The end face of the connecting member is opposed to the bottom of the groove in the connecting body, and the end or the vicinity of the end of the girder member is in the vicinity of the upper end of the side wall of the connecting body or the upper end of the side wall. The strut member can pass between the end The block body is fixed to the outer surface of the side wall at a predetermined distance from one end of the support member, and then the block body of the support member is directed to the groove upper portion opening side of the connection body. In addition, the part closer to the end than the block body is inserted below the girder member, and the column member is inserted into the groove in the connection body until the block body abuts on the girder member. It is assumed that the side wall upper end side of both side walls in the part where the member is not located is narrowed in the direction in which the side walls approach each other, and the column member can be tightened by the both side walls.

また前記桁部材を、接続本体における溝方向の端部乃至端部寄りに位置させて固定したものとしてある。   In addition, the girder member is fixed by being positioned at the end or near the end of the connecting body in the groove direction.

また前記接続本体における桁部材の固定部位を、桁部材の外形に合わせて切り欠いたものとしてある。   Further, the fixing part of the girder member in the connection main body is cut out in accordance with the outer shape of the girder member.

また前記接続本体における溝底部を挟んで対向する両側壁の溝底部側と反対方向の側壁上端部を、同溝内に挿通する支柱部材よりも高い位置となるように構成したものとしてある。   Further, the upper end of the side wall in the opposite direction to the side of the groove bottom of both side walls facing the groove bottom of the connection main body is configured to be higher than the column member inserted into the groove.

さらに前記ブロック体を支点に、締め付け手段によって接続本体の桁部材が位置していない部位における両側壁の側壁上端部側を互いが接近する方向に絞るものとしてある。   Further, with the block body as a fulcrum, the upper end portions of the side walls of the side walls at the portion where the girder member of the connection body is not located are tightened by the fastening means in the direction in which they approach each other.

本発明の接続部材によれば、桁部材と支柱部材とを接続するに際し、接続部材の本体となる接続本体を桁部材側に固定し、接続本体と桁部材側を一体にしているので、桁部材と接続本体とのガタ付きを無いに等しくできる。   According to the connecting member of the present invention, when connecting the girder member and the column member, the connecting main body that is the main body of the connecting member is fixed to the girder member side, and the connecting main body and the girder member side are integrated. There is no backlash between the member and the connection body.

そして、前述した接続本体と桁部材とを固定する際には、接続本体の溝底部と桁部材の端部との間に支柱部材が通過できる間隙を設けて固定しているため、この桁部材と一体になった接続本体に次いで接続する支柱部材の端部寄りを同間隙内に挿入でき、さらに支柱部材の側壁が、締め付け手段により絞られた接続本体の両側壁によって締め付けられるので、少なくとも接続本体の両側壁面によって支柱部材の接続本体における側壁上端部側の側壁角部がしっかりと保持されるとともに、支柱部材が接続本体の溝内底部に押圧されることから、支柱部材を同支柱部材の支持部位となる接続本体における溝内底部の全域で支持でき、したがって支柱部材においてもガタ付きを無いに等しく支持できる。   And when fixing the connection main body and the girder member as described above, a gap through which the column member can pass is provided between the groove bottom portion of the connection main body and the end portion of the girder member. Since the end of the column member to be connected next to the connecting body integrated with the connecting body can be inserted into the gap, and the side walls of the column member are tightened by the both side walls of the connecting body narrowed by the tightening means, so at least the connection The side wall corner on the side wall upper end portion side of the connecting body of the support member is firmly held by the both side wall surfaces of the main body, and the support member is pressed against the bottom of the groove of the connecting body. It can be supported in the entire area of the bottom of the groove in the connection main body serving as a support site, and therefore the column member can be equally supported without backlash.

また、接続本体と支柱部材との接続固定は、接続本体の両側壁面が支柱部材の接続本体における側壁上端部側の側壁角部を押圧して接続固定するようにしているので、接続本体の溝内に挿通する支柱部材の幅に対し接続本体の両側壁間を幅広くすることができ、したがって組み立ての際に支柱部材を接続本体の溝内にスムースに挿通することができる。   In addition, since the connection main body and the column member are connected and fixed, the both side wall surfaces of the connection main body press and fix the side wall corner on the side wall upper end of the connection main body of the column member. The width between both side walls of the connection body can be made wider than the width of the support member inserted into the connection body. Therefore, the support member can be smoothly inserted into the groove of the connection body during assembly.

