JPH10115065A - Erecting device for handrail support - Google Patents

Erecting device for handrail support

Info

Publication number
JPH10115065A
JPH10115065A JP24776697A JP24776697A JPH10115065A JP H10115065 A JPH10115065 A JP H10115065A JP 24776697 A JP24776697 A JP 24776697A JP 24776697 A JP24776697 A JP 24776697A JP H10115065 A JPH10115065 A JP H10115065A
Authority
JP
Japan
Prior art keywords
support
handrail
handrail support
bracket
curved
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.)
Pending
Application number
JP24776697A
Other languages
Japanese (ja)
Inventor
Toshimaro Nakatani
寿麿 中谷
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.)
Swan Shoji Co Ltd
Original Assignee
Swan Shoji Co Ltd
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 filed Critical Swan Shoji Co Ltd
Priority to JP24776697A priority Critical patent/JPH10115065A/en
Publication of JPH10115065A publication Critical patent/JPH10115065A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To erect a handrail support vertically to the same height on a concrete building frame which is longitudinally wavily inclined. SOLUTION: In an erecting device for a handrail support, a handrail support 3 is covered on a support bracket 10 fixed to a concrete building frame 1, and made rotatedly inclinable by the outside curved sliding contact part 14 of a pair of fitted walls 13 of the support bracket 10, and fastenedly fixed with a through bolt 31 and a nut 33. In this case, since a slot 15 is provided in the fitted wall 13, the handrail support 3 can be vertically fixed in a rotatedly inclined state, and since a slot 4 is provided in the handrail support 3, the handrail support 3 can be adjusted in its height and fixed, and even in the case of a wavily inclined concrete building frame 1, the handrail support can be erected vertically to the same height.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は,新築又は既築のベラン
ダ,廊下,屋上パラペット等コンクリート躯体に手摺を
設置するに用いる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 an apparatus for erecting a handrail support used for installing a handrail on a concrete building such as a newly constructed or existing veranda, corridor, rooftop parapet, or the like.

【0002】[0002]

【従来の技術】この種手摺を設置するには,手摺支柱の
下端をコンクリート躯体に直接に埋込み固定するか,直
付用の支柱ブラケットを用いて,これをコンクリート躯
体に載置固定し,支柱ブラケットの手摺支柱挿入部に手
摺支柱下端を挿入して,ボルトナット,ネジ等の固定金
具による固定手段によって支柱ブラケットに手摺支柱を
固定するものとされる。
2. Description of the Related Art To install a handrail of this type, the lower end of a handrail support is directly embedded in and fixed to a concrete frame, or a column bracket for direct mounting is used, and this is mounted and fixed on the concrete frame. The lower end of the handrail post is inserted into the handrail post insertion portion of the bracket, and the handrail post is fixed to the post bracket by fixing means such as bolts, nuts, and screws.

【0003】[0003]

【発明が解決しようとする課題】しかしながら,手摺支
柱下端をコンクリート躯体に埋込み固定する場合には,
コンクリートと手摺支柱材質のアルミとの熱膨張率の違
いにより,手摺支柱や手摺の変形を招いたり,コンクリ
ートとアルミとの接触によって手摺支柱のアルカリ腐食
を招いたりするという問題点がある。また上記支柱ブラ
ケットを用いる場合には,このような問題点を解消し得
るが,一方でコンクリート躯体の状態により手摺の設置
をなし得ないケースが頻繁に生じるという問題点があ
る。
However, when the lower end of the handrail support is embedded and fixed in the concrete frame,
Due to the difference in the coefficient of thermal expansion between the concrete and the handrail support material aluminum, there is a problem that the handrail support and the handrail are deformed, and the contact between the concrete and the aluminum causes alkali corrosion of the handrail support. In addition, when the above-mentioned support bracket is used, such a problem can be solved, but on the other hand, there is a problem that a handrail cannot often be installed depending on the state of the concrete frame.

【0004】即ち支柱ブラケットを用いて手摺を設置す
る場合には,手摺支柱を垂直且つ同一高さに立設するこ
とが不可欠であるが,一般にコンクリート躯体は,コン
クリートを現場打設して硬化させた現場施工のものとさ
れるから,その長手方向に凹凸面をなすように波打った
り,その交差方向に傾斜させた場合にあっては傾斜角度
が異なっていることが多く,また手摺をリフォームする
必要のある,特に既築の建物にあっては,長年月に亘る
構造荷重を受けて梁が垂れ下ることによって,コンクリ
ート躯体の波打ちが更に促進されていることも多い。
That is, when installing a handrail using a support bracket, it is essential that the handrail support be vertically and at the same height. However, in general, a concrete body is formed by casting concrete on site and hardening it. In the case of a site construction, the inclination is often different when the corrugation is made in the longitudinal direction, or when it is inclined in the cross direction. In particular, in pre-built buildings that need to be reinforced, the beams of the beams hang under structural loads over many months, which often promotes the undulation of the concrete structure.

