JPH0719496U - Member connection device for scaffolding - Google Patents

Member connection device for scaffolding

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Publication number
JPH0719496U
JPH0719496U JP4965593U JP4965593U JPH0719496U JP H0719496 U JPH0719496 U JP H0719496U JP 4965593 U JP4965593 U JP 4965593U JP 4965593 U JP4965593 U JP 4965593U JP H0719496 U JPH0719496 U JP H0719496U
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JP
Japan
Prior art keywords
flange member
horizontal
wedge
flange
connecting portion
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP4965593U
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Japanese (ja)
Other versions
JP2516813Y2 (en
Inventor
勧 八田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Alinco Inc
Original Assignee
Alinco Inc
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Filing date
Publication date
Application filed by Alinco Inc filed Critical Alinco Inc
Priority to JP1993049655U priority Critical patent/JP2516813Y2/en
Publication of JPH0719496U publication Critical patent/JPH0719496U/en
Application granted granted Critical
Publication of JP2516813Y2 publication Critical patent/JP2516813Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】 鉛直方向の支柱間に横ステーを架設連結する
足場等の部材連結装置として、運搬や保管において横に
した支柱の安定性がよく嵩の低い安定した積み重ね状態
とできる。 【構成】 円管状の支柱本体11にフランジ部材12が
固着された支柱10と、上記フランジ部材12を嵌入さ
せる水平開口部14を有する接続部15が両端に固着さ
れた横ステー13と、上記フランジ部材12及びこれに
跨嵌した上記接続部12の両者の係合孔16,17にわ
たって挿入される棒片状の楔18とからなり、フランジ
部材12が平面視で略多角形に形成されると共に、この
多角形の角部12aに上記係合孔16が設けられてなる
足場等の部材連結装置。
(57) [Abstract] [Purpose] As a member connecting device such as a scaffold that connects and connects horizontal stays between vertical columns, the columns laid horizontally during transportation and storage have good stability and low stacking state. it can. [Structure] A pillar 10 in which a flange member 12 is fixed to a cylindrical pillar main body 11, a horizontal stay 13 in which a connecting portion 15 having a horizontal opening 14 into which the flange member 12 is fitted is fixed in both ends, and the above-mentioned flange. The flange member 12 is formed into a substantially polygonal shape in a plan view, and is composed of a rod-shaped wedge 18 that is inserted over the engaging holes 16 and 17 of both the member 12 and the connecting portion 12 that is fitted over the member 12. A member connecting device such as a scaffold, in which the engaging hole 16 is provided in the polygonal corner portion 12a.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、建築時に仮設される足場等において、鉛直に立設される支柱に水平 な横ステーを連結するのに利用される部材連結装置に関する。 The present invention relates to a member connecting device used for connecting a horizontal lateral stay to a vertically-arranged pillar in a scaffold or the like temporarily installed during construction.

【0002】[0002]

【従来技術とその課題】[Prior art and its problems]

従来より、図8に示すように足場の支柱1と横ステー2とを連結する装置とし て、円管状の支柱本体1aに円形のフランジ部材3を溶接する一方、管状のステ ー本体2aに略コ字状に曲げ加工した金属板からなる接続部4をその中央板部4 aで当て付けて溶接し、この接続部4の上下板部4b,4c間にフランジ部材3 を挿嵌し、接続部4の上下板部4b,4cに設けた係合孔5,5とフランジ部材 3に設けた係合孔6に上方から楔7を挿入して連結するものがある。なお、図中 の8は接続部4の上板部4bの下面側に配置したスペーサーである。 Conventionally, as a device for connecting a scaffolding post 1 and a lateral stay 2 as shown in FIG. 8, a circular flange member 3 is welded to a circular tubular support body 1a while a tubular stay body 2a is substantially welded. The connecting portion 4 made of a metal plate bent into a U shape is abutted on the central plate portion 4a and welded, and the flange member 3 is inserted between the upper and lower plate portions 4b and 4c of the connecting portion 4 for connection. There is one in which a wedge 7 is inserted from above into the engaging holes 5 and 5 provided in the upper and lower plate portions 4b and 4c of the portion 4 and the engaging hole 6 provided in the flange member 3 to connect them. Reference numeral 8 in the figure denotes a spacer arranged on the lower surface side of the upper plate portion 4b of the connecting portion 4.

【0003】 しかしながら、前記従来の連結装置では、部材の運搬や保管において、支柱1 を横にして床面等に置いた際に転がり易い上に積み重ね状態でばらけ易く、非常 に安定性が悪く、しかも嵩張って大きなスペースをとるという問題があり、また 横ステー2の取扱い中に楔7が接続部4から抜落し易く、連結作業に支承をきた すと共に、両端の楔7,7を上方へ引き出した状態に保持しながら接続部4の上 下板部4b,4c間にフランジ部材3を挿嵌させることから、煩雑で且つ困難な 操作を必要とし作業性が悪いという難点があった。However, in the above-described conventional coupling device, when the members 1 are transported or stored, when the stanchions 1 are laid on the floor or the like, they are easy to roll and are easily scattered in a stacked state, which is very poor in stability. In addition, there is a problem that it is bulky and takes up a large space, and the wedge 7 is easily pulled out from the connecting portion 4 during handling of the horizontal stay 2, which causes support for the connecting work and the wedges 7 and 7 at both ends are raised. Since the flange member 3 is inserted between the upper and lower plate portions 4b and 4c of the connection portion 4 while being held in the pulled-out state, there is a problem that complicated and difficult operations are required and workability is poor.