さらに、支柱部材による桁部材の支持を、支柱部材に固定するブロック体で支持しているので、従来のように、支柱部材と桁部材を接続するボルトにより桁部材を支えるものと比して、大なる荷重が掛かる桁部材を安定、かつしっかりと支えることができる。   Furthermore, since the support of the beam member by the column member is supported by the block body fixed to the column member, as compared with the conventional example in which the beam member is supported by the bolt connecting the column member and the beam member, It is possible to stably and firmly support a girder member to which a large load is applied.

そして、桁部材と支柱部材とを分離できるとともに、支柱部材が1本ずつになるので、支持台を輸送する際、一度に輸送できる数量をより多くでき、また、保管の際も少ないスペースで充分に保管できる。   And, since the girder member and the support member can be separated and the support members are provided one by one, when transporting the support base, the quantity that can be transported at a time can be increased, and the space required for storage is sufficient. Can be stored.

これらのことから、大なる荷重が掛かるイベント等において用いられるステージや倉庫において物品の保管棚として用いられるステージは勿論のこと、プレハブハウス等の建物における骨組みを接続する際の接続部材としても応用できる。   From these, it can be applied not only to the stage used in an event where a large load is applied and the stage used as a storage shelf for goods in a warehouse, but also as a connecting member when connecting a framework in a building such as a prefab house. .

以下、本発明の接続部材を添付図面に基づいて説明する。
図1は、接続部材1の構成を示しており、内外寸法を桁部材、支柱部材に対応させて形成した接続本体2と、支柱部材に取り付けて桁部材を支持するブロック体7と、接続本体2における溝底部3aを挟んで対向する両側壁4の溝底部3a側と反対方向の両側壁4上端部側を互いが接近する方向に絞るための締め付け手段たるボルト10、ナット11の締め付け部材9から構成していて、例えば図2に示すようなステージ15の床16を支えるため数並べた支持台17を組み立てる際に、支持台17の構成部材である図3に示すような桁部材12、13、支柱部材14のそれぞれを接続するためのものである。
Hereinafter, the connection member of the present invention will be described with reference to the accompanying drawings.
FIG. 1 shows a configuration of a connection member 1, a connection main body 2 formed so that inner and outer dimensions correspond to a girder member and a column member, a block body 7 attached to the column member and supporting the beam member, and a connection main body 2, bolts 10 as tightening means for tightening the upper ends of both side walls 4 opposite to the groove bottom 3 a side of the opposite side walls 4 across the groove bottom 3 a in a direction approaching each other, and a tightening member 9 for the nut 11. For example, when assembling several support bases 17 arranged to support the floor 16 of the stage 15 as shown in FIG. 2, the spar member 12 as shown in FIG. 13 and for connecting each of the support members 14.

実施例に示している接続部材1は、請求項2から請求項5の形態を有するものであって、桁部材12を接続本体2の端部に固定しているとともに、桁部材12の固定部位を桁部材12の外形に合わせて切り欠いて(切り欠き部6)、接続本体2と桁部材12とを溶接して固定する際に、桁部材12の少なくとも2辺が接続本体2と溶接できるようにして、固定の強度がより上がるようにしている。   The connecting member 1 shown in the embodiment has the form of claims 2 to 5, and fixes the girder member 12 to the end of the connecting body 2, and the fixing part of the girder member 12. Is cut out in accordance with the outer shape of the girder member 12 (notched portion 6), and when the connection main body 2 and the girder member 12 are welded and fixed, at least two sides of the girder member 12 can be welded to the connection main body 2. In this way, the fixing strength is further increased.

また、接続本体2の溝底部3aを挟んで対向する両側壁4の溝底部3a側と反対方向の側壁4上端部を、溝3内に挿通する支柱部材14よりも高なる位置にしていて、また両側壁4には、支柱部材14よりも高なる位置に締め付け手段たるボルト10の通孔8を設けている。   Further, the upper end of the side wall 4 opposite to the groove bottom 3a side of both side walls 4 facing the groove bottom 3a of the connection body 2 is positioned higher than the column member 14 inserted into the groove 3, Further, the side walls 4 are provided with through holes 8 for bolts 10 serving as tightening means at positions higher than the column members 14.

