JP2007126883A - Handrail - Google Patents

Handrail Download PDF

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Publication number
JP2007126883A
JP2007126883A JP2005320722A JP2005320722A JP2007126883A JP 2007126883 A JP2007126883 A JP 2007126883A JP 2005320722 A JP2005320722 A JP 2005320722A JP 2005320722 A JP2005320722 A JP 2005320722A JP 2007126883 A JP2007126883 A JP 2007126883A
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base
male screw
handrail
support structure
support
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JP2005320722A
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JP4617242B2 (en
Inventor
Shuichi Ikeda
修一 池田
Shigeru Naito
繁 内藤
Yoji Shiina
洋史 椎名
Tsunehiro Hasegawa
常博 長谷川
Hiroshi Horikawa
浩志 堀川
Kunio Ideno
邦雄 出野
Tai Nishimoto
耐 西本
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Nippon Light Metal Co Ltd
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Nippon Light Metal Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a handrail which has high bending rigidity in a joining part of a base and a support. <P>SOLUTION: The handrail T is provided with the base 10 fixed to a supporting structure S, a support 20 erected on the base 10, a coping 30 supported by the support 20, and a male screw part 50 for joining which joins the base 10 and the support 20. The support 20 comprises an extruded material having a hollow part 21 formed over the whole length, and a through hole 23 with a round cross section is formed from a lower end surface to an upper end surface of a peripheral wall 22 which forms a hollow part 21. A screw part 50 of the male screw part for joining is screwed into the through hole 23 from the lower side of the base 10. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、手摺に関する。   The present invention relates to a handrail.

踊場の床面や階段の踏板などに設置される手摺が特許文献1などに開示されている。特許文献1に開示された手摺は、支持構造物である踏板に固定されるベースと、このベースに立設される支柱と、この支柱に支持される笠木とを備えて構成されている。支柱は、中空部を有する押出形材から構成されていて、中空部を形成する周壁には、その下端面から上端面に亘ってビスホールが形成されている。そして、ベースの上面に支柱の下端面を突き当てた状態で、ベースに形成された挿通孔にその下側からボルトやタッピンねじ等の雄ねじ部品のねじ部を挿入するとともに、支柱のビスホールに雄ねじ部品のねじ部を螺入することで、ベースと支柱とが接合される。
特開2004−162518号公報(図1,図5)
A handrail installed on a floor surface of a landing or a step board of a staircase is disclosed in Patent Document 1 and the like. The handrail disclosed in Patent Document 1 includes a base that is fixed to a tread plate that is a support structure, a column that is erected on the base, and a headboard that is supported by the column. The support column is composed of an extruded shape member having a hollow portion, and a screw hole is formed on the peripheral wall forming the hollow portion from the lower end surface to the upper end surface. Then, with the lower end surface of the support striking against the upper surface of the base, insert the threaded part of the male screw parts such as bolts and tapping screws into the insertion hole formed in the base from the lower side, and insert the male screw into the screw hole of the support The base and the support are joined by screwing the thread portion of the component.
JP 2004-162518 A (FIGS. 1 and 5)

ところで、特許文献1の手摺においては、ビスホールの孔壁の一部を欠損させて中空部に連通させていることから、ビスホールの配置は、中空部の形状等に左右されることになる。したがって、例えば、支柱の曲げ剛性を増大させるべく周壁を肉厚にして中空部の断面積を小さくすると、隣り合うビスホール同士が近接することになる。ところが、隣り合うビスホール同士を近接させると、支柱の下端部に作用するモーメントに対する抵抗力を増大させることができない。つまり、特許文献1の手摺においては、支柱の曲げ剛性を増大させても、ベースとの接合部分における曲げ剛性を増大させることができない場合がある。   By the way, in the handrail of patent document 1, since a part of hole wall of a screw hole is lose | disconnected and it connects with a hollow part, arrangement | positioning of a screw hole is influenced by the shape etc. of a hollow part. Therefore, for example, if the peripheral wall is made thick to reduce the cross-sectional area of the hollow portion in order to increase the bending rigidity of the support column, adjacent screw holes are brought close to each other. However, when adjacent screw holes are brought close to each other, the resistance force against the moment acting on the lower end portion of the column cannot be increased. That is, in the handrail of Patent Document 1, even if the bending rigidity of the support is increased, the bending rigidity at the joint portion with the base may not be increased.

このような観点から、本発明は、ベースと支柱との接合部分における曲げ剛性が高い手摺を提供することを課題とする。   From such a viewpoint, an object of the present invention is to provide a handrail having high bending rigidity at a joint portion between a base and a support.

このような課題を解決するために創案された本発明は、支持構造物に固定されるベースと、当該ベースに立設される支柱と、当該支柱に支持される笠木と、前記ベースと前記支柱とを接合する接合用雄ねじ部品と、を備える手摺であって、前記支柱は、その全長に亘って中空部が形成された押出形材からなり、前記中空部を形成する周壁には、その下端面から上端面に亘って、断面円形の貫通孔が形成されており、前記接合用雄ねじ部品のねじ部は、前記ベースの下側から前記貫通孔に螺入されていることを特徴とする。   The present invention, which has been created to solve such problems, includes a base fixed to a support structure, a support column erected on the base, a headboard supported by the support column, the base and the support column. A handrail comprising a joining male screw part for joining the support post, wherein the support column is formed of an extruded shape member having a hollow portion formed over the entire length thereof, and the peripheral wall forming the hollow portion has a lower portion thereof. A through hole having a circular cross section is formed from the end surface to the upper end surface, and the thread portion of the male screw part for joining is screwed into the through hole from the lower side of the base.

支持構造物とは、手摺に作用する荷重を支持することが可能な構造物であって、踊場や渡り廊下における床材や梁材、階段の踏板などの総称である。   The support structure is a structure capable of supporting a load acting on a handrail, and is a general term for a flooring material, a beam material, a step board for a staircase, etc. in a landing hall or a passageway.

本発明に係る手摺によれば、支柱に形成した貫通孔を中空部に連通させずに、中空部から独立させたので、貫通孔の配置が中空部の形状等に影響され難くなる。したがって、例えば、支柱の曲げ剛性を増大させるべく、周壁を肉厚にして中空部の断面積を小さくしても、隣り合う貫通孔(接合用雄ねじ部品)同士を近接させる必要はなく、その結果、ベースと支柱との接合部分における曲げ剛性が高いものとなる。   According to the handrail according to the present invention, since the through hole formed in the support column is made independent from the hollow portion without communicating with the hollow portion, the arrangement of the through holes is hardly affected by the shape of the hollow portion. Therefore, for example, even if the peripheral wall is thickened and the cross-sectional area of the hollow portion is reduced in order to increase the bending rigidity of the support columns, it is not necessary to bring adjacent through holes (joining male screw parts) close to each other. The bending rigidity at the joint between the base and the column becomes high.