【0004】 本考案は、上述の状況に鑑み、足場等の部材連結装置として、運搬や保管にお いて横にした支柱の安定性がよく嵩の低い安定した段積み状態とでき、しかも横 ステーの取扱い中に楔が抜落する恐れがなく、連結操作の作業性に優れる上、が た付きがなく強固な連結状態となし得る足場等の部材連結装置を提供することを 目的としている。In view of the above situation, the present invention is a member connecting device for scaffolding and the like, and can be stably stacked in a low bulk with good stability of the struts laid down during transportation and storage, and also in a horizontal stay. It is an object of the present invention to provide a member connecting device such as a scaffold, which has no possibility of a wedge coming off during handling, has excellent workability of connecting operation, and has a stable connected state without rattling.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するために、本考案の請求項1に係る部材連結装置は、円管状 の支柱本体11にフランジ部材12が固着された支柱10と、上記フランジ部材 12を嵌入させる水平開口部14を有する接続部15が両端に固着された横ステ ー13と、上記フランジ部材12及びこれに跨嵌した上記接続部12の両者の係 合孔16,17にわたって挿入される棒片状の楔18とからなり、上記フランジ 部材12が平面視で略多角形に形成されると共に、この多角形の角部12aに上 記係合孔16が設けられてなる構成を採用したものである。 In order to achieve the above object, the member connecting device according to claim 1 of the present invention comprises a column 10 in which a flange member 12 is fixed to a column body 11 and a horizontal opening 14 into which the flange member 12 is fitted. A rod-shaped wedge 18 to be inserted over the engagement holes 16 and 17 of both the lateral member 13 having the connecting portions 15 having the ends fixed to both ends and the flange member 12 and the connecting portion 12 straddling the flange member 12. The flange member 12 is formed in a substantially polygonal shape in a plan view, and the engaging hole 16 is provided at a corner 12a of the polygonal shape.

【0006】 また本考案の請求項2は、上記請求項1の部材連結装置において、フランジ部 材12の多角形の辺部12bをなす外周直線部に凹部20を有してなる構成を採 用したものである。Further, a second aspect of the present invention is the member connecting device according to the first aspect, wherein the flange portion 12 has a concave portion 20 in a straight outer peripheral portion forming a polygonal side portion 12b. It was done.

【0007】 また本考案の請求項3は、楔18の下端部に抜け止め突起19を有し、フラン ジ部材12の各係合孔16に上記抜け止め突起19を通過させる凹部16aが連 設されてなる構成を採用するものである。According to the third aspect of the present invention, the wedge 18 has a retaining projection 19 at the lower end thereof, and the engaging holes 16 of the flange member 12 are provided with a recess 16 a through which the retaining projection 19 passes. It adopts the structure that is formed.

【0008】[0008]

【作用】[Action]

請求項1によれば、支柱10のフランジ部材12が平面視で略角形であること から、この支柱10を横にして床面等に置いた際に該フランジ部材12の辺部1 2aで接地して転がることがなく、積み重ねても最下段が安定しているために崩 れにくい状態となる。しかも、該フランジ部材12に設けられる係合孔16が上 記の多角形の角部12aに位置するから、上記の横にして接地させた状態でフラ ンジ部材12の上下幅及び左右幅が小さく、それだけ積み置きの嵩が低くなる上 、係合孔16の位置では支柱本体11の半径方向に充分な肉部の幅をとれるので 、連結部におけるフランジ部材12の強度を充分に確保できる。 According to claim 1, since the flange member 12 of the strut 10 is substantially rectangular in a plan view, when the strut 10 is laid down on a floor or the like, the side portion 12a of the flange member 12 is grounded. It will not roll, and even if it is stacked, it will be difficult to collapse because the bottommost stage is stable. Moreover, since the engaging hole 16 provided in the flange member 12 is located at the corner 12a of the polygon described above, the vertical width and the horizontal width of the flange member 12 are small in the state where the flange member 12 is grounded sideways as described above. The bulk of the stacking is reduced by that much, and at the position of the engagement hole 16, a sufficient width of the wall portion can be taken in the radial direction of the column main body 11, so that the strength of the flange member 12 at the connecting portion can be sufficiently secured.

