JP2631083B2 - Handrail support bracket - Google Patents

Handrail support bracket

Info

Publication number
JP2631083B2
JP2631083B2 JP6043090A JP4309094A JP2631083B2 JP 2631083 B2 JP2631083 B2 JP 2631083B2 JP 6043090 A JP6043090 A JP 6043090A JP 4309094 A JP4309094 A JP 4309094A JP 2631083 B2 JP2631083 B2 JP 2631083B2
Authority
JP
Japan
Prior art keywords
handrail support
handrail
substrate
upright
directly
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.)
Expired - Fee Related
Application number
JP6043090A
Other languages
Japanese (ja)
Other versions
JPH07229262A (en
Inventor
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.)
SUWAN SHOJI KK
Original Assignee
SUWAN SHOJI 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 SUWAN SHOJI KK filed Critical SUWAN SHOJI KK
Priority to JP6043090A priority Critical patent/JP2631083B2/en
Publication of JPH07229262A publication Critical patent/JPH07229262A/en
Application granted granted Critical
Publication of JP2631083B2 publication Critical patent/JP2631083B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

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,ベランダ,廊下,屋上
パラペット等に手摺を設置するために用いる直付手摺支
柱ブラケットに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a directly attached handrail support bracket used for installing handrails on a veranda, a corridor, a rooftop parapet, or the like.

【0002】[0002]

【従来の技術】この種手摺を設置するには,一般に手摺
支柱下端をコンクリート躯体に直接に埋込み固定する
か,直付用の手摺支柱ブラケットを用い,これをコンク
リート躯体上面に載置固定し,その手摺支柱挿入部に手
摺支柱下端を挿入固定することによって行うものとされ
る。
2. Description of the Related Art In order to install this type of handrail, generally, the lower end of the handrail post is directly embedded and fixed in the concrete frame, or a handrail post bracket for direct attachment is used, and this is mounted and fixed on the upper surface of the concrete frame. This is performed by inserting and fixing the lower end of the handrail support into the handrail support insertion portion.

【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直接に埋込み固定するもの
とした場合,コンクリート躯体と手摺材質のアルミとの
熱膨張率の違いによる手摺の変形や手摺支柱のアルカリ
腐食といった問題点を招くことになり,一方,手摺支柱
ブラケットを用いるようにした場合には,このような問
題点を解消し得るが,一方で手摺の設置対象とするコン
クリート躯体の状態によって設置をなし得ないことが頻
繁に生じる。
However, when the lower end of the handrail post is directly embedded in and fixed to the concrete frame, deformation of the handrail due to the difference in the coefficient of thermal expansion between the concrete frame and the aluminum of the handrail material, and the handrail post will not work. Problems such as alkali corrosion may be caused. On the other hand, if a handrail support bracket is used, such problems can be solved. It often happens that you cannot do this.

【0004】即ち手摺支柱ブラケットを用いる場合に
は,コンクリート躯体が長手方向に同一高さ,同一水平
又は傾斜面を有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た現場施行の
ものとされるから,長手方向に凹凸面をなすように波打
ったり,交差方向に傾斜したり,傾斜角度が異ったりし
ていることが多く,また手摺を改修する必要がある,特
に既設の建物にあっては,長年月に亘る構造荷重を受け
ることにより梁が垂れ下り,上記コンクリート躯体の波
打ちが更に促進されていることが多く,更には手摺支柱
ブラケット固定用のコンクリート固定金具がコンクリー
ト躯体中の砂利の存在によって用いえず,その固定位置
を変える必要に迫られる場合も多く,このようなコンク
リート躯体に手摺支柱ブラケットを用いると,コンクリ
ート躯体長手方向に手摺支柱ブラケットの高さ,位置,
その手摺支柱挿入部の向きが区々に不揃いとなり,垂直
且つコンクリート躯体長手方向に一連一体とされる手摺
支柱の挿入固定を行い得ないことになる。
That is, when a handrail support bracket is used, it is indispensable that the concrete skeleton has the same height, the same horizontal or inclined surface in the longitudinal direction. Therefore, it is often wavy, uneven in the cross direction, and the angle of inclination is different in the longitudinal direction, and it is necessary to repair the handrail. In many buildings, the beams fall down due to the structural load over many months, and the undulation of the concrete frame is often further promoted. Because of the presence of gravel in the skeleton, it is often impossible to use it and it is necessary to change its fixing position. With bracket, concrete skeleton longitudinally handrail strut bracket height, position,
The orientation of the handrail support insertion section becomes uneven in various sections, and it becomes impossible to insert and fix the handrail support that is vertically and integrally formed in the longitudinal direction of the concrete frame.

