JPH1181606A - Handrail prop erecting bracket and handrail prop erecting device using the same - Google Patents

Handrail prop erecting bracket and handrail prop erecting device using the same

Info

Publication number
JPH1181606A
JPH1181606A JP25421297A JP25421297A JPH1181606A JP H1181606 A JPH1181606 A JP H1181606A JP 25421297 A JP25421297 A JP 25421297A JP 25421297 A JP25421297 A JP 25421297A JP H1181606 A JPH1181606 A JP H1181606A
Authority
JP
Japan
Prior art keywords
base
upright
opposing
angle adjusting
bracket
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
JP25421297A
Other languages
Japanese (ja)
Other versions
JP3025664B2 (en
Inventor
Toshimaro Nakatani
寿麿 中谷
Original Assignee
Swan Shoji Co Ltd
スワン商事株式会社
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 Swan Shoji Co Ltd, スワン商事株式会社 filed Critical Swan Shoji Co Ltd
Priority to JP25421297A priority Critical patent/JP3025664B2/en
Publication of JPH1181606A publication Critical patent/JPH1181606A/en
Application granted granted Critical
Publication of JP3025664B2 publication Critical patent/JP3025664B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a handrail in a upright position by adjusting the angle correspondingly to the state of a concrete frame. SOLUTION: A prop angle adjusting member 9 is fitted between opposed erection walls 5 of a base member 1 in rotatable manner and, by covering the sides of the member 9 with a pair of side plate members 14 and integrally fixing the base member 1 and the prop angle adjusting member 9 together by tightening opposed tightening walls 16 provided on the side plate members 14 together by a bolt, the erection angle of the handrail prop 23 inserted into the lower end of the prop angle adjusting member 9 is made adjustable and the uprightness can be ensured.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明はコンクリート躯体に
手摺を設置するに際して好適に用いられる,手摺支柱立
設用ブラケット及びこれを用いた手摺支柱立設装置に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bracket for erecting a handrail support, which is preferably used when installing a handrail on a concrete frame, and a handrail support erecting apparatus using the same.

【0002】[0002]

【従来の技術】この種ブラケットは,一般に底基板上に
上向きの開口を画するとともに対向する一対の壁面をス
リットを介して両側面の隔壁と区分することによって締
着壁とした囲繞壁を有するアルミ鋳物による一体にして
コンクリート躯体載置固定用のブラケット本体と,上記
締着壁を締着する貫通締着部材とを備えたものとされ,
上記締着壁をコンクリート躯体の長手方向に向けて,ブ
ラケット本体をコンクリート躯体に載置固定し,上記上
向きの開口に端部を受入れることによってブラケット本
体に立設した手摺支柱を上記貫通締着部材によってこれ
に一体的に固定するように用いるものとされ,またこの
とき上記ブラケット本体に対する手摺支柱端部の受入れ
は,これを上下方向高さ調整自在に行うようにしたもの
も用いられることがある。
2. Description of the Related Art A bracket of this type generally has an enclosing wall which defines an upward opening on a bottom substrate and separates a pair of opposing wall surfaces from partition walls on both sides through slits. It is provided with a bracket main body for mounting and fixing the concrete frame integrally formed of aluminum casting, and a through-fastening member for fastening the fastening wall.
The bracket body is placed and fixed on the concrete body with the fastening wall facing in the longitudinal direction of the concrete body, and an end portion is received in the upward opening, so that the handrail support standing upright on the bracket body can be used as the through fastening member. In this case, the end of the handrail support is received by the bracket main body so that the height of the handrail support can be adjusted freely in some cases. .

【0003】[0003]

【発明が解決しようとする課題】しかし乍らこの場合ブ
ラケット本体の囲繞壁は,手摺支柱の外形に合わせて上
向きの開口を形成する,底基板に一体に起立したものと
されるから,手摺支柱の立設は開口の向きによってその
方向が定まり,従ってコンクリート躯体の上面に対して
ブラケット本体を水平に載置固定し得れば,手摺支柱
は,これを直立し得るが,コンクリート躯体の上面は,
前後方向に水切用に傾斜面をなすものとされる上,手摺
を設置するコンクリート躯体は,現場施工によってコン
クリートを打設して形成するのが一般であるから,コン
クリート躯体の長手方向に上記傾斜面の勾配のばらつき
が大きく,更にまた手摺を改装する場合の既設のコンク
リート躯体は経年変化によってその傾向が大きくなって
いることも多いため,これにブラケット本体を載置固定
すると,これらコンクリート躯体の状況,特に勾配のば
らつきに対応することができず,その上向きの開口の向
きが,勾配に応じてコンクリート躯体の前後方向に区々
となって,結局手摺支柱の直立を確保することが困難に
なることが多く,手摺支柱の直立を確保するために,コ
ンクリート躯体にモルタルを塗る等して,これを補修し
たりする必要が生じる。
However, in this case, the surrounding wall of the bracket main body is formed integrally with the bottom substrate and has an upward opening corresponding to the outer shape of the handrail support. The direction of the opening is determined by the direction of the opening. Therefore, if the bracket body can be placed and fixed horizontally on the upper surface of the concrete structure, the handrail support can erect it, but the upper surface of the concrete structure ,
It is assumed that a slope is used for draining in the front-rear direction, and the concrete body on which the handrail is installed is generally formed by casting concrete by site construction. When the handrails are retrofitted, the existing concrete skeleton tends to increase due to aging. In many cases, the tendency is to increase due to aging. It is not possible to cope with the situation, especially the variation of the gradient, and the direction of the upward opening is divided in the longitudinal direction of the concrete frame according to the gradient, and it is difficult to secure the upright of the handrail support after all. In order to secure the upright of the handrail support, it is necessary to repair the concrete skeleton by painting it with mortar, etc. That.