本発明に係る手摺は、前記ベースを前記支持構造物に固定するための固定用雄ねじ部品を備えているものであってもよい。この場合には、前記固定用雄ねじ部品のねじ部を鉛直線に対して傾斜した状態で前記支持構造物に螺入するとよい。このようにすると、固定用雄ねじ部品のねじ部の長さに比して支持構造物の厚さ(桁高)が小さい場合であっても、固定用雄ねじ部品のねじ部の先端が支持構造物から突出することがない。   The handrail according to the present invention may include a fixing male screw component for fixing the base to the support structure. In this case, it is preferable that the threaded portion of the fixing male screw component is screwed into the support structure in a state where it is inclined with respect to the vertical line. In this case, even if the thickness (girder height) of the support structure is smaller than the length of the screw portion of the fixing male screw component, the tip of the screw portion of the fixing male screw component is the support structure. It does not protrude from.

なお、前記ベースに、前記固定用雄ねじ部品のねじ部が挿通される挿通孔であって、鉛直線に対して傾斜する挿通孔を形成しておけば、簡単かつ確実に、固定用雄ねじ部品のねじ部を、鉛直線に対して傾斜した状態で支持構造物に螺入することが可能となる。   In addition, if the insertion hole through which the threaded portion of the fixing male screw component is inserted in the base and that is inclined with respect to the vertical line is formed, the fixing male screw component can be easily and reliably formed. The screw portion can be screwed into the support structure in a state inclined with respect to the vertical line.

また、前記ベースが、前記支持構造物との当接面に対して傾斜する傾斜面を有する場合には、前記挿通孔を前記傾斜面の法線方向に沿って形成し、前記当接面と前記傾斜面とに開口させるとよい。このようにすると、固定用雄ねじ部品のねじ部を傾斜させた場合であっても、頭部の座面の全体が傾斜面に当接することになるので、ベースをしっかりと支持構造物に固定することが可能となる。   When the base has an inclined surface that is inclined with respect to the contact surface with the support structure, the insertion hole is formed along a normal direction of the inclined surface, It is good to open to the said inclined surface. In this way, even when the threaded portion of the fixing male screw part is inclined, the entire seating surface of the head abuts against the inclined surface, so that the base is firmly fixed to the support structure. It becomes possible.

前記固定用雄ねじ部品のねじ部は、前記笠木の中心線を含む鉛直面と垂直に交差する鉛直面内において鉛直線に対して傾斜させることが望ましい。このような手摺は、これを押し倒すような力に対して高い抵抗力を発揮する。   It is desirable that the threaded portion of the fixing male screw component be inclined with respect to the vertical line in a vertical plane perpendicular to the vertical plane including the center line of the headboard. Such a handrail exhibits a high resistance to a force that pushes it down.

前記固定用雄ねじ部品のねじ部の先端は、前記ベースの直下若しくは直上に位置させるとよい。このようにすると、支持構造物の幅がベースより狭い場合であっても、固定用雄ねじ部品を確実に支持構造物に定着させることができる。   The tip of the threaded portion of the fixing male screw component may be positioned directly below or just above the base. If it does in this way, even if it is a case where the width | variety of a support structure is narrower than a base, the fixing external thread component can be reliably fixed to a support structure.

本発明によれば、ベースと支柱との接合部分における曲げ剛性が高い手摺を提供することが可能となる。   ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to provide the handrail with high bending rigidity in the junction part of a base and a support | pillar.

以下、本発明を実施するための最良の形態を、添付した図面を参照しつつ詳細に説明する。なお、以下においては、笠木30の長手方向に沿う方向を「前後方向」とする。   Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the accompanying drawings. In the following, the direction along the longitudinal direction of the headboard 30 is referred to as “front-rear direction”.

本実施形態に係る手摺Tは、図1に示すように、支持構造物Sに固定されるベース10と、このベース10に立設される支柱20と、この支柱20に支持される笠木30と、隣り合う支柱20,20間に配置されるパネル40とを備えており、さらに、図2の(a)および(b)に示すように、ベース10と支柱20とを接合する接合用雄ねじ部品50と、ベース10を支持構造物Sに固定するための固定用雄ねじ部品60とを備えている。支持構造物Sは、梁材S1と、この梁材S1の上面に載置されたスペーサS2とからなる。   As shown in FIG. 1, the handrail T according to the present embodiment includes a base 10 that is fixed to the support structure S, a support column 20 that is erected on the base 10, and a headboard 30 that is supported by the support column 20. And a panel 40 disposed between the adjacent struts 20, 20, and further, as shown in FIGS. 2A and 2B, a male screw component for joining that joins the base 10 and the strut 20. 50 and a fixing male screw part 60 for fixing the base 10 to the support structure S. The support structure S includes a beam member S1 and a spacer S2 placed on the upper surface of the beam member S1.

なお、図1に示した手摺Tは、四つのベース10,10,…と、四つの支柱20,20,…と、上下二つの笠木30,30とを備えるものであるが、部材の個数を限定する趣旨ではなく、設置部分の状況に応じて変更しても差し支えない。   The handrail T shown in FIG. 1 includes four bases 10, 10,..., Four struts 20, 20,. It is not intended to be limited, and may be changed according to the situation of the installation part.

ベース10は、支持構造物Sと支柱20との間に介設されるものであり、図3に示すように、本実施形態では、平面視矩形(正方形)を呈するアルミニウム合金製の板状部材からなる。より詳細に、ベース10は、支持構造物Sの表面(上面)に当接する当接面11(図4の(a)および(b)参照)と、支柱20が載置される載置面12と、当接面11に対して傾斜する傾斜面13,13とを備えている。ベース10の中央部には、複数の透孔14,14,…が形成されており、ベース10の角部には、複数の透孔14,14,…を取り囲むように複数の挿通孔15,15が形成されている。   The base 10 is interposed between the support structure S and the support column 20, and as shown in FIG. 3, in this embodiment, a plate-shaped member made of aluminum alloy that has a rectangular shape (square) in plan view. Consists of. More specifically, the base 10 includes a contact surface 11 (see FIGS. 4A and 4B) that contacts the surface (upper surface) of the support structure S, and a mounting surface 12 on which the support column 20 is mounted. And inclined surfaces 13 and 13 inclined with respect to the contact surface 11. A plurality of through holes 14, 14,... Are formed in the center of the base 10, and a plurality of insertion holes 15, so as to surround the plurality of through holes 14, 14,. 15 is formed.