【0009】 請求項2によれば、フランジ部材12の正多角形の辺部12bをなす外周直線 部に凹部20を有しているため、支柱10を横にして積み重ねる際、上位の支柱 の支柱10の支柱本体11を下位の支柱10の上記凹部20に嵌合して上下に段 積みでき、しかも左右に隣接する支柱10,10も支柱本体11が互いのフラン ジ部材12の凹部20に嵌合し合うことになり、段積み状態が極めて安定したも のとなる。なお、フランジ部材12の多角形としては、平行な対辺を有する偶数 多角形、特に正四角形及び正八角形が好適である。According to the second aspect, since the concave portion 20 is provided in the outer peripheral straight line portion forming the regular polygonal side portion 12b of the flange member 12, when the pillars 10 are stacked side by side, the pillars of the upper pillars are stacked. The pillar bodies 11 of 10 can be vertically stacked by fitting in the recesses 20 of the lower pillar 10, and the pillar bodies 11 of the pillars 10, 10 adjacent to each other in the right and left can be fitted in the recesses 20 of the flange members 12 of each other. As a result, the stacking conditions are extremely stable. As the polygon of the flange member 12, an even polygon having parallel opposite sides, particularly a regular quadrangle and a regular octagon is preferable.

【0010】 また請求項3によれば、楔18は、接続部15に抜け止め突起19により係合 孔17から抜出不能に保持されているため、横ステー13の取扱い中に抜落する 恐れがないと共に、抜け止め突起19を上記係合孔17に係止した上方引出し状 態で後傾させ、そのまま該横ステー13を水平に保持して接続部15の水平開口 部14にフランジ部材12を嵌入させることができ、この嵌入後に楔18を引き 起こすだけでフランジ部材12の係合孔16に挿入できる。しかも、フランジ部 材12の係合孔16の一側縁に楔18の抜け止め突起19を通過させる凹部16 aを有するから、該係合孔16と楔18の左右幅をほぼ等しく設定しても当該係 合孔16に楔18を支承なく挿入でき、もって両者16,18の係合部分での左 右方向の間隙を極力少なくして、横ステー13の水平面内での回転を阻止し、が た付きのない強固な連結状態を実現できる。Further, according to the third aspect, since the wedge 18 is held in the connecting portion 15 by the retaining projection 19 so as not to be able to be pulled out from the engaging hole 17, there is a risk that the wedge 18 is pulled out during handling of the lateral stay 13. In addition, the retaining projection 19 is tilted backward in the upward pull-out state in which it is locked in the engaging hole 17, and the horizontal stay 13 is held horizontally so that the flange member 12 is held in the horizontal opening 14 of the connecting portion 15. Can be inserted, and the wedge 18 can be inserted into the engagement hole 16 of the flange member 12 only by raising the wedge 18 after the insertion. Moreover, since the recess 16a for allowing the retaining projection 19 of the wedge 18 to pass through is provided at one side edge of the engagement hole 16 of the flange member 12, the left and right widths of the engagement hole 16 and the wedge 18 are set to be substantially equal. Also, the wedge 18 can be inserted into the engagement hole 16 without supporting it, so that the gap in the left and right directions at the engaging portions of the both 16 and 18 is minimized to prevent the horizontal stay 13 from rotating in the horizontal plane. A strong connected state without rattling can be realized.

【0011】[0011]

【実施例】【Example】

図1において、10は金属製円管よりなる支柱本体11に複数のフランジ部材 12が所要間隔で溶接固着された支柱、13は管状のステー本体21の両端に箱 枠をなす接続部15が溶接固着された横ステーであり、予め所要間隔をおいて鉛 直に立設された多数本の支柱10…と水平方向に架設する多数本の横ステー13 …とを楔18…を介して連結することにより、必要な強度、構造、大きさを有す る仮設足場等の構造物に組み立てられる。 In FIG. 1, 10 is a pillar in which a plurality of flange members 12 are welded and fixed to a pillar main body 11 made of a metal circular tube at required intervals, and 13 is a tubular stay main body 21 to which a connecting portion 15 forming a box frame is welded. The horizontal stays are fixed, and a large number of vertical columns 10 ... Standing vertically at predetermined intervals are connected to a large number of horizontal stays 13 ... As a result, it can be assembled into a structure such as a temporary scaffold that has the required strength, structure, and size.