そして、支柱部材14に固定したブロック体7に、前記締め付け手段たるボルト10が通過できる通孔8を設けていて、ブロック体7を支点に、ブロック体7の通孔8、接続本体2における側壁4の通孔8に挿通したそれぞれのボルト10とボルト10に螺合するナット11とによる締め付けにより、両側壁4の上端部側を互いが接近する方向に絞れるようにしている。   The block body 7 fixed to the column member 14 is provided with a through hole 8 through which the bolt 10 as the tightening means can pass, and the block body 7 serves as a fulcrum and the through hole 8 of the block body 7 and the side wall of the connection body 2 are provided. By tightening each bolt 10 inserted through the four through-holes 8 and the nut 11 screwed into the bolt 10, the upper end portions of the side walls 4 can be narrowed in the direction in which they approach each other.

しかしながら、実施例では示していないが、強度をそれほど必要としない場合は、接続本体2に切り欠き部6を形成しないで、桁部材12の端部乃至端部近傍を接続本体2の両側壁4もしくは一方の側壁4における端部乃至端部近傍に固定する場合もある。   However, although not shown in the embodiment, when the strength is not so required, the notch portion 6 is not formed in the connection body 2, and the end portion or the vicinity of the end portion of the girder member 12 is connected to both side walls 4 of the connection body 2. Alternatively, the side wall 4 may be fixed at an end portion or in the vicinity of the end portion.

また桁部材12を接続本体2の端部に固定しないで、接続本体2の中程に固定する場合もある。   Further, the girder member 12 may be fixed to the middle of the connection body 2 without being fixed to the end of the connection body 2.

本実施例では、接続部材1と桁部材12、13との固定の方法を溶接としているが、これらを形成する素材により、溶接ではなく一般的な接着剤を用いて固定する場合もある。   In this embodiment, the method of fixing the connecting member 1 and the girder members 12 and 13 is welding, but depending on the material forming these, there are cases where fixing is performed using a general adhesive instead of welding.

また、ブロック体7の通孔8、接続本体2における側壁4の通孔8に挿通したそれぞれのボルト10と、同ボルトに螺合するナット11とによる締め付けにより、両側壁4の上端部側を互いが接近する方向に絞るようにするのではなく、例えば、クランプ具のような構造の締め付け具により、接続本体2における両側壁4の上端部側を互いが接近する方向に絞るようにする場合もある。   Further, by tightening each bolt 10 inserted through the through hole 8 of the block body 7, the through hole 8 of the side wall 4 in the connection body 2, and the nut 11 screwed into the bolt, the upper end side of the side walls 4 is When the upper end portions of the side walls 4 of the connection body 2 are narrowed in the direction in which they approach each other, for example, by using a tightening tool having a structure such as a clamp, instead of narrowing in the direction in which they approach each other. There is also.

次に、図1に示す本発明の接続部材1を用いて、図3に示す桁部材12、13と支柱部材14との接続工程を、図4から図8により説明する。   Next, using the connection member 1 of the present invention shown in FIG. 1, the connection process between the girder members 12 and 13 and the column member 14 shown in FIG. 3 will be described with reference to FIGS.

先ず、縦横方向に配設する桁部材12における一方の端面を接続本体2における溝3の溝底部3aに対向させて、桁部材12の端部と長手方向の辺部を接続本体2の切り欠き部6に、かつ接続本体2の溝底部3aと桁部材12の端部との間に後で挿入する支柱部材14が通過できる間隙を設けて溶接固定し、さらに桁部材13を、接続本体2の側壁4外面における所定の位置に溶接固定する(図4)。   First, one end face of the girder member 12 arranged in the vertical and horizontal directions is opposed to the groove bottom 3a of the groove 3 in the connection main body 2, and the end of the girder member 12 and the side in the longitudinal direction are notched in the connection main body 2. A gap that allows a post member 14 to be inserted later to pass between the groove bottom 3a of the connection main body 2 and the end of the girder member 12 is provided in the portion 6 and fixed by welding. Are fixed to a predetermined position on the outer surface of the side wall 4 (FIG. 4).

次いで、支柱部材14における一方の端部から所定の距離を空けた側壁外面にブロック体7を溶接固定する(図5)。   Next, the block body 7 is fixed by welding to the outer surface of the side wall at a predetermined distance from one end of the column member 14 (FIG. 5).

次いで、支柱部材14におけるブロック体7を接続本体2における溝3上方部開口側に向け、かつブロック体7よりも端部側の部位を桁部材12の下方に入れ込みブロック体7が桁部材12に当接するまで支柱部材14を接続本体2における溝3内に挿通する(図6)。   Next, the block body 7 in the column member 14 is directed to the upper opening side of the groove 3 in the connection body 2, and the part on the end side of the block body 7 is inserted below the beam member 12, so that the block body 7 becomes the beam member 12. The strut member 14 is inserted into the groove 3 in the connection body 2 until it abuts (FIG. 6).