【0005】従ってこのような状態のコンクリート躯体
に対して,その長手方向所定間隔に支柱ブラケットを設
置すると,支柱ブラケットは,コンクリート躯体の凹凸
や傾斜に応じて区々の方向を向き,垂直な手摺支柱に対
して角度のズレを生じ,更にコンクリート躯体面の高さ
に応じて設置高さが異なり,同一長さ寸法の手摺支柱に
対して高さのズレを生じ,結局手摺支柱の挿入や固定の
障害となり,手摺支柱の立設やこれによる手摺の設置を
なし得ないことになる。
[0005] Therefore, when a support bracket is installed at a predetermined interval in the longitudinal direction of the concrete body in such a state, the support bracket is oriented in various directions according to the unevenness and inclination of the concrete body, and the vertical handrail is provided. An angle shift occurs with respect to the column, and the installation height varies depending on the height of the concrete frame surface. A height shift occurs with respect to the handrail column of the same length, and eventually the insertion or fixing of the handrail column Therefore, it is impossible to set up the handrail support and to install the handrail.

【0006】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,支柱ブラケットを用いな
がら,コンクリート躯体の傾斜にに対応するとともにコ
ンクリ−ト躯体面の高さの異りに対応し得る手摺支柱立
設装置を提供するにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and it is an object of the present invention to cope with the inclination of a concrete skeleton while using a support bracket and to make the height of the concrete skeleton different. It is an object of the present invention to provide an apparatus for erecting a handrail support that can cope with the above.

【0007】[0007]

【課題を解決するための手段】本発明請求項1は,固定
金具用の長孔を透設した底基板及び該底基板のコンクリ
−ト躯体長手方向両端部に起立突設した対向する一体の
湾曲起立ア−ムを具備するとともに該湾曲起立ア−ムの
湾曲外壁面をそれぞれコンクリ−ト躯体長手方向外方に
向けて上下方向に湾曲する湾曲摺接部としたコンクリ−
ト躯体固定用の支柱ブラケットと,該支柱ブラケットの
対向する一体の湾曲起立ア−ムを被嵌することによって
対向する対向壁の内壁面を上記湾曲摺接部に摺接して該
支柱ブラケットに対して回動傾斜自在とした中空の手摺
支柱と,支柱ブラケットに手摺支柱を上下動自在に固定
する高さ調整用の固定手段とを備えてなることを特徴と
する手摺支柱立設装置に係り且つこれを発明の要旨とし
て,上記課題解決の手段とし,請求項2は,上記支柱ブ
ラケットに,手摺支柱下端外方に張出して上方に屈曲す
る手摺支柱下端被覆用にして該支柱ブラケットに一体又
は別体の下端カバーを追加的に配設してなることを特徴
とする請求項1の手摺支柱立設装置に係り且つこれを発
明の要旨として,上記課題解決の手段とするとともに外
観の向上を図ったものであり,請求項3は,上記支柱ブ
ラケットに,手摺支柱下端外方に張出して上方に屈折す
る手摺支柱下端被覆用にして該支柱ブラケットに一体又
は別体の下端カバ−を追加的に配設してなることを特徴
とする請求項1の手摺支柱立設装置に係り且つこれを発
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 bottom substrate having a long hole for a fixing metal, and opposed opposed integral members formed at both ends in the longitudinal direction of the concrete frame of the bottom substrate. A concrete having a curved upright arm and curved outer wall surfaces of the curved upright arm each serving as a curved sliding contact portion which is vertically curved outward in the longitudinal direction of the concrete frame.
The inner wall surface of the opposing opposing wall is slid on the curved sliding contact portion by fitting the opposing integral upright arm of the post bracket to the column bracket for fixing the skeleton, and the inner wall of the opposing wall is brought into contact with the curved bracket. A handrail support that is rotatable and tiltable, and a height adjustment fixing means for vertically fixing the handrail support to a support bracket. This is a gist of the present invention and is a means for solving the above-mentioned problem. A second aspect of the present invention is to provide the support bracket with a handrail support lower end covering the lower end of the handrail support to be bent upward and integrated with or separately from the support bracket. 2. A handrail support erection device according to claim 1, wherein a lower end cover of the body is additionally provided. Was According to a third aspect of the present invention, an integral or separate lower end cover is additionally provided on the support bracket for covering the lower end of the handrail support that projects outwardly of the lower end of the handrail support and is bent upward. The present invention relates to a handrail support erection device according to claim 1 and as a gist of the invention, as a means for solving the above problems.

【0008】[0008]

【実施例】以下実施例を示す図面に従って本発明を更に
具体的に説明すれば,図1乃至図5において1は,スラ
ブから手摺基台をなすように所定高さに起立した手摺設
置対象のコンクリート躯体,3はアルミ製手摺の手摺支
柱,10はコンクリート躯体1上面に手摺支柱を立設す
る支柱ブラケットをそれぞれ示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the drawings showing the embodiments. In FIGS. 1 to 5, reference numeral 1 denotes a handrail installation object which stands up to a predetermined height so as to form a handrail base from a slab. Reference numeral 3 denotes a concrete skeleton, reference numeral 3 denotes a handrail support made of an aluminum handrail, and reference numeral 10 denotes a support bracket on which a handrail support is erected on the upper surface of the concrete skeleton 1.