【0012】 図3及び図5に示すように、支柱10の各フランジ部材12は、各角部12a をアール状とした略正四角形の外形で中央に円孔22を有する金属板より構成さ れ、該円孔22に支柱本体11を挿通して、この挿通部の周囲を溶接することに より該支柱本体11に水平状態に固着されている。しかして該フランジ部材12 には、円孔22より各角部12aに向かう放射状に配置する切欠により、該円孔 22の半径方向に長い略長方形の4個の係合孔16が形成されると共に、各係合 孔16の片側縁(いずれも図3の時計回り方向の前方側の側縁)に凹部16aが 連接され、また外縁における略正方形の各辺部12bの中間部に支柱本体10の 外形円と同径円弧の円弧状凹部20を備えている。As shown in FIGS. 3 and 5, each of the flange members 12 of the support column 10 is made of a metal plate having a substantially square outer shape with each corner 12 a being rounded and having a circular hole 22 in the center. The pillar main body 11 is inserted into the circular hole 22 and the periphery of the insertion portion is welded to fix the pillar main body 11 in a horizontal state. The flange member 12 is provided with four substantially rectangular engaging holes 16 which are long in the radial direction of the circular hole 22 due to the notches radially arranged from the circular hole 22 toward the corners 12a. A concave portion 16a is connected to one side edge of each engagement hole 16 (each side edge on the front side in the clockwise direction in FIG. 3), and the strut main body 10 is provided at the middle portion of each substantially square side portion 12b at the outer edge. It is provided with an arcuate recess 20 having the same diameter as the outer circle.

【0013】 横ステー13の各接続部15は、所定形状に打ち抜かれた一枚の金属板を曲げ 加工して突き合わせ部で溶接することにより、図4に示すような上下幅が左右幅 より大きい箱枠に形成されている。この箱枠は、図2〜図6に示すように、水平 開口部14を挟む上下の前端壁15a,15bと、左右両側壁15c,15dと 、前記の突き合わせ溶接された部分よりなる上下両壁15e,15fとを備え、 且つ左右両側壁15c,15dの後部が弧状に膨らんで両側壁15c,15dに よって円弧状膨出側壁部15g,15hを形成し、これにより後面が完全開放し て円弧状の後端開口23を構成すると共に、上面前方側の開口したT字形の中央 線部分で係合孔17を構成する一方、左右両側壁15c,15dに水平開口部1 4より連続して切れ込む凹入部14a,14bを有し、また前後幅の小さい下壁 15fを後部寄りに位置させて下面が広く開口している。しかして、水平開口部 14は、その上下開口端壁、即ち前面壁部15a,15b間の開口幅が広く、こ の前面側よりテーパー部を経て左右両側の低位に続いており、これにより前面の 上下幅が凹入部14a,14bの上下幅よりも大に設定されると共に、支柱10 のフランジ部材12における最大突出幅つまり角部12aにおける半径方向幅に 比較して、右側の凹入部14aの水平長さが長く、且つ左側の凹入部14bの水 平長さが短く設定されている。また係合孔17の左右幅はフランジ部材12の係 合孔16の左右幅とほぼ等しく設定されている。Each connecting portion 15 of the horizontal stay 13 has a vertical width larger than the horizontal width as shown in FIG. 4 by bending a single metal plate punched into a predetermined shape and welding it at the abutting portion. It is formed in a box frame. As shown in FIGS. 2 to 6, the box frame includes upper and lower front end walls 15a and 15b sandwiching the horizontal opening 14, left and right side walls 15c and 15d, and upper and lower walls formed by the butt-welded portions. 15e and 15f, and the rear portions of the left and right side walls 15c and 15d bulge in an arc shape to form arcuate bulging side wall portions 15g and 15h by the side walls 15c and 15d, whereby the rear surface is completely opened and a circle is formed. The arc-shaped rear end opening 23 is formed, and the engaging hole 17 is formed by the T-shaped center line portion that is open on the front side of the upper surface, while the left and right side walls 15c and 15d are continuously cut from the horizontal opening portion 14. The lower wall 15f having the recessed portions 14a and 14b and having a small front and rear width is located closer to the rear portion, and the lower surface is wide open. Thus, the horizontal opening 14 has a wide opening width between the upper and lower open end walls, that is, the front wall portions 15a and 15b, and continues from the front side to the lower side on both the left and right sides through the taper portion. The upper and lower widths of the recesses 14a and 14b are set to be larger than that of the recesses 14a and 14b, and the maximum protrusion width of the flange member 12 of the support column 10, that is, the radial width of the corner 12a is larger than that of the recess 14a on the right side. The horizontal length is long and the horizontal length of the left recess 14b is set short. The lateral width of the engaging hole 17 is set to be substantially equal to the lateral width of the engaging hole 16 of the flange member 12.

【0014】 図2〜図6に示すように、楔18は、上部側の前後幅が下部側より広い楔形で 、且つ左右幅が係合孔16,17の左右幅よりも摺動に要する間隙分だけ僅かに 大きい横断面矩形の金属棒片からなり、上端部に後方へ突出する抜け止め突片2 4を有すると共に、下端部の左側面に円形の抜け止め突起19を備えており、且 つ横ステー中央側に面する後側縁18aに弧状の凹陥部25が形成されている。 しかして、この楔18は、前記の金属板より曲げ加工して接続部15の箱枠を形 成する際に、予め該接続部15の係合孔17となる位置に嵌め合わせておくこと により、該接続部15に、抜け止め突片24及び抜け止め突起19と係合孔17 との係嵌によって抜出不能且つ上下移動可能に保持される。As shown in FIGS. 2 to 6, the wedge 18 has a wedge shape in which the front-rear width on the upper side is wider than that on the lower side, and the left-right width is a gap required for sliding than the left-right width of the engagement holes 16 and 17. It is composed of a metal rod piece having a rectangular cross section, which is slightly larger than the above, and has a retainer protrusion 24 protruding rearward at the upper end, and a circular retainer protrusion 19 on the left side surface of the lower end, and An arcuate recess 25 is formed on the rear side edge 18a facing the center side of the horizontal stay. When the wedge 18 is bent from the metal plate to form the box frame of the connecting portion 15, the wedge 18 is fitted in advance to a position which will be the engaging hole 17 of the connecting portion 15. The retaining projection 24, the retaining projection 19, and the engaging hole 17 are engaged with the connecting portion 15 so that the retaining projection 24 cannot be pulled out and is vertically movable.

