JP2005054539A - Handrail - Google Patents

Handrail Download PDF

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JP2005054539A
JP2005054539A JP2003289231A JP2003289231A JP2005054539A JP 2005054539 A JP2005054539 A JP 2005054539A JP 2003289231 A JP2003289231 A JP 2003289231A JP 2003289231 A JP2003289231 A JP 2003289231A JP 2005054539 A JP2005054539 A JP 2005054539A
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horizontal
vertical
handrail
holding frame
rail
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JP4210176B2 (en
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Fumio Kato
文雄 加藤
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Sunrail Co Ltd
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Sunrail Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a handrail hardly generating noise as the metallic handrail installed in an outdoor part. <P>SOLUTION: A plurality of muntins 4A consisting of metal hollow extrusion moldings provided with screw holes 4a continued between upper and lower metal horizontal muntins 2 and 3 in the inside in a longitudinal direction are connected with screws by being spaced at prescribed intervals by butting upper and lower end faces on the horizontal muntins 2 and 3. A suppression frame 6A provided with a plurality of fitting parts 61 fitted tightly over 50 % or larger of the perimeter of the muntin in the neighborhood of the end of each muntin 4A is arranged in parallel to the horizontal muntins 2 and 3. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、上下の横桟間に複数本の縦桟が所定間隔置きに連結された構造の手摺り、特に横桟及び縦桟がアルミ押出型材等の金属製で屋外部に立設される手摺りに関する。   The present invention is a handrail having a structure in which a plurality of vertical rails are connected at predetermined intervals between upper and lower horizontal rails, and in particular, the horizontal rails and vertical rails are made of metal such as an aluminum extrusion mold material and are erected on an outdoor portion. Regarding handrails.

建物の屋上、ベランダ、外部に臨む通路、道路沿い等の屋外部に立設される手摺りの代表的な形態として、コンクリート躯体等に立設した支柱間に上部及び下部の横桟が架設されると共に、これら上下の横桟間に多数本の縦桟が所定間隔置きに配設されたものがある。なお、縦桟の上端を連結する上部の横桟は、笠木である場合と、笠木の下位に配設した横桟である場合とがある。しかして、このような形態の手摺りでは、材料コスト、組立施工性、耐久性等の面より、各構成部材をアルミ押出型材にて構成すると共に、縦桟に中空状のものを用い、その内側に設けたビスホールを利用して当該縦桟の上下端を上下の横桟にビス止め固定する構造が汎用されている。   As a typical form of handrails erected on the rooftops, verandas, passageways facing outside, roadsides, etc., the upper and lower horizontal rails are installed between the columns erected on the concrete frame etc. In some cases, a plurality of vertical bars are arranged at predetermined intervals between the upper and lower horizontal bars. Note that the upper horizontal beam connecting the upper ends of the vertical beam may be a headboard or a horizontal rail disposed below the headboard. Thus, in such a handrail, from the viewpoint of material cost, assembly workability, durability, etc., each component member is constituted by an aluminum extrusion mold material, and a vertical beam is used as a vertical rail. A structure in which the upper and lower ends of the vertical beam are fixed to the upper and lower horizontal beams using screw holes provided on the inside is widely used.

図9〜図11は上記構造の手摺りの一構成例を示す。図において、11は内側四隅に長手方向に連続するビスホール11a…を備えた角筒状の左右一対の支柱、12は縦断面下向き開放コ字形の笠木本体12aとその下面側に係嵌する笠木受け12bとからなる笠木、13は下方に開いたコ字枠状の横桟本体13aとその下面側に係嵌する底板13bとからなる下部横桟、14は内側の2箇所に長手方向に連続するビスホール14a…を備えた角筒状の縦桟である。   9 to 11 show one configuration example of the handrail having the above structure. In the figure, reference numeral 11 denotes a pair of left and right square cylindrical pillars having screw holes 11a continuous in the longitudinal direction at the inner four corners, and 12 denotes a headboard body 12a having an open U-shape with a longitudinal section facing downward and a headboard holder engaged with its lower surface. 12b, 13 is a lower horizontal beam comprising a U-frame-shaped horizontal beam main body 13a opened downward and a bottom plate 13b engaged with the lower surface thereof, and 14 is continuous in the longitudinal direction at two locations inside. It is a rectangular tube-shaped vertical cross provided with screw holes 14a.

この手摺りにおける支柱11と笠木12とは、笠木受け12bに上方から貫通させたビス15…を支柱11の各ビスホール11aに螺挿することによって連結されている。また、支柱11と下部横桟13とは、横桟本体13aの両側壁内面側に一体形成された複数本の凸条16…に、該横桟本体13aの端から等位置で縦断方向の切り込みを入れ、この切り込み部分に挿嵌させた受け板17と対向する支柱11の側壁部11bとをボルト・ナット18の締め付けによって引き付けて固定している。一方、縦桟14は、上端側では笠木受け12bに上方から、下端側では下部横桟13の上壁部を下方から、それぞれ2本ずつ貫通させたビス15をビスホール14aに螺挿することにより、該笠木受け12bと下部横桟13とに連結固定されている。   In this handrail, the support column 11 and the headboard 12 are connected by screwing screws 15. Further, the column 11 and the lower horizontal rail 13 are cut in the longitudinal direction at the same position from the end of the horizontal beam main body 13a into a plurality of ridges 16 integrally formed on the inner surfaces of both side walls of the horizontal beam main body 13a. The receiving plate 17 inserted into the cut portion and the side wall portion 11 b of the supporting column 11 are attracted and fixed by tightening bolts and nuts 18. On the other hand, the vertical beam 14 is screwed into the screw hole 14a by inserting two screws 15 penetrating the upper wall portion of the lower cross beam 13 from the lower side on the upper end side from above and the lower wall 13 from the lower side on the lower end side. The headboard receiver 12b and the lower horizontal rail 13 are connected and fixed.

しかしながら、この種の屋外部に立設される手摺りは、一般的に風を受けた際に金属音を交えた耳障りな騒音が発生し易く、しかも日常的に多い3〜8m/秒程度の特に強風とも言えない風速範囲での騒音レベルが非常に高くなる傾向があるため、近辺の住環境が悪化するという問題があった。   However, handrails erected on this type of outdoor part are generally prone to annoying noises with metal sounds when subjected to wind, and are frequently 3-8 m / sec. In particular, there is a problem that the living environment in the vicinity deteriorates because the noise level tends to be very high in a wind speed range that cannot be said to be a strong wind.

