JP2000297468A - Handrail - Google Patents

Handrail

Info

Publication number
JP2000297468A
JP2000297468A JP11262899A JP11262899A JP2000297468A JP 2000297468 A JP2000297468 A JP 2000297468A JP 11262899 A JP11262899 A JP 11262899A JP 11262899 A JP11262899 A JP 11262899A JP 2000297468 A JP2000297468 A JP 2000297468A
Authority
JP
Japan
Prior art keywords
core tube
handrail
mounting hole
adhesive
column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP11262899A
Other languages
Japanese (ja)
Other versions
JP3243456B2 (en
Inventor
Moriaki Inaba
守晃 稲葉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
AREFU KK
Original Assignee
AREFU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by AREFU KK filed Critical AREFU KK
Priority to JP11262899A priority Critical patent/JP3243456B2/en
Publication of JP2000297468A publication Critical patent/JP2000297468A/en
Application granted granted Critical
Publication of JP3243456B2 publication Critical patent/JP3243456B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a handrail capable of being installed even on a mounting surface having narrow width and capable of being stably supported even in the case of a high handrail, and having excellent appearance and strength. SOLUTION: Each support 2 is composed of a support body 3 having the hollow inside, a hollow core pipe 8 in which an upper end section is inserted from the lower end face of the support body 3 to the hollow inside and a cap 9 installed so as to close the opening of a lower end face at the lover end section of the core pipe 8. The lower end section of the core pipe 8 is inserted into a mounting hole 20 formed to a mounting surface 10, and adhesives 25 are interposed between the core pipe 8 and the internal surface of the mounting hole 20 and each support 2 is fixed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、コンクリート製のベ
ランダなどの床面上に縦設される手摺りに関し、特にこ
の発明は、複数本の支柱の下端部が所定幅の設置面内に
埋設された状態で縦設される手摺りに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a handrail vertically installed on a floor, such as a veranda made of concrete, and more particularly, to the present invention, in which lower ends of a plurality of columns are embedded in an installation plane having a predetermined width. The present invention relates to a handrail that is vertically installed in a state where the handrail is held.

【0002】[0002]

【従来の技術】この種の手摺りは、図6に示すように、
各支柱52の上端に笠木54を架設し、隣り合う支柱5
2の下端部間に下桟56を設け、笠木54と下桟56と
の間に複数の立格子55を等間隔に配設して成る。ベラ
ンダの外周縁には、所定の高さの設置面60が所定の幅
(約150mm程度)に形成されており、この設置面6
0に各支柱52の下端部を埋設して手摺り51が縦設さ
れる。
2. Description of the Related Art As shown in FIG.
At the upper end of each support 52, a skirting 54 is erected, and the adjacent support 5
A lower bar 56 is provided between the lower ends of the two bars 2, and a plurality of vertical grids 55 are arranged at equal intervals between the capping bar 54 and the lower bar 56. An installation surface 60 having a predetermined height is formed at a predetermined width (about 150 mm) on the outer peripheral edge of the veranda.
The handrails 51 are installed vertically with the lower ends of the columns 52 buried at 0.

【0003】各支柱52は、図7および図8に示すよう
に、断面形状が矩形状の支柱本体53と、この支柱本体
53を設置面60上に固定する固定具58とから成る。
固定具58は、プレート58bの上面に、断面形状が長
方矩形状の芯管58aの下端が溶接されて一体化された
ものである。前記プレート58bは、一辺が100mm
程度の正方形状のものであり、四隅にねじ穴65が設け
られている。固定具58の芯管58aは、上端部が支柱
本体53の下端面より中空内部へ挿入されてねじ80で
ねじ止めされ、これにより、支柱本体53に芯管58a
が固定される。
As shown in FIGS. 7 and 8, each of the columns 52 includes a column main body 53 having a rectangular cross section and a fixing tool 58 for fixing the column main body 53 on an installation surface 60.
The fixture 58 is formed by welding the lower end of a core tube 58a having a rectangular cross section to the upper surface of the plate 58b by welding. The plate 58b has a side of 100 mm
It has a square shape of a degree, and has screw holes 65 at four corners. The upper end of the core tube 58a of the fixture 58 is inserted into the hollow interior from the lower end surface of the column main body 53, and is screwed with a screw 80, whereby the core tube 58a is attached to the column main body 53.
Is fixed.