【0015】 横ステー13のステー本体21は、金属製丸パイプからなり、その各端部21 aを接続部15の後端開口23に挿嵌し、この嵌挿部分で該接続部15の左右壁 15c,15dに溶接wによって固着されている。なお、該横ステー13におけ る両端の接続部15,15は、水平開口部14の長い凹入部14aがステー本体 21の軸線を境として互いに逆側を向くように配置される。従って、両端の接続 部15,15には全く同一の箱枠を使用できる。The stay main body 21 of the horizontal stay 13 is made of a round metal pipe, and each end 21 a thereof is inserted into the rear end opening 23 of the connecting portion 15, and the left and right sides of the connecting portion 15 are inserted at the inserting portions. It is fixed to the walls 15c and 15d by welding w. The connecting portions 15 and 15 at both ends of the horizontal stay 13 are arranged such that the long recessed portions 14a of the horizontal opening 14 face opposite sides with respect to the axis of the stay body 21. Therefore, the same box frame can be used for the connecting portions 15 and 15 at both ends.

【0016】 上記構成の連結装置により仮設足場等の構造物を組み立てるには、先ず横ステ ー13を水平に保持し、その両側の楔18,18を上方へ引き出し後方へ傾倒さ せ、この状態で水平に保持した横ステー13を、予め横ステー13の全長に相当 する距離をおいて鉛直に立設された一対の支柱10,10のフランジ部材12, 12間に、各接続部15の水平開口部14の長い凹入部14aが対応する各フラ ンジ部材12と対向する形で、その軸線が両フランジ部材12,12を結ぶ直線 と交叉する状態に配置させ、この水平状態のまま旋回させることにより、両接続 部15,15を両フランジ部材12,12の角部12a部分に上記凹入部14a 側から同時もしくは順次に跨嵌させる。このとき、楔18は引出し状態にあるた めにフランジ部材12と干渉することはない。In order to assemble a structure such as a temporary scaffold by the connecting device having the above-described structure, first, the lateral stay 13 is held horizontally, and the wedges 18, 18 on both sides thereof are pulled out upward and tilted rearward. The horizontal stay 13 held horizontally by the horizontal stay 13 is provided between the flange members 12 of the pair of columns 10 vertically installed in advance at a distance corresponding to the entire length of the horizontal stay 13, and the horizontal connection of each connecting portion 15 is made. The long recessed portion 14a of the opening 14 faces each corresponding flange member 12, and the axis of the long recessed portion 14a is arranged so as to intersect with the straight line connecting the flange members 12 and 12 and swivel in this horizontal state. Thus, the connecting portions 15 and 15 are fitted over the corner portions 12a of the flange members 12 and 12 simultaneously or sequentially from the concave portion 14a side. At this time, since the wedge 18 is in the pulled-out state, it does not interfere with the flange member 12.

【0017】 しかして上記の跨嵌により、各フランジ部材12の挿嵌方向前方側の辺部12 bと、接続部15の短い凹入部14bの端縁つまり左側壁15cとが当接し、横 ステー13のより以上の旋回が不能となり、両者12,15は係合孔16,17 が鉛直線上に並ぶように位置決めされる。そして、この位置決め状態で各楔18 を引き起こして係合孔16に挿入して打ち込めば、接続部15が支柱10側へ引 き付けられ、その前面が支柱本体11の側面に強く圧接し、図2,図3及び図5 ,図6の如く支柱10,10と横ステー13とが強固に連結される。なお、この 楔18の挿入においては、その下端部に設けられた抜け止め突起18bは係合孔 16の凹部16aを通過することになる。As a result of the above-mentioned straddle, the side portion 12b on the front side in the insertion direction of each flange member 12 and the end edge of the short recessed portion 14b of the connecting portion 15, that is, the left side wall 15c, come into contact with each other, and the side stays are formed. Further turning of 13 is impossible, and both 12 and 15 are positioned so that the engaging holes 16 and 17 are aligned on the vertical line. When each wedge 18 is raised in this positioning state and inserted into the engagement hole 16 and driven in, the connecting portion 15 is attracted to the side of the column 10 and its front surface strongly presses against the side surface of the column main body 11. 2, the columns 10, 10 and the lateral stay 13 are firmly connected to each other as shown in FIGS. 3, 3, 5 and 6. When the wedge 18 is inserted, the retaining projection 18b provided at the lower end of the wedge 18 passes through the recess 16a of the engaging hole 16.