本発明者らは、上述の情況に鑑み、騒音が発生しにくい手摺りを開発するために、まず従来のこの種手摺りにおける騒音発生のメカニズムについて、送風実験を重ねて子細に調べた。その結果、風が縦桟間を通過する際に過渦を発生し、これによって縦桟が撓んで振れ動く形で振動し、この振動に伴って縦桟の上下端のビス止め部分ががた付き、横桟との間で材料同士の衝当が反復して断続的な騒音を発生し、特に風速3〜8m/秒程度の範囲で手摺りの固有振動数との関係から該騒音が共振現象によって著しく拡大することが判明した。そこで、この知見に基づいて更に検討を重ねたところ、縦桟の端部近傍で周面に密接嵌合する抑え枠を設けた場合に、縦桟端部の拘束による制振効果と固定効果により、騒音を著しく低減できることを見出し、本発明をなすに至った。   In view of the above-mentioned circumstances, the inventors of the present invention first conducted a detailed blow experiment on the mechanism of noise generation in this type of conventional handrail in order to develop a handrail that hardly generates noise. As a result, when the wind passes between the vertical beams, an excessive vortex is generated, which causes the vertical beam to bend and vibrate, and the screw stoppers at the upper and lower ends of the vertical beam fluctuate. On the other hand, the material hits the side rail repeatedly and generates intermittent noise, and the noise resonates due to the natural frequency of the handrail, especially in the range of 3 to 8 m / sec. It was found that the phenomenon significantly increased. Therefore, further investigation was made based on this knowledge, and when a restraining frame that closely fits the peripheral surface in the vicinity of the end of the vertical beam was provided, due to the vibration damping effect and the fixing effect due to the restraint of the vertical beam end The present inventors have found that noise can be remarkably reduced and have made the present invention.

すなわち、請求項1の発明に係る手摺りは、図面の参照符号を付して示せば、上下の金属製の横桟(笠木2,下部横桟3)間に、内側に長手方向に連続するビスホール4aを備えた金属中空押出型材からなる複数本の縦桟4A〜4Cが、上下端面を横桟2,3に突き合わせて横桟2,3側から前記ビスホール4aに螺入するビス5を介して所定間隔置きに連結され、上下の横桟2,3の少なくとも一方側に、各縦桟4の端部近傍に縦桟周長の50%以上にわたって密接嵌合する複数の嵌合部61〜63を備えた抑え枠6A〜6Dが、横桟2,3と平行に配設されてなる構成としている。   That is, the handrail according to the invention of claim 1 is continuous in the longitudinal direction on the inner side between the upper and lower metal horizontal rails (headboard 2, lower horizontal rail 3) if shown with reference numerals in the drawings. A plurality of vertical beams 4A to 4C made of a metal hollow extrusion mold material provided with screw holes 4a are connected to screws 5 which are screwed into the screw holes 4a from the side of the horizontal beams 2 and 3, with the upper and lower end surfaces being abutted against the horizontal beams 2 and 3. Are connected at predetermined intervals, and are fitted to at least one side of the upper and lower horizontal rails 2 and 3 in close proximity to the end of each vertical rail 4 over 50% or more of the circumferential length of the vertical rail. The holding frames 6 </ b> A to 6 </ b> D having 63 are arranged in parallel with the horizontal rails 2 and 3.

そして、請求項2の発明は、請求項1の手摺りにおける前記抑え枠6A〜6Dが、所定間隔置きに前記嵌合部61〜63を設けた水平壁部6aと、垂直壁部6bとで縦断面L字形をなすものとしている。また、請求項3の発明は、請求項2の手摺りにおける前記抑え枠6A,6B,6Dの嵌合部61,62が、水平壁部6aの側端縁に開く切欠状に形成されると共に、縦桟4A,4Bを水平方向に嵌入し得る形状を有してなるものとしている。   In the invention of claim 2, the holding frames 6A to 6D in the handrail of claim 1 are composed of a horizontal wall portion 6a provided with the fitting portions 61 to 63 at predetermined intervals, and a vertical wall portion 6b. It is assumed to have an L-shaped longitudinal section. According to a third aspect of the present invention, the fitting portions 61 and 62 of the holding frames 6A, 6B, and 6D in the handrail of the second aspect are formed in a notch shape that opens at the side edge of the horizontal wall portion 6a. The vertical bars 4A and 4B have a shape that can be fitted in the horizontal direction.

更に、上記請求項1〜3のいずれかの手摺りにおいて、請求項4の発明では前記抑え枠6A〜6Cが横桟2,3に一体形成されてなる構成を、請求項5の発明では前記抑え枠6Dが横桟2,3にビス止めされてなる構成を、それぞれ採用している。   Furthermore, in the handrail according to any one of the first to third aspects, in the invention according to the fourth aspect, the holding frames 6A to 6C are integrally formed on the horizontal rails 2 and 3, A structure in which the holding frame 6D is screwed to the horizontal rails 2 and 3 is employed.

また、請求項6の発明は、請求項1〜5のいずれの手摺りにおいて、抑え枠6Eを上下2段の水平壁部6a,6cと垂直壁部6bとからなる縦断面略F字形をなす構成としている。   According to a sixth aspect of the present invention, in any of the handrails of the first to fifth aspects, the holding frame 6E has a substantially F-shaped longitudinal section composed of two upper and lower horizontal wall portions 6a and 6c and a vertical wall portion 6b. It is configured.

また、請求項7の発明は、請求項1〜6のいずれかの手摺りにおいて、前記抑え枠6A〜6Dの嵌合部61〜63が、縦桟4,4A〜4Cの端より10〜50mm離れた位置で当該縦桟4に密接嵌合してなる構成としている。   The invention of claim 7 is the handrail of any one of claims 1 to 6, wherein the fitting portions 61 to 63 of the restraining frames 6A to 6D are 10 to 50 mm from the ends of the vertical bars 4 and 4A to 4C. It is set as the structure formed by closely fitting to the said vertical beam 4 in the distant position.

請求項1の発明によれば、横桟にビス止めされた各縦桟の端部近傍に、抑え枠が半周以上にわたって密接嵌合していることから、各縦桟は端部を拘束された形で全体の剛性が大きくなり、この剛性に基づく強い制振効果によって風を受けた際の縦桟の振動が抑えられる上に共振現象も生じにくく、加えて縦桟の部がビス止め部分と抑え枠による嵌合部分とで固定されてがたつかず、もって風による騒音が発生しにくい手摺りが提供される。   According to the first aspect of the present invention, since the holding frame is closely fitted to the vicinity of the end portion of each vertical beam screwed to the horizontal beam over more than half a circumference, each vertical beam is restrained at the end. The overall rigidity of the shape increases, and the vibration of the vertical beam is suppressed by the strong vibration control effect based on this rigidity, and the resonance phenomenon is less likely to occur. There is provided a handrail that is not rattled by the fitting portion of the restraining frame and thus is less likely to generate wind noise.

請求項2の発明によれば、上記の手摺りにおいて、抑え枠が縦断面L字形をなすため、該抑え枠と横枠との間に雨水が溜まるような封鎖空間を生じず、もって雨水による腐食劣化を回避できる。   According to the invention of claim 2, in the handrail described above, since the holding frame has an L-shaped vertical cross section, a sealed space in which rainwater accumulates between the holding frame and the horizontal frame does not occur, and therefore rainwater causes Corrosion degradation can be avoided.

