JP2011058203A - Connection member of ladder and connection ladder using the same - Google Patents

Connection member of ladder and connection ladder using the same Download PDF

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JP2011058203A
JP2011058203A JP2009207097A JP2009207097A JP2011058203A JP 2011058203 A JP2011058203 A JP 2011058203A JP 2009207097 A JP2009207097 A JP 2009207097A JP 2009207097 A JP2009207097 A JP 2009207097A JP 2011058203 A JP2011058203 A JP 2011058203A
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ladder
support column
connection
connecting material
longitudinal direction
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Hideki Nonomura
英輝 野々村
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Pica Corp
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Pica Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connection member of a ladder and a connection ladder using the same capable of preventing the occurrence of slippage and bending in a connection part. <P>SOLUTION: This connection member 2 is provided and added on a butting part 1' of a support column 1 having one or a plurality of reinforcing ribs 1c formed along the longitudinal direction and is firmly tightened and connected by a bolt 3 and a nut 4 in a plurality of sections on both sides or in a plurality of sections on one side of the butting part 1'. The connection member 2 includes an engaging part 2c engaging with the reinforcing ribs 1c on the support column 1, restraining travel in the direction crossing the longitudinal direction of the support column orthogonally, and formed on a joint face 2a abutted on the support column 1. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明は、継ぎ足し方式で使用される梯子の連結材及び連結梯子に関するものである。   The present invention relates to a connecting material and a connecting ladder for a ladder used in an addition system.

従来、長い梯子は、そのままでは運送や保管に不便であるめ、折り畳み式や伸縮式としたり、継ぎ足して使用する連結梯子が公知である。
従来の連結梯子は、支柱と連結材とをボルト・ナットで固定するものが多い(例えば、特許文献1参照)。
Conventionally, a long ladder is inconvenient for transportation and storage as it is, and a connecting ladder that is foldable, expandable, or used by adding is known.
Many conventional connecting ladders fix a column and a connecting member with bolts and nuts (see, for example, Patent Document 1).

特開平8−109784号公報JP-A-8-109784

ところが、前記特許文献1における支柱及び連結材に形成されるボルト孔は、ボルト挿通のためにクリアランスを形成しておく必要があり、このクリアランスのために、梯子に外力が作用すると、梯子全体が連結部でズレや曲がりを発生する不具合があった。
なお、従来の梯子の支柱の断面を、I型やコ字形とし、連結材を支柱の両側のフランジ壁面に当てるように設計して前記ボルト孔のクリアランスによる前記不具合を軽減することも行われているが、精度の高い加工が求められる。その上、支柱材の形状や大小によりそれぞれに適した連結材が必要かつ両側のフランジ壁面と連結材との間にはある程度の公差を設けておく必要があり、この公差によって前記と同様な不具合が発生するもので、前記不具合の根本的な解決策とはなっていない。
However, it is necessary to form a clearance for the bolt hole formed in the support column and the connecting material in Patent Document 1 so that the bolt is inserted. When the external force acts on the ladder for this clearance, the entire ladder is There was a problem that a gap or bending occurred at the connecting part.
In addition, the cross section of the pillar of the conventional ladder is I-shaped or U-shaped, and the connecting material is designed to be applied to the flange wall surfaces on both sides of the pillar to reduce the problem due to the clearance of the bolt hole. However, high-precision processing is required. In addition, it is necessary to have a suitable connecting material depending on the shape and size of the support material, and it is necessary to provide a certain degree of tolerance between the flange wall surface on both sides and the connecting material. This is not a fundamental solution to the above problem.

本発明は、従来の連結梯子における前記不具合点に鑑みて提案されたもので、連結部におけるズレや曲がりの発生を防止することができる梯子の連結材及び該連結材を用いた連結梯子を提供することを目的としている。   The present invention has been proposed in view of the above-described disadvantages of a conventional connecting ladder, and provides a connecting material for a ladder capable of preventing the occurrence of displacement and bending in the connecting portion, and a connecting ladder using the connecting material. The purpose is to do.

前記目的を達成するために本発明の連結梯子は、長手方向に沿って1本ないし複数本の補強リブが形成されている支柱の突き合わ部に添設され、該突き合わせ部の両側複数箇所または片側複数箇所でボルト・ナットにより緊締連結される連結材であって、
前記連結材は、前記支柱に添設される接合面に、前記支柱の補強リブに係合して支柱の長手方向に直交する方向の移動を規制する係合部が形成されていることを特徴としている。
In order to achieve the above object, the connecting ladder of the present invention is attached to the abutting portion of the support column in which one or a plurality of reinforcing ribs are formed along the longitudinal direction. It is a connecting material that is tightly connected by bolts and nuts at multiple locations on one side,
The connecting member is formed with an engaging portion that engages with a reinforcing rib of the support column and restricts movement in a direction orthogonal to the longitudinal direction of the support column on a joint surface attached to the support column. It is said.