【0018】 この連結状態においては、横ステー13に外部から作用する鉛直面内での回転 力は、上下に長い接続部15の上下前端壁15a,15bが上下全長にわたり支 柱本体11の側面に圧接して規制される。また水平面内での回転力は、楔18と 両係合孔16,17とが左右方向についてもほぼ密接し、この係合部分での当接 、並びにフランジ部材12の辺部12bと接続部15の短い凹入部14bの端縁 との当接、の2ヵ所の当接により規制される。特に本実施例では接続部15が箱 枠構造で大きな剛性を有しているため、連結部は剛体的に保持されることになり 、がた付きのない極めて安定した状態となる。In this connected state, the rotational force in the vertical plane that acts on the horizontal stay 13 from the outside causes the upper and lower front end walls 15a and 15b of the vertically long connecting portion 15 to move to the side surface of the column main body 11 over the entire vertical length. It is pressed and regulated. Further, the rotational force in the horizontal plane is such that the wedge 18 and the engaging holes 16 and 17 are substantially in contact with each other in the left-right direction as well, and the contact at this engaging portion and the side portion 12b of the flange member 12 and the connecting portion 15 are performed. Is abutted with the edge of the short recessed portion 14b, and is abutted at two places. In particular, in this embodiment, since the connecting portion 15 has a box-frame structure and has a large rigidity, the connecting portion is held rigidly and is in a very stable state without rattling.

【0019】 なお、仮設足場等では、横ステー13上に渡した板体に作業者や各種の器材が 乗り、それらの重量が常に下向きにかかることになるが、本実施例においては、 ステー本体21の端部21aが箱枠をなす接続部15に挿嵌された状態で溶接さ れているため、溶接不良や過度の負荷により万一溶接部の破壊を生じても、他の 横ステー13により支柱10,10の間隔が一定に保たれるから、ステー本体2 0と接続部15が上下に外れることはなく、よって転落事故等は回避され極めて 安全である。In a temporary scaffold or the like, an operator or various equipment is placed on the plate passed on the horizontal stay 13, and the weight of the operator and various equipment is always downward. However, in the present embodiment, the stay main body is used. Since the end portion 21a of the welded portion 21 is welded in a state of being inserted into the connection portion 15 forming the box frame, even if the weld portion is broken due to poor welding or excessive load, the other horizontal stays 13 Since the space between the columns 10 is kept constant by this, the stay main body 20 and the connecting portion 15 do not come apart from each other in the vertical direction, so that a fall accident or the like is avoided and it is extremely safe.

【0020】 上記の横ステー13を取り外すには、楔18をフランジ12の係合孔16から 抜出して元の引出し状態に戻し、該横ステー13を取付時とは逆方向に旋回させ ればよく、これによって接続部15が支柱10のフランジ部材12から簡単に離 脱する。To remove the horizontal stay 13, the wedge 18 may be pulled out from the engagement hole 16 of the flange 12 and returned to the original pulled-out state, and the horizontal stay 13 may be rotated in the direction opposite to the mounting direction. As a result, the connecting portion 15 is easily separated from the flange member 12 of the column 10.

【0021】 しかして、支柱10を車両等で運搬したり倉庫や建設現場の資材置場に保管す る場合、横にした支柱10は正四角形をなすフランジ部材112の辺部12bで 接地するために転がることがなく、しかも図7に示すように、積み重ねる際に上 位の支柱の支柱10の支柱本体11を下位の支柱10の上記凹部20に嵌合して 上下に段積みでき、この段積み状態では左右に隣接する支柱10,10も支柱本 体11が互いのフランジ部材12の凹部20に嵌合し合うため、非常に安定して 崩れにくく且つ全体の嵩が低い形になる。Therefore, when the pillar 10 is carried by a vehicle or stored in a warehouse or a material storage area of a construction site, the laid pillar 10 is grounded at the side portion 12b of the flange member 112 having a square shape. As shown in FIG. 7, the pillar main body 11 of the pillar 10 of the upper pillar does not roll and fits into the recess 20 of the lower pillar 10 at the time of stacking. In this state, the columns 10 adjacent to each other on the left and right sides fit into the recesses 20 of the flange member 12 of the columns 11 so that the columns 10 are very stable and difficult to collapse and the overall bulk is low.