【0004】設置面60の各支柱52が配設される位置
には、プレート58bの各ねじ穴80に対応する位置
に、アンカーボルト66がそれぞれ埋設されている。各
アンカーボルト66の上端面は設置面60より突出し、
プレート58bの各ねじ穴65にアンカーボルト66の
突出部を挿通させ、かつ、ナット64を締め付けること
により設置面60にプレート58bが固定される。
[0004] Anchor bolts 66 are buried at positions corresponding to the screw holes 80 of the plate 58b at positions where the respective columns 52 are disposed on the installation surface 60. The upper end surface of each anchor bolt 66 protrudes from the installation surface 60,
The plate 58b is fixed to the installation surface 60 by inserting the protrusion of the anchor bolt 66 into each screw hole 65 of the plate 58b and tightening the nut 64.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記し
た支柱52の固定構造では、設置面60の幅が狭い場合
には、アンカーボルト66と設置面60の端縁との距離
が短くなるため、手摺り51に無理な力がかかると、設
置面60のコンクリートが割れるおそれがある。また、
背の高い手摺りを設置する場合、支柱52の支持強度を
高めるために、固定具58のプレート58bを大きくす
る必要があり、これでは、プレート58bが大きく目立
って見映えが著しく悪いものとなる。
However, in the above-described fixing structure of the support column 52, when the width of the installation surface 60 is narrow, the distance between the anchor bolt 66 and the edge of the installation surface 60 becomes short. If an excessive force is applied to the slide 51, the concrete on the installation surface 60 may be broken. Also,
When installing a tall handrail, it is necessary to increase the size of the plate 58b of the fixture 58 in order to increase the support strength of the support column 52. In this case, the plate 58b is large and conspicuous, and the appearance is extremely poor. .

【0006】上記した手摺りの問題点を解消するものと
して、アンカーボルト66やプレート58bを用いない
固定構造の手摺りも提案されている。図9および図10
に示すものは、上記のアンカーボルト66およびプレー
ト58bに代えて、頭部のないボルト58bと接着剤7
5とを用いたもので、支柱本体53内に嵌入された芯管
58aの下端面から中空内部へボルト58bの上端部を
挿入して、芯管58aの内壁と溶接固定してある。
As a solution to the above-mentioned problem of the handrail, a handrail having a fixed structure without using the anchor bolt 66 or the plate 58b has been proposed. 9 and 10
In FIG. 7, the headless bolt 58b and the adhesive 7 are used instead of the anchor bolt 66 and the plate 58b.
5, the upper end of the bolt 58b is inserted into the hollow from the lower end surface of the core tube 58a fitted into the support body 53, and is fixed to the inner wall of the core tube 58a by welding.

【0007】設置面60の各支柱52が配設される位置
には、前記ボルト58bの外径よりやや大きい径の取付
穴70が開設してあり、その取付穴70にエポキシ系の
接着剤75を流し込んだ後にボルト58bの下端部を挿
入し、接着剤75を硬化させている。なお、図中、71
は、設置面60と支柱本体53の下端との隙間より雨水
が進入するのを防止するソケットである。
A mounting hole 70 having a diameter slightly larger than the outer diameter of the bolt 58b is formed in the mounting surface 60 at a position where each support 52 is provided. The mounting hole 70 has an epoxy adhesive 75 in the mounting hole 70. , The lower end of the bolt 58b is inserted, and the adhesive 75 is cured. In the figure, 71
Is a socket for preventing rainwater from entering through a gap between the installation surface 60 and the lower end of the column body 53.

【0008】上記した固定構造によれば、コンクリート
の割れや見映えの問題は解消されるが、芯管58aの内
壁に接する小さな外径のボルト58bで支柱52を支え
るため、支持強度が十分でなく、特に、背の高い手摺り
の固定に適用できないという問題がある。
According to the above-mentioned fixing structure, the problem of cracking and appearance of concrete is solved, but the supporting column 52 is supported by the small outer diameter bolt 58b in contact with the inner wall of the core tube 58a, so that the supporting strength is sufficient. In particular, there is a problem that it cannot be applied to fixing a tall handrail.

【0009】この発明は、上記問題に着目してなされた
もので、幅が狭い設置面であっても設置でき、また、背
の高い手摺りであっても安定して支持できる見映えが良
好かつ強度に優れた手摺りを提供することを目的とす
る。
The present invention has been made in view of the above problems, and can be installed even on a narrow installation surface, and has a good appearance that can be stably supported even with a tall handrail. Another object of the present invention is to provide a handrail having excellent strength.