載置面12は、本実施形態においては、ベース10の上面の中央部(図3中、点線で囲んだ領域)に形成されており、支柱20の下端面に当接する。なお、本実施形態においては、載置面12は、水平かつ平坦に成形されている。   In the present embodiment, the mounting surface 12 is formed at the center of the upper surface of the base 10 (a region surrounded by a dotted line in FIG. 3) and contacts the lower end surface of the support column 20. In the present embodiment, the placement surface 12 is formed horizontally and flatly.

傾斜面13は、本実施形態においては、ベース10の上面であって載置面12の左右両側に形成されている。傾斜面13は、載置面12側(中央部側)から側端部(右端部又は左端部)に向かって一様な勾配で下向きに傾斜している。   In the present embodiment, the inclined surfaces 13 are formed on the upper surface of the base 10 and on both the left and right sides of the mounting surface 12. The inclined surface 13 is inclined downward with a uniform gradient from the placement surface 12 side (center portion side) toward the side end portion (right end portion or left end portion).

透孔14は、図4の(a)に示すように、載置面12の法線(すなわち、鉛直線)に沿って形成されており、当接面11と載置面12とに開口している。透孔14には、接合用雄ねじ部品50が挿通される。なお、透孔14の下部は、接合用雄ねじ部品50の頭部51を収容できるように、拡径されている。   As shown in FIG. 4A, the through hole 14 is formed along the normal line (that is, the vertical line) of the mounting surface 12, and opens to the contact surface 11 and the mounting surface 12. ing. The joining male screw component 50 is inserted into the through hole 14. In addition, the diameter of the lower part of the through-hole 14 is expanded so that the head 51 of the male screw part 50 for joining can be accommodated.

図4の(b)は、笠木30の中心線を含む鉛直面と垂直に交差する鉛直面P(図1参照)でベース10を切断したときの切断面を示す図(すなわち、図2の(b)のX5−X5線断面図)であるが、この図に示すように、挿通孔15は、傾斜面13の法線nに沿って形成されており、鉛直面P内(すなわち、図4の(b)の断面内)において鉛直線に対して傾斜している。挿通孔15には、固定用雄ねじ部品60のねじ部62が挿通される。なお、挿通孔15は、当接面11と傾斜面13とに開口している。   FIG. 4B is a diagram showing a cut surface when the base 10 is cut along a vertical plane P (see FIG. 1) perpendicular to the vertical plane including the center line of the headboard 30 (that is, ( FIG. 4B is a sectional view taken along line X5-X5). As shown in this figure, the insertion hole 15 is formed along the normal line n of the inclined surface 13, and is within the vertical plane P (that is, FIG. 4). (B) in the cross section) with respect to the vertical line. The threaded portion 62 of the fixing male screw component 60 is inserted into the insertion hole 15. The insertion hole 15 is open to the contact surface 11 and the inclined surface 13.

ベース10を支持構造物Sに固定するには、ベース10の挿通孔15に、その上側から固定用雄ねじ部品60のねじ部62を挿通したうえで、図示せぬ締付工具で頭部61を回転させてねじ部62を支持構造物Sに螺入すればよい。   In order to fix the base 10 to the support structure S, the screw portion 62 of the fixing male screw component 60 is inserted into the insertion hole 15 of the base 10 from above, and then the head 61 is moved with a tightening tool (not shown). The screw portion 62 may be screwed into the support structure S by rotating.

図3に示す支柱20は、アルミニウム合金製の押出形材からなる。押出形材の断面中心部には、その全長に亘って断面略矩形を呈する中空部21が形成されている。中空部21は、押出形材の押出方向に沿って形成されていて、その上端および下端が開口している。   The support | pillar 20 shown in FIG. 3 consists of an extruded shape member made from an aluminum alloy. A hollow portion 21 having a substantially rectangular cross section over the entire length is formed at the center of the cross section of the extruded shape member. The hollow portion 21 is formed along the extrusion direction of the extruded shape member, and its upper end and lower end are open.

中空部21を形成する周壁22は、図5に示すように、その外形が断面略長方形を呈していて、その短辺側に配置された厚肉部22aと、長辺に沿って配置された薄肉部22bとを備えている。厚肉部22aは、薄肉部22bよりも肉厚に成形されている。周壁22には、その下端面から上端面に亘って、貫通孔23と切欠き24とが形成されており、さらに、周壁22の前後の側面には、凹部25が形成されている。中空部21、貫通孔23、切欠き24、凹部25は、押出形材の押出方向に沿って形成されていて、押出成形する際に形成される。   As shown in FIG. 5, the peripheral wall 22 forming the hollow portion 21 has a substantially rectangular cross section, and is disposed along the long side and the thick portion 22 a disposed on the short side. And a thin portion 22b. The thick part 22a is formed thicker than the thin part 22b. A through hole 23 and a notch 24 are formed on the peripheral wall 22 from the lower end surface to the upper end surface, and concave portions 25 are formed on the front and rear side surfaces of the peripheral wall 22. The hollow part 21, the through-hole 23, the notch 24, and the recessed part 25 are formed along the extrusion direction of the extruded profile, and are formed when extrusion molding is performed.

貫通孔23は、断面円形を呈していて、中空部21から独立している。貫通孔23は、厚肉部22aの端部に形成されている。すなわち、貫通孔23は、周壁22の四隅の各々に形成されている。なお、図4の(a)に示すように、貫通孔23,23,…の配置は、ベース10の透孔14,14,…の配置に対応していて、ベース10の載置面12に支柱20を載置すると、透孔14と貫通孔23とが連通する。   The through hole 23 has a circular cross section and is independent of the hollow portion 21. The through hole 23 is formed at the end of the thick portion 22a. That is, the through hole 23 is formed at each of the four corners of the peripheral wall 22. As shown in FIG. 4A, the arrangement of the through holes 23, 23,... Corresponds to the arrangement of the through holes 14, 14,. When the column 20 is placed, the through hole 14 and the through hole 23 communicate with each other.

図5に示す切欠き24は、断面略V字形状を呈していて、中空部21に連通している。切欠き24は、厚肉部22aの中央部に形成されていて、反対側の切欠き24と中空部21を挟んで対向している。切欠き24の最深部は、円形に成形されている。   The notch 24 shown in FIG. 5 has a substantially V-shaped cross section and communicates with the hollow portion 21. The notch 24 is formed at the center of the thick portion 22 a and faces the opposite notch 24 with the hollow portion 21 in between. The deepest part of the notch 24 is formed in a circular shape.

二つの凹部25,25は、押出形材の押出方向に沿って形成されており、中空部21を挟んで対向している。   The two concave portions 25, 25 are formed along the extrusion direction of the extruded shape member, and face each other with the hollow portion 21 interposed therebetween.