【0004】本発明はかかる事情に鑑みてなされたもの
で,その解決課題とする処は,コンクリート躯体の補修
等を行うことなく,その状況に対応して,手摺支柱を簡
易且つ確実に直立し得るようにするとともに,手摺支柱
の直立の立設を強固且つ長期に亘って安定したものとす
ることによって,手摺に必要とされる高度な耐水平荷重
性を充分に確保し得るようにした手摺支柱立設用ブラケ
ットを提供するにあり,更にこれを用いた手摺支柱立設
装置を提供するにある。
The present invention has been made in view of such circumstances, and a solution to the problem is to simply and surely erect a handrail support in accordance with the situation without repairing a concrete frame or the like. In addition to the handrails, the handrails have a strong upright standing and are stable for a long period of time, so that a high level of horizontal load resistance required for the handrails can be sufficiently secured. Another object of the present invention is to provide a bracket for erecting a support, and further to provide an apparatus for erecting a handrail support using the bracket.

【0005】[0005]

【課題を解決するための手段】上記課題に添って,本発
明は,請求項1に記載の発明を,コンクリート躯体載置
固定用にして対向面を湾曲形成した対向起立壁を有する
べース部材と,支柱端部受入用にして外側面を上記対向
起立壁の対向面に合わせて湾曲形成した対向壁を有して
上記べース部材の対向起立壁間に回動自在に嵌挿配設し
た支柱角度調整部材と,上記べース部材の側端に対向配
設し対向面から対向方向に突出形成することによって上
記べース部材の対向起立壁にその外側においてそれぞれ
対接自在にして一方の対向締着壁を有する一対の側板部
材と,該一対の側板部材の対向する対向締着壁を締着す
ることにより上記各部材を一体的に固定する貫通締着部
材とを備えてなることを特徴とする手摺支柱立設用ブラ
ケットとし,請求項2に記載の発明を,上記べース部材
における対向起立壁の湾曲形成した対向面と支柱角度調
整部材の同じく湾曲形成した外側面間に,支柱角度調整
部材の回動を歯合によって防止する歯合手段を設け,こ
れら対向面と外側面の全部又は一部を歯合湾曲面として
なることを特徴とする請求項1に記載の手摺支柱立設用
ブラケットとし,請求項3に記載の発明を,上記貫通締
着部材の締着用に,上記べース部材の対向起立壁におい
て丸孔とし,上記支柱角度調整部材の対向壁において上
下方向の長孔とする貫通透孔を配置してなることを特徴
とする請求項1又は2に記載の手摺支柱立設用ブラケッ
トとし,請求項4に記載の発明を,上記べース部材に対
して上下端を弾発的に引掛係止することによって装着
し,一対の側板部材間の前後端を閉塞してその対向締着
壁を締着する貫通締着部材の露出を防止する一対のカバ
ー部材を追加的に備えてなることを特徴とする請求項
1,2又は3に記載の手摺支柱立設用ブラケットとし,
請求項5に記載の発明を,上記べース部材の対向起立壁
をコンクリート躯体長手方向に向けて該べース部材をコ
ンクリート躯体に載置固定することにより,支柱角度調
整部材をコンクリート躯体前後方向に回動自在とし,該
支柱角度調整部材に端部を受入れることによってこれに
立設した手摺支柱をコンクリート躯体前後方向の傾斜を
吸収して直立させるように,上記ブラケットをコンクリ
ート躯体の水切傾斜上面用に使用してなることを特徴と
する請求項1,2,3又は4に記載の手摺支柱立設用ブ
ラケットを用いた手摺支柱立設装置とし,請求項6に記
載の発明を,上記支柱角度調整部材に対する手摺支柱端
部の受入を上下方向高さ調整自在に行うことによって,
該支柱角度調整部材に立設した手摺支柱をコンクリート
躯体長手方向の凹凸を吸収してその高さを調整自在とし
てなることを特徴とする請求項5に記載の手摺支柱立設
装置とし,これらをそれぞれ発明の要旨として,上記課
題解決の手段としたものである。
According to the present invention, there is provided a base according to the first aspect of the present invention, comprising: a base for mounting and fixing a concrete frame; A base member for receiving the end of the strut, and an opposing wall having an outer surface curved to match the opposing surface of the opposing erecting wall, and rotatably fitted and disposed between the opposing erect walls of the base member. A supporting column angle adjusting member provided at the side end of the base member and protruding from the opposing surface in an opposing direction so as to be able to freely contact the opposing standing wall of the base member on the outside thereof. A pair of side plate members each having one of the opposed fastening walls, and a through fastening member which integrally fixes the above members by fastening the opposed opposed fastening walls of the pair of side plate members. A handrail support upright bracket characterized by the following: According to the second aspect of the present invention, the rotation of the column angle adjusting member is prevented by meshing between the curved surface of the opposed standing wall of the base member and the similarly curved outer surface of the column angle adjusting member. The bracket according to claim 1, characterized in that a meshing means is provided, and all or a part of the facing surface and the outer surface is formed as a meshing curved surface. For fastening the through-tightening member, a through-hole is formed as a round hole in the facing upright wall of the base member, and a vertically elongated hole in the facing wall of the column angle adjusting member. The handrail support upright bracket according to claim 1 or 2, wherein the upper and lower ends of the invention according to claim 4 are elastically hooked and locked to the base member. The front and rear ends between the pair of side plate members are closed. 4. A handrail support upright according to claim 1, 2, or 3, further comprising a pair of cover members for preventing exposure of a through fastening member for fastening the opposed fastening wall. A bracket,
The invention according to claim 5, wherein the upright wall of the base member faces the longitudinal direction of the concrete frame and the base member is placed and fixed on the concrete frame, so that the support column angle adjusting member can be moved forward and backward of the concrete frame. The bracket is mounted on the concrete frame so that it can be turned upright and the end of the bracket is adjusted by receiving the end of the bracket. A handrail support erection device using the handrail support erection bracket according to any one of claims 1, 2, 3, and 4, characterized in that it is used for an upper surface. By accepting the end of the handrail support to the support angle adjustment member so that the height in the vertical direction can be adjusted freely,
6. The handrail support upright device according to claim 5, wherein the handrail support provided on the support angle adjusting member absorbs irregularities in the longitudinal direction of the concrete frame so that the height thereof can be adjusted. The gist of the invention is to solve the above problems.