【0010】[0010]

【課題を解決するための手段】請求項1の発明は、所定
の幅を有する設置面上に、複数本の支柱の下端部が設置
面内に埋設された状態で縦設される手摺りにおいて、前
記の各支柱は、内部が中空の支柱本体と、支柱本体の下
端面より中空内部へ上端部が嵌入される中空の芯管と、
芯管の下端部に下端面の開口を塞ぐように装着されるキ
ャップとから成るもので、前記設置面に開設された取付
穴へ前記芯管の下端部を挿入し、取付穴の内面との間に
接着剤を介在させて、各支柱が固定される。
According to a first aspect of the present invention, there is provided a handrail vertically installed on a mounting surface having a predetermined width with lower ends of a plurality of columns buried in the mounting surface. Each of the above-mentioned posts has a hollow pillar main body, and a hollow core tube whose upper end is fitted into the hollow interior from the lower end surface of the pillar main body,
And a cap attached to the lower end of the core tube so as to close the opening of the lower end surface.The lower end of the core tube is inserted into the mounting hole opened on the installation surface, and the inner surface of the mounting hole is Each column is fixed with an adhesive interposed therebetween.

【0011】請求項2の発明では、前記芯管は、長さ方
向に対して垂直な断面形状が矩形状に形成されている。
According to the second aspect of the present invention, the core tube has a rectangular cross section perpendicular to the length direction.

【0012】請求項3の発明では、前記芯管の下端部の
外周面には、接着剤が導入される環状溝が形成されてい
る。
According to the third aspect of the present invention, an annular groove into which an adhesive is introduced is formed on an outer peripheral surface of a lower end portion of the core tube.

【0013】請求項4の発明では、前記芯管の下端部の
外周面には、リブが長さ方向に一体形成されている。
According to the fourth aspect of the present invention, a rib is formed integrally with the outer peripheral surface of the lower end portion of the core tube in the longitudinal direction.

【0014】[0014]

【作用】この発明の手摺りでは、支柱本体が芯管により
支持され、芯管の下端面が設置面の取付穴内で接着剤に
より固定された状態で支持される。
In the handrail according to the present invention, the support column main body is supported by the core tube, and the lower end surface of the core tube is supported in a mounting hole of the installation surface by being fixed with an adhesive.

【0015】請求項2の手摺りでは、芯管の長さ方向に
対して垂直な断面形状が矩形状に形成されているので、
芯管の長さ方向に対して垂直な方向の荷重が芯管に作用
しても、断面形状が円形状のものに比較して、芯管はそ
の荷重に十分に耐え得る。
In the handrail according to the second aspect, the cross section perpendicular to the longitudinal direction of the core tube is formed in a rectangular shape.
Even if a load in the direction perpendicular to the length direction of the core tube acts on the core tube, the core tube can sufficiently withstand the load as compared with a core tube having a circular cross section.

【0016】請求項3の手摺りでは、接着剤が芯管の外
周面に形成された環状溝に入り込むので、硬化した接着
剤が芯管の取付穴からの抜けを防止する。
In the handrail according to the third aspect, the adhesive enters the annular groove formed on the outer peripheral surface of the core tube, so that the cured adhesive is prevented from falling out of the mounting hole of the core tube.

【0017】請求項4の手摺りでは、芯管の下端部の外
周面にリブが長さ方向に一体形成されているので、芯管
の長さ方向に対して垂直な方向の荷重が芯管に作用して
も、リブの存在で設置面のコンクリートに加わる荷重が
分散するので、コンクリートの割れが防止され、荷重に
十分に耐え得る。
In the handrail according to the fourth aspect, since the rib is integrally formed on the outer peripheral surface of the lower end portion of the core tube in the length direction, a load in a direction perpendicular to the length direction of the core tube is applied. , The load applied to the concrete on the installation surface is dispersed due to the presence of the ribs, so that the concrete is prevented from cracking and can sufficiently withstand the load.