支柱20をベース10に接合するには、図4の(a)に示すように、支柱20の下端面をベース10の載置面12に当接させたうえで、ベース10の透孔14に接合用雄ねじ部品50のねじ部52を挿通し、図示せぬ締付工具で頭部51を回転させてねじ部52を貫通孔23の下端部に螺入すればよい。なお、支柱20は、その断面の長辺が左右方向に沿うようにベース10の載置面12に載置する(図2の(b)参照)。   In order to join the support column 20 to the base 10, the lower end surface of the support column 20 is brought into contact with the mounting surface 12 of the base 10 as shown in FIG. What is necessary is just to insert the screw part 52 of the male screw part 50 for joining, rotate the head 51 with a fastening tool (not shown), and screw the screw part 52 into the lower end part of the through hole 23. In addition, the support | pillar 20 is mounted in the mounting surface 12 of the base 10 so that the long side of the cross section may follow a left-right direction (refer FIG.2, (b)).

図2の(a)に示すように、上段の笠木30は、支柱20の上端の斜め上方に配置されていて、上ブラケット31を介して支柱20に支持されている。上ブラケット31は、図3に示すように、支柱20の中空部21に上方から挿入される脚部31aと、中空部21に脚部31aを挿入したときに支柱20の上面を塞ぐ塞ぎ部31bと、この塞ぎ部31bの上面から斜め上方に立ち上がる柱部31cと、この柱部31cの頂部に形成され、上段の笠木30(図2の(a)参照)の下面に当接する受部31dとを備えて構成されている。上ブラケット31を支柱20に接合するには、脚部31aを支柱20の中空部21に挿入したうえで、塞ぎ部31bに形成した透孔にタッピンねじを挿入し、支柱20の切欠き24(図5参照)の円形部分に螺入すればよい。また、上ブラケット31を笠木30に接合するには、受部31dの上面を笠木30の下面に当接させたうえで、受部31dに形成した透孔にタッピンねじを挿入し、笠木30に螺入すればよい。   As shown in FIG. 2A, the upper head 30 is disposed obliquely above the upper end of the support 20 and is supported by the support 20 via the upper bracket 31. As shown in FIG. 3, the upper bracket 31 includes a leg portion 31 a that is inserted into the hollow portion 21 of the support column 20 from above, and a blocking portion 31 b that closes the upper surface of the support column 20 when the leg portion 31 a is inserted into the hollow portion 21. A column portion 31c that rises obliquely upward from the upper surface of the closing portion 31b, and a receiving portion 31d that is formed on the top portion of the column portion 31c and contacts the lower surface of the upper head 30 (see FIG. 2A). It is configured with. In order to join the upper bracket 31 to the support column 20, the leg portion 31a is inserted into the hollow portion 21 of the support column 20, and then a tapping screw is inserted into the through hole formed in the closing portion 31b. What is necessary is just to screw in the circular part of FIG. Further, in order to join the upper bracket 31 to the headboard 30, the upper surface of the receiving portion 31 d is brought into contact with the lower surface of the headboard 30, and a tapping screw is inserted into the through hole formed in the receiving portion 31 d. Just screw it in.

下段の笠木30は、図2の(a)に示すように、支柱20の上下方向の中間部の側方に配置されていて、下ブラケット32を介して支柱20に支持されている。下ブラケット32は、支柱20の側面に接合される基部32aと、この基部32aの側面から斜め上方に張り出す枝部32bと、この枝部32bの先端部に形成され、笠木30の下面に当接する受部32cを備えて構成されている。下ブラケット32を支柱20に接合するには、基部32aを支柱20の側面に当接させたうえで、基部32aに形成した透孔にタッピンねじを挿入し、支柱20に螺入すればよい。また、下ブラケット32を笠木30に接合するには、受部32cの上面を笠木30の下面に当接させたうえで、受部32cに形成した透孔にタッピンねじを挿入し、笠木30に螺入すればよい。   As shown in FIG. 2 (a), the lower berth 30 is disposed on the side of the intermediate portion in the vertical direction of the column 20 and is supported by the column 20 via the lower bracket 32. The lower bracket 32 is formed at a base portion 32a joined to the side surface of the support column 20, a branch portion 32b projecting obliquely upward from the side surface of the base portion 32a, and a tip portion of the branch portion 32b. The receiving part 32c which contacts is comprised. In order to join the lower bracket 32 to the support column 20, the base portion 32 a is brought into contact with the side surface of the support column 20, and then a tapping screw is inserted into the through hole formed in the base portion 32 a and screwed into the support column 20. In order to join the lower bracket 32 to the headboard 30, the upper surface of the receiving portion 32 c is brought into contact with the lower surface of the headboard 30, and a tapping screw is inserted into the through hole formed in the receiving portion 32 c. Just screw it in.

なお、笠木30は、木製のものに限られるものではなく、金属製(例えば、アルミニウム合金製、ステンレス鋼製など)や合成樹脂製のものであってもよいし、材質の異なる複数の部材を組み合わせたものでもよい。   The cap 30 is not limited to a wooden one, and may be made of metal (for example, aluminum alloy, stainless steel, etc.) or synthetic resin, or a plurality of members made of different materials may be used. It may be a combination.

パネル40は、透光性を有する素材(例えば、アクリル樹脂など)で形成された板状の部材であり、図6に示すように、パネルブラケット41を介して支柱20に支持されている。パネルブラケット41は、支柱20の凹部25に係合する凸部を有する係合部41aと、この係合部41aの側面から張り出す張出部41bと、この張出部41bの先端部に形成され、パネル40の一面に当接する保持部41cを備えて構成されている。パネルブラケット41を支柱20に接合するには、係合部41aを支柱20の側面に当接させたうえで、係合部41aに形成した透孔にタッピンねじを挿入し、支柱20の周壁22に螺入すればよい。また、パネルブラケット41にパネル40を保持させるには、保持部41cをパネル40の一面に当接させたうえで、パネル40の他面側に配した押え部材42の雄ねじを、パネル40に形成した透孔に挿通し、保持部41cに形成した雌ねじに螺合すればよい。   The panel 40 is a plate-like member formed of a light-transmitting material (for example, acrylic resin), and is supported by the column 20 via a panel bracket 41 as shown in FIG. The panel bracket 41 is formed at an engaging portion 41a having a convex portion that engages with the concave portion 25 of the support column 20, an overhanging portion 41b protruding from the side surface of the engaging portion 41a, and a distal end portion of the overhanging portion 41b. The holding portion 41c is in contact with one surface of the panel 40. In order to join the panel bracket 41 to the support column 20, the engaging portion 41 a is brought into contact with the side surface of the support column 20, and then a tapping screw is inserted into the through hole formed in the engaging portion 41 a, so that the peripheral wall 22 of the support column 20. You just screw in. Further, in order to hold the panel 40 by the panel bracket 41, the holding portion 41c is brought into contact with one surface of the panel 40, and then the male screw of the pressing member 42 disposed on the other surface side of the panel 40 is formed on the panel 40. What is necessary is just to insert in the through-hole which was made and to screw-engage with the internal thread formed in the holding | maintenance part 41c.

