JP5554729B2 - Connecting material between support columns - Google Patents

Connecting material between support columns Download PDF

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JP5554729B2
JP5554729B2 JP2011014112A JP2011014112A JP5554729B2 JP 5554729 B2 JP5554729 B2 JP 5554729B2 JP 2011014112 A JP2011014112 A JP 2011014112A JP 2011014112 A JP2011014112 A JP 2011014112A JP 5554729 B2 JP5554729 B2 JP 5554729B2
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corner
support frame
support
strut
connecting portion
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JP2012154100A (en
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英輝 野々村
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Pica Corp
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Pica Corp
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本発明は、作業台を構成する支持枠に対して好適に使用することができる作業台の支柱間連結材に関するものである。   The present invention relates to a connecting member between support columns of a work table that can be suitably used for a support frame constituting the work table.

一対の支持枠と、これら両支持枠によって上方で支持される台板とを有して構成される作業台では、台板上での高所作業と、台板から降りて作業台を横移動させる作業とを何度も繰り返すことがあるため、この横移動を容易化する目的で、両支持枠の下端部にキャスター装置が取り付けられることがある。
このキャスター装置を取り付けるため、支持枠の下端部には、接地床面に平行(水平)な面を有した取付部材を設けるようにしていた(例えば、特許文献1参照)。
In a workbench that includes a pair of support frames and a base plate supported above by both of these support frames, work at a high place on the base plate and move the work table laterally down from the base plate Since this operation may be repeated many times, a caster device may be attached to the lower end portions of both support frames for the purpose of facilitating the lateral movement.
In order to attach this caster device, an attachment member having a parallel (horizontal) surface to the ground floor is provided at the lower end of the support frame (see, for example, Patent Document 1).

ところで、このような作業台には、一対の支持枠の接地角(上部ほど相互接近するように傾斜する方向と床面とで成す角度)が異なるようになされたものがある(例えば、特許文献2等参照)。   By the way, in such a work table, there is one in which the grounding angle of the pair of support frames (the angle formed between the direction of inclination so as to approach each other and the floor surface) is different (for example, Patent Documents). (See 2nd grade).

特開平10−252259号公報JP 10-252259 A 特開2006−312867号公報JP 2006-31867 A

接地角が異なる支持枠に対してキャスター装置等を取り付けるためには、それぞれの支持枠に対して、その接地角に対応させた別形状の取付部材が必要となる。そのため、作業台を構成する部品点数が多くなり、製造上、部品管理や組立作業の面倒、高コスト化等が生じていた。
なお、支持枠の下端部に略長方形断面の条材(角パイプ等)を架設して、この条材の下面を水平なキャスター装置取付面として使用することもあったが、この場合、条材は支持枠の接地角と関連させない取付構造とせざるを得ない。すなわち、支持枠を構成する幅方向一対の支柱に条材の端部を当接させて、支柱外側からネジ止めするだけであるから、条材を周方向回り止めする作用(キャスター装置の取付面を水平に保持させる固定力)が得られにくいということがあった。
In order to attach a caster device or the like to support frames having different contact angles, attachment members having different shapes corresponding to the contact angles are required for the support frames. For this reason, the number of parts constituting the workbench has increased, resulting in troublesome parts management and assembling work, and increased costs.
In some cases, a strip (such as a square pipe) having a substantially rectangular cross section was installed at the lower end of the support frame, and the lower surface of this strip was used as a horizontal caster device mounting surface. Must be a mounting structure that does not relate to the ground angle of the support frame. In other words, since the end of the strip material is brought into contact with a pair of width direction struts constituting the support frame and only screwed from the outside of the strut, the action of preventing the strip material from rotating in the circumferential direction (the mounting surface of the caster device) In some cases, it is difficult to obtain a fixing force that keeps the

本発明は、上記事情に鑑みてなされたものであって、接地角の異なる支持枠を有して構成される作業台にキャスター装置等の付属部材を取り付けるに際し、各支持枠に対して共通使用できると共に、周方向回り止めが容易且つ確実に得られるようにした作業台の支柱間連結材を提供することを目的とする。   The present invention has been made in view of the above circumstances, and is commonly used for each support frame when attaching an attachment member such as a caster device to a work table configured to have a support frame having a different contact angle. It is another object of the present invention to provide a connection member between support columns of a work table that can be easily and reliably obtained in the circumferential direction.