この構成によれば、支柱の長手方向に沿って形成されている補強リブに、連結材の係合部を係合させた状態でボルト・ナットを緊締することにより、支柱の補強リブと連結材の係合部とを、支柱の長手方向に直交する横方向の少なくとも2箇所(前記係合部の両側)で、例えば、食い込み状態乃至係合密着状態で強固に結合することができる。しかも、この食い込み状態乃至係合密着状態の結合部は、支柱の長手方向に連結材の長さ相当分だけ形成される。この結果、本発明の前記構成によれば、ボルト孔とボルトとの間にクリアランスが存在しても、このクリアランスの存在に関係なく支柱と連結材とを一体的に強固に連結することができ、例え、梯子に外力が作用しても、該連結部でのズレや曲がりの防止作用を格段に向上させることができる。また、前記補強リブは、支柱の強度(曲げ強度)をアップするために設けられるものであって、既存のものであるが、これを有効活用して従来の不具合点を解消することができ、具体的な構成として、前記補強リブに係合する係合部を連結材の接合面に設けておくだけでよいため、簡単、安価に実施できる。   According to this configuration, the reinforcing rib of the support column and the connecting member are tightened to the reinforcing rib formed along the longitudinal direction of the support member by tightening the bolt and nut in a state where the engaging portion of the connecting member is engaged. Can be firmly coupled, for example, in a biting state or in a close contact state with at least two places (both sides of the engaging portion) in the lateral direction perpendicular to the longitudinal direction of the support column. In addition, the coupling portion in the biting state or in the engagement and close contact state is formed in an amount corresponding to the length of the connecting material in the longitudinal direction of the support column. As a result, according to the configuration of the present invention, even if there is a clearance between the bolt hole and the bolt, the support column and the connecting material can be integrally and firmly connected regardless of the presence of this clearance. Even if an external force acts on the ladder, for example, it is possible to remarkably improve the effect of preventing displacement and bending at the connecting portion. In addition, the reinforcing rib is provided to increase the strength (bending strength) of the column and is an existing one, but this can be effectively utilized to eliminate the conventional problems. As a specific configuration, since it is only necessary to provide an engaging portion that engages with the reinforcing rib on the joint surface of the connecting material, it can be implemented simply and inexpensively.

前記連結材は、前記支柱の両側に添設される2枚1組の板状部材で構成されているか、又は、前記支柱の片側に添設される1枚の板状部材で構成されていることが望ましい。
この構成によれば、2枚1組の連結材を支柱の両側に当接して実施することにより、前記ズレや曲がりの発生を、片側1枚の場合より一層確実に、防止することができる。
前記連結材は、前記支柱の肉厚方向に貫通するボルト孔が前記支柱の長手方向に直交する面内で複数個並列形成されており、この並列形成された片側半分のボルト孔の外面側に、ボルト頭又はナットの廻り止め凹部が設けられ、残りの片側半分のボルト孔の外面側には廻り止めが設けられていない平坦な座面とされている形態で実施してもよい。
The connecting member is composed of a set of two plate-like members attached to both sides of the support column, or a single plate-like member attached to one side of the support column. It is desirable.
According to this configuration, by carrying out a set of two connecting members in contact with both sides of the support, it is possible to more reliably prevent the occurrence of the displacement and the bending than in the case of one on one side.
In the connecting material, a plurality of bolt holes penetrating in the thickness direction of the support column are formed in parallel in a plane perpendicular to the longitudinal direction of the support column, and on the outer surface side of the half-hole bolt hole formed in parallel. Alternatively, the bolt head or nut may be provided with a non-rotating recess, and the outer surface of the remaining one-side half of the bolt hole may be a flat seat surface provided with no anti-rotation.

この形態で実施することにより、ボルト・ナットの緊締・弛緩作業を支柱の片側からレンチ工具1本だけで実施することができる利点があると共に、2枚一組で使用する連結材を1種類の加工金型により加工することができるため、コストダウンが図れる。
前記連結材は、板状部材で構成され、その表裏両面が支柱への当接面とされ、その表裏両面の当接面には、補強リブの形成態様が異なる2種類の支柱の補強リブに係合する2種類の係合部が1種類ずつに分けて形成され、1種類の連結材を表裏の向きを変えて2種類の支柱の連結に共用可能とした形態で実施してもよい。
By carrying out in this form, there is an advantage that the tightening / relaxation work of bolts and nuts can be carried out from one side of the support column with only one wrench tool, and one type of connecting material used as a set of two pieces is used. Since it can be processed by a processing mold, the cost can be reduced.
The connecting member is composed of a plate-like member, and both front and back surfaces thereof are contact surfaces to the support columns, and the reinforcing ribs of the two types of support columns having different reinforcing ribs are formed on the contact surfaces of the front and back surfaces. Two types of engaging portions to be engaged may be formed separately for each type, and one type of connecting material may be shared to connect two types of struts by changing the direction of the front and back.