図3に示す接合用雄ねじ部品50は、本実施形態では、ステンレス製の六角穴付きボルトからなる。接合用雄ねじ部品50のねじ部52は、ベース10の下側から支柱20の貫通孔23に螺入される(図4の(a)参照)。なお、接合用雄ねじ部品50の緩みを防止するために、ベース10の透孔14には、緩み止剤が充填される。   In the present embodiment, the joining male screw component 50 shown in FIG. 3 is made of a stainless steel hexagon socket head cap screw. The threaded portion 52 of the joining male screw component 50 is screwed into the through hole 23 of the support column 20 from the lower side of the base 10 (see FIG. 4A). In order to prevent loosening of the male screw part 50 for joining, the through hole 14 of the base 10 is filled with a loosening preventive agent.

固定用雄ねじ部品60は、本実施形態では、ステンレス製のコーチスクリューからなる。図4の(b)に示すように、固定用雄ねじ部品60のねじ部62は、ベース10の上側から挿通孔15に挿入され、鉛直線に対して傾斜した状態で支持構造物Sに螺入される。本実施形態における傾斜角度は10°である。なお、本実施形態においては、固定用雄ねじ部品60のガイドとなるベース10の挿通孔15が、図1に示す鉛直面P内(すなわち、図4の(b)の断面内)において鉛直線に対して傾斜しているので、固定用雄ねじ部品60のねじ部62も、鉛直面P内において鉛直線に対して傾斜し、さらに、傾斜面13の法線nに沿う方向に挿通孔15を形成するとともに、その上端を傾斜面13に開口させたので、固定用雄ねじ部品60を締め付けたときに、頭部61の座面の全体が傾斜面13に当接する。また、本実施形態においては、ベース10の挿通孔15が、側端部に向かって下向きに傾斜する傾斜面13の法線nに沿って形成されているので、固定用雄ねじ部品60のねじ部62の先端は、ベース10の直下に位置することになる。すなわち、本実施形態においては、鉛直面P(図1参照)内に配置される二つの固定用雄ねじ部品60,60が、逆ハ字状に配置されることになる。   In this embodiment, the fixing male screw component 60 is a stainless steel coach screw. As shown in FIG. 4 (b), the threaded portion 62 of the fixing male screw component 60 is inserted into the insertion hole 15 from the upper side of the base 10, and is screwed into the support structure S in an inclined state with respect to the vertical line. Is done. In this embodiment, the inclination angle is 10 °. In the present embodiment, the insertion hole 15 of the base 10 serving as a guide for the fixing male screw component 60 has a vertical line in the vertical plane P shown in FIG. 1 (that is, in the cross section of FIG. 4B). Therefore, the screw portion 62 of the fixing male screw part 60 is also inclined with respect to the vertical line in the vertical plane P, and further, the insertion hole 15 is formed in the direction along the normal line n of the inclined surface 13. At the same time, since the upper end is opened in the inclined surface 13, the entire seating surface of the head 61 abuts on the inclined surface 13 when the fixing male screw component 60 is tightened. Further, in the present embodiment, the insertion hole 15 of the base 10 is formed along the normal line n of the inclined surface 13 that is inclined downward toward the side end portion. The tip of 62 is located directly below the base 10. That is, in the present embodiment, the two fixing male screw parts 60, 60 arranged in the vertical plane P (see FIG. 1) are arranged in an inverted C shape.

図3に示すカバー70は、ベース10と固定用雄ねじ部品60の頭部61を覆い隠すものであり、合成樹脂製の箱状部材からなる。カバー70の上面の中央部には、支柱20を挿通するための開口部71が形成されている。   The cover 70 shown in FIG. 3 covers the base 10 and the head 61 of the fixing male screw part 60, and is made of a synthetic resin box-shaped member. An opening 71 for inserting the support column 20 is formed at the center of the upper surface of the cover 70.

以上説明した本実施形態に係る手摺Tによれば、支柱20に形成した貫通孔23を中空部21に連通させずに、中空部21から独立させたので、貫通孔23の配置が中空部21の形状等に影響され難くなる。したがって、例えば、支柱20の曲げ剛性を増大させるべく、周壁22を肉厚にして中空部21の断面積を小さくしても、隣り合う貫通孔23,23(接合用雄ねじ部品60,60)同士を近接させる必要はなく、その結果、ベース10と支柱20との接合部分における曲げ剛性が高いものとなる。   According to the handrail T according to the present embodiment described above, since the through hole 23 formed in the support column 20 is not communicated with the hollow portion 21 and is made independent from the hollow portion 21, the arrangement of the through holes 23 is the hollow portion 21. It becomes difficult to be influenced by the shape of Therefore, for example, even if the peripheral wall 22 is made thick and the cross-sectional area of the hollow portion 21 is reduced in order to increase the bending rigidity of the support column 20, the adjacent through holes 23, 23 (joining male screw parts 60, 60) are adjacent to each other. As a result, the bending rigidity at the joint portion between the base 10 and the support column 20 is high.

また、固定用雄ねじ部品60のねじ部62を鉛直線に対して傾斜させたので、ねじ部62の長さに比して支持構造物Sの厚さ(桁高)が小さい場合であっても、ねじ部62の先端が支持構造物Sから突出することがない。逆を言えば、支持構造物Sの厚さ(桁高)が小さい場合であっても、固定用雄ねじ部品60の定着長(支持構造物Sに螺入されているねじ部62の長さ)を大きく取ることが可能となるので、固定用雄ねじ部品60の引抜耐力が増大し、ひいては、手摺Tの曲げ耐力も増大する。なお、固定用雄ねじ部品60の傾斜角度が5°を下回ると、固定用雄ねじ部品60を鉛直に配置した場合との差異が小さくなり、傾斜角度が20°を上回ると、支持構造物Sへの螺入作業が困難になるとともに、鉛直面P(図1参照)内に配置される固定用雄ねじ部品60,60の先端同士が接触・干渉する虞があるので、固定用雄ねじ部品60の傾斜角度は、鉛直線に対して5°〜20°の範囲にあることが望ましい。   In addition, since the screw portion 62 of the fixing male screw component 60 is inclined with respect to the vertical line, the thickness (girder height) of the support structure S is smaller than the length of the screw portion 62. The tip of the screw part 62 does not protrude from the support structure S. In other words, even when the thickness (girder height) of the support structure S is small, the fixing length of the fixing male screw component 60 (the length of the screw portion 62 screwed into the support structure S). Therefore, the pulling strength of the fixing male screw part 60 is increased, and consequently the bending strength of the handrail T is also increased. When the inclination angle of the fixing male screw part 60 is less than 5 °, the difference from the case where the fixing male screw part 60 is arranged vertically is reduced. When the inclination angle exceeds 20 °, the inclination to the support structure S is reduced. Since the screwing operation becomes difficult and the tips of the fixing male screw parts 60, 60 arranged in the vertical plane P (see FIG. 1) may contact and interfere with each other, the inclination angle of the fixing male screw part 60 Is preferably in the range of 5 ° to 20 ° with respect to the vertical line.