【0022】 なお、本考案においては、支柱10のフランジ部材12の外形を略正八角形と してもよいし、その辺部12bに設ける凹部20は例示した円弧状以外の種々の 形状に設定できる。また本考案では、接続部15の構造、水平開口部14の形状 、ステー本体21の断面形状、接続部15とステー本体21の連結構造等の細部 構成については、実施例以外に種々設計変更可能である。In the present invention, the outer shape of the flange member 12 of the column 10 may be a substantially regular octagon, and the recess 20 provided on the side portion 12b can be set to various shapes other than the illustrated arc shape. . Further, in the present invention, the detailed structure such as the structure of the connecting portion 15, the shape of the horizontal opening portion 14, the cross-sectional shape of the stay main body 21, the connecting structure of the connecting portion 15 and the stay main body 21 can be variously changed in design other than the embodiment. Is.

【0023】[0023]

【考案の効果】[Effect of device]

請求項1に係る足場等の連結装置によれば、支柱のフランジ部材が平面視で略 多角形であることから、該支柱を横にして置いても転がらず、運搬や保管におい て嵩が低く崩れにくい安定状態に積み重ねでき、しかもフランジ部材に設けられ る係合孔が上記の多角形の角部に位置するから、上記の横にして接地させた状態 でフランジ部材の上下幅及び左右幅が小さく、それだけ積み置きの嵩が低くなる 上、係合孔の位置では支柱本体の半径方向に充分な肉部の幅をとれるので、支柱 と横ステーとの連結部におけるフランジ部材側の強度を充分に確保できる。 According to the connection device for scaffolding or the like according to claim 1, since the flange member of the support pillar is substantially polygonal in a plan view, it does not roll even when the support pillar is placed sideways, and the bulkiness is low in transportation and storage. The flange members can be stacked in a stable state that is hard to collapse, and since the engaging holes provided in the flange member are located at the corners of the above polygon, the vertical width and horizontal width of the flange member can be It is small, and the stacking volume is low, and at the position of the engaging hole, a sufficient width of the wall can be taken in the radial direction of the strut body, so the strength of the flange member side at the joint between the strut and the horizontal stay is sufficient. Can be secured.

【0024】 請求項2に係る足場等の連結装置よれば、支柱の運搬や保管において、横にし た支柱のフランジ部材の凹部に上位の支柱の支柱本体を嵌合して積み重ねでき、 上下支柱間のずれを生じる恐れのない極めて安定した段積み状態とできるという 利点がある。According to the connection device for scaffolding or the like according to claim 2, in transporting or storing the support, the support main body of the upper support can be fitted and stacked in the recess of the flange member of the horizontal support. There is an advantage that it is possible to make a very stable stacking state in which there is no risk of misalignment.

【0025】 請求項3によれば、楔が横ステーの接続部に抜出不能に保持されて抜落する恐 れがないと共に、横ステーを水平に保持して支柱に連結する際、該楔を予め後傾 した引出し状態として、そのまま接続部の水平開口部にフランジ部材を嵌入させ ることができ、この嵌入後に楔を引き起こすだけでフランジ部材の係合孔に挿入 でき、また逆の手順により接続部とフランジ部材を離脱できるから、連結及び取 外し操作が極めて容易であり、加えてフランジ部材の係合孔の一側縁に楔の抜け 止め突起を通過させる凹部を有するから、該係合孔と楔の係合部分での左右方向 の間隙を極力少なくして、がた付きのない強固な連結状態を実現できる。According to the third aspect, there is no fear that the wedge will be irremovably held in the connecting portion of the horizontal stay and will fall out, and when the horizontal stay is held horizontally and is connected to the column, the wedge is retained. The flange member can be inserted into the horizontal opening of the connecting part as it is in the state of being pulled back in advance, and the wedge member can be inserted into the engaging hole of the flange member only by raising the wedge after the insertion, and by the reverse procedure. Since the connection part and the flange member can be separated, the connecting and disconnecting operations are extremely easy, and in addition, there is a recess at one side edge of the engagement hole of the flange member for allowing the retaining projection of the wedge to pass through. The gap between the holes and the wedges in the engagement direction in the left-right direction can be minimized to realize a solid connection state without rattling.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本考案の一実施例に係る連結装置を適用した
足場の正面図。
FIG. 1 is a front view of a scaffold to which a connecting device according to an embodiment of the present invention is applied.

【図2】 図1の仮想線円II内の拡大図。FIG. 2 is an enlarged view of a virtual circle II in FIG.

【図3】 図1のIII −III 線の断面矢視図。FIG. 3 is a cross-sectional view taken along the line III-III of FIG.

【図4】 同実施例における横ステーの正面図。FIG. 4 is a front view of a lateral stay in the embodiment.

【図5】 図2のV −V 線の断面矢視図。5 is a cross-sectional view taken along the line VV of FIG.

【図6】 図3のVI−VI線の断面矢視図。6 is a cross-sectional view taken along the line VI-VI of FIG.

【図7】 同実施例における支柱の段積み状態を示す縦
断正面図。
FIG. 7 is a vertical sectional front view showing a stacked state of columns in the embodiment.

【図8】 従来の連結装置を示す一部破断正面図。FIG. 8 is a partially cutaway front view showing a conventional coupling device.