この形態で実施することにより、1種類の連結材を2種類の支柱の連結に共用することができ、連結材のコストダウンが図れると共に、支柱の種類数に対する連結材の種類数を半減でき、保管、取扱を簡素化することができる。
また、本発明に係る連結梯子は、複数段の踏桟によって連結された2本の支柱の突き合わせ部に、前記何れかに記載の連結材が添設され、該突き合わせ部の両側複数箇所または片側複数箇所でボルト・ナットにより緊締連結されている。
By carrying out in this form, one type of connecting material can be shared for connecting two types of struts, the cost of the connecting material can be reduced, and the number of types of connecting materials relative to the number of types of struts can be halved, Storage and handling can be simplified.
In addition, the connecting ladder according to the present invention includes the connecting material according to any one of the above-described connecting portions of two struts connected by a plurality of steps, and a plurality of both sides or one side of the abutting portion. Tightened with bolts and nuts at multiple locations.

この構成によれば、連結部におけるズレや曲がりの発生を防止することができる連結梯子を提供することができる。   According to this structure, the connection ladder which can prevent generation | occurrence | production of the shift | offset | difference and bending in a connection part can be provided.

本発明によれば、連結部におけるズレや曲がりの発生を防止することができる梯子の連結材及び該連結材を用いた連結梯子を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the connection material of the ladder which can prevent generation | occurrence | production of the shift | offset | difference and bending in a connection part, and the connection ladder using this connection material can be provided.

本発明の第1の実施形態における連結材及び連結梯子の連結部の拡大断面図である。It is an expanded sectional view of the connection part of the connection material in the 1st Embodiment of this invention, and a connection ladder. 図1の連結材及び連結梯子の連結部の要部拡大断面図である。It is a principal part expanded sectional view of the connection part of the connection material of FIG. 1, and a connection ladder. 図1の連結材及び連結梯子の連結部の側面図である。It is a side view of the connection part of the connection material of FIG. 1, and a connection ladder. 図1の連結材及び連結梯子の連結部の正面図である。It is a front view of the connection part of the connection material of FIG. 1, and a connection ladder. 本発明の第2の実施形態における連結材及び連結梯子の連結部の側面図である。It is a side view of the connection part of the connection material in the 2nd Embodiment of this invention, and a connection ladder. 本発明の第2の実施形態における連結材及び連結梯子の連結部の拡大断面図である。It is an expanded sectional view of the connection part of the connection material in the 2nd Embodiment of this invention, and a connection ladder. 本発明の第3の実施形態における連結材及び連結梯子の連結部の側面図である。It is a side view of the connection part of the connection material in the 3rd Embodiment of this invention, and a connection ladder. 本発明の第3の実施形態における連結材及び連結梯子の連結部の拡大断面図である。It is an expanded sectional view of the connection part of the connection material in the 3rd Embodiment of this invention, and a connection ladder. 本発明の第4の実施形態における連結材及び連結梯子の連結部の側面図である。It is a side view of the connection part of the connection material in the 4th Embodiment of this invention, and a connection ladder. 本発明の第4の実施形態における連結材及び連結梯子の連結部の拡大断面図である。It is an expanded sectional view of the connection part of the connection material in the 4th Embodiment of this invention, and a connection ladder. 本発明の第4の実施形態における連結材及び連結梯子の連結部の要部拡大断面図である。It is a principal part expanded sectional view of the connection part of the connection material in the 4th Embodiment of this invention, and a connection ladder. 本発明の第5の実施形態における連結材及び連結梯子の連結部の側面図である。It is a side view of the connection part of the connection material in the 5th Embodiment of this invention, and a connection ladder. 本発明の第5の実施形態における連結材及び連結梯子の連結部の拡大断面図である。It is an expanded sectional view of the connection part of the connection material in the 5th Embodiment of this invention, and a connection ladder. 本発明の第6の実施形態における連結材及び連結梯子の連結部の側面図である。It is a side view of the connection part of the connection material in the 6th Embodiment of this invention, and a connection ladder. 本発明の第6の実施形態における連結材及び連結梯子の連結部の拡大断面図である。It is an expanded sectional view of the connection part of the connection material in the 6th Embodiment of this invention, and a connection ladder.