【0005】コンクリート躯体が長手方向に同一高さ,
同一の水平又は傾斜面をなしていることは少いから,殆
んどの場合には上記問題点があっても手摺支柱下端を埋
込み固定することによって手摺を設置しているのが実情
であり,一方,手摺支柱ブラケットを敢えて用いるに
は,コンクリート躯体のモルタル補修等を必要とするこ
とになるのが実情である。
[0005] The concrete body has the same height in the longitudinal direction,
Since it is rare to form the same horizontal or inclined surface, in most cases, even in the case of the above problems, it is a fact that the handrail is installed by embedding and fixing the lower end of the handrail support. On the other hand, in order to use the handrail support bracket, it is necessary to repair the concrete mortar.

【0006】本発明はかかる事情に鑑みてなされたもの
で,その課題とする処は,コンクリート躯体の状況の如
何を問わず手摺を設置可能とする直付手摺支柱ブラケッ
トを提供するにある。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a directly attached handrail support bracket capable of installing handrails regardless of the condition of a concrete frame.

【0007】[0007]

【課題を解決するための手段】そこで本発明は手摺支柱
ブラケットを,コンクリート躯体上面に載置固定する直
付基体と,手摺支柱下端に固定配設する支柱固定部材の
複数部材に区分するとともに,直付基体に支柱固定部材
を,高さ調整自在,傾斜調整自在に支持固定し得るよう
に,直付基体に起立配設した複数の起立ボルトを,支柱
固定部材の,位置可変の昇降傾斜基板を兼ねるようにし
た張出し基板の長孔に挿通させ,起立ボルトに螺装した
挟着ナットにより張出し基板を挟着固定するものとし,
これによりコンクリート躯体の状況に応じて支柱固定部
材の高さ位置と傾斜角度を変え,常に手摺支柱をコンク
リート躯体長手方向に同高垂直に起立固定し得るように
したものであって,即ち本発明請求項1は,直付基板と
該直付基板から上方に一体突設し,手摺支柱挿入部を対
向2面で区画する対向一対の起立壁とを具備して,コン
クリート躯体上面に載置固定する直付基体と,該直付基
体の上記直付基板に起立配設し,それぞれ支承受止用と
締着用とを上下に対とする挟着ナットを螺装した離隔複
数の起立ボルトと,手摺支柱挿入部を他の対向2面で区
画し又は手摺支柱に嵌入するように上記対向一体の起立
壁間に介装して,手摺支柱の下端に張出し状に固定配設
し,その張出し基板に起立ボルト位置に対応する起立ボ
ルト挿通用の長孔を透設具備して該張出し基板を上記挟
着ナットによる挟着固定用とした支柱固定部材とを備え
てなることを特徴とする直付手摺支柱ブラケットに係り
且つこれらをそれぞれ発明の要旨として上記課題解決の
手段とするものである。
SUMMARY OF THE INVENTION Accordingly, the present invention divides a handrail support bracket into a plurality of members, a direct mounting base mounted and fixed on the upper surface of a concrete frame, and a support fixing member fixedly disposed at the lower end of the handrail support. A plurality of upright bolts erected on the directly attached base are mounted on the directly attached base so as to be supported and fixed to the directly attached base so that the height can be adjusted and the inclination can be freely adjusted. The extension board is inserted into the elongated hole of the extension board which also serves as a pin, and the extension board is clamped and fixed by a clamping nut screwed on the upright bolt.
Thus, the height position and the inclination angle of the column fixing member are changed according to the condition of the concrete frame, so that the handrail column can be always fixed upright and vertically in the longitudinal direction of the concrete frame. Claim 1 comprises a directly mounted substrate and a pair of opposed upright walls projecting upward from the directly mounted substrate and partitioning the handrail support insertion portion by two opposed surfaces, and is mounted and fixed on the upper surface of the concrete frame. A plurality of stand-up bolts, which are vertically mounted on the above-mentioned base plate of the base body, and which are screwed with pinching nuts each of which is vertically paired for receiving and tightening the bearing; The handrail support insertion portion is divided between the other two opposing surfaces or is interposed between the opposed integral upright walls so as to fit into the handrail support, and is fixedly disposed at the lower end of the handrail support in a projecting manner. Slot for upright bolt insertion corresponding to the upright bolt position The present invention relates to a directly attached handrail support bracket, characterized by comprising a transparent fixing member for fixing the overhang substrate to the support nut by the support nut. It is a means of solution.