しかも、本実施形態においては、ベース10の挿通孔15を所定の方向に傾斜させているので、固定用雄ねじ部品60のねじ部62を、簡単かつ確実に、鉛直線に対して傾斜した状態で支持構造物Sに螺入することが可能となる。   Moreover, in the present embodiment, since the insertion hole 15 of the base 10 is inclined in a predetermined direction, the screw portion 62 of the fixing male screw component 60 is easily and reliably inclined with respect to the vertical line. It becomes possible to screw into the support structure S.

さらに、本実施形態においては、ベース10の挿通孔15を傾斜面13の法線nに沿う方向に形成するとともに、その上端を傾斜面13に開口させたので、固定用雄ねじ部品60の頭部61の座面の全体が傾斜面13に当接する。つまり、本実施形態に係る手摺Tによれば、テーパーワッシャ等を使用しなくとも、ベース10をしっかりと支持構造物Sに固定することが可能となる。   Further, in the present embodiment, the insertion hole 15 of the base 10 is formed in the direction along the normal line n of the inclined surface 13 and the upper end thereof is opened in the inclined surface 13, so that the head of the fixing male screw component 60 The entire seating surface 61 contacts the inclined surface 13. That is, according to the handrail T according to the present embodiment, the base 10 can be firmly fixed to the support structure S without using a taper washer or the like.

また、固定用雄ねじ部品60のねじ部62を、笠木30を含む鉛直面と垂直に交差する鉛直面P(図1参照)内において鉛直線に対して傾斜させたので、手摺Tを左右方向に押し倒すような力に対して高い抵抗力を発揮する。すなわち、手摺Tを左右方向に押し倒そうとすると、鉛直面P内にある二つの固定用雄ねじ部品60の一方には、鉛直上向きの引張力Fが作用することになるが、固定用雄ねじ部品60が傾斜しているので、当該引張力Fは、固定用雄ねじ部品60の軸方向に作用する引抜力と軸直角方向に作用するせん断力とに分散されることになる。つまり、固定用雄ねじ部品60が鉛直方向に配置されている場合には、固定用雄ねじ部品60に作用する引抜力(軸方向に作用する力)は、鉛直上向きの引張力Fと等しくなるが、固定用雄ねじ部品60が傾斜角度θで傾斜している場合には、固定用雄ねじ部品60に作用する引抜力は、引張力F×cosθとなり、鉛直方向に配置した場合よりも小さくなる。   Further, since the screw portion 62 of the fixing male screw component 60 is inclined with respect to the vertical line in the vertical plane P (see FIG. 1) perpendicular to the vertical plane including the headboard 30, the handrail T is moved in the left-right direction. Demonstrates high resistance to pushing force. That is, when the handrail T is pushed down in the left-right direction, a vertically upward tensile force F acts on one of the two fixing male screw parts 60 in the vertical plane P. The fixing male screw part Since 60 is inclined, the tensile force F is distributed to the pulling force acting in the axial direction of the fixing male screw part 60 and the shearing force acting in the direction perpendicular to the axis. That is, when the fixing male screw component 60 is arranged in the vertical direction, the pulling force (force acting in the axial direction) acting on the fixing male screw component 60 is equal to the vertically upward tensile force F. When the fixing male screw component 60 is inclined at the inclination angle θ, the pulling force acting on the fixing male screw component 60 is a tensile force F × cos θ, which is smaller than that in the case where the fixing male screw component 60 is arranged in the vertical direction.

また、左右方向に隣り合う固定用雄ねじ部品60,60を逆ハ字状に配置すると、ねじ部62の先端がベース10の直下に位置することになるので、支持構造物Sの幅がベース10よりも狭いような場合においても、固定用雄ねじ部品60を確実に支持構造物Sに定着させることができる。   Further, when the fixing male screw parts 60, 60 adjacent in the left-right direction are arranged in an inverted C shape, the tip of the screw part 62 is positioned immediately below the base 10, so that the width of the support structure S is the base 10. Even in a narrower case, the fixing male screw part 60 can be reliably fixed to the support structure S.

なお、図示した手摺Tの構成は、適宜変更しても差し支えない。例えば、前記した実施形態では、一つのベース10に一つの支柱20を立設した場合を例示したが(図1参照)、これに限定されることはなく、図示は省略するが、一つのベース10に二つ以上の支柱20を立設してもよい。また、前記した実施形態においては、矩形形状を呈するベース10を例示したが、これに限定されることはなく、多角形状、円形、楕円形などを呈するものであっても差し支えない。同様に、前記した実施形態においては、断面矩形を呈する支柱20を例示したが、これに限定されることはなく、断面多角形、断面円形、断面楕円形を呈するものであっても差し支えない。   Note that the configuration of the illustrated handrail T may be changed as appropriate. For example, in the above-described embodiment, the case where one support column 20 is erected on one base 10 is illustrated (see FIG. 1). However, the present invention is not limited to this, and illustration is omitted. Two or more struts 20 may be erected on 10. Moreover, in the above-described embodiment, the base 10 having a rectangular shape has been exemplified. However, the base 10 is not limited to this, and may have a polygonal shape, a circular shape, an elliptical shape, or the like. Similarly, in the above-described embodiment, the support column 20 having a rectangular cross section is illustrated, but the present invention is not limited to this, and the column 20 may have a polygonal cross section, a circular cross section, or an elliptical cross section.