次いで、締め付け手段たる締め付け部材9のボルト10を、接続本体2の外方から接続本体2の側壁4における通孔5、ブロック体7の通孔8に挿通する(図7)。   Next, the bolt 10 of the fastening member 9 as a fastening means is inserted from the outside of the connection body 2 into the through hole 5 in the side wall 4 of the connection body 2 and the through hole 8 of the block body 7 (FIG. 7).

次いで、接続本体2の側壁4における通孔5、ブロック体7の通孔8に挿通したボルト10にナット11を螺合し、ボルト10とボルト10に螺合するナット11とによる締め付けにより、接続本体2における両側壁4の上端部側を互いが接近する方向(図中の矢印方向)に絞る(図8)。   Next, the nut 11 is screwed into the bolt 10 inserted through the through hole 5 in the side wall 4 of the connection body 2 and the through hole 8 of the block body 7, and the connection is performed by tightening the bolt 10 and the nut 11 screwed into the bolt 10. The upper end sides of the side walls 4 in the main body 2 are narrowed in the direction in which they approach each other (arrow direction in the figure) (FIG. 8).

これにより、接続部材1の本体となる接続本体2と桁部材12、13とが溶接で固定されて一体となり、また、支柱部材14のブロック体7よりも端部側の部位が接続本体2の溝底部3aと桁部材12の端部との間に有する隙間に入り込み、またボルト10にナット11とによる締め付けにより絞られた接続本体2の両側壁4によって支柱部材14の側壁角部がしっかりと保持されるとともに、支柱部材14が接続本体2の溝底部3a内面に押圧されるため、支柱部材14を、支柱部材14の支持部位となる接続本体2における溝底部3a内面の全域で支持することができ、したがって前記桁部材12、13、支柱部材14をガタ(遊び)が無いに等しい状態で支持することができる。   Thereby, the connection main body 2 which becomes the main body of the connection member 1 and the girder members 12 and 13 are fixed and integrated by welding, and the portion of the support member 14 on the end side of the block body 7 is the connection main body 2. The side wall corners of the column member 14 are firmly inserted into the gap between the groove bottom 3a and the end of the girder member 12 and the side walls 4 of the connection body 2 that are tightened by tightening the bolt 10 with the nut 11. Since the column member 14 is held and pressed against the inner surface of the groove bottom 3 a of the connection body 2, the column member 14 is supported over the entire area of the inner surface of the groove bottom 3 a of the connection body 2 that serves as a support portion of the column member 14. Therefore, the girder members 12 and 13 and the column member 14 can be supported in a state equivalent to no play (play).

さらに、支柱部材14による桁部材12、13の支持を、支柱部材14に固定するブロック体7で支持しているので、大なる荷重が掛かる桁部材12、13を安定、かつしっかりと支えることができる。   Furthermore, since the support of the girder members 12 and 13 by the support member 14 is supported by the block body 7 fixed to the support member 14, the support members 12 and 13 to which a large load is applied can be supported stably and firmly. it can.

また、図7におけるボルト10の挿通方向を、ブロック体7の内方からブロック体7の通孔8、接続本体2の側壁4における通孔5に挿通する場合もある。   Further, the insertion direction of the bolt 10 in FIG. 7 may be inserted from the inside of the block body 7 into the through hole 8 of the block body 7 and the through hole 5 in the side wall 4 of the connection body 2.

本発明に係る接続部材の構成を示す斜視図。The perspective view which shows the structure of the connection member which concerns on this invention. 支持台の一例を示す斜視図。The perspective view which shows an example of a support stand. 各接続部材を示す斜視図。The perspective view which shows each connection member. 本接続部材による接続工程を示す図。The figure which shows the connection process by this connection member. 本接続部材による接続工程を示す図。The figure which shows the connection process by this connection member. 本接続部材による接続工程を示す図。The figure which shows the connection process by this connection member. 本接続部材による接続工程を示す図。The figure which shows the connection process by this connection member. 本接続部材による接続工程を示す図。The figure which shows the connection process by this connection member.