【0006】[0006]

【発明の実施の形態】以下図面に示した例によって本発
明を更に具体的に説明すれば,Aは手摺支柱23立設用
のブラケット,Bは,例えば屋上のパラペット,ベラン
ダや廊下の高低適宜の立上り壁によるコンクリート躯体
であり,上記ブラケットAは,例えばアルミ鋳物,アル
ミ型材等によってそれぞれ部材を形成した金属製のもの
としてあり,このときブラケットAは,べース部材1,
支柱角度調整部材9,一対の側板部材14及び貫通締着
部材25とを備えたものとしてある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the examples shown in the drawings. A is a bracket for erecting the handrail support 23, and B is a rooftop parapet, a veranda or a corridor where appropriate. The bracket A is made of a metal whose members are formed of, for example, an aluminum casting, an aluminum mold, or the like.
It has a column angle adjusting member 9, a pair of side plate members 14, and a through-clamping member 25.

【0007】べース部材1は,コンクリート躯体B載置
固定用にして対向面を湾曲形成した対向起立壁5を有す
るものとしてある。
The base member 1 has an opposing upright wall 5 for mounting and fixing the concrete frame B, the opposing surface being curved.

【0008】本例にあってべース部材1は,上記コンク
リート躯体Bに載置固定するための固定金具8用の透孔
3,例えばコンクリート躯体Bの前後方向に設置位置を
調整し得るようにした長孔を透設具備して厚肉に形成し
た厚肉基板2と,該厚肉基板2に一対対向して一体に起
立突設した上記対向起立壁5とを備えたものとしてあ
り,このとき本例の厚肉基板2は上記透孔3を中央位置
に1ケ所透設し,下面には,コンクリート躯体Bの標準
的な水切傾斜上面に合わせて,緩やかな勾配を付したも
のとするとともに上記対向起立壁5の起立突設位置を,
厚肉基板2のコンクリート躯体B前後方向の端部を残し
て,その面内中間位置としてあり,また本例の上記対向
起立壁5は,対向面をそれぞれ所定の曲率半径をもって
凹陥することによって,凹陥湾曲面を形成するように湾
曲形成したものとしてあり,このとき該湾曲形成した対
向面は,後述の歯合手段を形成するように,その全部に
亘る歯合湾曲面をなすものとしてある。
In this embodiment, the base member 1 is provided with through holes 3 for fixing fittings 8 for mounting and fixing the concrete frame B on the concrete frame B, for example, so that the installation position can be adjusted in the front-rear direction of the concrete frame B. A thick substrate 2 which is formed to be thick with a long hole formed therein, and the above-mentioned opposing upright wall 5 which is integrally formed with a pair of the thick substrates 2 so as to be opposed to the thick substrate 2. At this time, the thick substrate 2 of this example has the above-mentioned through hole 3 provided at one place at the center position, and has a gentle slope on the lower surface in accordance with the standard draining inclined upper surface of the concrete frame B. And the upright protruding position of the opposing upright wall 5 is
The thick substrate 2 is located at an intermediate position in the plane except for the end of the concrete frame B in the front-rear direction, and the opposing upright wall 5 of this example is formed by recessing the opposing surface with a predetermined radius of curvature. The curved facing surface is formed so as to form a concave curved surface, and at this time, the curved facing surface forms an entire meshing curved surface so as to form a meshing means described later.

【0009】支柱角度調整部材9は,支柱端部受入用に
して外側面を上記対向起立壁5の対向面に合わせて湾曲
形成した対向壁12を有して上記べース部材1の対向起
立壁5間に嵌挿配設したものとしてある。
The column angle adjusting member 9 has an opposing wall 12 for receiving an end of the column, the outer surface of which is curved to match the opposing surface of the opposing erect wall 5, and the opposing erect member of the base member 1 is provided. It is assumed that it is fitted and arranged between the walls 5.

【0010】本例にあって支柱角度調整部材9は,支柱
端部受入用として手摺支柱23の下端を支持するブリッ
ジ状一対の対向壁連結部をなす底基部10と,該底基部
10に一対対向して一体に起立突設した上記対向壁12
とを備えたものとしてあり,このとき本例の底基部10
は,上記べース部材1の固定金具8逃げ用にその突出部
分を受入れ挿通する幅広の透孔11を透設したものとす
る一方,本例の対向壁12は,べース部材1の対向起立
壁5における上記凹陥して湾曲形成した対向面の曲率半
径に応じて,その外側面(コンクリート躯体B前後方向
の前後の外側面)を膨出することによって膨出湾曲面を
形成するように湾曲形成したものとしてあり,このとき
該湾曲形成した外側面は,上記べース部材1における対
向面の歯合湾曲面と同様にその全部に亘る歯合湾曲面を
なすものとしてあり,これによって,上記べース部材1
における対向起立壁5の湾曲形成した対向面と支柱角度
調整部材9の同じく湾曲形成した外側面間に,支柱角度
調整部材9の回動を歯合によって防止する歯合手段を設
けたものとしてある。
In this embodiment, the support angle adjusting member 9 includes a bottom base 10 forming a pair of bridge-like opposed wall connecting portions for supporting the lower end of the handrail support 23 for receiving the end of the support, and a pair of bottom bases 10. The opposed wall 12 protruded integrally and opposed to each other.
At this time, the bottom base 10 of the present example is provided.
The base member 1 is provided with a wide through-hole 11 for receiving and inserting the protruding portion for escape of the fixture 8 of the base member 1, while the opposing wall 12 of this embodiment is The bulging curved surface is formed by bulging the outer surface (outer front surface in the front-rear direction of the concrete skeleton B) in accordance with the radius of curvature of the concave surface of the opposing standing wall 5 which is curved. In this case, the curved outer surface forms an entire toothed curved surface in the same manner as the opposed toothed curved surface of the base member 1. The base member 1
Between the curved surface of the opposed upright wall 5 and the similarly curved outer surface of the column angle adjusting member 9 is provided with engaging means for preventing the rotation of the column angle adjusting member 9 by meshing. .