以下、本発明に係る梯子連結材及び該連結材を用いた連結梯子の実施形態を図面を参照して説明する。
本発明に係る連結梯子は、図1〜図4に示すように、端部同士を突き合わされる支柱1,1と、これらの支柱1,1の突き合わせ部1’に当接される連結材2と、この連結材2と支柱1,1とを突き合わせ部1’の両側複数箇所で緊締連結するボルト3及びナット4とを主要部材としている。
Embodiments of a ladder connecting material and a connecting ladder using the connecting material according to the present invention will be described below with reference to the drawings.
As shown in FIGS. 1 to 4, the connecting ladder according to the present invention includes support columns 1 and 1 that are end-to-end, and a connecting member 2 that is in contact with an abutting portion 1 ′ of these support columns 1 and 1. And the bolt 3 and the nut 4 which tighten and connect this connecting material 2 and the support | pillars 1 and 1 in multiple places on both sides of the butting | matching part 1 'are made into the main members.

支柱1は、所定長さの2本が一対となり、その間を踏桟5で複数段に連結されて梯子を形成する。この支柱1は、主桁部1aと、この主桁部1aの両端に直交して一連に形成されたフランジ部1b、1bとで断面I型に形成されている。なお、支柱1の材質は、アルミ合金とした場合を例示しているが、これに制約されない。
フランジ部1b、1bは、主桁部1aに対して、梯子の左右方向への突出長さと形状を非対称とされており、突出長さの短い方を梯子の左右方向外側に配置し、突出長さの長い方を梯子の左右方向内側に配置して使用されている。この両側のフランジ部1b、1bの突出長さの長い方の端部は、内側へ直角に屈曲されている。なお、支柱1の断面形状は、図示例に制約されない。
Two columns of a predetermined length form a pair and are connected to a plurality of stages by a cross rail 5 between them to form a ladder. The support column 1 is formed in an I-shaped cross section by a main beam portion 1a and flange portions 1b and 1b formed in series orthogonal to both ends of the main beam portion 1a. In addition, although the case where the material of the support | pillar 1 is made from aluminum alloy is illustrated, it is not restricted to this.
The flange portions 1b and 1b are asymmetric in the protruding length and shape of the ladder in the left-right direction with respect to the main girder portion 1a, and the shorter protruding length is arranged on the outer side in the left-right direction of the ladder. The longer one is used inside the ladder in the left-right direction. The longer end portions of the flange portions 1b and 1b on both sides are bent inward at a right angle. In addition, the cross-sectional shape of the support | pillar 1 is not restrict | limited to the example of illustration.

主桁部1aには、踏桟5の端部が挿通固定されている。踏桟5は、上面を踏み面5aとして平坦とされ、全体の断面形状が蒲鉾型で中空筒状に形成されている。この踏桟5は、アルミ合金で形成した場合を例示しているが、これに制約されない。
また、主桁部1aには、支柱1の長手方向に沿って補強リブ1cが複数個突出形成されている。この補強リブ1cは、主桁部1aの両面に、同じ態様で形成されている。また、この補強リブ1cの断面形状は、半円とした場合を例示している。この補強リブ1cの形成位置や形状は、適宜とされ、図示例に制約されない。
An end portion of the traverse 5 is inserted and fixed to the main beam 1a. The crosspiece 5 is flat with the upper surface as a tread surface 5a, and the entire cross-sectional shape is a bowl-shaped hollow cylinder. The step rail 5 is exemplified by an aluminum alloy, but is not limited thereto.
Further, a plurality of reinforcing ribs 1 c are formed in the main girder 1 a so as to protrude along the longitudinal direction of the support column 1. The reinforcing rib 1c is formed in the same manner on both surfaces of the main beam portion 1a. Moreover, the case where the cross-sectional shape of this reinforcement rib 1c is made into the semicircle is illustrated. The formation position and shape of the reinforcing rib 1c are appropriate and are not limited to the illustrated example.

支柱1の端部には、ボルト孔1dが複数個形成されている。このボルト孔1dは、主桁部1aを貫通して形成されている。ボルト孔1dの設置位置及び個数は、支柱1の長手方向に2個を2列で配置した場合を例示しているが、これに制約されない。
連結材2は、幅が主桁部1aと同等乃至若干小さい幅とされ、長さが支柱1,1の端部同士の突き合わせ部1’に添え板状に当接(添設)することができる長さの長方形の板状部材とされている。この連結材2は、アルミ合金で形成した場合を例示しているが、これに制約されない。
A plurality of bolt holes 1 d are formed at the end of the support column 1. The bolt hole 1d is formed through the main beam 1a. The installation position and the number of the bolt holes 1d are illustrated as an example in which two columns are arranged in two rows in the longitudinal direction of the support column 1, but are not limited thereto.
The connecting member 2 has a width that is the same as or slightly smaller than that of the main girder portion 1a, and the length of the connecting member 2 can abut (attach) to the abutting portion 1 'between the end portions of the support columns 1 and 1 in an attached plate shape. A rectangular plate-like member having a length that can be formed. Although this connection material 2 has illustrated the case where it forms with an aluminum alloy, it is not restrict | limited to this.