【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6においてAは直付手
摺支柱ブラケット,Bは,例えばベランダ,廊下の立上
り壁或いは屋上パラペットのように手摺設置のベースを
なすコンクリート躯体,Cは,該コンクリート躯体B長
手方向に設置される図示省略のアルミ手摺において所定
間隔に設け,本例にあってはアルミ製中空角柱パイプと
した手摺支柱をそれぞれ示す。
DETAILED 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 6, A is a directly attached handrail support bracket, and B is, for example, a veranda, a rising wall in a corridor or a roof parapet. As described above, the concrete skeleton C serving as a base for installing the handrail is provided at a predetermined interval in an aluminum handrail (not shown) installed in the longitudinal direction of the concrete skeleton B, and in this example, a handrail support made of an aluminum hollow prismatic pipe. Are respectively shown.

【0009】直付手摺ブラケットAは,コンクリート躯
体B上面に載置固定するアルミ鋳物製の直付基体1と,
この直付基体1に対して高さ調整自在,傾斜調整自在に
支持固定するようにした一対のアルミ鋳物製又はアルミ
押出材製の支柱固定部材20との区分した,本例におい
て3区分した部材を備えたものとしてある。
The directly attached handrail bracket A includes a directly attached base 1 made of aluminum casting, which is mounted and fixed on the upper surface of the concrete frame B.
In this example, three members are divided into a pair of a pillar fixing member 20 made of an aluminum casting or an extruded aluminum material which is supported and fixed to the directly attached base 1 so that the height can be adjusted and the inclination can be adjusted. It is provided with.

【0010】本例において直付基体1は,直付基板2と
該直付基板2から上方に一体突設し,手摺支柱挿入部8
を対向2面で区画する対向一対の起立壁7を備えるとと
もに,一対の起立壁7の非対向側,本例においてコンク
リート躯体B長手方向に突出するようにそれぞれ直付基
板2を延設し,40〜70mmのうちから好ましい50
mmの芯々間隔を有する各一対にしてコンクリート躯体
Bの幅方向に向けた長孔10を透設した延設基板9を備
え,また一対の起立壁7と一体に連続するように上記直
付基板2及び延設基板9の各両側端には,それぞれ対向
するとともに対向面に上端から下方に向う溝状のガイド
条14を有する被覆壁12,13を備えたものとしてあ
る。
In this embodiment, the directly-attached base 1 is integrally protruded from the directly-attached substrate 2 and the directly-attached substrate 2, and the handrail support insertion portion 8 is provided.
Are provided with a pair of opposed upright walls 7 which are divided into two facing surfaces, and the directly attached substrates 2 are respectively extended so as to protrude in the longitudinal direction of the concrete frame B in the non-opposite sides of the pair of upright walls 7 in this example. 50 which is preferable from 40 to 70 mm
a pair of elongated boards 9 each having a center-to-center spacing of 1 mm and having a long hole 10 extending in the width direction of the concrete skeleton B. 2 and the extension substrate 9 are provided with coating walls 12 and 13 having groove-shaped guide strips 14 facing each other and facing downward from the upper end on the opposite surface.

【0011】直付基板2は,上面を傾斜面としたコンク
リート躯体B用に下面を傾斜させた厚肉のものとする一
方,その上記各対向する被覆壁12間位置にボルト孔3
を透設し,該ボルト孔3から上方に向けて起立した離隔
一対の起立ボルト4を一体的に植立して備えたものとし
てある。
The directly attached substrate 2 is made of a thick wall having a lower surface inclined for a concrete frame B having an upper surface inclined, and a bolt hole 3 is provided at a position between the opposed covering walls 12.
And a pair of spaced upright bolts 4 standing upward from the bolt holes 3 are integrally planted.

【0012】このとき起立ボルト4のボルト頭は,直付
基板2の肉厚内に収まるようにその裏面側に嵌合固定し
たものとして,直付基板2裏面から突出することのない
ようにする一方,各起立ボルト4にはそれぞれ支承受止
用と締着用とを上下に対とする各一対のナットによる挟
着ナット5を螺装したものとしてある。
At this time, the bolt head of the upright bolt 4 is fitted and fixed to the rear surface side so as to fit within the thickness of the directly mounted substrate 2 so as not to protrude from the rear surface of the directly mounted substrate 2. On the other hand, each of the upright bolts 4 is screwed with a clamping nut 5 formed by a pair of nuts each of which is vertically paired for receiving and tightening the bearing.