請求項3の発明によれば、上記の抑え枠が縦断面L字形をなす手摺りにおいて、手摺りを組み立てる際に縦桟を後付けで横桟に連結できるため、その組立作業が容易になる。   According to the invention of claim 3, in the handrail in which the restraining frame has an L-shaped vertical cross section, when the handrail is assembled, the vertical rail can be connected to the horizontal rail later, so that the assembling work is facilitated.

請求項4の発明によれば、上記手摺りの抑え枠が横桟と一体であることから、手摺りを組み立てる際に該抑え枠を取り付ける手間が要らず、それだけ作業能率が向上する。   According to the invention of claim 4, since the handrail restraining frame is integrated with the horizontal rail, there is no need to attach the restraining frame when assembling the handrail, and the work efficiency is improved accordingly.

請求項5の発明によれば、上記の手摺りにおいて、抑え枠が独立部材であるため、その嵌合部の形成が容易になる。   According to the fifth aspect of the present invention, in the handrail, since the holding frame is an independent member, the fitting portion can be easily formed.

請求項6の発明によれば、抑え枠の上下2段の水平壁部によって縦桟が嵌合され、且つビスなどの固定具によって両者が互いに嵌合保持されており、更に縦桟の下端面と横桟本体の上面との間に隙間を形成することができるため、一層縦桟のたわみや破損あるいは共振現象による騒音の発生を極力防止することが可能である。   According to the invention of claim 6, the vertical beam is fitted by the two upper and lower horizontal wall portions of the holding frame, and both are fitted and held together by the fixing tool such as a screw, and the lower end surface of the vertical beam Since a gap can be formed between the main body and the upper surface of the horizontal beam main body, it is possible to prevent as much as possible the generation of noise due to the deflection or breakage of the vertical beam or the resonance phenomenon.

請求項7の発明によれば、上記の手摺りにおいて、抑え枠の嵌合部が縦桟の端より適度に離れた位置で密接嵌合していることから、縦桟の制振効果がより大きくなり、風による騒音をより低減できる。   According to the invention of claim 7, in the handrail described above, since the fitting portion of the holding frame is closely fitted at a position appropriately separated from the end of the vertical beam, the vibration suppression effect of the vertical beam is more It becomes larger and the noise caused by wind can be further reduced.

以下、本発明に係る手摺りの好適な実施形態について、図面を参照して具体的に説明する。   Hereinafter, preferred embodiments of the handrail according to the present invention will be specifically described with reference to the drawings.

図1〜図3は本発明に係る第一実施形態の手摺りを示す。これら図において、1はコンクリート躯体10に立設された左右一対の支柱、2は両支柱1,1の頂部間に架設された笠木、3は両支柱1,1の下部間に架設された横桟、4Aは両支柱1,1と笠木2及び横桟3とで構成される矩形枠内に一定間隔置きに平行配置された縦桟である。しかして、これら支柱1、笠木2、横桟3、はいずれもアルミ押出型材からなる。   1 to 3 show a handrail according to a first embodiment of the present invention. In these figures, 1 is a pair of left and right columns erected on the concrete frame 10, 2 is a headboard erected between the tops of both columns 1, 1, and 3 is a horizontal frame erected between the lower parts of both columns 1, 1. The crosspieces 4A are vertical crosspieces arranged in parallel at regular intervals in a rectangular frame constituted by the two columns 1, 1 and the headboard 2 and the horizontal crosspiece 3. Thus, all of the support column 1, the headboard 2 and the cross rail 3 are made of an aluminum extrusion mold material.

この第一実施形態の手摺りにおける支柱1及び縦桟4Aは、既述した従来例の手摺りと同様構成であり、図3に示すように、支柱1は角筒状であって内側四隅に長手方向に連続するビスホール1a…を備えており、縦桟4Aは支柱1よりも一回り横断面サイズが小さい角筒状であって内側の2箇所に長手方向に連続するビスホール4a…を備えている。   The support column 1 and the vertical rail 4A in the handrail of the first embodiment have the same configuration as the handrail of the conventional example described above. As shown in FIG. 3, the support column 1 has a rectangular tube shape and has four inner corners. The longitudinal beam 4A has a rectangular tube shape that is slightly smaller in cross section than the column 1 and has two longitudinally continuous screw holes 4a ... in the longitudinal direction. Yes.

一方、笠木2と横桟3は、それら自体は既述した従来例の手摺りと同様構成である。すなわち、図2に示すように、笠木2は、縦断面下向き開放コ字形の笠木本体21と、下面を構成する略帯板状の笠木受け22とからなり、笠木本体21の両側縁内側の係止枠部21a,21aに、笠木受け22の両側縁に設けた係止条片22a,22aを係嵌させることにより、一体の中空枠を形成している。また、横桟3は、下方に開いたコ字枠状の横桟本体31と、その下面側に係嵌する底板32とからなる。しかるに、笠木受け22の下面側と横桟本体31の上面側には、それぞれ長手方向全長にわたり、水平壁部6aと垂直壁部6bとで縦断面L字形をなす抑え枠6Aが、水平壁部6aを離間して垂直壁部6b側で繋がる形で一体形成されている。   On the other hand, the headboard 2 and the crosspiece 3 have the same configuration as the handrail of the conventional example described above. That is, as shown in FIG. 2, the headboard 2 is composed of a headboard main body 21 having an open U shape with a downward vertical section and a substantially strip-shaped headboard receiver 22 constituting the lower surface. By engaging the locking strips 22a, 22a provided on both side edges of the head support 22 with the locking frame portions 21a, 21a, an integral hollow frame is formed. In addition, the horizontal rail 3 includes a U-shaped horizontal rail main body 31 that opens downward, and a bottom plate 32 that is engaged with the lower surface of the horizontal rail main body 31. However, on the lower surface side of the headboard receiver 22 and the upper surface side of the crosspiece main body 31, a holding frame 6 </ b> A having an L-shaped vertical section with a horizontal wall portion 6 a and a vertical wall portion 6 b is formed on the horizontal wall portion. 6a is separated and connected by the vertical wall part 6b side.