【0011】一対の側板部材14は,上記べース部材1
の側端に対向配設し対向面から対向方向に突出形成する
ことによって,上記べース部材1の対向起立壁5にその
外側においてそれぞれ対接自在にして一方の対向締着壁
16を有するものとしてある。
A pair of side plate members 14 are used for the base member 1.
The base member 1 has one opposing fastening wall 16 which is disposed opposite to the side end of the base member 1 and protrudes from the opposing surface in the opposing direction. There are things.

【0012】本例にあって一対の側板部材14は,側基
板15と,該側基板15の対向面のコンクリート躯体B
長手方向一側から対向方向に突出形成した上記対向締着
壁16とを備えたものとしてあり,このとき側基板15
は,その外側の側面を側方に向け,前後の端部を上下方
向にそれぞれ丸みを帯びた形状にしてべース部材1及び
これに嵌挿配設した支柱角度調整部材9の,本例におい
て開放した側端をべース部材1の形状に合わせて被覆
し,ブラケットAの外観を向上し得るようにし,本例の
対向締着壁16は,その対向面を上記べース部材1にお
ける対向起立壁5の外側面に密に対接するように,その
形状を合わせたものとし,またその高さを,上記側基板
15より下方をやや短くすることによって,上記べース
部材1の厚肉基板2に衝接することのないようにし,本
例にあっては,特に対向締着壁16の下端が上記厚肉基
板2の端部に載置するようにすることによって,側板部
材14の配設につき,その位置決めを行い得るものとし
てある。
In the present embodiment, a pair of side plate members 14 is composed of a side substrate 15 and a concrete frame B on an opposite surface of the side substrate 15.
And an opposing fastening wall 16 protruding from one side in the longitudinal direction in the opposing direction.
In this example, the base member 1 and the column angle adjusting member 9 fitted and arranged in the base member 1 with the outer side faces sideways and the front and rear ends are rounded in the vertical direction, respectively. The open side end of the base member 1 is covered according to the shape of the base member 1 so that the appearance of the bracket A can be improved. The shape of the base member 1 is adjusted so as to closely contact the outer surface of the opposing upright wall 5 and the height of the base member 1 is slightly shortened below the side substrate 15. In this embodiment, the side plate member 14 is prevented from abutting against the thick substrate 2, and particularly in this example, the lower end of the opposed fastening wall 16 is placed on the end of the thick substrate 2. It is assumed that the positioning can be performed with respect to the arrangement.

【0013】貫通締着部材25は,上記一対の側板部材
14の対向する対向締着壁16を締着することにより上
記各部材を一体的に固定するものとしてあり,本例にあ
って該貫通締着部材25は,これを貫通ボルトとナット
とによるボルトナットによるものとしてある。
The through-clamping member 25 is a member for integrally fixing the above-mentioned members by tightening the opposing tightening walls 16 of the pair of side plate members 14. The fastening member 25 is formed by a bolt and nut formed by a through bolt and a nut.

【0014】このとき上記対向締着壁16に対する貫通
締着部材25の締着は,貫通ボルトを,該一対の対向締
着壁16,べース部材1の対向起立壁5,支柱角度調整
部材9の対向壁12,そして支柱角度調整部材9に端部
を受入れることによってこれに立設した手摺支柱23
を,それぞれこれらに設けた貫通透孔を介して,これら
を一連に貫通し,先端,即ち一方の対向締着壁16の外
側に突出した先端にナットを螺装することによってこれ
を行うものとしてあり,このとき上記貫通締着部材25
の締着用の貫通透孔6,13は,上記べース部材1の対
向起立壁5において丸孔とし,上記支柱角度調整部材9
の対向壁12において上下方向の長孔とする配置を行っ
たものとしてあり,これによりコンクリート躯体Bに載
置固定するべース部材1において貫通締着部材25の貫
通ボルトを安定支持する一方,該べース部材1を設置基
体として,上記支柱角度調整部材9の安定した角度調整
を行うものとし,例えば上記対向起立壁5に長孔を,上
記対向壁12に丸孔又は長孔を用いるに比して,一体的
な固定を強固としたものとしてあり,このとき本例にあ
って一対の側板部材14の対向締着壁16においてその
貫通透孔17は,べース部材1と側板部材14との位置
関係に変化はないので,丸孔又は長孔のいずれでもよい
が,本例にあっては,これを上下にやや長孔としたもの
としてある。
At this time, the fastening of the through fastening member 25 to the opposed fastening wall 16 is performed by using a through bolt by the pair of opposed fastening walls 16, the opposed standing wall 5 of the base member 1, and the column angle adjusting member. 9 are opposed to each other, and the handrail support 23 erected on the support wall angle adjusting member 9 by receiving the end thereof.
It is assumed that this is performed by threading a nut at the tip, that is, the tip protruding outside one of the opposing fastening walls 16, through a series of through holes provided in these, respectively. At this time, the penetration fastening member 25
The through-holes 6, 13 for tightening are round holes in the opposed upright wall 5 of the base member 1, and
And the base member 1 placed and fixed on the concrete frame B stably supports the penetration bolt of the penetration fastening member 25, The base member 1 is used as an installation base to stably adjust the angle of the support column angle adjusting member 9. For example, a long hole is used for the facing upright wall 5, and a round hole or a long hole is used for the facing wall 12. In this example, the through-hole 17 in the opposed fastening wall 16 of the pair of side plate members 14 in this example is formed with the base member 1 and the side plate. Since there is no change in the positional relationship with the member 14, either a round hole or a long hole may be used, but in the present example, this is formed as a slightly long hole up and down.