連結材2は、板状部材の片方の面(内面)が、主桁部1aに当接する接合面2aとされ、他方の面(外面)にボルト3又はナット4の座面2bが形成されている。連結材2の接合面2aには、前記支柱1の補強リブ1cに係合して支柱1の長手方向に直交する方向の移動を規制する係合部2cが凹溝として形成されている。この係合部2cは、支柱1の補強リブ1cに跨って係合する凹溝形状とされており、本実施形態では、凹溝の溝底から溝上面に向けて拡幅するテーパ形状としている。なお、係合部2cの形状は、図示例に制約されず、例えば、断面矩形、断面半円形、その他、補強リブ1cの形状に応じて適宜の溝形状が採用できる。   In the connecting member 2, one surface (inner surface) of the plate-like member is a joining surface 2a that comes into contact with the main girder 1a, and the seat surface 2b of the bolt 3 or the nut 4 is formed on the other surface (outer surface). Yes. An engaging portion 2 c that engages with the reinforcing rib 1 c of the support column 1 and restricts the movement in the direction orthogonal to the longitudinal direction of the support column 1 is formed as a concave groove on the joint surface 2 a of the connecting member 2. The engaging portion 2c has a concave groove shape that engages across the reinforcing rib 1c of the support column 1. In this embodiment, the engaging portion 2c has a tapered shape that widens from the groove bottom to the groove upper surface. In addition, the shape of the engaging part 2c is not restrict | limited to the example of illustration, For example, an appropriate groove shape can be employ | adopted according to the shape of a cross-sectional rectangle, a cross-sectional semicircle, and the reinforcement rib 1c.

連結材2には、支柱1のボルト孔1dに対応してボルト孔2dが同数、同配置で形成されている。この連結材2は、2枚1組で、支柱1,1の端部同士の突き合わせ部に、主桁部1a、1aの両側から添え板状に当接(添設)させて使用される。なお、連結材2は、支柱1,1の端部同士の突き合わせ部1’の片側から添設させて1枚だけで使用することも可能である。   The connecting material 2 is formed with the same number and the same number of bolt holes 2 d corresponding to the bolt holes 1 d of the support column 1. This connecting material 2 is used as a set of two sheets, abutted (attached) to the abutting portion between the ends of the support columns 1 and 1 from both sides of the main beam portions 1a and 1a. Note that the connecting member 2 can be used alone by being attached from one side of the butted portion 1 ′ between the ends of the columns 1, 1.

本発明に係る連結材2及び連結梯子の第1に実施形態は以上の構成からなるため、支柱1、1の長手方向に沿って突出形成されている補強リブ1cに、連結材2の係合部2cを係合させた状態で支柱1,1のボルト孔1d及び連結材2のボルト孔2dにボルト3を挿通し、ボルト3の挿通端にナット4を螺合させてボルト3及びナット4を緊締することにより、支柱1,1の補強リブ1cと連結材2の係合部2cとを、支柱1,1の長手方向に直交する横方向の少なくとも2箇所(前記係合部2cの両側)で、食い込み状態乃至係合密着状態で強固に結合することができる。しかも、この食い込み状態乃至係合密着状態の結合部は、支柱1,1の長手方向に連結材2の長さ相当分だけ形成される。この結果、ボルト孔1d、2dとボルト3との間にクリアランスが存在しても、このクリアランスの存在に関係なく支柱1,1と連結材2とを一体的に強固に連結することができ、例え、梯子に外力が作用しても、該連結部でのズレや曲がりの防止作用を格段に向上させることができる。   Since the first embodiment of the connecting member 2 and the connecting ladder according to the present invention has the above-described configuration, the engaging member 2 is engaged with the reinforcing rib 1c formed to protrude along the longitudinal direction of the support columns 1 and 1. With the portion 2 c engaged, the bolt 3 is inserted into the bolt hole 1 d of the support pillars 1, 1 and the bolt hole 2 d of the connecting member 2, and the nut 4 is screwed into the insertion end of the bolt 3, so that the bolt 3 and the nut 4 are inserted. The reinforcing ribs 1c of the support columns 1 and 1 and the engaging portions 2c of the connecting member 2 are connected to at least two lateral directions perpendicular to the longitudinal direction of the support columns 1 and 1 (both sides of the engaging portions 2c). ) Can be firmly coupled in a biting state or in an engagement and close contact state. In addition, the coupling portion in the biting state or the engagement and close contact state is formed in the longitudinal direction of the support columns 1 and 1 by an amount corresponding to the length of the connecting member 2. As a result, even if there is a clearance between the bolt holes 1d, 2d and the bolt 3, the struts 1, 1 and the connecting member 2 can be firmly and integrally connected regardless of the presence of the clearance, For example, even if an external force is applied to the ladder, it is possible to remarkably improve the action of preventing the displacement and the bending at the connecting portion.