これら抑え枠6A,6Aは、図4の横桟本体31側で代表して示すように、水平壁部6aの長手方向に沿って一定間隔置きに、側端縁に開く切欠状をなす矩形の嵌合部61…が形成されている。そして、各抑え枠6Aにおける嵌合部61…の配置ピッチは手摺りにおける縦桟4A…の配置ピッチと等しく、また各嵌合部61は幅が縦桟4Aの手摺り組み付け状態での左右幅と一致して、且つ奥行きが縦桟4Aの同前後幅の半分を越える寸法になるように設定されている。この奥行きは、本実施形態では水平壁部6aの全幅と等しくなっている。なお、図4において、31cは各嵌合部61に対応して横桟本体31の上壁部31aに設けたビス挿通孔であり、図示を省略しているが、笠木受け22側にも同様のビス挿通孔が各嵌合部61に対応して設けられている。   These representative frames 6A and 6A, as representatively shown on the side of the horizontal rail main body 31 in FIG. 4, are rectangular shapes having notches that open at the side edges at regular intervals along the longitudinal direction of the horizontal wall portion 6a. Fitting portions 61 are formed. The arrangement pitch of the fitting portions 61 in each holding frame 6A is equal to the arrangement pitch of the vertical rails 4A in the handrail, and each fitting portion 61 has a width in the left-right width when the vertical rail 4A is assembled. And the depth is set so that the depth exceeds half of the longitudinal width of the vertical beam 4A. This depth is equal to the entire width of the horizontal wall 6a in this embodiment. In FIG. 4, 31 c is a screw insertion hole provided in the upper wall portion 31 a of the horizontal rail main body 31 corresponding to each fitting portion 61, and is not illustrated, but the same is applied to the headboard receiver 22 side. These screw insertion holes are provided corresponding to the respective fitting portions 61.

この手摺りにおける支柱1と笠木2とは、図2に示すように、笠木受け22に上方から貫通させたビス5…を支柱1の各ビスホール1aに螺挿することによって連結されている。また、支柱1と下部横桟3とは、図2及び図3に示すように、横桟本体31の両側壁内面側に一体形成された複数本の凸条31b…に、該横桟本体31の端から等位置で縦断方向の切り込みを入れ、この切り込み部分に挿嵌させた受け板8と対向する支柱1の側壁部1bとをボルト・ナット9の締め付けによって引き付けて固定している。   As shown in FIG. 2, the support column 1 and the coping 2 in this handrail are connected by screwing screws 5... Penetrating from the upper portion of the coping tray 22 into the screw holes 1 a of the support column 1. Further, as shown in FIGS. 2 and 3, the support post 1 and the lower horizontal cross 3 are connected to a plurality of protrusions 31 b... Integrally formed on the inner surfaces of both side walls of the horizontal cross main body 31. A notch in the longitudinal direction is made at the same position from the end of the wire, and the receiving plate 8 inserted into this notch and the side wall portion 1b of the supporting column 1 facing each other are attracted and fixed by tightening bolts and nuts 9.

一方、各縦桟4Aは、図2及び図3に示すように、上下両端部が上下の抑え枠6Aの嵌合部61に各々嵌合する状態で、上下端を笠木受け22の下面と横桟本体31の上面に突き合わせ、上下各2本のビス5を上方からは笠木受け22を貫通して、下方からは横桟本体31の上壁部31aを貫通して、それぞれ各ビスホール4aに螺挿することにより、該笠木受け22と横桟本体31とに連結固定されている。   On the other hand, as shown in FIG. 2 and FIG. 3, each vertical rail 4 </ b> A has its upper and lower ends laterally connected to the lower surface of the headboard receiver 22 in a state in which both upper and lower ends are fitted to the fitting portions 61 of the upper and lower holding frames 6 </ b> A. The two upper and lower screws 5 are passed through the headboard receiver 22 from above and from the lower side through the upper wall portion 31a of the horizontal rail body 31 and screwed into the respective screw holes 4a. By being inserted, it is connected and fixed to the headboard receiver 22 and the crosspiece main body 31.

上記構成の手摺りにおける各縦桟4Aは、上下端部で笠木2の笠木受け22と横桟3の横桟本体31とにビス止さめれているが、このビス止めされた上下端部の近傍で抑え枠6Aの嵌合部61に半周以上にわたって密接嵌合していることから、上下端部を拘束された形で全体の剛性が大きく、この剛性に基づく強い制振作用を備えると共に、上下両端部がビス止め部分と抑え枠6Aによる嵌合部分とで固定されて動きを生じにくい状態になっている。従って、屋外部に立設した手摺りが風を受けた際、縦桟4A…間を通過する風によって過渦が発生しても、縦桟4A…は撓みを伴う振動を生じにくく、その上下端部のがたつきも少ないため、衝当音の発生が抑えられ、加えて制振効果によって風速3〜8m/秒程度の範囲での共振現象も発生せず、もって抑え枠6Aのない従来構成の手摺りに比較して風による騒音レベルが著しく低減する。   Each of the vertical rails 4A in the handrail having the above-described structure is screwed at the upper and lower ends of the headboard holder 22 of the headboard 2 and the horizontal rail main body 31 of the horizontal rail 3, but the screws Since it is closely fitted to the fitting part 61 of the restraining frame 6A in the vicinity over half a circumference, the overall rigidity is large in a form in which the upper and lower end parts are constrained, and a strong damping action based on this rigidity is provided. The upper and lower end portions are fixed by the screw-fastening portion and the fitting portion by the holding frame 6A so that the movement hardly occurs. Therefore, when the handrail installed on the outdoor part receives wind, even if an excessive vortex is generated by the wind passing between the vertical bars 4A, the vertical bars 4A are less likely to be vibrated and are Since there is little backlash at the end, the occurrence of a hitting sound is suppressed, and in addition, the resonance effect does not occur in the range of wind speeds of about 3 to 8 m / second due to the vibration control effect, and thus there is no conventional control frame 6A. Compared with the handrail of the configuration, the noise level due to wind is significantly reduced.

しかして、上記第一実施形態の手摺りにあっては、抑え枠6Aが縦断面L字形をなし、該抑え枠6Aと横枠3との間は外部に開放した形になっているから、雨水が溜まることによる腐食劣化を生じる懸念がない。また、抑え枠6Aの各嵌合部61が角筒状の縦桟4Aに対応した矩形で水平壁部61の側端縁に開いた切欠状をなすため、手摺りを組み立てる際に、左右の支柱1,1と笠木受け22及び横桟本体31とからなる矩形枠に対し、縦桟4A…を側方から後付けで組み付けることが可能であり、これによって組立作業が容易になる。更に、抑え枠6Aは笠木受け22及び横桟本体31に一体形成されているから、手摺りを組み立てる際に該抑え枠6Aを取り付ける手間が要らず、それだけ作業能率が向上する。   Therefore, in the handrail of the first embodiment, the holding frame 6A has an L-shaped longitudinal section, and the space between the holding frame 6A and the horizontal frame 3 is open to the outside. There is no concern of causing corrosion degradation due to rainwater accumulation. Further, each fitting portion 61 of the holding frame 6A is a rectangle corresponding to the rectangular tube-shaped vertical rail 4A and has a notch shape opened at the side edge of the horizontal wall portion 61. Therefore, when assembling the handrail, It is possible to attach the vertical beam 4A to the rectangular frame composed of the support columns 1, 1 and the headboard receiver 22 and the horizontal beam main body 31 from the side by retrofitting, thereby facilitating the assembly work. Furthermore, since the holding frame 6A is integrally formed with the headboard receiver 22 and the horizontal rail body 31, there is no need to attach the holding frame 6A when assembling the handrail, and the work efficiency is improved accordingly.