【0018】[0018]

【実施例】図1は、この発明の一実施例である手摺り1
の外観を示す。図示例の手摺り1は、ベランダの設置面
10上に等間隔に縦設された複数の支柱2と、各支柱2
の上端に一連に架設される笠木4と、隣り合う支柱2の
下端部間に笠木4と平行に設けられる下桟6と、笠木4
と下桟6との間に等間隔に配設される複数の立格子5と
で構成される。前記設置面10は、ベランダの上面の外
周縁を150mm程度の幅Dで所定の高さHに盛り上げ
て形成されたもので、水はけを考慮して内側に低い傾斜
が設けてある。
FIG. 1 shows a handrail 1 according to an embodiment of the present invention.
The appearance of is shown. The handrail 1 in the illustrated example includes a plurality of pillars 2 vertically installed at equal intervals on a veranda installation surface 10, and each pillar 2.
And a lower beam 6 provided between the lower ends of the adjacent columns 2 in parallel with the lower frame 4, and a lower frame 4
And a plurality of standing lattices 5 arranged at equal intervals between the lower beam 6. The installation surface 10 is formed by raising the outer peripheral edge of the upper surface of the veranda to a predetermined height H with a width D of about 150 mm, and has a low slope inside in consideration of drainage.

【0019】各支柱2は、図2および図3に示すよう
に、支柱本体3と、ステンレスパイプより成る芯管8と
で構成される。支柱本体3は、長さ方向に対して垂直な
断面形状が正方矩形状の中空体であり、アルミニウム材
を引き抜き加工して形成される。支柱本体3の四個の各
内壁面には、全長にわたる突条30がそれぞれ2本ずつ
形成されている。対向する内壁面の2本の突条30は互
いに向き合い、芯管8を支柱本体3の中空内部に挿入し
たとき、各突条30が四方より芯管8の外周面に当接し
て芯管8を支持する。なお、支柱本体3の内壁面に形成
される突条30は、芯管8の形状や寸法に応じて、個数
や突出幅が適宜設定される。
As shown in FIGS. 2 and 3, each of the columns 2 includes a column main body 3 and a core tube 8 made of a stainless steel pipe. The column body 3 is a hollow body having a square rectangular cross section perpendicular to the length direction, and is formed by drawing out an aluminum material. On each of the four inner wall surfaces of the support body 3, two ridges 30 are formed over the entire length. The two ridges 30 on the inner wall surface facing each other face each other, and when the core tube 8 is inserted into the hollow interior of the column body 3, each ridge 30 comes into contact with the outer peripheral surface of the core tube 8 from all sides, and I support. The number and the width of the protrusions 30 formed on the inner wall surface of the column body 3 are appropriately set according to the shape and size of the core tube 8.

【0020】また、支柱本体3の内面の4隅には、ビス
止め孔31を有する突状部32が支柱本体3の全長にわ
たって形成されており、各ビス止め孔31に対し、支柱
本体3の上端面に笠木4を固定するための4本のビスが
支柱本体3の上端開口よりねじ込まれる。
At the four corners of the inner surface of the column body 3, projecting portions 32 having screw holes 31 are formed over the entire length of the column body 3. Four screws for fixing the cap 4 to the upper end face are screwed into the upper end opening of the support body 3.

【0021】前記の各芯管8は、円筒状であり、下端部
の外周面には複数の環状溝23が形成されている。各芯
管8の下端面には後述する接着剤が内部に流入するのを
防ぐためのキャップ9が設けられる。キャップ9はプラ
スチック製であり、芯管8の内径に合う直径の嵌入部9
aと、芯管8の外径と同じ外径の台座部9bとが一体形
成されて成るもので、前記嵌入部9aを芯管8の中空内
へ嵌入することにより、芯管8の下端面の開口を塞いで
いる。
Each core tube 8 has a cylindrical shape, and a plurality of annular grooves 23 are formed on the outer peripheral surface at the lower end. A cap 9 is provided on the lower end surface of each core tube 8 to prevent an adhesive described later from flowing into the inside. The cap 9 is made of plastic and has a fitting portion 9 having a diameter matching the inner diameter of the core tube 8.
a and a pedestal portion 9 b having the same outer diameter as the outer diameter of the core tube 8. The lower end surface of the core tube 8 is formed by fitting the fitting portion 9 a into the hollow of the core tube 8. Is closing the opening.

【0022】芯管8の上端部を支柱本体3の下端面より
中空内部へ挿入して、ねじ30でねじ止めすることによ
り、支柱本体3と芯管8とが一体化される。
The upper end of the core tube 8 is inserted into the hollow interior from the lower end surface of the column main body 3 and screwed with a screw 30 to integrate the column main body 3 with the core tube 8.