【0009】本例において手摺支柱3は,図示省略のパ
イプ手摺,格子組み手摺等各種手摺の長手方向両端部又
は長手方向所定間隔に配設した,方形又は矩形の角柱形
にしてアルミ押出材製中空のものとし,その下方一対の
対向壁に上下方向に長孔とした透孔4を透設したものと
してある。
In this embodiment, the handrail support 3 is a rectangular or rectangular prism formed of aluminum extruded material and disposed at both longitudinal ends or at predetermined intervals in the longitudinal direction of various handrails such as a pipe handrail and a grid-assembled handrail (not shown). It is hollow, and a pair of opposing walls below it is provided with a through hole 4 which is a vertically elongated hole.

【0010】支柱ブラケット10は,対向する一体の湾
曲起立ア−ム13の外壁面にそれぞれ上下方向に湾曲す
るように配設した湾曲摺接部14を有するコンクリート
躯体1固定用のものとしてある。
The column bracket 10 is for fixing the concrete frame 1 having curved sliding contact portions 14 arranged on the outer wall surfaces of the opposing integral curved upstanding arms 13 so as to bend vertically.

【0011】即ちこの支柱ブラケット10は,本例にお
いてコンクリート躯体1上面に下面を面接するように水
平平坦面とし,中央にコンクリート躯体1交差方向に長
孔とした,ホールインアンカー等の固定金具30用の長
孔12を透設した底基板11及び該底基板11のコンク
リート躯体1長手方向両端部に起立突設した対向する一
対の湾曲起立ア−ム13を具備するとともに該湾曲起立
ア−ム13の湾曲外壁面を,それぞれコンクリート躯体
1の長手方向外方に向けて上下方向膨出面状に湾曲した
湾曲摺接部14としたものとしてあり,このとき該湾曲
起立ア−ム13の湾曲摺接部14には,それぞれ上下方
向に向けて長孔としたボルト孔15を透設したものとし
てあり,該支柱ブラケットは,アルミ押出材を所定長さ
に切断し,上記透孔12及びボルト孔15を後加工した
左右対称形状にしてアルミ押出材製厚肉一体のものとし
てある。
That is, in this embodiment, the support bracket 10 has a horizontal flat surface so that the lower surface thereof is in contact with the upper surface of the concrete skeleton 1 and has a long hole in the center in the cross direction of the concrete skeleton 1. And a pair of opposing curved upright arms 13 protrudingly provided at both ends of the bottom substrate 11 in the longitudinal direction of the concrete frame 1. The curved outer wall surfaces of the curved arm 13 are formed as curved sliding contact portions 14 which are curved in the vertical bulging surface toward the outside in the longitudinal direction of the concrete skeleton 1 at this time. Each of the contact portions 14 is provided with a bolt hole 15 which is elongated in the vertical direction. 12 and the bolt hole 15 in the post-processing the symmetrical shape is as aluminum extrusions made thick piece.

【0012】このとき支柱ブラケット10の対向する湾
曲起立ア−ム13の最大膨出寸法,即ち湾曲摺接部14
の最大湾曲部の外法寸法は,これを手摺支柱3の上記長
孔とした透孔4を透設した一対の対向壁の内法寸法に合
わせて設定してあり,またボルト孔15は,対向する湾
曲起立ア−ム13間において,一方を上位,他方を下位
にそれぞれ上下方向に偏位して位置させたものとしてあ
る。
At this time, the maximum swelling dimension of the curved upright arm 13 of the support bracket 10, that is, the curved sliding contact portion 14.
The outer dimension of the maximum curved portion is set in accordance with the inner dimension of a pair of opposed walls through which the elongated hole 4 of the handrail support 3 is extended. Between the opposing curved standing arms 13, one is positioned in the upper direction and the other is positioned in the lower position so as to be displaced in the vertical direction.

【0013】このように構成した支柱ブラケット10
は,コンクリート躯体1上面に載置固定して,手摺支柱
3を立設する。
The support bracket 10 constructed as described above.
Is mounted and fixed on the upper surface of the concrete frame 1, and the handrail support 3 is erected.

【0014】支柱ブラケット10の載置固定は,コンク
リート躯体1長手方向の手摺支柱3位置に合わせて,所
定の等間隔に支柱ブラケット10を載置し,その長孔1
2によりコンクリート躯体1交差方向に位置調整して,
該長孔12を介してコンクリート躯体1に穿設した穿孔
2に,ホールインアンカー等の固定金具30を打ち込ん
で固定することによって行うものとしてある。
The support bracket 10 is placed and fixed by placing the support bracket 10 at predetermined regular intervals in accordance with the position of the handrail support 3 in the longitudinal direction of the concrete skeleton 1.
2 Adjust the position of the concrete frame 1 in the cross direction,
The fixing is performed by driving a fixing fitting 30 such as a hole-in anchor into the perforation 2 formed in the concrete skeleton 1 through the long hole 12 and fixing it.