図5(イ)〜(ハ)は、第二実施形態の手摺りを示す。この手摺りでは、前記第一実施形態の手摺りにおける角筒状の縦桟4Aに代えて、図5(ロ)の如く四周側面が凸円弧状の前後側面と平面状の左右側面とからなり、内側一箇所に長手方向に連続するビスホール4aを備えた縦桟4Bを用いている。そして、笠木2の笠木受け22の下面側ならびに下部横桟3の横桟本体31の上面側には、該縦桟4Bに対応した抑え枠6Bが一体形成されている。すなわち、この抑え枠6Bは、前記第一実施形態の抑え枠6Aと同様に水平壁部6aと垂直壁部6bとで縦断面L字形をなすが、図5(ハ)の横桟本体31側で代表して示すように、その水平壁部6aの側端縁に開く切欠状の嵌合部62が、直線状の両側側縁62a,62aと凹円弧状の奥端縁62bとからなっている。   5A to 5C show a handrail according to the second embodiment. In this handrail, instead of the rectangular tube-shaped vertical rail 4A in the handrail of the first embodiment, as shown in FIG. 5 (b), the four-circumferential side surface is composed of a front and rear side surface having a convex arc shape and a planar left and right side surface. A vertical beam 4B having a screw hole 4a continuous in the longitudinal direction at one inner side is used. A holding frame 6B corresponding to the vertical beam 4B is integrally formed on the lower surface side of the head member 22 of the head frame 2 and the upper surface side of the horizontal beam main body 31 of the lower horizontal beam 3. That is, the restraining frame 6B has an L-shaped vertical cross section with the horizontal wall portion 6a and the vertical wall portion 6b in the same manner as the restraining frame 6A of the first embodiment, but the side rail main body 31 side in FIG. As shown as a representative, the notch-shaped fitting portion 62 that opens to the side edge of the horizontal wall portion 6a is composed of straight side edges 62a, 62a and a concave arc-shaped back edge 62b. Yes.

しかして、各縦桟4Bは、上下両端部が上下の抑え枠6Bの嵌合部62に各々密接嵌合する状態で、上下端を笠木受け22の下面と横桟本体31の上面に突き合わせ、上下各1本のビス5を笠木受け22及び横桟本体31の上壁部31aを貫通して、それぞれビスホール4aに螺挿することにより、該笠木受け22と横桟本体31とに連結固定されている。なお、これら以外の構成は前記第一実施形態と同様であるため、該第一実施形態と共通する部分には同一符号を付してその説明を省略する。   Thus, each vertical beam 4B has its upper and lower ends butted against the lower surface of the headboard holder 22 and the upper surface of the horizontal beam main body 31 with both upper and lower ends closely fitted to the fitting portions 62 of the upper and lower restraining frames 6B. Each of the upper and lower screws 5 passes through the upper wall 31a of the headboard receiver 22 and the horizontal rail body 31 and is screwed into the screw hole 4a, whereby the headboard receiver 22 and the horizontal rail body 31 are connected and fixed. ing. In addition, since structures other than these are the same as those of the first embodiment, portions common to the first embodiment are denoted by the same reference numerals and description thereof is omitted.

この第二実施形態の手摺りにおいても、各縦桟4Bは、ビス止めされた上下端部の近傍で抑え枠6Bの嵌合部62に約3/4周にわたって密接嵌合していることから、全体の剛性が大きく、この剛性に基づく強い制振作用を備えると共に、上下両端部が動きを生じにくい状態になっている。従って、この手摺りが風を受けた際、縦桟4B…に撓みを伴う振動を生じにくく、その上下端部のがたつきも少ないために衝当音の発生が抑えられ、風速3〜8m/秒程度の範囲での共振現象も生じず、もって騒音は非常に小さくなる。また、この手摺りにおいても、縦桟4Bと抑え枠6Bの嵌合部62との嵌合形態から、組み立てに際して縦桟4B…を側方から後付けで組み付けることが可能である。   Also in the handrail of the second embodiment, each vertical rail 4B is closely fitted to the fitting portion 62 of the restraining frame 6B in the vicinity of the screwed upper and lower end portions over about 3/4 round. The overall rigidity is large, and a strong vibration control action based on this rigidity is provided, and the upper and lower ends are less likely to move. Therefore, when the handrail is subjected to wind, the vertical rail 4B is less likely to bend and vibrates, and the upper and lower ends thereof are less rattling. The resonance phenomenon does not occur in the range of about / sec, and the noise becomes very small. Also in this handrail, the vertical beam 4B can be assembled from the side by retrofitting from the fitting form of the vertical beam 4B and the fitting portion 62 of the holding frame 6B.

図6(イ),(ロ)は、第三実施形態の手摺りの下部を示す。この手摺りでは、円筒状で内側二箇所に長手方向に連続するビスホール4a,4aを備えた縦桟4Cを用いると共に、笠木受け(図示省略)及び横枠本体31に該縦桟4Cに対応した抑え枠6Cが一体形成されている。すなわち、この抑え枠6Cは、前記第一及び第二実施形態の抑え枠6A,6Bと同様に水平壁部6aと垂直壁部6bとで縦断面L字形をなすが、その水平壁部6aには縦桟4Cの円形の横断面形状に対応した切欠円形の嵌合部63…が側端縁に開く形で形成されている。   FIGS. 6A and 6B show the lower part of the handrail of the third embodiment. This handrail uses a vertical beam 4C which is cylindrical and has screw holes 4a and 4a continuous in the longitudinal direction at two locations on the inner side, and corresponds to the vertical beam 4C on the headboard holder (not shown) and the horizontal frame body 31. A holding frame 6C is integrally formed. That is, the holding frame 6C has an L-shaped vertical cross section with the horizontal wall portion 6a and the vertical wall portion 6b in the same manner as the holding frames 6A and 6B of the first and second embodiments. Is formed with a notched circular fitting portion 63 corresponding to the circular cross-sectional shape of the vertical beam 4C opening at the side edge.

この第三実施形態の手摺りにおいても、各縦桟4Cは、ビス止めされた上下端部の近傍で抑え枠6Cの嵌合部63に約3/4周にわたって密接嵌合し、全体の剛性が大きく強い制振作用を備え、且つ上下両端部が動きにくくなっているから、風を受けた際、撓みを伴う振動を生じにくく、上下端部のがたつきによる衝当音の発生も抑えられ、風速3〜8m/秒程度の範囲での共振現象も生じず、騒音は非常に小さくなる。   Also in the handrail of the third embodiment, each vertical rail 4C is closely fitted to the fitting portion 63 of the restraining frame 6C in the vicinity of the screwed upper and lower end portions over about 3/4 round, and the entire rigidity is increased. Large and strong vibration-damping action, and the upper and lower ends are difficult to move, so that it is difficult for vibrations to bend when receiving wind, and the occurrence of impact noise due to rattling of the upper and lower ends is suppressed. Therefore, the resonance phenomenon does not occur in the range of the wind speed of about 3 to 8 m / second, and the noise becomes very small.