【0023】ベランダの設置面10には、各支柱2の縦
設位置に、芯管8の外径より大きい内径の取付穴20が
設けてある。各取付穴20は、芯管8の支柱本体3から
の突出長さに相当する深さに形成されており、各取付穴
20内へエポキシ系の接着剤25を適量流し込んだ後に
芯管8を取付穴20の底部近くまで挿入する。芯管8の
下端面の開口がキャップ9で塞がれているので、接着剤
25は取付穴20と芯管8との隙間に入り込んで取付穴
20の開口部まで達する。接着剤25が硬化すると、芯
管8は設置面10の取付穴20に強固に固定される。接
着剤25は、芯管8の外周面に形成された前記環状溝2
3に導入されるので、硬化した接着剤25が芯管8の取
付穴20からの抜けを阻止するよう機能する。
On the installation surface 10 of the veranda, a mounting hole 20 having an inner diameter larger than the outer diameter of the core tube 8 is provided in the vertical position of each column 2. Each of the mounting holes 20 is formed at a depth corresponding to the length of the core tube 8 protruding from the column main body 3. After flowing an appropriate amount of an epoxy-based adhesive 25 into each of the mounting holes 20, the core tube 8 is removed. Insert it near the bottom of the mounting hole 20. Since the opening at the lower end surface of the core tube 8 is closed by the cap 9, the adhesive 25 enters the gap between the mounting hole 20 and the core tube 8 and reaches the opening of the mounting hole 20. When the adhesive 25 hardens, the core tube 8 is firmly fixed to the mounting hole 20 of the installation surface 10. The adhesive 25 is applied to the annular groove 2 formed on the outer peripheral surface of the core tube 8.
3, the cured adhesive 25 functions to prevent the core tube 8 from coming out of the mounting hole 20.

【0024】支柱本体3の下端と、設置面10の上面と
の間には隙間ができるため、この隙間を塞ぐためのソケ
ット21が支柱本体3の下端部に設けられる。このソケ
ット21の上面開口縁27aが支柱本体3の外周面に沿
って密接し、下面開口縁27bが設置面10に密接する
ことにより、前記隙間が塞がれ、これにより、雨水の進
入による芯管8の腐食が防止される。
Since a gap is formed between the lower end of the column body 3 and the upper surface of the installation surface 10, a socket 21 for closing the gap is provided at the lower end of the column body 3. The upper opening edge 27a of the socket 21 is in close contact with the outer peripheral surface of the column body 3, and the lower opening edge 27b is in close contact with the installation surface 10, so that the gap is closed. Corrosion of the tube 8 is prevented.

【0025】図4および図5は、この発明の他の実施例
である手摺り1を示す。この手摺りの支柱本体3は、長
さ方向に対して垂直な断面形状が長方矩形状であり、対
向する一方の壁面3a,3cの幅d1が対向する他方の
壁面3b,3dの幅d2より大きい。この支柱本体3の
大きな幅d1の各壁面3a,3cの内面には、ビス止め
孔31を有する突状部32が全長にわたってそれぞれ2
本ずつ対向位置に一体形成されている。対向する各突状
部32,32は互いに向き合い、芯管8を支柱本体3の
中空内部に挿入したとき、各突状部32が芯管8の外周
面に当接して芯管8を四方より支持する。
FIGS. 4 and 5 show a handrail 1 according to another embodiment of the present invention. The column body 3 of the handrail has a rectangular cross section perpendicular to the length direction, and the width d1 of one of the opposed wall surfaces 3a and 3c is the width d2 of the other opposed wall surfaces 3b and 3d. Greater than. On the inner surfaces of the wall surfaces 3a and 3c having a large width d1 of the support body 3, projecting portions 32 having screw holes 31 are provided over the entire length.
The books are integrally formed at the facing position. The opposing projecting portions 32 face each other, and when the core tube 8 is inserted into the hollow interior of the column body 3, each projecting portion 32 comes into contact with the outer peripheral surface of the core tube 8 and the core tube 8 is To support.