【0015】支柱ブラケット10を介した手摺支柱3の
立設は,手摺支柱3を支柱ブラケット10に被嵌して,
手摺支柱3の対向する内壁面,即ち対向する対向壁の内
壁面を,支柱ブラケット10の上記湾曲摺接部14に摺
接し,手摺支柱3を該支柱ブラケット10に対して回動
傾斜自在とし,併せて手摺支柱3の上下方向に長孔とし
た透孔4の範囲で,高さ調整を行い,固定手段によって
支柱ブラケット10に手摺支柱3を固定し,コンクリー
ト躯体1と手摺支柱3との間に生じることある空隙をシ
ーリング剤35によって閉塞密封することによって,手
摺支柱3が垂直にして他の手摺支柱と同一高さの同高に
立設されるように行うものとしてある。
When the handrail support 3 is erected through the support bracket 10, the handrail support 3 is fitted to the support bracket 10,
The opposing inner wall surface of the handrail support 3, that is, the inner wall surface of the opposing opposing wall is slidably contacted with the curved sliding contact portion 14 of the support bracket 10, and the handrail support 3 is rotatable and tiltable with respect to the support bracket 10. At the same time, the height is adjusted within the range of the through hole 4 which is elongated in the vertical direction of the handrail support 3, and the handrail support 3 is fixed to the support bracket 10 by fixing means, and between the concrete frame 1 and the handrail support 3. The handrail support 3 is made to be vertical and the same height as the other handrail support by being closed and sealed by a sealing agent 35 in a gap which may be generated in the above.

【0016】このとき固定手段は,手摺支柱3の長孔に
よる透孔4,支柱ブラケット10のボルト孔15と,こ
れらを貫通して手摺支柱3の対向壁の外側において締着
する貫通ボルト31と袋ナット33によるものとしてあ
り,上記手摺支柱3の透孔4によって該固定手段は,手
摺支柱3を上下動自在に固定する高さ調整用の固定手段
としてある。
At this time, the fixing means includes a through hole 4 formed by an elongated hole of the handrail support 3, a bolt hole 15 of the support bracket 10, and a penetrating bolt 31 penetrating therethrough and tightening the outer side of the opposing wall of the handrail support 3. The fixing means is a fixing means for height adjustment for fixing the handrail support 3 up and down by the through hole 4 of the handrail support 3.

【0017】従って以上の構成による手摺支柱立設装置
においては,コンクリート躯体1が水平の場合,図3に
示すように支柱ブラケット10は水平に固定され,手摺
支柱3は,必要に応じて高さ調整を行うことによって垂
直同高に立設されることになり,コンクリート躯体1が
図上右下りに傾斜している場合,図4に示すように支柱
ブラケット10は,コンクリート躯体1の傾斜に沿って
傾斜固定され,手摺支柱3を,この支柱ブラケット10
に対して回動傾斜させ,必要に応じて高さ調整を行うこ
とによって,同じく垂直同高に立設されることになる。
またコンクリート躯体1が,逆に図上右上りに傾斜して
いる場合には,支柱ブラケット10が,上記対向する一
体の湾曲起立ア−ム13間で上下に偏位したボルト孔1
5を備えているため,手摺支柱3の上記回動傾斜の方向
を一方向に限定し,上記右下りの傾斜の場合の配置では
この右上りの傾斜に対応できないことになるが,支柱ブ
ラケット10を180°水平方向に反転した状態にして
コンクリート躯体1に固定すれば,支柱ブラケット10
は左右対称形状であり,上記偏位のボルト孔15の位置
は逆になるので,右下りの傾斜の場合と同様にして右上
りの傾斜の場合に対応できることになり,手摺支柱3は
垂直同高に立設される。従ってコンクリート躯体1の傾
斜に対しては,支柱ブラケット10のボルト孔15を傾
斜に合わせて選択的に配置するように支柱ブラケット1
0を設置固定すればよい。
Accordingly, in the handrail support erection device having the above-described configuration, when the concrete frame 1 is horizontal, the support bracket 10 is fixed horizontally as shown in FIG. 3, and the handrail support 3 is raised as required. By performing the adjustment, the concrete skeleton 1 is erected vertically, and when the concrete skeleton 1 is inclined downward to the right in the figure, the support bracket 10 is moved along the inclination of the concrete skeleton 1 as shown in FIG. The handrail support 3 is fixed to the support bracket 10 by tilting.
By rotating and tilting with respect to, and adjusting the height as needed, the same vertical stand is provided.
On the other hand, when the concrete frame 1 is inclined to the upper right in the drawing, the column bracket 10 is displaced up and down between the opposed integral rising arms 13.
5, the direction of the tilting of the handrail support 3 is limited to one direction, and the arrangement in the case of the right-downward inclination cannot cope with this upper-right inclination. Is fixed to the concrete skeleton 1 in a state where it is turned 180 ° in the horizontal direction.
Has a symmetrical shape, and the position of the above-mentioned offset bolt hole 15 is reversed, so that it is possible to cope with the case of tilting to the upper right as in the case of tilting to the right, and the handrail support 3 is vertically aligned. It is erected high. Therefore, when the concrete frame 1 is inclined, the bolt holes 15 of the column bracket 10 are selectively arranged in accordance with the inclination.
0 may be set and fixed.

【0018】以上のように本例の手摺支柱立設装置は,
コンクリート躯体1が,現場施工であることに起因し,
又は長年月の構造荷重に起因して,その長手方向に波打
ちを呈している場合にでも,手摺支柱3を垂直同高に立
設し,手摺を容易且つ確実に設置できる。
As described above, the handrail supporting device according to the present embodiment is
Due to the fact that the concrete skeleton 1 was constructed on site,
Alternatively, even in the case where wavy waves are present in the longitudinal direction due to structural loads over many years, the handrail posts 3 can be erected vertically and at the same height, and the handrails can be easily and reliably installed.