なお、第三実施形態の手摺りは抑え枠6Cの嵌合部63が円筒状の縦桟4Cの半周以上に密接嵌合する形であるため、手摺りを組み立てる際、各縦桟4cは上下端部を予め抑え枠6Dに嵌め込んだ形で笠木受け22及び横枠本体31にビス止めする必要がある。しかるに、図6(イ),(ロ)で一点鎖線6a1 で示すように、嵌合部63を縦桟4Cの丁度半周に密接嵌合する半円形とすれば、該縦桟4Cを側方から後付けで組み付けることが可能となる。一方、該縦桟4Cを後付けで組み付けしないという前提では、嵌合部63を切欠状ではなく、同図の二点鎖線6a2 で示すように円形穴としてもよい。 In addition, since the handrail of the third embodiment has a shape in which the fitting portion 63 of the restraining frame 6C is closely fitted to a half or more of the cylindrical vertical rail 4C, when assembling the handrail, each vertical rail 4c is It is necessary to fix the end to the head 6 and the horizontal frame body 31 in a form that is fitted in the frame 6D in advance. However, as shown by the one-dot chain line 6a 1 in FIGS. 6 (a) and 6 (b), if the fitting portion 63 is a semicircular shape that closely fits the half circumference of the vertical beam 4C, the vertical beam 4C is laterally moved. It becomes possible to assemble from after. On the other hand, in the assumption that no assembled in retrofit the said longitudinal bars 4C, instead of the notch-shaped fitting portions 63 may be circular hole as indicated by the two-dot chain line 6a 2 of FIG.

本発明の手摺りにおいては、抑え枠による縦桟の制振効果と固定効果を確実に発揮させ、もって風による騒音レベルを充分に低くするためには、既述の第一〜第三実施形態のように、抑え枠の嵌合部は縦桟に対して周長の50%以上にわたって密接嵌合する必要がある。また、その嵌合位置は、特に制約されないが、高い制振効果を得る上で縦桟の端より10〜50mm離れた位置に設定することが推奨される。   In the handrail of the present invention, the first to third embodiments described above are used to reliably exhibit the vibration damping effect and the fixing effect of the vertical beam by the restraining frame and to sufficiently reduce the noise level due to the wind. As described above, the fitting portion of the holding frame needs to be closely fitted to the vertical rail over 50% or more of the circumference. Further, the fitting position is not particularly limited, but it is recommended to set the fitting position at a position 10 to 50 mm away from the end of the vertical rail in order to obtain a high vibration damping effect.

一方、抑え枠については、既述の第一〜第三実施形態のように横桟(笠木を含む)に一体形成する以外に、例えば次の第四実施形態の手摺りのように、独立部材としてもよい。図7は、第四実施形態の手摺りとして、横桟本体31に、独立部材である抑え枠6Dを取り付けた状態を示す。この抑え枠6Dは、前記第一〜第三実施形態における抑え枠6A〜6Cと同様に、縦桟4Aに密接嵌合する嵌合部(図示省略)を設けた水平壁部6aと垂直壁部6bとで縦断面L字状をなすが、垂直壁部6bの水平壁部6a側とは反対側の側縁に、当該水平壁部6aとは逆方向に短く突出する取付用条片6cが全長にわたって連設されており、この取付用条片6cにおいて横桟本体31の上壁部31aにビス7を介して固着するようにしている。なお、図示はしていないが、笠木側についても同様の抑え枠6Bをビス止めすることになる。   On the other hand, with respect to the holding frame, in addition to being integrally formed on the horizontal rail (including the headboard) as in the first to third embodiments described above, for example, an independent member such as a handrail in the following fourth embodiment. It is good. FIG. 7 shows a state in which a restraining frame 6D, which is an independent member, is attached to the horizontal rail main body 31 as a handrail of the fourth embodiment. Similar to the holding frames 6A to 6C in the first to third embodiments, the holding frame 6D has a horizontal wall portion 6a and a vertical wall portion provided with fitting portions (not shown) that closely fit the vertical rail 4A. 6b has an L-shaped longitudinal cross section, and a mounting strip 6c that protrudes in a direction opposite to the horizontal wall 6a is formed on a side edge of the vertical wall 6b opposite to the horizontal wall 6a. It is provided continuously over the entire length, and is fixed to the upper wall portion 31a of the horizontal rail main body 31 via the screws 7 in the mounting strip 6c. Although not shown, the same restraining frame 6B is screwed on the headboard side.

この第四実施形態の手摺りのように抑え枠を独立部材とした場合は、横桟(笠木を含む)に対する取り付けの手間を要する反面、それ自体の構造が横桟との一体物ものよりも簡素で且つ軽量になるため、アルミ押出型材等の原材に嵌合部を形成する際の加工が容易になるという利点がある。   When the restraining frame is an independent member as in the handrail of the fourth embodiment, it takes time and labor for mounting to the horizontal beam (including the headboard), but the structure itself is more than the one integrated with the horizontal beam. Since it becomes simple and lightweight, there exists an advantage that the process at the time of forming a fitting part in raw materials, such as an aluminum extrusion mold material, becomes easy.

図8は、第五実施形態の抑え枠6Eを示すもので、この実施形態にあっては、上下2段の水平壁部6a,6cと垂直壁部6bとからなる断面略F状の抑え枠6Eを横桟本体31(あるいは笠木受け22にも)に一体形成し、上下2段の水平壁部6a,6cに夫々嵌合部63を設け、これに縦桟4Aを嵌合し、両水平壁部6a,6c間の垂直壁部分6a1 にビス又はブラインドリベットなどの固定具80を縦桟4Aに固定してなるもので、この実施形態にあっては、抑え枠6Eの上下2段の水平壁部6a,6cによって縦桟4Aが嵌合され、且つビスなどの固定具80によって両者が互いに嵌合保持されており、更に縦桟4Aの下端面と横桟本体31の上面31aとの間に隙間αを形成することができるため、一層縦桟4Aのたわみや破損あるいは共振現象による騒音の発生を極力防止することが可能である。 FIG. 8 shows a restraining frame 6E of the fifth embodiment. In this embodiment, the restraining frame having a substantially F-shaped cross section composed of two upper and lower horizontal wall portions 6a and 6c and a vertical wall portion 6b. 6E is integrally formed with the horizontal beam main body 31 (or also with the headboard holder 22), and the fitting portions 63 are provided on the upper and lower horizontal wall portions 6a and 6c, respectively. A fixing member 80 such as a screw or a blind rivet is fixed to the vertical beam 4A on the vertical wall portion 6a 1 between the wall portions 6a and 6c. In this embodiment, the upper and lower two steps of the holding frame 6E are provided. The vertical beam 4A is fitted by the horizontal walls 6a and 6c, and both are fitted and held together by a fixing tool 80 such as a screw. Further, the lower wall of the vertical beam 4A and the upper surface 31a of the horizontal beam main body 31 are connected to each other. Since the gap α can be formed between them, the vertical beam 4A may be further bent or damaged. It is possible to prevent the generation of noise due to the resonance phenomenon as much as possible.