図5、図6は、本発明に係る連結材及び連結梯子の第2の実施形態を示すもので、この実施形態における連結材2は、前記支柱1の肉厚方向に貫通するボルト孔2dが前記支柱1の長手方向に直交する面内で複数個(2個)並列形成されており、この並列形成された片側半分のボルト孔2dの外面側に、ボルト3の頭部又はナット4の廻り止め凹部2eが設けられ、残りの片側半分のボルト孔2dの外面側には廻り止めが設けられていない平坦な座面2bとされている点が前記第1の実施形態と異なっており、他の構成は、前記第1の実施形態と同様である。なお、廻り止め凹部2eは、連結材2の長手方向全長に亘って溝状に形成されている。この溝幅は、ボルト3の頭部又はナット4の六角形の対向する二辺の対向寸法と同等とされ、これによって、廻り止め凹部2eに嵌合されたボルト3の頭部又はナット4は、廻り止めされるものである。この第2の実施形態では、2枚1組で使用される連結材2を1種類だけとし、図6のように、支柱1の内外両側で連結材2を上下反転させて使用できるようにすることができる。その結果、連結材2の加工金型を共通化することができる。但し、ボルト3,ナット4の緊締・弛緩作業は、互いに廻り止め凹部2eと反対側から行う必要がある。   5 and 6 show a second embodiment of a connecting member and a connecting ladder according to the present invention, and the connecting member 2 in this embodiment has a bolt hole 2d penetrating in the thickness direction of the column 1. A plurality (two) of the pillars 1 are formed in parallel in a plane orthogonal to the longitudinal direction, and the heads of the bolts 3 or the nuts 4 are arranged on the outer surface side of the bolt holes 2d on one side half formed in parallel. It differs from the first embodiment in that a stop recess 2e is provided and a flat seat surface 2b is provided on the outer surface side of the remaining one half bolt hole 2d. The configuration of is the same as that of the first embodiment. The anti-rotation recess 2e is formed in a groove shape over the entire length of the connecting member 2 in the longitudinal direction. This groove width is made equal to the opposite dimensions of the hexagonal opposite sides of the head of the bolt 3 or the nut 4, whereby the head of the bolt 3 or the nut 4 fitted into the rotation stopper recess 2 e is , It will be stopped. In this second embodiment, only one type of connecting material 2 is used in a set of two sheets, and the connecting material 2 can be used by being inverted upside down on both the inside and outside of the column 1 as shown in FIG. be able to. As a result, it is possible to use a common processing die for the connecting material 2. However, it is necessary to perform tightening / relaxation work of the bolt 3 and the nut 4 from the opposite sides of the rotation stopper recess 2e.

図7、図8は、本発明に係る連結材及び連結梯子の第3の実施形態を示すもので、この実施形態においては、連結材2のボルト3又はナット4の廻り止め凹部2eが、抜け止め鍔部2fを入口側に備えている点が第2の実施形態と異なっているだけで、他の構成は前記第2の実施形態と同様である。この第3実施形態における廻り止め凹部2e及び抜け止め鍔部2fは、連結材2の長手方向全長に亘って溝状に形成されており、この廻り止め凹部2eには、ナット4を連結材2の長手方向端部から挿入するものである。この第3の実施形態においては、廻り止め凹部2eにナット4を嵌め込んで使用することに限定される。従って、ボルト3をレンチ工具等で回して緊締・弛緩作業を行うことになる。いずれにしても、第2及び第3の実施形態においては、ボルト3とナット4の緊締・弛緩作業を支柱1の片側からレンチ工具1本だけで実施することができる利点があると共に、2枚1組で使用する連結材2を1種類の加工金型により加工することができるため、コストダウンが図れる。   7 and 8 show a third embodiment of the connecting member and connecting ladder according to the present invention. In this embodiment, the bolt 3 of the connecting member 2 or the non-rotating recess 2e of the nut 4 is removed. The only difference from the second embodiment is that the retaining rib portion 2f is provided on the inlet side, and the other configuration is the same as that of the second embodiment. The anti-rotation recess 2e and the retaining hook 2f in the third embodiment are formed in a groove shape over the entire length in the longitudinal direction of the connecting member 2, and the nut 4 is connected to the connecting member 2 in the anti-rotation recess 2e. It inserts from the longitudinal direction edge part. In this 3rd Embodiment, it is limited to using by inserting the nut 4 in the rotation stop recessed part 2e. Accordingly, the bolt 3 is turned with a wrench tool or the like to perform tightening / relaxation work. In any case, in the second and third embodiments, there is an advantage that the tightening / relaxation work of the bolt 3 and the nut 4 can be performed from one side of the support column 1 with only one wrench tool, and two sheets Since the connecting material 2 used in one set can be processed by one type of processing mold, the cost can be reduced.