前記目的を達成するために、本発明は次の手段を講じた。
即ち、本発明に係る作業台の支柱間連結材1は、主壁12とその少なくとも一端部の側壁13とを有する形条材で支柱10が形成され、側壁13を対向内側にして一対の前記支柱10,10を連結して支持枠5,6が形成され、一対の支持枠5,6を上部ほど相互接近する方向に傾斜して上部で連結して作業台2が形成されており、前記支持枠5,6には幅方向一対の支柱10,10間を連結する支柱間連結材1が設けられており、前記支柱間連結材1は両端部に前記幅方向一対の支柱10,10に連結される略四角形断面の連結部16が形成され、この連結部16は、支持枠5の接地角αと略同じ角度の挟角を有する第1角部21と、この第1角部21の対角で第1角部21と異なる挟角を有する第2角部23とが形成されていると共に、第1角部21と第2角部23との間に配置される一方の角部22が直角に形成されており、前記連結部16の第1角部21と隣接する面30が支柱10の前記側壁13内面と面接触して支柱10に連結されていることを特徴とする。
In order to achieve the above object, the present invention has taken the following measures.
In other words, the column-to-column connection member 1 of the work table according to the present invention includes a column 10 having a main wall 12 and a side wall 13 at least at one end thereof. The support frames 5 and 6 are formed by connecting the support columns 10 and 10, and the work table 2 is formed by connecting the pair of support frames 5 and 6 in the direction of approaching each other toward the upper part and connecting at the upper part. The support frames 5, 6 are provided with inter-strut coupling members 1 that couple the pair of width-direction struts 10, 10. The inter-strut coupling member 1 is connected to the pair of width-direction struts 10, 10 at both ends. A connecting portion 16 having a substantially square cross section to be connected is formed. The connecting portion 16 includes a first corner portion 21 having a narrow angle substantially equal to the ground contact angle α of the support frame 5, and the first corner portion 21. A second corner portion 23 having a diagonal angle different from that of the first corner portion 21 is formed, and One corner portion 22 disposed between the one corner portion 21 and the second corner portion 23 is formed at a right angle, and the surface 30 adjacent to the first corner portion 21 of the connecting portion 16 is the above-described pillar 10. It is characterized by being connected to the support column 10 in surface contact with the inner surface of the side wall 13.

前記支柱10は主壁12の両端部に側壁13を有する断面コ字状の溝形条材で形成されていて、前記支持枠5,6は一対の前記支柱10,10を溝を対向させて連結して形成さ
れており、前記支柱間連結材1は全長に亘って連結部16と同一の略四角形断面に形成され、連結部16の4つの面27〜30はそれぞれ支柱10の溝幅よりも小さく形成され、連結部16の4つの角部21〜24の少なくとも2箇所に支柱10の主壁12を貫通するネジ33が螺合可能なネジ螺合部32が形成されているものとするのが好適である。
The support column 10 is formed of a groove-shaped strip having a U-shaped cross section having side walls 13 at both ends of the main wall 12, and the support frames 5, 6 have a pair of the support columns 10, 10 facing the groove. The connecting member 1 between the struts is formed in a substantially square cross section that is the same as the connecting portion 16 over the entire length, and the four surfaces 27 to 30 of the connecting portion 16 are respectively larger than the groove width of the strut 10. It is also assumed that a screw threaded portion 32 to which a screw 33 penetrating the main wall 12 of the column 10 can be threaded is formed at least at two positions of the four corner portions 21 to 24 of the connecting portion 16. Is preferred.

前記作業台2は互いに接地角α,βが異なる主支持枠5と副支持枠6とを有しており、前記支柱間連結材1の連結部16は第1角部21の挟角が主支持枠5の接地角αと略同じ角度に設定され、前記第2角部23の挟角が副支持枠6の接地角βと略同じ角度に設定され、この第2角部23と隣接する面29は副支持枠6の一対の支柱10,10において対向内側となる側壁13の内面と面接触可能に形成されているものとするのが好適である。   The work table 2 includes a main support frame 5 and a sub-support frame 6 having different ground angles α and β, and the connecting portion 16 of the inter-strut connecting member 1 has a main angle of the first corner portion 21 as a main angle. The contact angle of the support frame 5 is set to be substantially the same angle, and the included angle of the second corner portion 23 is set to be substantially the same as the contact angle β of the sub-support frame 6, and is adjacent to the second corner portion 23. It is preferable that the surface 29 is formed so as to be in surface contact with the inner surface of the side wall 13 which is the opposed inner side of the pair of support columns 10 and 10 of the sub-support frame 6.

本発明に係る作業台の支柱間連結材は、接地角の異なる支持枠を有して構成される作業台にキャスター装置等の付属部材を取り付けるに際し、各支持枠に対して共通使用できると共に、周方向回り止めが容易且つ確実に得られるようになる。   When connecting attachment members such as caster devices to a workbench configured to have a support frame with a different contact angle, the work strut connecting member of the workbench according to the present invention can be commonly used for each support frame, The circumferential detent can be obtained easily and reliably.

支柱間連結材の取付状態を示した側面図である。It is the side view which showed the attachment state of the connection material between support | pillars. 上下部に支柱間連結材を取り付けた作業台の側面図である。It is a side view of the work bench | platform which attached the connection material between support | pillars to upper and lower parts. 図2のA−A線矢視図である。It is an AA arrow directional view of FIG. 図1のB−B線断面図である。It is the BB sectional view taken on the line of FIG. 本発明に係る支柱間連結材の実施形態を示した側面図である。It is the side view which showed embodiment of the connection material between support | pillars concerning this invention. 支柱間連結材の別の取付状態を示した側面図である。It is the side view which showed another attachment state of the connection material between support | pillars. 下部に支柱間連結材を取り付けた作業台の側面図である。It is a side view of the work bench | platform which attached the connection material between support | pillars to the lower part. 図7のC−C線矢視図である。It is CC line arrow line view of FIG.