なお、上記の第一〜第五実施形態の手摺りでは縦桟の上端側を笠木2の笠木受け部22にビス止めしているが、笠木とは別に上部横桟を有する構造の手摺りにおいては、この上部横桟に縦桟の上端側をビス止めすると共に、上部側の抑え枠も該上部横桟に沿って設けることは言うまでもない。また、本発明の手摺りは、上下の横桟の少なくとも一方側に抑え枠を設けたものであればよい。これは、手摺りの設置場所で想定される風向きや風速域によっては、抑え枠を上下の一方側のみに設けても充分な騒音低減効果が得られることによる。   In the handrails of the first to fifth embodiments described above, the upper end of the vertical beam is screwed to the headboard receiving portion 22 of the headboard 2. However, in the handrail having a structure having an upper side rail separately from the headboard. Needless to say, the upper side of the vertical beam is screwed to the upper horizontal beam, and a holding frame on the upper side is provided along the upper horizontal beam. Moreover, the handrail of this invention should just provide the control frame in the at least one side of the upper and lower horizontal rail. This is because a sufficient noise reduction effect can be obtained even if the restraining frame is provided only on one of the upper and lower sides depending on the wind direction and wind speed region assumed at the installation location of the handrail.

更に、本発明の手摺りは、笠木、横桟、縦桟、支柱等の各構成部材の外形及び構造、縦桟を除く構成部材相互の連結構造等、細部構成については実施例以外に種々設計変更可能である。   Further, the handrail of the present invention is designed in various ways other than the embodiment, such as the outer shape and structure of each structural member such as a headboard, a horizontal beam, a vertical beam, and a column, and a connection structure between components excluding the vertical beam. It can be changed.

〔騒音測定試験〕
図12に示すように、消音風洞Sと残響室Rとの間を縦横1mの角筒状の通風ダクトDで繋ぎ、残響室R内の通風ダクトDの出口開口から1.5m離れた位置に供試体の手摺りTを設置し、消音風洞Sの上流側にある送風機(図示省略)から送られて来る無音風が通風ダクトDを通して手摺りTに吹き付けられるように設定した。そして、手摺りTとして、既述した図8〜10に示す従来構成のものと、図1〜図3に示す第一実施形態のものとを用い、送風方向に対する設置角度と風速とを種々異ならせた各条件下でそれぞれ、通風ダクトD内に設置したピトー管Pによって動圧を測定し、この動圧から風速を求めると共に、残響室R内の床上4.5mに設置したマイクロフォンMによって残響室内平均拡散音圧レベル(SPL)を測定し、下式により、残響室補正を行って種々の風速及び設置角度における手摺りTの自己発生音パワーレベル(PWL)を求めた。その結果を、従来構成の手摺りについては図13(イ)に、第一実施形態の手摺りについては図13(ロ)に示す。なお、両手摺りの寸法構成は次の通りであり、両者の違いは抑え枠6Aの有無のみである。
[Noise measurement test]
As shown in FIG. 12, the silencing wind tunnel S and the reverberation room R are connected by a rectangular tube-shaped ventilation duct D of 1 m in length and width, and at a position 1.5 m away from the outlet opening of the ventilation duct D in the reverberation room R. A handrail T of the specimen was installed, and the silent wind sent from a blower (not shown) on the upstream side of the silencing wind tunnel S was set to be blown onto the handrail T through the ventilation duct D. And as the handrail T, the thing of the conventional structure shown in FIGS. 8-10 mentioned above and the thing of 1st embodiment shown in FIGS. 1-3 are used, and the installation angle with respect to a ventilation direction and a wind speed differ. Under these conditions, the dynamic pressure is measured by the Pitot tube P installed in the ventilation duct D, the wind speed is obtained from this dynamic pressure, and the reverberation is performed by the microphone M installed on the floor 4.5 m above the reverberation chamber R. The indoor average diffuse sound pressure level (SPL) was measured, and the reverberation room was corrected by the following formula to determine the self-generated sound power level (PWL) of the handrail T at various wind speeds and installation angles. The results are shown in FIG. 13 (a) for the handrail of the conventional configuration, and in FIG. 13 (b) for the handrail of the first embodiment. The dimensional configuration of both handrails is as follows, and the difference between them is only the presence or absence of the restraining frame 6A.

Figure 2005054539
Figure 2005054539

〔手摺りの寸法構成〕
地上部の高さ ・・・1070mm。
支柱1,11 ・・・前後幅60mm、左右幅30mm。
笠木2,12 ・・・長さ2000mm、幅100mm、高さ30mm。
下部横桟3,13・・・長さ1800mm、幅50mm、高さ30mm。
縦桟4A,14 ・・・長さ980mm、前後幅35mm、左右幅20mm。
上下の抑え枠6A・・・嵌合部61の奥行き20mm=縦桟4Aの周長の約54.5% に密接嵌合、嵌合位置=縦桟4Aの上下端から20mm。
[Dimensions of handrails]
The height of the above-ground part ... 1070 mm.
Posts 1,11: front and rear width 60mm, left and right width 30mm.
Headboard 2,12 ... Length 2000mm, width 100mm, height 30mm.
Lower crosspieces 3, 13... 1800 mm in length, 50 mm in width, and 30 mm in height.
Vertical beam 4A, 14 ... length 980mm, front-rear width 35mm, left-right width 20mm.
Upper and lower restraining frame 6A: The fitting portion 61 has a depth of 20 mm = fitted to about 54.5% of the circumferential length of the vertical beam 4A, and the fitting position = 20 mm from the upper and lower ends of the vertical beam 4A.

図13(イ)で示すように、従来構成の手摺りでは、特に送風方向に対して手摺り面方向が垂直となる設置角度を0°として、当該設置角度が0°,15°,30°である場合に風速3〜8m/秒程度で著しく騒音レベルが大きくなっており、さほど強くない風でも共振現象によって騒音が異常に拡大し、また風速が14m/秒以上になると該設置角度が0〜45°の範囲でも騒音レベルが急上昇することが判る。これに対し、図13(ロ)で示すように、本発明構成の手摺りによる騒音は、風速に対して略比例的に大きくなるが、騒音の風速3〜8m/秒程度での異常拡大や風速14m/秒以上での急上昇がなく、低レベルに抑えられることが明らかである。   As shown in FIG. 13 (a), in the handrail of the conventional configuration, in particular, the installation angle at which the handrail surface direction is perpendicular to the blowing direction is 0 °, and the installation angles are 0 °, 15 °, and 30 °. When the wind speed is about 3 to 8 m / sec, the noise level is remarkably increased. Even in a wind that is not so strong, the noise is abnormally increased by the resonance phenomenon, and when the wind speed is 14 m / sec or more, the installation angle is 0. It can be seen that the noise level rises sharply even in the range of ˜45 °. On the other hand, as shown in FIG. 13 (b), the noise caused by the handrail of the configuration of the present invention increases substantially proportionally to the wind speed, but the abnormal increase in noise at a wind speed of about 3 to 8 m / sec. It is clear that there is no sudden rise at a wind speed of 14 m / sec or more, and that the level can be kept low.