【0026】芯管8も、長さ方向に対して垂直な断面形
状が長方矩形状に形成される。対向する一方の壁面8
a,8cの幅t1は対向する他方の側面8b,8dの幅
t2より大きく、この大きな幅t1の各壁面8a,8c
の外面に前記支柱本体3の各突状部32が突き当たる。
The core tube 8 also has a rectangular cross section perpendicular to the length direction. One opposing wall surface 8
The width t1 of each of the side walls 8a and 8c is larger than the width t2 of the other opposite side surface 8b and 8d.
Each of the protruding portions 32 of the column body 3 abuts on the outer surface of the column.

【0027】前記芯管8は、下端部が支柱本体3の下端
より突出し、大きな幅t1の各壁面8a,8cの外周面
には、一対のリブ33が長さ方向に一体形成されてい
る。このリブ33は、芯管8の長さ方向に対して垂直な
方向の荷重が芯管8に作用したときに、設置面10のコ
ンクリートに加わる荷重を分散して、コンクリートの割
れを防止するよう機能する。なお、芯管8の下端部の外
周面に、前記した第1実施例のような複数の環状溝23
を形成してもよい。各芯管8の下端面には接着剤が内部
に流入するのを防ぐためのプラスチック製のキャップ9
が設けられ、このキャップ9により芯管8の下端面の開
口を塞いでいる。
The core tube 8 has a lower end protruding from the lower end of the column body 3, and a pair of ribs 33 formed integrally on the outer peripheral surfaces of the wall surfaces 8a and 8c having a large width t1. The ribs 33 disperse the load applied to the concrete on the installation surface 10 when a load in a direction perpendicular to the length direction of the core pipe 8 acts on the core pipe 8 so as to prevent cracking of the concrete. Function. The outer circumferential surface of the lower end of the core tube 8 has a plurality of annular grooves 23 as in the first embodiment.
May be formed. A plastic cap 9 for preventing the adhesive from flowing into the inside is provided at the lower end surface of each core tube 8.
The cap 9 closes the opening at the lower end surface of the core tube 8.

【0028】芯管8の上端部は支柱本体3の下端面より
中空内部へ挿入され、ねじ30により支柱本体3と芯管
8とが一体化される。芯管8の下端部は、ベランダの設
置面10に開設されかつエポキシ系の接着剤25が充填
された取付穴20の底部近くまで挿入される。この場
合、芯管8は、大きな幅t1の各壁面8a,8cが設置
面10の幅Dの方向に沿うように取付穴20に挿入され
るもので、前記リブ33は設置面10の幅Dの方向に対
して垂直な方向を向く。
The upper end of the core tube 8 is inserted into the hollow inside from the lower end surface of the column main body 3, and the column main body 3 and the core tube 8 are integrated by screws 30. The lower end of the core tube 8 is inserted into the installation surface 10 of the veranda and is near the bottom of the mounting hole 20 filled with the epoxy adhesive 25. In this case, the core tube 8 is inserted into the mounting hole 20 so that the wall surfaces 8a and 8c having the large width t1 are along the direction of the width D of the installation surface 10, and the rib 33 is provided with the width D of the installation surface 10. In a direction perpendicular to the direction of.

【0029】芯管8の下端面の開口はキャップ9で塞が
れており、接着剤25は取付穴20と芯管8との隙間に
入り込んで取付穴20の開口部まで達する。接着剤25
が硬化すると、芯管8は設置面10の取付穴20に強固
に固定される。芯管8の外周面にはリブ33が突設され
ているので、芯管8の接着剤25との接触面積が大きく
なり、硬化した接着剤25が芯管8の取付穴20からの
抜けを阻止する。
The opening at the lower end surface of the core tube 8 is closed by the cap 9, and the adhesive 25 enters the gap between the mounting hole 20 and the core tube 8 and reaches the opening of the mounting hole 20. Adhesive 25
When is cured, the core tube 8 is firmly fixed to the mounting hole 20 of the installation surface 10. Since the ribs 33 protrude from the outer peripheral surface of the core tube 8, the contact area of the core tube 8 with the adhesive 25 increases, and the cured adhesive 25 comes out of the mounting hole 20 of the core tube 8. Block.

【0030】支柱本体3の下端部には、支柱本体3の下
端と設置面10の上面との間の隙間を塞ぐためのソケッ
ト21が設けられ、これに前記隙間が塞がれ、雨水の進
入による芯管8の腐食が防止される。
A socket 21 for closing a gap between the lower end of the pillar body 3 and the upper surface of the installation surface 10 is provided at the lower end of the pillar body 3, and the gap is closed by this so that rainwater can enter. Corrosion of the core tube 8 due to this is prevented.