【0015】図中21は,ブラケットAに,本例におい
て用いた一対のカバー部材であり,該一対のカバー部材
21は,上記べース部材1に対して上下端を弾発的に引
掛係止することによって装着し,一対の側板部材14間
の前後端を閉塞してその対向締着壁16を締着する貫通
締着部材25の露出を防止するものとしてある。
In the figure, reference numeral 21 denotes a pair of cover members used in the present embodiment on the bracket A. The pair of cover members 21 engage the upper and lower ends of the base member 1 in a resilient manner. It is mounted by stopping, and the front and rear ends between the pair of side plate members 14 are closed to prevent the exposure of the through fastening member 25 for fastening the opposed fastening wall 16.

【0016】本例にあってこの一対のカバー部材21
は,上記一対の側板部材14の前後の端部に合わせて前
後方向に湾曲し,上下端に係止片22を形成した板状の
ものとしてあり,これら係止片22は,上記べース部材
1の厚肉基板2の前後端と対向起立壁5の上端に形成し
た係止部7に弾発的に引掛係止して,べース部材1に対
する装着を行うものとしてあり,これにより上記一対の
側板部材14の前後端にあって,これら側板部材14間
を閉塞するものとしてある。
In this embodiment, the pair of cover members 21
Are bent in the front-rear direction in accordance with the front and rear ends of the pair of side plate members 14, and are formed in a plate shape having locking pieces 22 formed at upper and lower ends. The front and rear ends of the thick substrate 2 of the member 1 and the locking portion 7 formed on the upper end of the opposing upright wall 5 are elastically hooked and locked to perform mounting on the base member 1. At the front and rear ends of the pair of side plate members 14, the space between the side plate members 14 is closed.

【0017】以上の構成によるブラケットAを用いた手
摺支柱立設装置として,手摺支柱23を直立に立設する
には,上記べース部材1の対向起立壁5をコンクリート
躯体B長手方向に向けて該べース部材1をコンクリート
躯体Bに載置固定することにより,支柱角度調整部材9
をコンクリート躯体B前後方向に回動自在とし,該支柱
角度調整部材9に端部を受入れることによってこれに立
設した手摺支柱23をコンクリート躯体B前後方向の傾
斜を吸収して直立させるように,上記ブラケットAをコ
ンクリート躯体Bの水切傾斜上面用に使用し,本例にあ
って上記カバー部材21を装着使用するものとすればよ
い。
In order to erect the handrail support 23 upright as a handrail support erecting device using the bracket A having the above configuration, the facing upright wall 5 of the base member 1 must be directed in the longitudinal direction of the concrete frame B. By mounting and fixing the base member 1 on the concrete frame B,
Is made rotatable in the front-back direction of the concrete frame B, and the end portion is received by the column angle adjusting member 9 so that the handrail post 23 erected on the column can absorb the inclination in the front-back direction of the concrete frame B and stand upright. The bracket A may be used for the inclined upper surface of the concrete frame B, and the cover member 21 may be attached and used in this example.

【0018】更に本例にあっては,上記支柱角度調整部
材9に対する手摺支柱23端部の受入れを上下方向高さ
調整自在に行うことによって,該支柱角度調整部材9に
立設した手摺支柱23をコンクリート躯体B長手方向の
凹凸を吸収してその高さを調整自在としたものとしてあ
り,これにより図示省略の手摺を設置するに,上記直立
した手摺支柱23の高さをコンクリート躯体B長手方向
に同高のものとすることができる。
Further, in this embodiment, the end of the handrail support 23 is received into the support angle adjusting member 9 so that the height of the handrail support 23 can be freely adjusted. The height of the upright handrail support 23 is adjusted by absorbing irregularities in the longitudinal direction of the concrete frame B so that the height of the handrail can be adjusted. At the same height.

【0019】このとき本例の手摺支柱23端部の上下方
向高さ調整自在の受入れは,支柱角度調整部材9の対向
壁12に透設した貫通透孔13に対して手摺支柱23を
上下動し得るように,手摺支柱23に上下方向に長孔と
した上記貫通締着部材25締着用の貫通透孔24を透設
することによって行ったものとしてある。
At this time, the vertically adjustable height of the end of the handrail support 23 in this embodiment is received by moving the handrail support 23 up and down with respect to the through hole 13 provided through the opposing wall 12 of the support angle adjusting member 9. In order to be able to do so, the handrail support 23 is formed by penetrating the through-through hole 24 for fastening the above-mentioned through-fastening member 25 which is a vertically elongated hole.

【0020】図中4は,べース部材1の厚肉基板2の上
面から底面側方に至るように形成した水抜き孔,18は
本例において側板部材14の側基板の対向面上方に下向
きのL字状に突出形成し,対向締着壁16の該当位置に
凹陥形成した嵌合受部19に嵌合することによって,側
板部材14同士を側方に位置決めし,併せて位置ズレを
防止する嵌合手段を形成する嵌合突起,20は一対のう
ち一方又は双方,本例において一方の側板部材14の対
向締着壁16に透設し,支柱角度調整部材9の回動調整
後に,上記歯合手段による回動の防止に加えて,更に回
動状態の固定を行うことによって支柱角度調整部材9を
介して手摺支柱23の耐水平荷重性を向上するように,
べース部材1の対向起立壁5を通して支柱角度調整部材
9の対向壁12に対してタッピングネジを螺入し,これ
らを側板部材14に対して固定するネジ孔である。
In the drawing, reference numeral 4 denotes a drain hole formed from the upper surface of the thick substrate 2 of the base member 1 to the side of the bottom surface. The side plate members 14 are formed to protrude downward in an L-shape, and are fitted to the fitting receiving portions 19 formed in the corresponding positions of the opposing fastening wall 16 so as to position the side plate members 14 laterally, and also to reduce the positional deviation. The fitting projection 20 that forms the fitting means for preventing is provided through one or both of the pair, in this example, on the opposed fastening wall 16 of the one side plate member 14, and after the rotation adjustment of the support column angle adjusting member 9. In addition to preventing rotation by the above-mentioned engaging means, by further fixing the rotation state, the horizontal load resistance of the handrail support 23 via the support angle adjusting member 9 is improved.
A screw hole for screwing a tapping screw into the opposing wall 12 of the column angle adjusting member 9 through the opposing standing wall 5 of the base member 1 and fixing them to the side plate member 14.