以下、本発明の実施の形態を、図面に基づき説明する。
図1乃至図5は、本発明に係る支柱間連結材1の実施形態を示している。図2及び図3に示すように、この支柱間連結材1は、作業台2に対してキャスター装置3aや手摺り装置3b、握り棒3c等の付属部材3を取り付ける際の基部として使用する。
作業台2は、上部ほど相互接近する方向に傾斜する一対の支持枠5,6を有し、これら支持枠5,6の上端部が台板7に対してそれぞれ折畳み自在に連結された構成となっている。支持枠5,6の間は、長手方向中間部を折曲自在にした連結アーム9によって連結されており、これらによって支持枠5,6は台板7を挟んで相互接近、離反させる方向で開閉させることができる。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 thru | or FIG. 5 has shown embodiment of the connection material 1 between support | pillars which concerns on this invention. As shown in FIGS. 2 and 3, the inter-strut connecting member 1 is used as a base when attaching the attachment member 3 such as the caster device 3 a, the handrail device 3 b, and the grip bar 3 c to the work table 2.
The work table 2 has a pair of support frames 5 and 6 that incline toward each other toward the upper part, and the upper ends of the support frames 5 and 6 are connected to the base plate 7 so as to be foldable. It has become. The support frames 5 and 6 are connected by a connecting arm 9 whose middle part in the longitudinal direction is bendable. With these, the support frames 5 and 6 are opened and closed in a direction in which the base plate 7 is moved toward and away from each other. Can be made.

支持枠5,6は、いずれも、幅方向に所定間隔をおいて設けられた一対の支柱10,10と、これら支柱10,10の相互間を連結するように水平に架設された横桟11とを有して構成されている。
図4に示すように、支柱10は、主壁12と、この主壁12の少なくとも一端部の側壁13とを有する形条材で形成されている。本実施形態では、主壁12の両端部に側壁13が設けられて、支柱10が断面コ字状の溝形条材で形成された場合を示している。各支持枠5,6を構成するとき、一対の支柱10,10は、互いの側壁13,13を対向内側にして(互いの溝14,14を対向させて)配置されている。
Each of the support frames 5 and 6 includes a pair of support columns 10 and 10 provided at predetermined intervals in the width direction, and a horizontal beam 11 that is horizontally installed so as to connect the support columns 10 and 10 to each other. And is configured.
As shown in FIG. 4, the column 10 is formed of a strip material having a main wall 12 and a side wall 13 at least at one end of the main wall 12. In this embodiment, the case where the side wall 13 is provided in the both ends of the main wall 12 and the support | pillar 10 is formed with the groove-shaped strip material of a cross-sectional U-shape is shown. When configuring each support frame 5, 6, the pair of support columns 10, 10 are arranged with the side walls 13, 13 facing each other inside (the grooves 14, 14 facing each other).

この作業台2において、一方の支持枠5が床面Fに対して傾斜する接地角αと、他方の支持枠6が床面Fに対して傾斜する接地角βとは、異なる角度とされている。前記したように各支持枠5,6は上部ほど相互接近する方向に傾斜しているので、それぞれの接地角α、βはいずれも直角より小さな狭角(鋭角)となる。図例では、接地角αが約73°で、接地角βが約84°である場合を示したが、これらの角度は数値的に限定されるものではなく、おおよそ45°〜90°(90°は含まず)の範囲で変更してもよい。   In this work table 2, the ground contact angle α in which one support frame 5 is inclined with respect to the floor surface F and the ground contact angle β in which the other support frame 6 is inclined with respect to the floor surface F are different angles. Yes. As described above, since the support frames 5 and 6 are inclined in the direction in which they approach each other, the ground contact angles α and β are both narrow angles (acute angles) smaller than a right angle. In the illustrated example, the contact angle α is approximately 73 ° and the contact angle β is approximately 84 °. However, these angles are not limited numerically, and are approximately 45 ° to 90 ° (90 °). It may be changed within the range of “°”.

本実施形態では、相対的に角度の小さな接地角αの支持枠5が昇降枠として使用され(以下、「主支持枠5」と言う)、角度の大きな接地角βの支持枠6が背面枠として使用される(以下、「副支持枠6」と言う)ようになっている。
主支持枠5では、横桟11が上下方向に一定間隔を保持しつつ複数配置されており、そ
れぞれ踏み桟として使用される。副支持枠6では横桟11が1本であるが、2本以上設けてもよい。
In the present embodiment, the support frame 5 having a relatively small contact angle α is used as the lifting frame (hereinafter referred to as “main support frame 5”), and the support frame 6 having a large contact angle β is the rear frame. (Hereinafter referred to as “sub-supporting frame 6”).
In the main support frame 5, a plurality of horizontal bars 11 are arranged while maintaining a constant interval in the vertical direction, and each is used as a step bar. In the sub-support frame 6, the number of crosspieces 11 is one, but two or more may be provided.