図9〜図11は、本発明の第4の実施形態を示すもので、支柱1に形成される補強リブ1cの形成位置及び断面形状が、前記第1の実施形態と異なっているだけであって、他の構成は、前記第1の実施形態と同様である。この第4の実施形態において、補強リブ1cは、支柱1の主桁部の横幅方向に等間隔で4個形成しており、その断面形状を矩形とし、これに対応して、連結材2の接合面2aに形成する係合部2cの位置を設定している。   9 to 11 show a fourth embodiment of the present invention. The reinforcing rib 1c formed on the support column 1 is only different in position and sectional shape from the first embodiment. The other configuration is the same as that of the first embodiment. In the fourth embodiment, four reinforcing ribs 1c are formed at equal intervals in the lateral width direction of the main girder portion of the support column 1, and the cross-sectional shape thereof is rectangular, corresponding to this, The position of the engaging portion 2c formed on the joint surface 2a is set.

図12〜図15は、本発明の第5、第6の実施形態を示すもので、この実施形態における連結材2は、平坦な板状部材で構成され、その表裏両面が支柱1への当接面2a1、2a2とされ、その表裏両面の当接面2a1、2a2には、補強リブ1cの形成態様が異なる2種類の支柱1A,1Bの補強リブ1c1,1c2に係合する2種類の係合部2c1,2c2が1種類ずつに分けて形成され、1種類の連結材2を表裏の向きを変えて2種類の支柱1A,1Bの連結に共用可能としたものである。具体的には、図12、図13は、図1〜図4に示した第1の実施形態の支柱1に適用しものであり、図14、図15は、図9〜図11に示した第4の実施形態の支柱1に適用したものである。   12 to 15 show the fifth and sixth embodiments of the present invention. The connecting member 2 in this embodiment is formed of a flat plate-like member, and both the front and back surfaces of the connecting member 2 contact the support column 1. The contact surfaces 2a1 and 2a2 are two contact types that engage with the reinforcing ribs 1c1 and 1c2 of the two types of support columns 1A and 1B having different reinforcing ribs 1c. The joint portions 2c1 and 2c2 are formed separately for each type, and one type of connecting material 2 can be shared for connecting two types of support columns 1A and 1B by changing the front and back directions. Specifically, FIGS. 12 and 13 are applied to the support column 1 of the first embodiment shown in FIGS. 1 to 4, and FIGS. 14 and 15 are shown in FIGS. 9 to 11. This is applied to the support column 1 of the fourth embodiment.

この第5、第6の形態で実施することにより、1種類の連結材2を2種類の支柱1A,1Bの連結に共用することができ、連結材2のコストダウンが図れると共に、支柱1の種類数に対する連結材2の種類数を半減でき、保管、取扱を簡素化することができる。
本発明の実施形態は、以上からなるが、本発明は、これらの実施形態にのみ制約されず、自由に変更して実施することができる。例えば、支柱1の断面は、I型、コ型、その他に適用でき、材質もアルミ合金に限らず、他の金属、FRP、その他のものが適用できる。また、補強リブ1cは、1本でもよく、複数本でもよい。また、補強リブ1cの配置や断面形状も自由に変更でき、これに応じて、連結材2の係合部2cの配置や溝形状を適宜に変更して実施することができる。なお、補強リブ1cと係合部2cとの凹凸関係は、逆の場合にも適用可能である。
By carrying out in the fifth and sixth embodiments, one type of connecting material 2 can be shared for connecting two types of supporting columns 1A and 1B, and the cost of the connecting material 2 can be reduced. The number of types of the connecting material 2 relative to the number of types can be halved, and storage and handling can be simplified.
Although the embodiments of the present invention are configured as described above, the present invention is not limited to these embodiments, and can be freely modified and implemented. For example, the cross section of the column 1 can be applied to I-type, U-type, and others, and the material is not limited to aluminum alloy, and other metals, FRP, and others can be applied. Further, the reinforcing rib 1c may be one or plural. In addition, the arrangement and the cross-sectional shape of the reinforcing rib 1c can be freely changed, and the arrangement and the groove shape of the engaging portion 2c of the connecting member 2 can be appropriately changed accordingly. In addition, the uneven | corrugated relationship between the reinforcement rib 1c and the engaging part 2c is applicable also in the reverse case.

本発明は、持ち運び可能とされる場合に限らず、固定設置される連結梯子にも利用可能である。   The present invention is not limited to being portable, and can also be used for a connecting ladder that is fixedly installed.