前記した実施形態においては、ベース10の挿通孔15を、載置面12側から側端部に向かって下向きに傾斜する傾斜面13の法線nに沿う方向に形成した場合を例示したが(図4の(b)参照)、これに限定されることはなく、例えば、図7の(a)に示すように、支持構造物Sがベース10よりも幅広である場合には、側端部に向かって上向きに傾斜する傾斜面13の法線nに沿う方向に形成してもよい。このようにすると、鉛直面P(図1参照)内に配置される二つの固定用雄ねじ部品60,60がハ字状に配置されることになるので、ねじ部62の長さに比して支持構造物Sの厚さ(桁高)が小さい場合であっても、ねじ部62の先端が支持構造物Sから突出することがない。   In the above-described embodiment, the case where the insertion hole 15 of the base 10 is formed in the direction along the normal line n of the inclined surface 13 inclined downward from the placement surface 12 side toward the side end portion is illustrated ( For example, when the support structure S is wider than the base 10 as shown in FIG. 7A, the side end portion is not limited to this. You may form in the direction in alignment with the normal line n of the inclined surface 13 which inclines upwards toward. If it does in this way, since the two fixing male screw parts 60 and 60 arrange | positioned in the vertical surface P (refer FIG. 1) will be arrange | positioned in C shape, compared with the length of the thread part 62. Even when the thickness (girder height) of the support structure S is small, the tip of the screw portion 62 does not protrude from the support structure S.

前記した実施形態においては、ベース10の載置面12と傾斜面13とをなだらかに連ねた場合を例示したが(図3参照)、これに限定されることはなく、例えば、図7の(b)に示すように、ベース10の上面に設けた凹部16の底面を載置面としてもよい。このようにすると、支柱20の位置決めが容易になるとともに、凹部16の側壁によって支柱20の下端部の回転が規制されることになるので、ベース10と支柱20との接合部分における曲げ剛性がより一層高いものとなる。   In the above-described embodiment, the case where the mounting surface 12 and the inclined surface 13 of the base 10 are smoothly connected has been illustrated (see FIG. 3), but the present invention is not limited to this. As shown in b), the bottom surface of the concave portion 16 provided on the top surface of the base 10 may be used as the mounting surface. This facilitates positioning of the support column 20 and restricts rotation of the lower end portion of the support column 20 by the side wall of the recess 16, so that bending rigidity at the joint portion between the base 10 and the support column 20 is further increased. It will be even higher.

前記した実施形態においては、ベース10の傾斜面13が一様な勾配で傾斜する場合を例示したが、これに限定されることはなく、例えば、図8に示すように、勾配が途中で変化するものであっても差し支えない。すなわち、ベース10の上面であって載置面12の左右両側の各々に、傾斜角度の異なる複数(図8においては二つ)の傾斜面13,13を形成しても差し支えない。図8においては、載置面12側(中央部側)にある傾斜面13(以下、「第一の傾斜面13A」という。)よりも、側端部(右端部又は左端部)にある傾斜面13(以下、「第二の傾斜面13B」という。)のほうが、急勾配になっている。なお、挿通孔15は、第一の傾斜面13Aに開口させる場合には、第一の傾斜面13Aの法線に沿って形成し、第二の傾斜面13Bに開口させる場合には、第二の傾斜面13Bの法線に沿って形成するとよい。このように、傾斜角度の異なる複数の傾斜面13A,13Bを形成しておけば、支柱20の取付条件(支持構造物Sの寸法や取付強度など)に応じて挿通孔15の傾斜角度(すなわち、固定用雄ねじ部品60の傾斜角度)を変更する場合に、容易に対応することが可能となる。   In the above-described embodiment, the case where the inclined surface 13 of the base 10 is inclined with a uniform gradient is illustrated, but the present invention is not limited to this. For example, as illustrated in FIG. It does not matter even if it does. That is, a plurality (two in FIG. 8) of inclined surfaces 13 and 13 having different inclination angles may be formed on the upper surface of the base 10 and on both the left and right sides of the mounting surface 12. In FIG. 8, the slope at the side end (right end or left end) rather than the slope 13 on the placement surface 12 side (center side) (hereinafter referred to as “first slope 13 </ b> A”). The surface 13 (hereinafter referred to as “second inclined surface 13B”) is steeper. The insertion hole 15 is formed along the normal line of the first inclined surface 13A when opening the first inclined surface 13A, and the second insertion hole 15 when opening the second inclined surface 13B. It is good to form along the normal line of the inclined surface 13B. In this way, if a plurality of inclined surfaces 13A and 13B having different inclination angles are formed, the inclination angle of the insertion hole 15 (that is, the dimensions and the attachment strength of the support structure S, etc.) according to the attachment conditions of the column 20 (that is, the attachment structure 15). In the case of changing the inclination angle of the fixing male screw part 60, it is possible to easily cope with the change.

前記した実施形態においては、支持構造物Sの上面にベース10を固定する場合を例示したが(図2の(a)参照)、これに限定されることはなく、図示は省略するが、支持構造物の下面にベースを固定しても差し支えない。このような場合には、ベースの下面に傾斜面を形成し、固定用雄ねじ部品のねじ部をベースの下側から支持構造物に螺入すればよい。なお、固定用雄ねじ部品のねじ部を鉛直線に対して傾斜させて、ねじ部の先端をベースの直上に位置させれば、支持構造物の幅がベースよりも狭いような場合においても、固定用雄ねじ部品を確実に支持構造物に定着させることができる。   In the above-described embodiment, the case where the base 10 is fixed to the upper surface of the support structure S is illustrated (see FIG. 2A). However, the present invention is not limited to this, and the illustration is omitted. The base may be fixed to the lower surface of the structure. In such a case, an inclined surface may be formed on the lower surface of the base, and the threaded portion of the fixing male screw component may be screwed into the support structure from the lower side of the base. In addition, if the screw part of the fixing male screw part is inclined with respect to the vertical line and the tip of the screw part is positioned immediately above the base, the support structure can be fixed even when the width of the support structure is narrower than the base. The male screw component can be securely fixed to the support structure.

また、本実施形態においては、手摺Tが踊場の縁部に設置されている場合を例示したが、本発明に係る手摺の設置場所を限定する趣旨ではない。図示は省略するが、本発明に係る手摺は、ベランダ、渡り廊下、階段などにも適用することが可能である。   Moreover, in this embodiment, although the case where the handrail T was installed in the edge part of the landing was illustrated, it is not the meaning which limits the installation place of the handrail which concerns on this invention. Although illustration is omitted, the handrail according to the present invention can be applied to a veranda, a walkway, a staircase, and the like.

本発明に係る手摺を示す斜視図である。It is a perspective view which shows the handrail which concerns on this invention. (a)は本発明に係る手摺を示す断面図、(b)は(a)に示すX1−X1線における断面図である。(A) is sectional drawing which shows the handrail which concerns on this invention, (b) is sectional drawing in the X1-X1 line | wire shown to (a). 本発明に係る手摺の分解斜視図である。It is a disassembled perspective view of the handrail which concerns on this invention. (a)は図2の(b)に示すX4−X4線における断面図、(b)は同じくX5−X5線における断面図である。(A) is sectional drawing in the X4-X4 line | wire shown to (b) of FIG. 2, (b) is sectional drawing in a X5-X5 line | wire similarly. 図2の(a)に示すX3−X3線における端面図である。FIG. 3 is an end view taken along line X3-X3 shown in FIG. 図2の(a)に示すX2−X2線における断面図である。It is sectional drawing in the X2-X2 line | wire shown to (a) of FIG. (a)はベースの変形例を示す断面図、(b)はベースの他の変形例を示す断面図である。(A) is sectional drawing which shows the modification of a base, (b) is sectional drawing which shows the other modification of a base. ベースのさらに他の変形例を示す断面図である。It is sectional drawing which shows another modification of a base.