支柱間連結材1は、前記横桟11とは別に、主支持枠5や副支持枠6における幅方向一対の支柱10,10間を連結するようにして設けられる。そのため、図3及び図4に示すように、支柱間連結材1はその両端部が幅方向一対の支柱10,10に連結される連結部16として形成されている。
図5に示すように、連結部16は、四隅部にアール面取りが施された略四角形断面を有して形成されており、4つの角部21〜24の相互間にそれぞれ平坦な4つの面27〜30が形成されている。
The strut connecting member 1 is provided so as to connect the pair of struts 10, 10 in the width direction in the main support frame 5 and the sub support frame 6 separately from the horizontal rail 11. Therefore, as shown in FIGS. 3 and 4, the inter-strut coupling member 1 is formed as a coupling portion 16 whose both ends are coupled to the pair of struts 10 and 10 in the width direction.
As shown in FIG. 5, the connecting portion 16 is formed to have a substantially square cross section with rounded chamfers at the four corners, and four flat surfaces between the four corners 21 to 24. 27 to 30 are formed.

なお、この支柱間連結材1は、アルミ合金製の中空材とし、且つその全長に亘って連結部16と同一の略四角形断面に形成されたものとしてある。そのため、この支柱間連結材1を押出加工や引抜加工などによって形成することができて好適である。また、支柱間連結材1を、その長手方向全長に亘って連結部16と同一の略四角形断面に形成した場合、切断時の両端部をそのまま連結部16として形成させることができ、支柱10の相互間隔が異なる場合への適応が容易且つ低コストで行える利点がある。   In addition, this connection material 1 between support | pillars shall be the hollow material made from an aluminum alloy, and shall be formed in the substantially square cross section same as the connection part 16 over the full length. Therefore, this inter-strut coupling material 1 can be formed by extrusion or drawing, which is preferable. Moreover, when the connection material 1 between support | pillars is formed in the substantially square cross section same as the connection part 16 over the full length direction, the both ends at the time of a cutting | disconnection can be formed as the connection part 16 as it is, There is an advantage that adaptation to a case where the mutual distance is different can be easily performed at low cost.

一つの角部21(以下、「第1角部21」と言う)は、主支持枠5の接地角αと略同じ角度の挟角を有して形成されている。また、この第1角部21の対角に位置する角部23(以下、「第2角部23」と言う)は、第1角部21と異なる挟角を有して形成されている。この第2角部23の挟角は、副支持枠6の接地角βと略同じ角度に設定されている。
更に、第1角部21と第2角部23との間に配置される角部の一方は、直角を有する直角角部22として形成されている。また、この直角角部22の対角となる角部24は、直角より大きい広角(鈍角)を有して形成されたものとなっている。
One corner 21 (hereinafter referred to as “first corner 21”) is formed with a included angle that is substantially the same as the ground contact angle α of the main support frame 5. In addition, a corner portion 23 (hereinafter referred to as “second corner portion 23”) that is opposite to the first corner portion 21 is formed with a narrow angle different from that of the first corner portion 21. The included angle of the second corner portion 23 is set to be substantially the same as the ground contact angle β of the sub-support frame 6.
Furthermore, one of the corners arranged between the first corner 21 and the second corner 23 is formed as a right angle corner 22 having a right angle. Further, the corner 24 that is the diagonal of the right angle portion 22 is formed to have a wider angle (obtuse angle) that is larger than the right angle.

この連結部16の4つの面27〜30は、それぞれ支柱10が有する溝14の溝幅よりも小さく形成されている。そのため、この連結部16は、いずれの面27〜30を溝幅に合わせるようにしても、溝14内へ嵌め入れることができる。すなわち、連結部16は、溝14内に嵌め入れるに際して周方向の回転向きが何ら制限されるものではなく、いずれの面27〜30を上面とさせることもできる。   The four surfaces 27 to 30 of the connecting portion 16 are each formed smaller than the groove width of the groove 14 included in the support column 10. Therefore, the connecting portion 16 can be fitted into the groove 14 even if any of the surfaces 27 to 30 are matched to the groove width. That is, the connecting portion 16 is not limited in any way in the circumferential direction of rotation when fitted in the groove 14, and any of the surfaces 27 to 30 can be the upper surface.

第1角部21、第2角部23及び直角角部22には、それらの内隅部にネジ螺合部32が形成されている。このネジ螺合部32は、連結部16を支柱10の溝14内へ嵌め入れ、連結部16の端部を主壁12の内面に当接させるようにしたときに、主壁12に設けた通孔を介して貫通させるネジ33を螺合するためのものであって、連結部16の端部側から支柱間連結材1の長手方向に沿った孔によって形成されている。このネジ螺合部32は、孔内面に予め雌ねじが形成されたものとしてもよいし、雌ねじを形成するための小径の下孔としてもよい。   The first corner portion 21, the second corner portion 23, and the right-angle corner portion 22 are formed with screw screw portions 32 at the inner corner portions thereof. The screw threaded portion 32 is provided on the main wall 12 when the connecting portion 16 is fitted into the groove 14 of the support column 10 and the end portion of the connecting portion 16 is brought into contact with the inner surface of the main wall 12. This is for screwing a screw 33 penetrating through the through-hole, and is formed by a hole along the longitudinal direction of the inter-strut connecting member 1 from the end side of the connecting portion 16. The screw threaded portion 32 may have a female screw formed in advance on the inner surface of the hole, or may be a small diameter pilot hole for forming the female screw.