1、1A、1B 支柱
1’ 突き合わせ部
1a 主桁部
1b フランジ部
1c、1c1、1c2 補強リブ
1d ボルト孔
2 連結材
2a、2a1、2a2 接合面
2b 座面
2c、2c1、2c2 係合部
2d ボルト孔
3 ボルト
4 ナット
5 踏桟
1, 1A, 1B Post 1 'Butting part 1a Main girder part 1b Flange part 1c, 1c1, 1c2 Reinforcement rib 1d Bolt hole 2 Connecting material 2a, 2a1, 2a2 Joint surface 2b Seat surface 2c, 2c1, 2c2 Engagement part 2d bolt Hole 3 bolt 4 nut 5

Claims (5)

長手方向に沿って1本ないし複数本の補強リブが形成されている支柱の突き合わ部に添設され、該突き合わせ部の両側複数箇所または片側複数箇所でボルト・ナットにより緊締連結される連結材であって、
前記連結材は、前記支柱に添設される接合面に、前記支柱の補強リブに係合して支柱の長手方向に直交する方向の移動を規制する係合部が形成されていることを特徴とする梯子の連結材。
A connecting material that is attached to the abutting portion of the column in which one or more reinforcing ribs are formed along the longitudinal direction, and is tightened and connected by bolts and nuts at both sides or at one side of the abutting portion. Because
The connecting member is formed with an engaging portion that engages with a reinforcing rib of the support column and restricts movement in a direction orthogonal to the longitudinal direction of the support column on a joint surface attached to the support column. Ladder connecting material.
前記連結材は、前記支柱の両側に添設される2枚1組の板状部材で構成されているか、又は、前記支柱の片側に添設される1枚の板状部材で構成されていることを特徴とする請求項1に記載の梯子の連結材。   The connecting member is composed of a set of two plate-like members attached to both sides of the support column, or a single plate-like member attached to one side of the support column. The ladder connecting material according to claim 1, wherein: 前記連結材は、前記支柱の肉厚方向に貫通するボルト孔が前記支柱の長手方向に直交する面内で複数個並列形成されており、この並列形成された片側半分のボルト孔の外面側に、ボルト頭又はナットの廻り止め凹部が設けられ、残りの片側半分のボルト孔の外面側には廻り止めが設けられていない平坦な座面とされていることを特徴とする請求項1または請求項2に記載の梯子の連結材。   In the connecting material, a plurality of bolt holes penetrating in the thickness direction of the support column are formed in parallel in a plane perpendicular to the longitudinal direction of the support column, and on the outer surface side of the half-hole bolt hole formed in parallel. The bolt head or nut is provided with a non-rotating recess, and the outer surface of the remaining one half of the bolt hole is a flat seat without a detent. Item 3. The ladder connecting material according to Item 2. 前記連結材は、板状部材で構成され、その表裏両面が支柱への当接面とされ、その表裏両面の当接面には、補強リブの形成態様が異なる2種類の支柱の補強リブに係合する2種類の係合部が1種類ずつに分けて形成され、1種類の連結材を表裏の向きを変えて2種類の支柱の連結に共用可能としたことを特徴とする請求項1または請求項2に記載の梯子の連結材。   The connecting member is composed of a plate-like member, and both front and back surfaces thereof are contact surfaces to the support columns, and the reinforcing ribs of the two types of support columns having different reinforcing ribs are formed on the contact surfaces of the front and back surfaces. The two types of engaging portions to be engaged are formed separately for each type, and one type of connecting material can be shared for connecting two types of struts by changing the direction of the front and back. Or the connection material of the ladder of Claim 2. 複数段の踏桟によって連結された2本の支柱の突き合わせ部に、前記請求項1〜4の何れか1項に記載の連結材が添設され、該突き合わせ部の両側複数箇所または片側複数箇所でボルト・ナットにより緊締連結されていることを特徴とする連結梯子。   The connecting material according to any one of claims 1 to 4 is attached to a butting portion of two struts coupled by a plurality of steps, and the both sides of the butting portion or a plurality of locations on one side A connecting ladder characterized by being tightly connected by bolts and nuts.
JP2009207097A 2009-09-08 2009-09-08 Connection member of ladder and connection ladder using the same Pending JP2011058203A (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62322Y2 (en) * 1981-04-01 1987-01-07
JPH08109784A (en) * 1994-10-11 1996-04-30 Showa Corp:Kk Ladder for maintenance
JP2002303003A (en) * 2001-04-05 2002-10-18 Nippon Steel Corp Friction type high-strength bolted connection structure using filler plate

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62322Y2 (en) * 1981-04-01 1987-01-07
JPH08109784A (en) * 1994-10-11 1996-04-30 Showa Corp:Kk Ladder for maintenance
JP2002303003A (en) * 2001-04-05 2002-10-18 Nippon Steel Corp Friction type high-strength bolted connection structure using filler plate

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