符号の説明Explanation of symbols

T 手摺
10 ベース
11 当接面
13 傾斜面
15 挿通孔
20 支柱
21 中空部
22 周壁
23 貫通孔
30 笠木
50 接合用雄ねじ部品
60 固定用雄ねじ部品
S 支持構造物
T handrail 10 base 11 contact surface 13 inclined surface 15 insertion hole 20 support column 21 hollow part 22 peripheral wall 23 through hole 30 coping 50 joint male screw part 60 fixing male screw part S support structure

Claims (6)

支持構造物に固定されるベースと、当該ベースに立設される支柱と、当該支柱に支持される笠木と、前記ベースと前記支柱とを接合する接合用雄ねじ部品と、を備える手摺であって、
前記支柱は、その全長に亘って中空部が形成された押出形材からなり、
前記中空部を形成する周壁には、その下端面から上端面に亘って、断面円形の貫通孔が形成されており、
前記接合用雄ねじ部品のねじ部は、前記ベースの下側から前記貫通孔に螺入されていることを特徴とする手摺。
A handrail comprising a base fixed to a support structure, a support column erected on the base, a coping supported by the support column, and a male screw component for bonding the base and the support column. ,
The strut is made of an extruded profile in which a hollow portion is formed over its entire length,
In the peripheral wall forming the hollow portion, a through hole having a circular cross section is formed from the lower end surface to the upper end surface,
The handrail, wherein the threaded portion of the joining male screw part is screwed into the through hole from the lower side of the base.
前記ベースを前記支持構造物に固定するための固定用雄ねじ部品をさらに備え、
前記固定用雄ねじ部品のねじ部が、鉛直線に対して傾斜した状態で前記支持構造物に螺入されていることを特徴とする請求項1に記載の手摺。
A fixing male screw component for fixing the base to the support structure;
The handrail according to claim 1, wherein a screw portion of the fixing male screw component is screwed into the support structure in a state inclined with respect to a vertical line.
前記ベースには、鉛直線に対して傾斜する挿通孔が形成されており、当該挿通孔に前記固定用雄ねじ部品のねじ部が挿通されていることを特徴とする請求項2に記載の手摺。   The handrail according to claim 2, wherein an insertion hole that is inclined with respect to a vertical line is formed in the base, and a screw portion of the fixing male screw part is inserted into the insertion hole. 前記ベースは、前記支持構造物との当接面に対して傾斜する傾斜面を有し、
前記挿通孔は、前記傾斜面の法線方向に沿って形成されており、かつ、前記当接面と前記傾斜面とに開口していることを特徴とする請求項3に記載の手摺。
The base has an inclined surface that is inclined with respect to a contact surface with the support structure;
The handrail according to claim 3, wherein the insertion hole is formed along a normal direction of the inclined surface, and is open to the contact surface and the inclined surface.
前記固定用雄ねじ部品のねじ部は、前記笠木の中心線を含む鉛直面と垂直に交差する鉛直面内において鉛直線に対して傾斜していることを特徴とする請求項2乃至請求項4のいずれか一項に記載の手摺。   5. The threaded portion of the fixing male screw component is inclined with respect to the vertical line in a vertical plane perpendicular to a vertical plane including the center line of the headboard. The handrail according to any one of the above. 前記固定用雄ねじ部品のねじ部の先端を前記ベースの直下若しくは直上に位置させることを特徴とする請求項2乃至請求項5のいずれか一項に記載の手摺。   The handrail according to any one of claims 2 to 5, wherein a distal end of a screw portion of the fixing male screw component is positioned directly below or directly above the base.
JP2005320722A 2005-11-04 2005-11-04 handrail Expired - Fee Related JP4617242B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011064018A (en) * 2009-09-18 2011-03-31 Misawa Homes Co Ltd Ventilation structure of building
JP2015117479A (en) * 2013-12-17 2015-06-25 旭化成ホームズ株式会社 Handrail fitting structure
JP2016160681A (en) * 2015-03-03 2016-09-05 ナカ工業株式会社 Handrail bracket
JP2019123994A (en) * 2018-01-12 2019-07-25 株式会社松下美紀照明設計事務所 Handrail coping

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH074655U (en) * 1993-06-23 1995-01-24 株式会社サンレール Handrail mounting device
JPH09316892A (en) * 1996-05-30 1997-12-09 Aruku Plan:Kk Pile foundation reinforcing structure
JP2003321914A (en) * 2002-05-07 2003-11-14 San Rail:Kk Attachment device for handrail
JP2004100454A (en) * 2003-11-21 2004-04-02 Nippon Light Metal Co Ltd Structure for building
JP2004156346A (en) * 2002-11-07 2004-06-03 Shikoku:Kk Handrail column installing structure
JP2004162518A (en) * 2002-09-17 2004-06-10 Nippon Light Metal Co Ltd Handrail mounting structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH074655U (en) * 1993-06-23 1995-01-24 株式会社サンレール Handrail mounting device
JPH09316892A (en) * 1996-05-30 1997-12-09 Aruku Plan:Kk Pile foundation reinforcing structure
JP2003321914A (en) * 2002-05-07 2003-11-14 San Rail:Kk Attachment device for handrail
JP2004162518A (en) * 2002-09-17 2004-06-10 Nippon Light Metal Co Ltd Handrail mounting structure
JP2004156346A (en) * 2002-11-07 2004-06-03 Shikoku:Kk Handrail column installing structure
JP2004100454A (en) * 2003-11-21 2004-04-02 Nippon Light Metal Co Ltd Structure for building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011064018A (en) * 2009-09-18 2011-03-31 Misawa Homes Co Ltd Ventilation structure of building
JP2015117479A (en) * 2013-12-17 2015-06-25 旭化成ホームズ株式会社 Handrail fitting structure
JP2016160681A (en) * 2015-03-03 2016-09-05 ナカ工業株式会社 Handrail bracket
JP2019123994A (en) * 2018-01-12 2019-07-25 株式会社松下美紀照明設計事務所 Handrail coping
JP7066416B2 (en) 2018-01-12 2022-05-13 株式会社松下美紀照明設計事務所 Handrail Kasagi

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