前記直角角部22のネジ螺合部32から第1角部21のネジ螺合部32までの距離と、直角角部22のネジ螺合部32から第2角部23のネジ螺合部32までの距離とは異ならせてある。この場合、面27を上面とするときは直角角部22と第2角部23のネジ螺合部32を使用し、面28を上面とするときは直角角部22と第1角部21のネジ螺合部32を使用することになる。   The distance from the screw threaded portion 32 of the right angle portion 22 to the screw threaded portion 32 of the first corner portion 21, and the screw threaded portion 32 of the second corner portion 23 from the screw threaded portion 32 of the right angle portion 22. It is different from the distance. In this case, when the surface 27 is the top surface, the right angle corner portion 22 and the screw threaded portion 32 of the second corner portion 23 are used, and when the surface 28 is the top surface, the right angle corner portion 22 and the first corner portion 21 are The screw threaded portion 32 is used.

このようにすると、主支持枠5の支柱10の主壁12における2本のネジ33を貫通する2つの孔の孔間隔と、副支持枠6の支柱10の主壁12における2本のネジ33を貫通する2つの孔の孔間隔とは、異ならせることになる。そのため、主支持枠5に対して支柱間連結材1を連結するときの周方向の回転向きと、副支持枠6に対して支柱間連結材1を連結するときの周方向の回転向きとを間違えることがない、という利点が得られる。   If it does in this way, the hole space | interval of the two holes which penetrate the two screws 33 in the main wall 12 of the support | pillar 10 of the main support frame 5, and the two screws 33 in the main wall 12 of the support | pillar 10 of the subsupport frame 6 will be mentioned. The distance between the two holes penetrating the hole is different. Therefore, the rotational direction in the circumferential direction when the inter-strut coupling member 1 is coupled to the main support frame 5 and the circumferential rotational direction when the inter-strut coupling member 1 is coupled to the sub-support frame 6. The advantage is that there is no mistake.

本実施形態では、ネジ33をタッピンネジとすることにより、ネジ螺合部32は雌ねじ無しの下孔としている。また、螺合回転時(タッピング時)の加工抵抗が過大とならないようにするため、ネジ螺合部32の内周面は、雌ねじが形成される径小部(ねじ加工面)と、雌ねじが形成されない径大部(非ねじ凹部)とが交互に配置されるものとしてある。更に、ネジ螺合部32は、周方向の一部に切欠溝を形成させたC形断面にしてあり、ネジ33の螺合時に過大な加工抵抗が発生したときには拡径方向に過負荷の逃がし作用(周壁
の破損防止作用)が得られるようにしている。
In this embodiment, by using the screw 33 as a tapping screw, the screw threaded portion 32 is a pilot hole without a female screw. In order to prevent excessive machining resistance during screwing rotation (tapping), the inner peripheral surface of the screw threaded portion 32 has a small diameter portion (threaded surface) on which a female screw is formed and a female screw. The large-diameter portions (non-screw concave portions) that are not formed are arranged alternately. Further, the screw threaded portion 32 has a C-shaped cross section in which a notch groove is formed in a part in the circumferential direction. When excessive machining resistance is generated when the screw 33 is threaded, overload is released in the diameter increasing direction. The action (peripheral wall damage prevention action) is obtained.

このようなネジ螺合部32は、支柱間連結材1を押出加工又は引抜加工によって形成する場合では、支柱間連結材1の長手方向全長に亘って同一断面で形成させておくのが好適である。その理由は、支柱間連結材1の長手方向全長を略四角形断面に形成させるのが好適とした前記理由と同じである。加えて、ネジ螺合部32が支柱間連結材1の補強(内部リブ)として作用する利点もある。   In the case where the inter-strut connecting member 1 is formed by extrusion or drawing, it is preferable that the screw threaded portion 32 be formed in the same cross section over the entire length of the inter-strut connecting member 1 in the longitudinal direction. is there. The reason is the same as the above-mentioned reason that it is preferable to form the entire length in the longitudinal direction of the inter-strut connecting member 1 in a substantially rectangular cross section. In addition, there is an advantage that the screw threaded portion 32 acts as reinforcement (internal rib) of the inter-strut connecting member 1.

このような構成の支柱間連結材1は、図1に示すように、主支持枠5に対しては、連結部16の端部が支柱10の主壁12内面に当接し、且つ第1角部21と隣接する一方の面30が支柱10の一方の側壁13の内面と面接触する(図4参照)ように、連結部16を支柱10の溝14内へ嵌め入れ、主壁12の外側からネジ螺合部32へネジ33を螺合する。   As shown in FIG. 1, the strut connecting member 1 having such a configuration is such that, with respect to the main support frame 5, the end of the connecting portion 16 abuts the inner surface of the main wall 12 of the strut 10 and the first corner. The connecting portion 16 is fitted into the groove 14 of the column 10 so that one surface 30 adjacent to the portion 21 is in surface contact with the inner surface of one side wall 13 of the column 10 (see FIG. 4). Then, the screw 33 is screwed into the screw screwing portion 32.