【0031】上記した手摺り1において、各支柱2の支
柱本体3が芯管8により支持され、芯管8は下端部が設
置面10の取付穴20内で接着剤25により固定される
ので、各支柱2は強固かつ安定して設置面10上に支持
される。
In the handrail 1 described above, the column main body 3 of each column 2 is supported by the core tube 8, and the lower end of the core tube 8 is fixed by the adhesive 25 in the mounting hole 20 of the installation surface 10. Each column 2 is firmly and stably supported on the installation surface 10.

【0032】[0032]

【発明の効果】この発明は上記の如く、支柱本体の下端
面より中空内部へ、下端面の開口がキャップで塞がれた
芯管の上端部を嵌入し、この芯管の下端部を設置面の取
付穴へ挿入して、取付穴の内面との間に接着剤を介在さ
せて、各支柱を固定するようにしたから、幅が狭い設置
面であっても、支柱を縦設でき、また、背の高い手摺り
であっても安定して支持できる。また、従来例のよう
に、支柱の固定にアンカーボルトやプレートを用いない
から、アンカーボルトによるコンクリートの割れやプレ
ートの露出による見映えの低下を招くことがない。
As described above, according to the present invention, the upper end of the core pipe whose opening at the lower end face is closed by the cap is fitted into the hollow interior from the lower end face of the column main body, and the lower end of this core pipe is installed. Inserted into the mounting hole of the surface, the adhesive is interposed between the inner surface of the mounting hole, and each column is fixed, so even on a narrow installation surface, the column can be installed vertically, Further, even a tall handrail can be stably supported. Further, unlike the conventional example, since anchor bolts and plates are not used for fixing the columns, cracks in concrete due to the anchor bolts and deterioration in appearance due to exposure of the plate are not caused.

【0033】請求項2の発明によれば、芯管は長さ方向
に対して垂直な断面形状を矩形状に形成したから、芯管
の長さ方向に対して垂直な方向の耐荷重性を増すことが
できる。
According to the second aspect of the present invention, since the core tube has a rectangular cross section perpendicular to the length direction, the load resistance in the direction perpendicular to the length direction of the core tube is improved. Can increase.

【0034】請求項3の発明によれば、各芯管の下端部
の外周面に環状溝を設けて、この環状溝に接着剤を導入
するようにしたから、硬化した接着剤によって取付穴か
ら芯管の抜けを防止できる。
According to the third aspect of the present invention, an annular groove is provided on the outer peripheral surface of the lower end of each core tube, and the adhesive is introduced into the annular groove. The core tube can be prevented from coming off.

【0035】請求項4の発明によれば、芯管の下端部の
外周面にリブを長さ方向に一体形成したから、芯管の長
さ方向に対して垂直な方向の荷重が芯管に作用しても、
リブの存在で設置面のコンクリートに加わる荷重が分散
され、芯管の長さ方向に対して垂直な方向の耐荷重性を
増すことができる。また、リブにより芯管と接着剤との
接触面積が増すので、硬化した接着剤によって取付穴か
ら芯管の抜けを防止できるという効果もある。
According to the fourth aspect of the present invention, since the rib is integrally formed on the outer peripheral surface of the lower end portion of the core tube in the length direction, a load perpendicular to the length direction of the core tube is applied to the core tube. Even if it works,
Due to the presence of the ribs, the load applied to the concrete on the installation surface is dispersed, and the load resistance in the direction perpendicular to the length direction of the core pipe can be increased. In addition, since the contact area between the core tube and the adhesive is increased by the rib, there is also an effect that the core tube can be prevented from coming off from the mounting hole by the cured adhesive.

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

【図1】この発明の第1実施例である手摺りの外観を示
す斜視図である。
FIG. 1 is a perspective view showing the appearance of a handrail according to a first embodiment of the present invention.

【図2】手摺りの固定構造を示す一部を破断した側面図
である。
FIG. 2 is a partially cutaway side view showing a handrail fixing structure.

【図3】図2のA−A線に沿う断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】第2実施例の固定構造を示す一部を破断した側
面図である。
FIG. 4 is a partially cutaway side view showing a fixing structure according to a second embodiment.

【図5】図4のD−D線に沿う断面図である。FIG. 5 is a sectional view taken along the line DD of FIG. 4;

【図6】従来の手摺りの外観を示す正面図である。FIG. 6 is a front view showing the appearance of a conventional handrail.