【0021】図示した例は以上のとおりとしたが,本発
明の実施に当って,べース部材,支柱角度調整部材をそ
れぞれ対向起立壁,対向壁を備え,更に上向き開口の側
壁を有して囲繞壁としたものとすること,べース部材に
おける対向面の一方又は双方を対向方向に膨出した,上
記凹陥湾曲面に代る膨出湾曲面とし,支柱角度調整部材
における外側面をこれに合わせて,その一方又は双方を
同様に上記膨出湾曲面に代る凹陥湾曲面とすることによ
ってその回動自在性を確保し,この場合を含めて上記支
柱角度調整部材をネジ固定する等他の固定手段を必要に
応じて併用するようにすること,上記べース部材と支柱
角度調整部材間の歯合手段の設置を省略し,又はこれに
代えて,微細多数の突起と受孔とによる凹凸嵌合手段
等,支柱角度調整部材の回動を防止する手段を用いるよ
うにすること,貫通締着部材を貫通ボルトによるものと
し,一対の側板部材の対向締着壁の一方に,該貫通ボル
トの受ナット部を設置して,その締着を行うものとする
こと,側板部材間に位置決め乃至位置ズレ防止用の上記
嵌合手段を設けるとき,これを側基板に形成した溝と対
向締着壁側端に設けた上記溝に嵌合する嵌合突起等,側
板部材間で相互に嵌合する嵌合受部と嵌合突起等による
適宜の嵌合形態のものとすること等を含めて,本発明の
実施に当ってべース部材,支柱角度調整部材,一対の側
板部材,貫通締着部材,貫通透孔の配置,必要に応じて
用いる上記歯合手段,カバー部材等の各具体的な形状,
構造,材質,これらの関係,これらに対する付加,更に
はこれを用いた手摺支柱立設の方法,工程等は,上記発
明の要旨に反しない限り,様々な形態のものとすること
ができ,それぞれ以上に図示したものに限らない。
Although the illustrated example is as described above, in the embodiment of the present invention, the base member and the column angle adjusting member are provided with opposing upright walls and opposing walls, respectively, and further have side walls with upward openings. And one or both of the opposing surfaces of the base member are bulged in the opposite direction to form a bulging curved surface instead of the concave curved surface. In accordance with this, one or both of them are similarly formed as a concave curved surface instead of the bulging curved surface, thereby ensuring the freedom of rotation, and including this case, the column angle adjusting member is fixed with screws. Other fixing means may be used as necessary, and the installation of the interlocking means between the base member and the column angle adjusting member may be omitted, or alternatively, a large number of fine projections and receiving members may be used. Pillar angle adjustment part, such as means for fitting unevenness with holes Means for preventing the rotation of the through-bolt, the through-tightening member is made of a through-bolt, and a receiving nut portion of the through-bolt is installed on one of the opposed tightening walls of the pair of side plate members. When the fitting means for positioning or preventing displacement is provided between the side plate members, the fitting means is provided in the groove formed in the side substrate and the groove provided in the end on the side of the opposed fastening wall. In carrying out the present invention, the present invention should be applied to a case in which a fitting projection such as a fitting projection and a fitting receiving portion and a fitting projection are fitted to each other between the side plate members. Each member has a specific shape such as a base member, a column angle adjusting member, a pair of side plate members, a through-tightening member, an arrangement of through-through holes, the above-mentioned engaging means and a cover member used as necessary,
The structure, materials, their relationship, the addition to them, and the method and process of erecting the handrail support using the same can be of various forms as long as they do not contradict the gist of the invention. It is not limited to the one shown above.

【0022】[0022]

【発明の効果】本発明は以上のとおりに構成したので,
請求項1に記載の発明は,べース部材が設置基体となっ
て,これに回動自在に嵌挿配設した支柱角度調整部材
が,安定した手摺支柱の立設角度の調整を,その微調整
を含めて可能とする一方,これらとは別体にして一対と
することによって相互に対向方向に移動自在とした側板
部材を用いるとともにこれに突出形成した対向締着壁に
貫通締着部材を締着することによって,上記べース部材
における対向起立壁,これに嵌挿した支柱角度調整部材
の対向壁,これに端部を受入れた手摺支柱を締着方向に
挟着状に強圧して,コンクリート躯体に載置固定した設
置基準のべース部材に対して,これらを一体的に固定す
ることにより,手摺支柱の立設を,コンクリート躯体前
後方向に向けた耐水平荷重性を確保するとともに強固且
つ長期に亘って安定したものとすることによって,手摺
に必要とされる高度な耐水平荷重性を充分に確保し得る
ようにした手摺支柱立設用ブラケットを提供することが
できる。
The present invention is configured as described above.
According to the first aspect of the present invention, the base member serves as an installation base, and the support angle adjustment member rotatably fitted and disposed on the installation base adjusts the stable setting angle of the handrail support. On the other hand, a side plate member which can be moved in the opposite direction by using a pair of separate members is used, and a through-clamping member is formed on the opposed-clamping wall protruding from the pair. By tightening, the opposing upright wall of the base member, the opposing wall of the post angle adjusting member inserted into the base member, and the handrail post receiving the end portion thereof are strongly pressed in the tightening direction in a clamping manner. In addition, by integrally fixing these to the base member placed on and fixed to the concrete skeleton, the handrail supports can be erected, ensuring horizontal load resistance in the longitudinal direction of the concrete skeleton. Strong and stable for a long time By as was, it is possible to provide a handrail post elevational 設用 bracket and adapted to sufficiently ensure high water flat load resistance required to handrail.