このようにして支柱間連結材1を支柱10に連結することで、支柱間連結材1は、ネジ33による締結力に加えて、面30と側壁13との面接触による周方向の回り止め力が得られるようになり、確実に固定されるものとなる。しかも、直角角部22と隣接する一方の面27を上向きの水平面となるように配置させ、他方の面28を垂直面となるように配置させることができる。そのため、図2及び図3に示すように、例えば垂直面である面28を用いて、ショックアブソーバ機構付き(縦型の横取付タイプ)のキャスタ装置3aや握り棒3c等を装着することができる。   In this way, by connecting the strut connecting member 1 to the strut 10, the strut connecting member 1 has a circumferential detent force due to surface contact between the surface 30 and the side wall 13 in addition to the fastening force by the screw 33. Will be obtained and will be securely fixed. In addition, one surface 27 adjacent to the right angle portion 22 can be arranged to be an upward horizontal plane, and the other surface 28 can be arranged to be a vertical surface. Therefore, as shown in FIGS. 2 and 3, for example, the vertical surface 28 can be used to mount the caster device 3a with the shock absorber mechanism (vertical horizontal mounting type), the gripping rod 3c, and the like. .

同様に、副支持枠6に対しては、連結部16の端部が支柱10の主壁12内面に当接し、且つ第2角部23と隣接する他方の面29が支柱10の一方の側壁13の内面と面接触するように、連結部16を支柱10の溝14内へ嵌め入れ、主壁12の外側からネジ螺合部32へネジ33を螺合する。
このようにして支柱間連結材1を支柱10に連結することで、支柱間連結材1は、ネジ33による締結力に加えて、面29と側壁13との面接触による周方向の回り止め力が得られるようになり、確実に固定されるものとなる。しかも、直角角部22と隣接する一方の面28を上向きの水平面となるように配置させ、他方の面27を垂直面となるように配置させることができる。そのため、例えば垂直面である面27を用いて、ショックアブソーバ機構付き(縦型の横取付タイプ)のキャスタ装置3aや手摺り装置3b等を装着することができる。
Similarly, with respect to the auxiliary support frame 6, the end of the connecting portion 16 abuts on the inner surface of the main wall 12 of the support column 10, and the other surface 29 adjacent to the second corner portion 23 is one side wall of the support column 10. The connecting portion 16 is fitted into the groove 14 of the support column 10 so as to be in surface contact with the inner surface of the column 13, and the screw 33 is screwed into the screw screwing portion 32 from the outside of the main wall 12.
In this way, by connecting the strut connecting material 1 to the strut 10, the strut connecting material 1 has a circumferential detent force due to surface contact between the surface 29 and the side wall 13 in addition to the fastening force by the screw 33. Will be obtained and will be securely fixed. In addition, one surface 28 adjacent to the right angle portion 22 can be disposed so as to be an upward horizontal surface, and the other surface 27 can be disposed so as to be a vertical surface. Therefore, for example, the caster device 3a with the shock absorber mechanism (vertical horizontal mounting type), the handrail device 3b, and the like can be mounted using the surface 27 which is a vertical surface.

前記主支持枠5と副支持枠6とは、台板7と横桟11とによって左右支柱10,10が連結されており、支柱間連結材1も左右支柱10,10を連結する役目もしている。
支柱間連結材1は、図6〜図8に示すように使用することもできる。すなわち、主支持枠5では、第1角部21と隣接する一方の面30が支柱10の一方の側壁13の内面と面接触して支柱10に連結されるようになっている。このようにすることで、直角角部22と隣接する一方の面27を下向きの水平面となるように配置させ、他方の面28を垂直面となるように配置させることができる。そのため、図7及び図8に示すように、例えば水平面である面27を用いて、耐荷重性重視(平型の下方取付タイプ)のキャスタ装置3a等を装着することができる。
The main support frame 5 and the sub-support frame 6 are connected to the left and right support columns 10 and 10 by the base plate 7 and the cross rail 11, and the inter-support column connecting member 1 also serves to connect the left and right support columns 10 and 10. Yes.
The support | pillar connection material 1 can also be used as shown in FIGS. That is, in the main support frame 5, one surface 30 adjacent to the first corner 21 is in surface contact with the inner surface of one side wall 13 of the column 10 and is connected to the column 10. By doing in this way, one surface 27 adjacent to the right angle portion 22 can be disposed so as to be a downward horizontal surface, and the other surface 28 can be disposed so as to be a vertical surface. Therefore, as shown in FIGS. 7 and 8, for example, a caster device 3 a that emphasizes load resistance (a flat downward mounting type) can be mounted using a surface 27 that is a horizontal plane.