【0019】図6乃至図9は,上記例に対して,支柱ブ
ラケット10に,別体の下端カバー16を追加的に配設
し,手摺支柱3下端を被覆した例を示したもので,下端
カバー16は,支柱ブラケット10から手摺支柱下端外
方に張出して上方に屈曲する手摺支柱下端被覆用として
あり,本例にあってこの下端カバー16は,支柱ブラケ
ット10の底基板11を載置するとともに手摺支柱3の
形状に合わせてこれよりやや外方に突出状に張出した方
形又は矩形の基板17と,該基板17の周縁から上方に
内向き傾斜状に屈曲した裁頭低角錐状にして,上端を手
摺支柱3の外形寸法に合わせて開口した傾斜周壁19と
を備えて,アルミ鋳物等による金属鋳造又は合成樹脂の
射出成型により一体に成型したものとしてある。
FIGS. 6 to 9 show an example in which a separate lower end cover 16 is additionally provided on the column bracket 10 to cover the lower end of the handrail column 3 with respect to the above example. The cover 16 is used to cover the lower end of the handrail support that projects outward from the lower end of the support rail 10 and is bent upward. In this example, the lower cover 16 mounts the bottom substrate 11 of the support bracket 10. At the same time, a rectangular or rectangular substrate 17 which protrudes slightly outward from the handrail support 3 in accordance with the shape of the handrail support 3 and a truncated low pyramid bent upward and inwardly from the periphery of the substrate 17 are formed. And an inclined peripheral wall 19 whose upper end is opened according to the external dimensions of the handrail support 3 and is integrally formed by metal casting using an aluminum casting or the like or injection molding of a synthetic resin.

【0020】本例の下端カバー16を用いる場合には,
該下端カバー16を,コンクリート躯体1の上面と支柱
ブラケット10間に介設して支柱ブラケット10をホー
ルインアンカー等の固定金具30によって固定する以外
は上記と同様に手摺支柱3を立設するようにすればよ
く,この場合下端カバー16は,コンクリート躯体1と
手摺支柱3下端に生じることある空隙を,その傾斜周壁
19が手摺支柱3にこれを抱持状に当接又は近接して閉
塞するから,上記シーリング剤35の処理を不要とする
一方,極めて外観の良好な手摺支柱立設装置とすること
ができる。なお図中18は下端カバー16のコンクリー
ト躯体1長手方向に位置調整自在とするように長孔とし
た,ホールインアンカー等の固定金具30用透孔であ
る。
When the lower end cover 16 of this embodiment is used,
The handrail support 3 is erected in the same manner as described above, except that the lower end cover 16 is interposed between the upper surface of the concrete frame 1 and the support bracket 10 and the support bracket 10 is fixed by a fixing bracket 30 such as a hole-in anchor. In this case, the lower end cover 16 closes a gap that may be formed between the concrete frame 1 and the lower end of the handrail support 3 by the inclined peripheral wall 19 abutting or approaching the handrail support 3 in a holding state. This eliminates the need for the treatment of the sealing agent 35 and makes it possible to provide a handrail support upright device having an extremely good appearance. In the figure, reference numeral 18 denotes a through hole for a fixing bracket 30, such as a hole-in anchor, which is formed as an elongated hole so that the position of the lower end cover 16 in the longitudinal direction of the concrete frame 1 can be adjusted.

【0021】図10及び図11は,上記例に対して,支
柱ブラケット10と手摺支柱3間に回動部材20を追加
的に介設した例であり,回動部材20は,支柱ブラケッ
ト10の湾曲摺接部14を回動摺接自在に被嵌し,手摺
支柱3の対向する対向壁の内壁面間に嵌合し,上下動自
在に固定する高さ調整用の固定手段により支柱ブラケッ
ト10に回動部材20と手摺支柱3を,同様に高さ調整
自在に固定するものとしてあり,本例にあって,この回
動部材20は,手摺支柱3の上記対向する対向壁の内壁
面に面接して摺接し,下方を先細状に薄肉化した一対の
対向基壁21と,これら対向基壁間に上向き湾曲した湾
曲ブリッジ23とを備えるとともに湾曲ブリッジ23の
下面側に下端開放にして拡開状のブラケット受入部24
を,またこのブラケット受入部24上方に半円状の被嵌
摺接部25を備える一方,対向基壁21の被嵌摺接部2
5部位には,ボルト径に添う形状にして円形の透孔22
を,湾曲ブリッジ23には,幅広の開口26を透設した
上記支柱ブラケット10と同様なアルミ押出材製一体の
ものとしてある。
FIGS. 10 and 11 show an example in which a turning member 20 is additionally provided between the support bracket 10 and the handrail support 3 in the above example. The curved sliding contact portion 14 is rotatably slidably fitted, fitted between the inner walls of the opposing walls of the handrail support 3, and fixed up and down so as to be movable up and down. In the present embodiment, the turning member 20 and the handrail support 3 are fixed so as to be freely adjustable in height. In this embodiment, the turning member 20 is provided on the inner wall surface of the opposing opposing wall of the handrail support 3. A pair of opposed base walls 21, which are in sliding contact with each other and tapered downward, are provided with a curved bridge 23 curved upwardly between the opposed base walls, and a lower end side of the curved bridge 23 is opened at the lower end to expand. Open bracket receiving portion 24
And a semi-circular slidable contact portion 25 above the bracket receiving portion 24, and a slidable contact portion 2 of the opposing base wall 21.
The five holes have circular through holes 22 that are shaped to match the bolt diameter.
The bent bridge 23 is made of an extruded aluminum material similar to the column bracket 10 having the wide opening 26 penetrated therethrough.