【0023】請求項2に記載の発明は,上記に加えて,
貫通締着部材の締着による挟着状の強圧下で,歯合手段
が支柱角度調整部材の回動を確実に防止することによっ
て,上記手摺支柱の耐水平荷重性を更に向上したものと
することができる。
[0023] The invention according to claim 2 provides, in addition to the above,
The horizontal load resistance of the handrail strut is further improved by reliably preventing the rotation of the strut angle adjusting member by the engaging means under a clamping-like high pressure due to the fastening of the through-clamping member. be able to.

【0024】請求項3に記載の発明は,同じく上記に加
えて,上記べース部材を設置基体として,これに貫通締
着部材を安定支持し,支柱角度調整部材の回動を可能と
するとともにその一体的な固定を強固のものとすること
ができる。
According to a third aspect of the present invention, in addition to the above, the base member is used as an installation base, the through-tightening member is stably supported on the installation base, and the column angle adjusting member can be rotated. In addition, the integral fixing can be made strong.

【0025】請求項4に記載の発明は,同じく上記に加
えて,上記一対の側板部材の前後端にあって,これら側
板部材間を閉塞して,ブラケットの外観を向上したもの
とすることができる。
According to a fourth aspect of the present invention, in addition to the above, at the front and rear ends of the pair of side plate members, the space between the side plate members is closed to improve the appearance of the bracket. it can.

【0026】請求項5に記載の発明は,上記いずれかの
手摺支柱立設用ブラケットを用いて,手摺支柱を簡易且
つ確実に直立し得るとともにその直立の立設を強固且つ
長期に安定したものとすることによって,手摺に必要と
される高度な耐水平荷重性を充分に確保した手摺支柱立
設装置を提供することができる。
According to a fifth aspect of the present invention, by using any of the above-mentioned brackets for erecting a handrail support, the handrail support can be easily and reliably erected, and the erect erecting is firm and stable for a long period of time. By doing so, it is possible to provide a handrail support standing device that sufficiently secures a high level of horizontal load resistance required for handrails.

【0027】請求項6に記載の発明は,上記に加えて,
手摺支柱の立設を上下方向高さ調整自在として,コンク
リート躯体長手方向に波打ち状の凹凸がある場合に,同
じく補修等を必要とすることなく簡易且つ確実にこれに
対応してコンクリート躯体長手方向に手摺支柱の立設高
さを同高とすることができる。
[0027] The invention according to claim 6 provides, in addition to the above,
The height of the handrail support can be adjusted up and down freely, and when there are wavy irregularities in the longitudinal direction of the concrete body, the concrete body can be easily and reliably handled without the need for repairs, etc. The standing height of the handrail support can be made the same.

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

【図1】ブラケットの分解斜視図である。FIG. 1 is an exploded perspective view of a bracket.

【図2】ブラケットの使用状態を示す縦断面図である。FIG. 2 is a longitudinal sectional view showing a use state of a bracket.

【図3】ブラケットの使用状態を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing a use state of a bracket.

【図4】べース部材の側面図である。FIG. 4 is a side view of the base member.

【図5】べース部材の平面図である。FIG. 5 is a plan view of a base member.

【図6】支柱角度調整部材の側面図である。FIG. 6 is a side view of a column angle adjusting member.

【図7】支柱角度調整部材の平面図である。FIG. 7 is a plan view of a column angle adjusting member.

【図8】一方の側板部材の対向面側の側面図である。FIG. 8 is a side view of one of the side plate members on the facing surface side.

【図9】一方の側板部材の正面図である。FIG. 9 is a front view of one side plate member.

【図10】一方の側板部材の平面図である。FIG. 10 is a plan view of one side plate member.

【図11】他方の側板部材の対向面側の側面図である。FIG. 11 is a side view of the other side plate member on the facing surface side.

【図12】他方の側板部材の正面図である。FIG. 12 is a front view of the other side plate member.

【符号の説明】[Explanation of symbols]

A ブラケット 1 べース部材 5 対向起立壁 9 支柱角度調整部材 12 対 向 壁 14 側板部材 16 対向締着壁 21 カバー部材 23 手摺支柱 25 貫通締着部材 Reference Signs List A bracket 1 base member 5 opposed upright wall 9 support angle adjustment member 12 opposed wall 14 side plate member 16 opposed fastening wall 21 cover member 23 handrail support 25 penetrating fastening member