これに対し、副支持枠6では、第2角部23と隣接する他方の面29が支柱10の一方の側壁13の内面と面接触して支柱10に連結されるようになっている。このようにすることで、直角角部22と隣接する一方の面28を下向きの水平面となるように配置させ、他方の面27を垂直面となるように配置させることができる。そのため、例えば水平面である面28を用いて、耐荷重性重視(平型の下方取付タイプ)のキャスタ装置3a等を装着することができる。   On the other hand, in the sub-support frame 6, the other surface 29 adjacent to the second corner portion 23 is in surface contact with the inner surface of one side wall 13 of the support column 10 and is connected to the support column 10. By doing in this way, one surface 28 adjacent to the right angle portion 22 can be arranged to be a downward horizontal plane, and the other surface 27 can be arranged to be a vertical plane. Therefore, for example, the caster device 3a and the like that emphasize load resistance (flat downward mounting type) can be mounted using the surface 28 that is a horizontal plane.

本発明は、前記実施形態に限定されるものではなく、実施の形態に応じて適宜変更可能である。
例えば、支柱間連結材1は、主支持枠5と副支持枠6のどちらか一方に、それらの上部と下部のどちらか一方に配置しておればよく、また、一種の支柱間連結材1を、接地角αの主支持枠5を有する作業台2と接地角βの主支持枠5を有する作業台2とに兼用してもよい。
The present invention is not limited to the embodiment described above, and can be changed as appropriate according to the embodiment.
For example, the strut connecting material 1 may be disposed on either the main support frame 5 or the sub-supporting frame 6 either on the upper side or on the lower side thereof. May be used as both the work table 2 having the main support frame 5 with the contact angle α and the work table 2 having the main support frame 5 with the contact angle β.

支柱間連結材1は、主支持枠5の支柱10と副支持枠6の支柱10との相互間において、互いに内側となる側壁13,13に、連結部16の外面を面接触させて連結使用することに限らず、互いに外側となる側壁13,13に、連結部16の外面を面接触させるように連結使用するものとしてもよい。場合によっては、一方を内側とさせ他方を外側とさせるように連結使用することも可能である。   The strut connecting member 1 is used by connecting the outer surface of the connecting portion 16 to the inner side walls 13 and 13 between the struts 10 of the main support frame 5 and the struts 10 of the sub support frame 6. It is good also as what is connected and used so that the outer surface of the connection part 16 may be surface-contacted to the side walls 13 and 13 which become an outer side mutually. Depending on the case, it is also possible to use the connection so that one is inside and the other is outside.

連結部16において、ネジ螺合部32は、4つの角部21,22,23,24の全部に設けられたものとしてもよいし、そのうち2箇所だけに設けられたものとしてもよい。
連結部16において、直角角部22のネジ螺合部32から第1角部21及び第2角部23のネジ螺合部32までの距離を等しくしてもよい。すなわち、面27を上面とするときに直角角部22と第2角部23のネジ螺合部32を使用し、面28を上面とするときに直角角部22と第1角部21のネジ螺合部32を使用するとしても、主支持枠5の支柱10の主壁12における2本のネジ33を貫通する2つの孔と、副支持枠6の支柱10の主壁12における2本のネジ33を貫通する2つの孔とは、孔間隔を同一にすることができる。
In the connecting portion 16, the screw threaded portion 32 may be provided at all of the four corner portions 21, 22, 23, 24, or may be provided at only two of them.
In the connecting portion 16, the distances from the screw threaded portion 32 of the right angle portion 22 to the screw threaded portion 32 of the first corner portion 21 and the second corner portion 23 may be equalized. That is, when the surface 27 is the upper surface, the screwed portion 32 of the right angle portion 22 and the second corner portion 23 is used, and when the surface 28 is the upper surface, the screw of the right angle portion 22 and the first corner portion 21 is used. Even if the screwing portion 32 is used, two holes penetrating the two screws 33 in the main wall 12 of the column 10 of the main support frame 5 and two holes in the main wall 12 of the column 10 of the sub-support frame 6 are used. The two holes penetrating the screw 33 can have the same hole interval.

連結部16の断面形状は、アール面取りを角面取りに変更してもよいし、これらの面取りを施さない四角形断面としてもよい。
連結部16を除く長手方向の部分においては、必ずしも略四角形断面とする必要はなく、円形状断面としたりH型やC型断面としたりすることもできる。
作業台2は、支持枠5,6の上端部が互いに連結される脚立として構成されているものとしてもよい。
The cross-sectional shape of the connecting portion 16 may be changed from rounded chamfering to square chamfering, or may be a quadrangular cross section without these chamfering.
The portion in the longitudinal direction excluding the connecting portion 16 does not necessarily have a substantially rectangular cross section, and may be a circular cross section or an H-shaped or C-shaped cross section.
The work table 2 may be configured as a stepladder where the upper ends of the support frames 5 and 6 are connected to each other.