【0022】本例の回動部材20を用いる場合には,支
柱ブラケット10を,上記例に比して一対の湾曲起立ア
−ム13の間隔を狭小化するように形成し,該支柱ブラ
ケット10の湾曲摺接部14に被嵌して,回動摺接自在
とし,この回動部材20を嵌合する手摺支柱3とともに
これら三者を上記貫通ボルト31と袋ナット33により
固定するようにすればよい。このとき本例の手摺支柱立
設装置あって固定手段は,上記に加えて,対向基壁21
の透孔22を含むものとされるので,手摺支柱3は上記
と同様,必要な高さ調整を行うことができ,同じく手摺
支柱3は垂直同高に立設されることになる。
When the rotating member 20 of this embodiment is used, the column bracket 10 is formed so as to make the interval between the pair of curved upright arms 13 narrower than that of the above-described example. The sliding member is fitted to the curved sliding contact portion 14 so as to be rotatable and slidable, and these three members are fixed by the through bolt 31 and the cap nut 33 together with the handrail support 3 to which the rotating member 20 is fitted. I just need. At this time, in the apparatus for erecting the handrail support of this example, the fixing means is, in addition to the above, provided with the opposed base wall 21.
As described above, the handrail support 3 can be adjusted to the required height in the same manner as described above, and the handrail support 3 is also set up vertically at the same height.

【0023】図12は,支柱ブラケット10の他の例を
示し,また固定手段の他の例を示したもので,本例にあ
って支柱ブラケット10は,対向する湾曲起立ア−ム1
3間を連結壁27によって連結して上方開口の箱状とし
且つ下端カバー16をこの支柱ブラケット10の底基板
11を手摺支柱3下端外方に張出して,上方に屈曲する
ことによって該支柱ブラケット10と一体に,例えばア
ルミ鋳物による金属鋳造一体のものとしてある。
FIG. 12 shows another example of the column bracket 10 and another example of the fixing means. In this example, the column bracket 10 is provided with the opposed curved upright arm 1.
3 are connected by a connecting wall 27 to form a box having an upper opening, and the lower end cover 16 is formed by projecting the bottom substrate 11 of the support bracket 10 outwardly from the lower end of the handrail support 3 and bending upward to bend upward. For example, it is a metal casting integrated with an aluminum casting.

【0024】また本例にあって固定手段は,上記例の手
摺支柱3における長孔とした透孔に代えて,手摺支柱3
の下端開放にして上方に向うスリット状のネジ溝5を用
い,貫通ボルトと袋ナットに代えて,一対の短寸ボルト
32と袋ナット33を用いたものとしてあり,即ち本例
にあっては,支柱ブラケット10のボルト孔15の内側
からそれぞれ外方に短寸ボルト32をセットし,該短寸
ボルト32を上記ネジ溝5に通すようにして,手摺支柱
3によって支柱ブラケット10を被嵌し,手摺支柱3を
垂直とし併せて必要な高さ調整を行った後,手摺支柱3
の対向壁の外側においてそれぞれ袋ナット33を締着し
て,高さ調整自在に固定するようにしてあり,本例によ
っても手摺支柱3は垂直同高に立設されることになる。
Further, in this embodiment, the fixing means is replaced with the handrail post 3 instead of the elongated hole in the handrail post 3 of the above embodiment.
In this example, a pair of short bolts 32 and cap nuts 33 are used in place of the through bolts and cap nuts, using a slit-shaped screw groove 5 facing upward and opening the lower end of the pipe. A short bolt 32 is set outwardly from the inside of the bolt hole 15 of the support bracket 10, and the short bolt 32 is passed through the screw groove 5, and the support bracket 10 is fitted with the handrail support 3. After the necessary height adjustment is performed together with the handrail support 3 being vertical, the handrail support 3
Each of the cap nuts 33 is fastened to the outside of the opposite wall to be fixed so that the height can be adjusted. According to this embodiment, the handrail posts 3 are also set up vertically.

【0025】図13は,更に固定手段の他の例を示した
もので,本例にあってこの固定手段は,支柱ブラケット
10の厚肉化した湾曲起立ア−ム13と,手摺支柱3の
対向する対向壁と,手摺支柱3の対向壁外側から,これ
らにネジ切り状に螺入して,これらを一体的に固定する
ネジ34によるものとしてあり,本例にあっては,同じ
く手摺支柱3を支柱ブラケット10の対向する湾曲起立
ア−ム13を被嵌して,手摺支柱3を垂直とし,必要な
高さ調整を行い,上記ネジ34を螺入することによっ
て,同様に手摺支柱3は垂直同高に立設されることにな
り,従ってこの固定手段も高さ調整自在のものとされ
る。
FIG. 13 shows still another example of the fixing means. In this example, the fixing means comprises a thicker curved upright arm 13 of the column bracket 10 and a handrail column 3. A screw 34 is screwed into the opposing wall and the outside of the opposing wall of the handrail support 3 in a threaded manner to fix them integrally. In this example, the handrail support is also used. 3 is fitted with the facing upright arm 13 of the support bracket 10, the handrail support 3 is made vertical, the required height is adjusted, and the screw 34 is screwed into the handrail support 3 in the same manner. Are set up vertically at the same height, so that the fixing means is also adjustable in height.