符号の説明Explanation of symbols

1 接続部材
2 接続本体
3 溝
3a 溝底部
4 側壁
5 通孔
6 切り欠き部
7 ブロック体
8 通孔
9 締め付け部材
10 ボルト
11 ナット
12 桁部材
13 桁部材
14 支柱部材
15 ステージ
16 床
17 支持台
DESCRIPTION OF SYMBOLS 1 Connection member 2 Connection main body 3 Groove 3a Groove bottom part 4 Side wall 5 Through hole 6 Notch part 7 Block body 8 Through hole 9 Tightening member 10 Bolt 11 Nut 12 Girder member 13 Girder member 14 Strut member 15 Stage 16 Floor 17 Support stand

Claims (5)

縦横方向に配設する桁部材と上下方向に配設する支柱部材とを接続するための接続部材であって、接続部材を、桁部材、支柱部材に対応させた内外寸法に形成してなる略U字溝状の接続本体と、支柱部材に取り付けて桁部材を支持するブロック体と、接続本体における溝底部を挟んで対向する両側壁の溝底部側と反対方向の側壁上端部側を互いが接近する方向に絞るための締め付け手段とから構成して、接続部材による桁部材と支柱部材との接続は、桁部材における一方の端面を接続本体における溝内底部に対向させて同桁部材の端部乃至端部近傍を接続本体の側壁における側壁上端部乃至側壁上端部近傍に、かつ同接続本体の溝内底部と桁部材の端部との間に支柱部材が通過できる間隙を設けて固定し、次いで、支柱部材における一方の端部から所定の距離を空けた側壁外面にブロック体を固定し、次いで、支柱部材におけるブロック体を接続本体における溝上方部開口側に向けて、かつブロック体よりも端部側の部位を桁部材の下方に入れ込み同ブロック体が桁部材に当接するまで支柱部材を接続本体における溝内に挿通し、次いで、締め付け手段によって接続本体の桁部材が位置していない部位における両側壁の側壁上端部側を互いが接近する方向に絞り、同両側壁で支柱部材を締め付けることができるように構成してなる接続部材。   A connection member for connecting a girder member arranged in the vertical and horizontal directions and a column member arranged in the vertical direction, wherein the connection member is formed to have an inside / outside dimension corresponding to the girder member and the column member. A U-shaped connecting body, a block body that is attached to the column member and supports the girder member, and a side wall upper end side opposite to the groove bottom side of both side walls facing each other across the groove bottom portion of the connecting body. The connecting member is connected to the beam member and the column member by tightening means for narrowing in the approaching direction. One end surface of the beam member is opposed to the groove bottom in the connection body, and the end of the beam member is connected. And the vicinity of the end of the connecting body at the upper end of the side wall of the connecting body or the vicinity of the upper end of the side wall, and between the bottom of the groove of the connecting body and the end of the girder member, And then one end of the strut member The block body is fixed to the outer surface of the side wall at a predetermined distance from the block body, and then the block body of the column member is directed to the groove upper portion opening side of the connection body, and the end portion side of the block body is arranged on the side of the girder member. Insert the strut member into the groove in the connection body until the block body abuts against the beam member, and then tighten the side wall upper end side of the side walls at the part where the beam member of the connection body is not located by the fastening means. A connecting member configured such that it can be squeezed in the direction in which they approach each other, and the strut members can be tightened by both side walls. 前記桁部材を、接続本体における溝方向の端部乃至端部寄りに位置させて固定してなる請求項1に記載の接続部材。   The connection member according to claim 1, wherein the girder member is fixed by being positioned at or near an end of the connection main body in the groove direction. 前記接続本体における桁部材の固定部位を、桁部材の外形に合わせて切り欠いてなる請求項1に記載の接続部材。   The connection member according to claim 1, wherein a fixing part of the girder member in the connection main body is cut out in accordance with the outer shape of the girder member. 前記接続本体における溝底部を挟んで対向する両側壁の溝底部側と反対方向の側壁上端部を、同溝内に挿通する支柱部材よりも高い位置となるように構成してなる請求項1に記載の接続部材。   The upper end of the side wall in the direction opposite to the groove bottom side of both side walls facing each other across the groove bottom in the connection body is configured to be higher than the column member inserted into the groove. The connecting member as described. 前記ブロック体を支点に、締め付け手段によって接続本体の桁部材が位置していない部位における両側壁の側壁上端部側を互いが接近する方向に絞ってなる請求項1に記載の接続部材。   The connection member according to claim 1, wherein the block body is used as a fulcrum, and the side wall upper end portions of both side walls at a portion where the girder member of the connection main body is not located are tightened in a direction approaching each other.
JP2008142211A 2008-05-30 2008-05-30 Connecting member Active JP5216419B2 (en)

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JPS56156511A (en) * 1981-01-17 1981-12-03 Kyoei Shoji Co Ltd Support leg device
JPH0677559U (en) * 1993-04-09 1994-11-01 株式会社アサヒ Easy-to-assemble workbench
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