【符号の説明】[Explanation of symbols]

10 支柱 11 支柱本体 12 フランジ部材 12a 角部 12b 辺部 13 横ステー 14 水平開口部 15 接続部 16 係合孔 16a 凹部 17 係合孔 18 楔 19 抜け止め突起 20 円弧状凹部(フランジ部材の外周直線部の凹
部)
10 Struts 11 Strut body 12 Flange members 12a Corners 12b Sides 13 Horizontal stays 14 Horizontal openings 15 Connections 16 Engagement holes 16a Recesses 17 Engagement holes 18 Wedges 19 Retaining protrusions 20 Arc-shaped recesses (outer peripheral straight line of flange members Recessed part)

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成6年4月18日[Submission date] April 18, 1994

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】図3[Name of item to be corrected] Figure 3

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図3】 [Figure 3]

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】図5[Name of item to be corrected] Figure 5

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図5】 [Figure 5]

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 円管状の支柱本体にフランジ部材が固着
された支柱と、上記フランジ部材を嵌入させる水平開口
部を有する接続部が両端に固着された横ステーと、上記
フランジ部材及びこれに跨嵌した上記接続部の両者の係
合孔にわたって挿入される棒片状の楔とからなり、上記
フランジ部材が平面視で略多角形に形成されると共に、
この多角形の角部に上記係合孔が設けられてなる足場等
の部材連結装置。
1. A support pillar having a flange member fixed to a circular tubular support body, a lateral stay having connection portions having horizontal openings into which the flange member is fitted fixed at both ends, the flange member and straddling it. It consists of a rod-shaped wedge that is inserted over both engagement holes of the fitted connecting portion, and the flange member is formed in a substantially polygonal shape in plan view,
A member connecting device such as a scaffold, in which the engaging holes are provided at the corners of the polygon.
【請求項2】 フランジ部材は多角形の辺部をなす外周
直線部に凹部を有してなる請求項1記載の足場等の部材
連結装置。
2. The member connecting device for a scaffold or the like according to claim 1, wherein the flange member has a concave portion in a straight outer peripheral portion forming a polygonal side portion.
【請求項3】 楔の下端部に抜け止め突起を有し、フラ
ンジ部材の各係合孔に上記抜け止め突起を通過させる凹
部が連設されてなる請求項1または2記載の足場等の部
材連結装置。
3. A member for scaffolding or the like according to claim 1, wherein the wedge has a retaining projection at the lower end thereof, and a recess for allowing the retaining projection to pass through is provided in each engagement hole of the flange member. Coupling device.
JP1993049655U 1993-09-13 1993-09-13 Member connection device for scaffolding Expired - Lifetime JP2516813Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993049655U JP2516813Y2 (en) 1993-09-13 1993-09-13 Member connection device for scaffolding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993049655U JP2516813Y2 (en) 1993-09-13 1993-09-13 Member connection device for scaffolding

Publications (2)

Publication Number Publication Date
JPH0719496U true JPH0719496U (en) 1995-04-07
JP2516813Y2 JP2516813Y2 (en) 1996-11-13

Family

ID=12837210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993049655U Expired - Lifetime JP2516813Y2 (en) 1993-09-13 1993-09-13 Member connection device for scaffolding

Country Status (1)

Country Link
JP (1) JP2516813Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200144233A (en) * 2019-06-18 2020-12-29 금강공업 주식회사 Horizontal units of system scaffold
KR20210073765A (en) * 2019-12-11 2021-06-21 백문자 A clamp for construction system scaffolding

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6022639U (en) * 1983-07-22 1985-02-16 アルインコ株式会社 Temporary supports used for construction work, etc.
JPS6068240U (en) * 1983-10-15 1985-05-15 株式会社 大三機工商会 Props for temporary scaffolding
JPS61115345U (en) * 1984-12-26 1986-07-21
JPS6239257U (en) * 1985-08-26 1987-03-09
JPH0468416A (en) * 1990-07-09 1992-03-04 Nec Eng Ltd Peripheral equipment user calling system
JP3048055U (en) * 1997-10-15 1998-05-06 利夫 小島 Insoles

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6022639U (en) * 1983-07-22 1985-02-16 アルインコ株式会社 Temporary supports used for construction work, etc.
JPS6068240U (en) * 1983-10-15 1985-05-15 株式会社 大三機工商会 Props for temporary scaffolding
JPS61115345U (en) * 1984-12-26 1986-07-21
JPS6239257U (en) * 1985-08-26 1987-03-09
JPH0468416A (en) * 1990-07-09 1992-03-04 Nec Eng Ltd Peripheral equipment user calling system
JP3048055U (en) * 1997-10-15 1998-05-06 利夫 小島 Insoles

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200144233A (en) * 2019-06-18 2020-12-29 금강공업 주식회사 Horizontal units of system scaffold
KR20210073765A (en) * 2019-12-11 2021-06-21 백문자 A clamp for construction system scaffolding

Also Published As

Publication number Publication date
JP2516813Y2 (en) 1996-11-13

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