【0026】図6乃至図13のその余は上記例と変らな
いので,それぞれ同一符号を付してその重複する説明を
省略する。
Since the remainder of FIGS. 6 to 13 is the same as the above example, the same reference numerals are assigned to them, and the duplicate description will be omitted.

【0027】図示した例は以上のとおりとしたが,湾曲
摺接部を微細の水平リブを付した湾曲外壁面とするこ
と,回動部材を用いるとき,この回動部材の被嵌摺接部
も同様として相互に微調整自在の嵌係合を得られるよう
にすること,支柱ブラケットに下端カバーを設けると
き,下端カバーを対向する対向壁と平行な2面用とし
て,支柱ブラケットと一体に,例えばアルミ押出材製に
よって構成すること,このとき必要に応じて他の2面用
別体の下端カバーを別途用いること,下端カバーの起立
壁を,上記傾斜周壁に代えて,逆L字状,C字状等の周
壁又は2面壁とすること等を含めて,本発明の実施に当
って,支柱ブラケット,嵌入壁,湾曲摺接部,手摺支
柱,固定手段,必要に応じて使用することある下端カバ
ー,回動部材の各具体的材質,形状,構造,寸法,数,
これらの関係,これらに対する付加等は,上記各発明の
要旨に反しない限り様々に変更でき,以上に具体的に示
したものに限定する必要はない。
Although the illustrated example is as described above, the curved sliding contact portion is a curved outer wall surface with fine horizontal ribs. When a rotating member is used, the sliding contact portion of the rotating member is used. In the same manner, it is possible to obtain a finely adjustable fitting engagement with each other. When the lower end cover is provided on the column bracket, the lower end cover is used for two surfaces parallel to the opposing wall, and is integrally formed with the column bracket. For example, it is made of an extruded aluminum material. At this time, if necessary, a separate lower end cover for the other two surfaces is separately used. In the practice of the present invention, including the use of a C-shaped peripheral wall or a two-sided wall, etc., the present invention may be used as required, such as a support bracket, a fitting wall, a curved sliding contact portion, a handrail support, fixing means, and as required. Specific materials for lower end cover and rotating member , Shape, structure, size, number,
These relationships, additions to them, and the like can be variously modified without departing from the gist of each of the inventions described above, and need not be limited to those specifically described above.

【0028】[0028]

【発明の効果】本発明は以上のとおり構成したから,請
求項1は,コンクリート躯体の傾斜に対応するとともに
コンクリ−ト躯体面の高さの異りに対応し,支柱ブラケ
ットを用いて簡易且つ確実に傾斜を吸収し,手摺支柱を
垂直に立設することができるとともに手摺支柱の高さ調
整を行い,手摺支柱を垂直同高に立設することができる
手摺支柱立設装置とし得る。
Since the present invention is constructed as described above, the first aspect of the present invention corresponds to the inclination of the concrete skeleton and the difference in the height of the concrete skeleton surface. It is possible to obtain a handrail support upright device that can reliably absorb the inclination, can vertically install the handrail support, can adjust the height of the handrail support, and can vertically install the handrail support at the same height.

【0029】請求項2は,上記に加えて,手摺支柱の下
端が露出するのを防止し,外観の良好な手摺支柱立設装
置とし得る。
According to a second aspect of the present invention, in addition to the above, it is possible to prevent the lower end of the handrail support from being exposed and to provide a handrail support standing device having a good appearance.

【0030】請求項3は,請求項1及び2と同様に手摺
支柱を垂直同高に立設することができる手摺支柱立設装
置を提供し得る。
According to a third aspect of the present invention, there can be provided a handrail support erecting device capable of vertically erecting the handrail support similarly to the first and second aspects.

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

【図1】手摺支柱立設装置の分解斜視図FIG. 1 is an exploded perspective view of a handrail support standing device.

【図2】手摺支柱の立設状態を示す横断面図FIG. 2 is a cross-sectional view showing a standing state of a handrail support.

【図3】手摺支柱の立設状態を示す縦断面図FIG. 3 is a vertical sectional view showing a standing state of a handrail support.

【図4】傾斜したコンクリート躯体に対する手摺支柱の
立設状態を示す縦断面図
FIG. 4 is a vertical cross-sectional view showing an upright state of a handrail support with respect to an inclined concrete body.

【図5】傾斜したコンクリート躯体に対する手摺支柱の
立設状態を示す縦断面図
FIG. 5 is a longitudinal sectional view showing a standing state of a handrail support with respect to an inclined concrete body.

【図6】手摺支柱立設装置の他の例を示す分解斜視図FIG. 6 is an exploded perspective view showing another example of the handrail support upright device.

【図7】手摺支柱の立設状態を示す横断面図FIG. 7 is a cross-sectional view showing a standing state of a handrail support.

【図8】手摺支柱の立設状態を示す縦断面図FIG. 8 is a longitudinal sectional view showing a standing state of a handrail support.