【図7】図6の手摺りの固定構造を示す一部を破断した
側面図である。
FIG. 7 is a partially cutaway side view showing the handrail fixing structure of FIG. 6;

【図8】図7のB−B線に沿う断面図である。FIG. 8 is a sectional view taken along line BB of FIG. 7;

【図9】手摺りの他の従来例の固定構造を示す一部を破
断した側面図である。
FIG. 9 is a partially cutaway side view showing another conventional fixing structure of a handrail.

【図10】図9のC−C線に沿う断面図である。FIG. 10 is a sectional view taken along line CC of FIG. 9;

【符号の説明】[Explanation of symbols]

1 手摺り 2 支柱 3 支柱本体 8 芯管 9 キャップ 10 設置面 20 取付穴 23 環状溝 25 接着剤 33 リブ DESCRIPTION OF SYMBOLS 1 Handrail 2 Prop 3 Prop main body 8 Core tube 9 Cap 10 Installation surface 20 Mounting hole 23 Annular groove 25 Adhesive 33 Rib

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 所定の幅を有する設置面上に、複数本の
支柱の下端部が設置面内に埋設された状態で縦設される
手摺りにおいて、 前記の各支柱は、内部が中空の支柱本体と、支柱本体の
下端面より中空内部へ上端部が嵌入される中空の芯管
と、芯管の下端部に下端面の開口を塞ぐように装着され
るキャップとから成り、 前記設置面に開設された取付穴へ前記芯管の下端部を挿
入し、取付穴の内面との間に接着剤を介在させて、各支
柱が固定されて成る手摺り。
1. A handrail vertically installed on a mounting surface having a predetermined width with lower ends of a plurality of pillars embedded in the mounting surface, wherein each of the pillars has a hollow inside. A support body, a hollow core tube having an upper end fitted into the hollow interior from a lower end surface of the support body, and a cap attached to a lower end of the core tube so as to close an opening of the lower end surface; A handrail in which the lower end of the core tube is inserted into the mounting hole formed in the above, and each of the columns is fixed with an adhesive interposed between the lower end and the inner surface of the mounting hole.
【請求項2】 前記芯管は、長さ方向に対して垂直な断
面形状が矩形状に形成されている請求項1に記載された
手摺り。
2. The handrail according to claim 1, wherein the core tube has a rectangular cross section perpendicular to the length direction.
【請求項3】 前記芯管の下端部の外周面には、接着剤
が導入される環状溝が形成されている請求項1または2
に記載された手摺り。
3. An annular groove into which an adhesive is introduced is formed on an outer peripheral surface of a lower end portion of the core tube.
Handrail described in.
【請求項4】 前記芯管の下端部の外周面には、リブが
長さ方向に一体形成されている請求項1または2に記載
された手摺り。
4. The handrail according to claim 1, wherein a rib is integrally formed on an outer peripheral surface of a lower end portion of the core tube in a length direction.
JP11262899A 1999-02-10 1999-04-20 handrail Expired - Fee Related JP3243456B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11262899A JP3243456B2 (en) 1999-02-10 1999-04-20 handrail

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP11-32132 1999-02-10
JP3213299 1999-02-10
JP11262899A JP3243456B2 (en) 1999-02-10 1999-04-20 handrail

Publications (2)

Publication Number Publication Date
JP2000297468A true JP2000297468A (en) 2000-10-24
JP3243456B2 JP3243456B2 (en) 2002-01-07

Family

ID=26370655

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11262899A Expired - Fee Related JP3243456B2 (en) 1999-02-10 1999-04-20 handrail

Country Status (1)

Country Link
JP (1) JP3243456B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012219463A (en) * 2011-04-05 2012-11-12 Vinyframe Industries Co Ltd Balustrade and method of constructing balustrade
JP2019060110A (en) * 2017-09-26 2019-04-18 安田株式会社 Mounting structure of handrail post and method for mounting the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012219463A (en) * 2011-04-05 2012-11-12 Vinyframe Industries Co Ltd Balustrade and method of constructing balustrade
JP2019060110A (en) * 2017-09-26 2019-04-18 安田株式会社 Mounting structure of handrail post and method for mounting the same

Also Published As

Publication number Publication date
JP3243456B2 (en) 2002-01-07

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