本発明の第一実施形態に係る手摺りの正面図である。It is a front view of the handrail which concerns on 1st embodiment of this invention. 同手摺りの縦断側面図である。It is a vertical side view of the handrail. 同手摺りの横断平面図てある。It is the cross-sectional top view of the handrail. 同手摺りに用いる下部横桟の横桟本体の斜視図である。It is a perspective view of the horizontal beam main body of the lower horizontal beam used for the handrail. 本発明の第二実施形態に係る手摺りを示し、(イ)は全体の縦断側面図、(ロ)は要部の横断平面図、(ハ)は下部横桟の横桟本体の斜視図である。The handrail which concerns on 2nd embodiment of this invention is shown, (A) is the whole vertical side view, (B) is a cross-sectional top view of the principal part, (C) is a perspective view of the crosspiece main body of a lower side crosspiece is there. 本発明の第三実施形態に係る手摺りを示し、(イ)は下部の縦断側面図、(ロ)は要部の横断平面図である。The handrail which concerns on 3rd embodiment of this invention is shown, (A) is a vertical side view of a lower part, (B) is a transverse plane view of the principal part. 本発明の第四実施形態に係る手摺りにおける下部横桟の横桟本体の斜視図である。It is a perspective view of the horizontal beam main body of the lower horizontal beam in the handrail which concerns on 4th embodiment of this invention. 本発明の第五実施形態に係る手摺りを示し、(イ)は要部の横断平面図、(ロ)は下部の縦断側面図である。The handrail which concerns on 5th embodiment of this invention is shown, (A) is a cross-sectional top view of the principal part, (B) is a vertical side view of a lower part. 従来構成の手摺りの正面図である。It is a front view of the handrail of a conventional structure. 同手摺りの縦断側面図である。It is a vertical side view of the handrail. 同手摺りの横断平面図てある。It is the cross-sectional top view of the handrail. 騒音測定試験における測定部の概略を示す平面図である。It is a top view which shows the outline of the measurement part in a noise measurement test. 同騒音測定試験によるダクト面風速と自己発生騒音レベルとの相関特性を示し、(イ)は従来構成の手摺りの特性図、(ロ)は本発明の第一実施形態に係る手摺りの特性図である。The correlation characteristics between the duct surface wind speed and the self-generated noise level in the noise measurement test are shown, (A) is a characteristic diagram of a handrail of a conventional configuration, and (B) is a characteristic of the handrail according to the first embodiment of the present invention. FIG.

符号の説明Explanation of symbols

1 支柱
2 笠木
21 笠木本体
22 笠木受け
3 下部横桟
31 横桟本体
4,4A〜4C 縦桟
5 ビス
6A〜6D 抑え枠
6a 水平壁部
6b 垂直壁部
61〜63 嵌合部
7 ビス
T 手摺り
DESCRIPTION OF SYMBOLS 1 support | pillar 2 coping 21 coping main body 22 coping base 3 lower horizontal crossing 31 horizontal crossing main body 4,4A-4C vertical crossing 5 screw 6A-6D restraining frame 6a horizontal wall part 6b vertical wall part 61-63 fitting part 7 screw T hand Sliding

Claims (7)

上下の金属製の横桟間に、内側に長手方向に連続するビスホールを備えた金属中空押出型材からなる複数本の縦桟が、上下端面を横桟に突き合わせて横桟側から前記ビスホールに螺入するビスを介して所定間隔置きに連結され、
上下の横桟の少なくとも一方側に、各縦桟の端部近傍に縦桟周長の50%以上にわたって密接嵌合する複数の嵌合部を備えた抑え枠が、横桟と平行に配設されてなる手摺り。
A plurality of vertical beams made of a metal hollow extrusion mold material with a screw hole continuous in the longitudinal direction on the inside between the upper and lower metal horizontal beams, the upper and lower end surfaces are butted against the horizontal beam, and are screwed into the screw holes from the horizontal beam side. It is connected at regular intervals via screws to enter,
At least one side of the upper and lower horizontal rails is provided with a holding frame in parallel with the horizontal rails, which has a plurality of fitting portions that closely fit over 50% of the length of the vertical rail in the vicinity of the end of each vertical rail. Handrails that have been made.
前記抑え枠が、所定間隔置きに前記嵌合部を設けた水平壁部と垂直壁部とで縦断面L字形をなす請求項1記載の手摺り。   The handrail according to claim 1, wherein the holding frame has an L-shaped vertical cross section with a horizontal wall portion and a vertical wall portion provided with the fitting portions at predetermined intervals. 前記抑え枠の嵌合部が、水平壁部の側端縁に開く切欠状に形成されると共に、縦桟を水平方向に嵌入し得る形状を有してなる請求項2記載の手摺り。   The handrail according to claim 2, wherein the fitting portion of the holding frame is formed in a cutout shape that opens at a side edge of the horizontal wall portion, and has a shape that allows the vertical rail to be fitted in the horizontal direction. 前記抑え枠が横桟に一体形成されてなる請求項1〜3のいずれかに記載の手摺り。   The handrail according to any one of claims 1 to 3, wherein the holding frame is integrally formed with a horizontal rail. 前記抑え枠が横桟にビス止めされてなる請求項1〜3のいずれかに記載の手摺り。   The handrail according to any one of claims 1 to 3, wherein the holding frame is screwed to a horizontal rail. 前記抑え枠が上下2段の水平壁部と垂直壁部とで縦断面略F字形をなす請求項1〜5のいずれかに記載の手摺り。   The handrail according to any one of claims 1 to 5, wherein the holding frame has a substantially F-shaped vertical cross section with a horizontal wall portion and a vertical wall portion of two upper and lower stages. 前記抑え枠の嵌合部が、縦桟の端より10〜50mm離れた位置で当該縦桟に密接嵌合してなる請求項1〜5のいずれかに記載の手摺り。
The handrail according to any one of claims 1 to 5, wherein the fitting portion of the holding frame is closely fitted to the vertical beam at a position 10 to 50 mm away from an end of the vertical beam.
JP2003289231A 2003-08-07 2003-08-07 handrail Expired - Fee Related JP4210176B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011190630A (en) * 2010-03-16 2011-09-29 San Rail:Kk Attachment device for balustrade

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011190630A (en) * 2010-03-16 2011-09-29 San Rail:Kk Attachment device for balustrade

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