【図9】傾斜したコンクリート躯体に対する手摺支柱の
立設状態を示す縦断面図
FIG. 9 is a vertical cross-sectional view showing a standing state of a handrail support with respect to an inclined concrete body.

【図10】手摺支柱立設装置の他の例を示す分解斜視図FIG. 10 is an exploded perspective view showing another example of the handrail support upright device.

【図11】傾斜したコンクリート躯体に対する手摺支柱
の立設状態を示す縦断面図
FIG. 11 is a longitudinal sectional view showing a standing state of a handrail support with respect to an inclined concrete skeleton.

【図12】手摺支柱立設装置の他の例を示す分解斜視図FIG. 12 is an exploded perspective view showing another example of the handrail support upright device.

【図13】固定手段の他の例を示す縦断面図FIG. 13 is a longitudinal sectional view showing another example of the fixing means.

【符号の説明】[Explanation of symbols]

1 コンクリート躯体 3 手摺支柱 10 支柱ブラケット 13 湾曲起立ア−ム 14 湾曲摺接部 16 下端カバー 20 回動部材 25 被嵌摺接部 30 固定金具 31 貫通ボルト 32 短寸ボルト 33 ナット 34 ネジ DESCRIPTION OF SYMBOLS 1 Concrete skeleton 3 Handrail support 10 Support bracket 13 Curved rising arm 14 Curved sliding contact part 16 Lower end cover 20 Rotating member 25 Fitted sliding contact part 30 Fixture 31 Through bolt 32 Short bolt 33 Nut 34 Screw

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 固定金具用の長孔を透設した底基板及び
該底基板のコンクリ−ト躯体長手方向両端部に起立突設
した対向する一体の湾曲起立ア−ムを具備するとともに
該湾曲起立ア−ムの湾曲外壁面をそれぞれコンクリ−ト
躯体長手方向外方に向けて上下方向に湾曲する湾曲摺接
部としたコンクリート躯体固定用の支柱ブラケットと,
該支柱ブラケットの対向する一体の湾曲起立ア−ムを被
嵌することによって対向する対向壁の内壁面を上記湾曲
摺接部に摺接して該支柱ブラケットに対して回動傾斜自
在とした中空の手摺支柱と,支柱ブラケットに手摺支柱
を上下動自在に固定する高さ調整用の固定手段とを備え
てなることを特徴とする手摺支柱立設装置。
1. A bottom substrate having an elongated hole for a fixing bracket, and opposed opposed curved rising arms provided on both ends of the bottom substrate in the longitudinal direction of a concrete frame. A support bracket for fixing a concrete frame, wherein the curved outer wall surfaces of the standing arm each have a curved sliding contact portion which curves in the vertical direction toward the outside in the longitudinal direction of the concrete frame;
An inner wall of the opposing opposing wall is slidably contacted with the curved sliding contact portion by fitting the opposing integral curved upright arm of the column bracket so as to be rotatable and tiltable with respect to the column bracket. A handrail support standing device comprising a handrail support and a height adjusting fixing means for vertically fixing the handrail support to a support bracket.
【請求項2】上記支柱ブラケットに,手摺支柱下端外方
に張出して上方に屈曲する手摺支柱下端被覆用にして該
支柱ブラケットに一体又は別体の下端カバーを追加的に
配設してなることを特徴とする請求項1又は2の手摺支
柱立設装置。
2. The support bracket according to claim 1, wherein said support bracket is provided with an integral or separate lower end cover for covering the lower end of the handrail support which projects outwardly from the lower end of the handrail support and is bent upward. The handrail support upright device according to claim 1 or 2, wherein:
【請求項3】上記支柱ブラケットと手摺支柱間に,支柱
ブラケットの湾曲摺接部を回動摺接自在に被嵌し,手摺
支柱の対向する対向壁の内壁面間に嵌合する回動部材を
追加的に介設し,上下動自在に固定する高さ調整用の固
定手段により支柱ブラケットに回動部材と手摺支柱とを
固定してなることを特徴とする請求項1,又は2の手摺
支柱立設装置。
3. A rotating member which fits between the support bracket and the handrail support so that the curved sliding contact portion of the support bracket is rotatable and slidable, and fits between the inner walls of the opposing walls of the handrail support. 3. The handrail according to claim 1, further comprising: a pivoting member and a handrail support fixed to the support bracket by height adjusting fixing means for vertically fixing the handrail. Prop standing device.
JP24776697A 1997-08-28 1997-08-28 Erecting device for handrail support Pending JPH10115065A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24776697A JPH10115065A (en) 1997-08-28 1997-08-28 Erecting device for handrail support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24776697A JPH10115065A (en) 1997-08-28 1997-08-28 Erecting device for handrail support

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP6059969A Division JP3017011B2 (en) 1994-03-04 1994-03-04 Handrail support erecting device

Publications (1)

Publication Number Publication Date
JPH10115065A true JPH10115065A (en) 1998-05-06

Family

ID=17168345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24776697A Pending JPH10115065A (en) 1997-08-28 1997-08-28 Erecting device for handrail support

Country Status (1)

Country Link
JP (1) JPH10115065A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008174922A (en) * 2007-01-17 2008-07-31 Hakusui Kosan Kk Fixing structure of support leg

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008174922A (en) * 2007-01-17 2008-07-31 Hakusui Kosan Kk Fixing structure of support leg

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