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート躯体載置固定用にして対向
面を湾曲形成した対向起立壁を有するべース部材と,支
柱端部受入用にして外側面を上記対向起立壁の対向面に
合わせて湾曲形成した対向壁を有して上記べース部材の
対向起立壁間に回動自在に嵌挿配設した支柱角度調整部
材と,上記べース部材の側端に対向配設し対向面から対
向方向に突出形成することによって上記べース部材の対
向起立壁にその外側においてそれぞれ対接自在にして一
方の対向締着壁を有する一対の側板部材と,該一対の側
板部材の対向する対向締着壁を締着することにより上記
各部材を一体的に固定する貫通締着部材とを備えてなる
ことを特徴とする手摺支柱立設用ブラケット。
1. A base member having an opposed upright wall having a curved opposing surface for placing and fixing a concrete skeleton, and an outer surface adapted to receive a column end portion, the outer surface of which is aligned with the opposing surface of the opposing upright wall. A column angle adjusting member having a curved formed opposing wall and rotatably fitted between opposing upright walls of the base member, and an opposing surface disposed opposite to a side end of the base member. And a pair of side plate members each having one of the opposed fastening walls so as to be able to freely contact the opposing upright wall of the base member on the outside thereof, and the pair of side plate members facing each other. A bracket for erecting a handrail support, comprising: a through-fastening member for integrally fixing the above members by fastening an opposed fastening wall.
【請求項2】 上記べース部材における対向起立壁の湾
曲形成した対向面と支柱角度調整部材の同じく湾曲形成
した外側面間に,支柱角度調整部材の回動を歯合によっ
て防止する歯合手段を設け,これら対向面と外側面の全
部又は一部を歯合湾曲面としてなることを特徴とする請
求項1に記載の手摺支柱立設用ブラケット。
2. A toothing for preventing rotation of a post angle adjusting member by intermeshing between a curved facing surface of an opposing standing wall of the base member and a similarly curved outer surface of a pillar angle adjusting member. 2. The bracket according to claim 1, wherein a means is provided, and all or a part of the facing surface and the outer surface is formed as a meshing curved surface.
【請求項3】 上記貫通締着部材の締着用に,上記べー
ス部材の対向起立壁において丸孔とし,上記支柱角度調
整部材の対向壁において上下方向の長孔とする貫通透孔
を配置してなることを特徴とする請求項1又は2に記載
の手摺支柱立設用ブラケット。
3. A through-hole, which is formed as a round hole in the opposed upright wall of the base member and a vertically long hole in the opposed wall of the support column angle adjusting member, for fastening the through-tightening member. The bracket for erected a handrail support according to claim 1 or 2, wherein the bracket is provided.
【請求項4】 上記べース部材に対して上下端を弾発的
に引掛係止することによって装着し,一対の側板部材間
の前後端を閉塞してその対向締着壁を締着する貫通締着
部材の露出を防止する一対のカバー部材を追加的に備え
てなることを特徴とする請求項1,2又は3に記載の手
摺支柱立設用ブラケット。
4. An upper and lower end of the base member is resiliently hooked and attached to the base member so that the front and rear ends between the pair of side plate members are closed, and the opposed fastening walls are fastened. 4. The handrail support upright bracket according to claim 1, 2, or 3, further comprising a pair of cover members for preventing the penetration fastening member from being exposed.
【請求項5】 上記べース部材の対向起立壁をコンクリ
ート躯体長手方向に向けて該べース部材をコンクリート
躯体に載置固定することにより,支柱角度調整部材をコ
ンクリート躯体前後方向に回動自在とし,該支柱角度調
整部材に端部を受入れることによってこれに立設した手
摺支柱をコンクリート躯体前後方向の傾斜を吸収して直
立させるように,上記ブラケットをコンクリート躯体の
水切傾斜上面用に使用してなることを特徴とする請求項
1,2,3又は4に記載の手摺支柱立設用ブラケットを
用いた手摺支柱立設装置。
5. The pillar angle adjusting member is rotated in the front-rear direction of the concrete frame by mounting and fixing the base member on the concrete frame with the facing upright wall of the base member facing the longitudinal direction of the concrete frame. The bracket is used for the top surface of the concrete body to be drained so that it can be freely used and the end of the pillar angle adjusting member is received so that the handrail support standing upright absorbs the inclination in the front-rear direction of the concrete body and stands upright. A handrail support erection device using the handrail support erection bracket according to claim 1, 2, 3 or 4.
【請求項6】 上記支柱角度調整部材に対する手摺支柱
端部の受入を上下方向高さ調整自在に行うことによっ
て,該支柱角度調整部材に立設した手摺支柱をコンクリ
ート躯体長手方向の凹凸を吸収してその高さを調整自在
としてなることを特徴とする請求項5に記載の手摺支柱
立設装置。
6. The handrail support provided on the support angle adjusting member absorbs irregularities in the longitudinal direction of the concrete frame by receiving the end of the handrail support with respect to the support angle adjusting member so that the height of the handrail support can be adjusted freely. The handrail support upright device according to claim 5, wherein the height of the lever is adjustable.
JP25421297A 1997-09-03 1997-09-03 Handrail support erecting bracket and handrail support erecting device using the same Expired - Lifetime JP3025664B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25421297A JP3025664B2 (en) 1997-09-03 1997-09-03 Handrail support erecting bracket and handrail support erecting device using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25421297A JP3025664B2 (en) 1997-09-03 1997-09-03 Handrail support erecting bracket and handrail support erecting device using the same

Publications (2)

Publication Number Publication Date
JPH1181606A true JPH1181606A (en) 1999-03-26
JP3025664B2 JP3025664B2 (en) 2000-03-27

Family

ID=17261827

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25421297A Expired - Lifetime JP3025664B2 (en) 1997-09-03 1997-09-03 Handrail support erecting bracket and handrail support erecting device using the same

Country Status (1)

Country Link
JP (1) JP3025664B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155916A (en) * 2007-12-27 2009-07-16 Toto Ltd Handrail
JP2010189964A (en) * 2009-02-19 2010-09-02 Naka Ind Ltd Support structure of handrail
KR102088599B1 (en) * 2019-09-27 2020-03-12 주식회사 하나로금속 Railing structure for adjustable angle

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102144844B1 (en) * 2018-12-20 2020-08-14 (유)원테크 construction assembly of fence with easy to construct at slope

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155916A (en) * 2007-12-27 2009-07-16 Toto Ltd Handrail
JP2010189964A (en) * 2009-02-19 2010-09-02 Naka Ind Ltd Support structure of handrail
KR102088599B1 (en) * 2019-09-27 2020-03-12 주식회사 하나로금속 Railing structure for adjustable angle

Also Published As

Publication number Publication date
JP3025664B2 (en) 2000-03-27

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