支柱10は、断面溝形の条材以外にも、断面L形の条材や、四角形の一辺部又は対向二辺部が隅角部を超えて延出(突出)した断面形状等の条材としてもよい。要するに、主壁12に対して、少なくとも一つの側壁13が設けられたものであればよい。   The strut 10 is not only a groove having a cross-sectional shape, but also a material having an L-shaped cross-section or a cross-sectional shape in which one side of a quadrangle or opposite two sides extend (project) beyond the corner. It is good. In short, what is necessary is that the main wall 12 is provided with at least one side wall 13.

1 支柱間連結材
2 作業台
5 支持枠(主支持枠)
6 支持枠(副支持枠)
10 支柱
12 主壁
13 側壁
14 溝
16 連結部
21 角部(第1角部)
22 直角角部
23 角部(第2角部)
27〜30 面
32 ネジ螺合部
1 Connecting material between struts 2 Work table 5 Support frame (main support frame)
6 Support frame (sub support frame)
10 struts 12 main wall 13 side wall 14 groove 16 connecting portion 21 corner (first corner)
22 Right angle corner 23 Corner (second corner)
27-30 surface 32 screwed part

Claims (3)

主壁とその少なくとも一端部の側壁とを有する形条材で支柱が形成され、側壁を対向内側にして一対の前記支柱を連結して支持枠が形成され、一対の支持枠を上部ほど相互接近する方向に傾斜して上部で連結して作業台が形成されており、
前記支持枠には幅方向一対の支柱間を連結する支柱間連結材が設けられており、
前記支柱間連結材は両端部に前記幅方向一対の支柱に連結される略四角形断面の連結部が形成され、この連結部は、支持枠の接地角と略同じ角度の挟角を有する第1角部と、この第1角部の対角で第1角部と異なる挟角を有する第2角部とが形成されていると共に、第1角部と第2角部との間に配置される角部の一方が直角に形成されており、
前記連結部の第1角部と隣接する面が支柱の前記側壁内面と面接触して支柱に連結されていることを特徴とする作業台の支柱間連結材。
A support column is formed by a strip having a main wall and at least one side wall of the main wall, and a pair of the support columns are formed with the side walls facing each other to form a support frame. Inclined in the direction to be connected at the top, a work table is formed,
The support frame is provided with a strut connecting material that connects a pair of struts in the width direction,
The connecting member between the struts is formed with a connecting portion having a substantially quadrangular cross section connected to the pair of struts in the width direction at both ends, and the connecting portion has a first included angle that is substantially the same as the contact angle of the support frame. A corner and a second corner having a different angle from the first corner at the opposite corner of the first corner are formed and disposed between the first corner and the second corner. One of the corners is formed at a right angle,
A strut connecting member for a work table, wherein a surface adjacent to the first corner of the connecting portion is in surface contact with the inner surface of the side wall of the strut and connected to the strut.
前記支柱は主壁の両端部に側壁を有する断面コ字状の溝形条材で形成されていて前記支持枠は一対の前記支柱を溝を対向させて連結して形成されており、
前記支柱間連結材は全長に亘って連結部と同一の略四角形断面に形成され、連結部の4つの面はそれぞれ支柱の溝幅よりも小さく形成され、連結部の4つの角部の少なくとも2箇所に支柱の主壁を貫通するネジが螺合可能なネジ螺合部が形成されていることを特徴とする請求項1記載の作業台の支柱間連結材。
The support column is formed of a groove-shaped strip having a U-shaped cross section having side walls at both ends of the main wall, and the support frame is formed by connecting a pair of the support columns with the grooves facing each other.
The strut connecting member is formed in a substantially rectangular cross section that is the same as the connecting portion over the entire length, and each of the four surfaces of the connecting portion is formed smaller than the groove width of the strut, and at least two of the four corners of the connecting portion. 2. A connecting member between support columns of a workbench according to claim 1, wherein a screw screwing portion capable of screwing a screw penetrating the main wall of the column is formed at a location.
前記作業台は互いに接地角が異なる主支持枠と副支持枠とを有しており、
前記支柱間連結材の連結部は第1角部の挟角が主支持枠の接地角と略同じ角度に設定され、前記第2角部の挟角が副支持枠の接地角と略同じ角度に設定され、この第2角部と隣接する面は副支持枠の一対の支柱において対向内側となる側壁の内面と面接触可能に形成されていることを特徴とする請求項1又は請求項2に記載の作業台の支柱間連結材。
The work table has a main support frame and a sub support frame having different ground contact angles,
The connecting portion of the connecting member between the struts is set so that the included angle of the first corner is substantially the same as the contact angle of the main support frame, and the included angle of the second corner is approximately the same as the contact angle of the sub-support frame. The surface adjacent to the second corner is formed so as to be in surface contact with the inner surface of the side wall which is the opposite inner side of the pair of support columns of the sub-supporting frame. The connecting material between the columns of the work bench described in 1.
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JPH054558Y2 (en) * 1986-08-19 1993-02-04
JPH0616149Y2 (en) * 1988-09-14 1994-04-27 ホクセイ日軽株式会社 Stepping device fixing device such as stepladder
JPH10252259A (en) * 1997-03-12 1998-09-22 Pika Corp:Kk Working table
JP3674030B2 (en) * 2000-12-01 2005-07-20 日本軽金属株式会社 Workbench
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