【0013】一方,支柱固定部材20は,厚肉の張出し
基板21と支柱添設基板23とをL字状とするとともに
支柱添設基板23の下方に薄肉化した同じくL字状の支
柱係止片24を一体に備えたものとしてあり,また張出
し基板21には上記起立ボルト位置に対応する起立ボル
ト4挿通用の長孔24を,本例においてコンクリート躯
体Bの幅方向に長孔となるように透設具備したものと
し,該張出し基板21を起立ボルト4に螺装した挟着ナ
ット5による挟着固定用とするようにしてある。
On the other hand, the strut fixing member 20 is a L-shaped strut having a thick overhanging substrate 21 and a strut-attached substrate 23, and having a thinner thickness below the strut-attached substrate 23. A piece 24 is integrally provided, and an elongated hole 24 for inserting the upright bolt 4 corresponding to the above-mentioned upright bolt position is formed in the overhang substrate 21 so as to be an elongated hole in the width direction of the concrete frame B in this example. The overhang substrate 21 is used for clamping and fixing by a clamping nut 5 screwed to the upright bolt 4.

【0014】本例の直付手摺支柱ブラケットAにあって
は,直付基体1をコンクリート躯体Bの上面に,起立ボ
ルト4がその幅方向端部側に位置するように所定間隔に
配置し,必要に応じた幅方向の調整を行った上,延設基
板9の各一対の長孔10を介してホールインアンカーを
コンクリート躯体B上面から打ち込む等コンクリート用
固定金具11によりこれをコンクリート躯体Bに載置固
定する一方,手摺支柱C下端縁に支柱係止片24を引掛
係止するように,各支柱添設基板23と手摺支柱Cと
を,手摺支柱Cの透孔を介してボルトナット等の固定金
具29によって固定して手摺支柱C下端に支柱固定部材
20を張出し状に固定配設し,上記載置固定した直付基
体1の手摺支柱挿入部8を他の対向2面で区画するよう
に上記対向一対の起立壁7間にそれぞれ介装して配設す
るようにし,また直付基体1の起立ボルト4に螺装した
挟着ナット5を位置調整することによって,上記介装し
た一対の支柱固定部材20の張出し基板21が水平とな
るように挟着固定する如くにして用いればよい。
In the directly attached handrail support bracket A of the present embodiment, the directly attached base 1 is arranged on the upper surface of the concrete frame B at predetermined intervals so that the upright bolts 4 are located at the widthwise ends. After making adjustments in the width direction as necessary, a concrete fixing bracket 11 such as driving a hole-in anchor from the upper surface of the concrete skeleton B through a pair of long holes 10 of the extension board 9 and attaching the hole-in anchor to the concrete skeleton B The supporting board 23 and the handrail support C are connected to the handrail support C through the through hole of the handrail support C so that the support locking piece 24 is hooked and locked at the lower end edge of the handrail support C while the mounting and fixing is performed. And a column fixing member 20 is fixedly disposed in a protruding manner at the lower end of the handrail column C, and the handrail column insertion portion 8 of the directly attached base 1 is partitioned by the other two opposing surfaces. So that the pair of opposing By interposing and interposing between the walls 7 and adjusting the position of the clamping nut 5 screwed on the upright bolt 4 of the directly attached base 1, the pair of interposed column fixing members 20 can be adjusted. The overhang substrate 21 may be used so as to be sandwiched and fixed so as to be horizontal.

【0015】このとき挟着ナット5はその回転により上
下に位置調整自在であり,張出し基板21は挿通する起
立ボルト4に対する長孔22を有しているから,挟着ナ
ット5の下位側をなす支承受止用のナット又はその上端
の位置出し調整を,一対の起立ボルト4間で,またコン
クリート躯体B長手方向の起立ボルト4間でそれぞれ水
平となるように行えば,これに載置支承される張出し基
板21は自ずと水平となり,これにより手摺支柱Cはコ
ンクリート躯体B長手方向にそれぞれ所定位置において
同一高さにして垂直となるように立設することができ
る。
At this time, the position of the pinch nut 5 can be adjusted vertically by its rotation, and the overhang substrate 21 has the elongated hole 22 for the upright bolt 4 to be inserted. If the positioning of the nut for receiving the bearing or its upper end is adjusted so as to be horizontal between the pair of upright bolts 4 and between the upright bolts 4 in the longitudinal direction of the concrete frame B, the nut is mounted and supported. The overhanging substrate 21 naturally becomes horizontal, whereby the handrail support C can be erected vertically at the same height at a predetermined position in the longitudinal direction of the concrete skeleton B.

【0016】即ちコンクリート躯体Bが長手方向に波打
っていることにより,これに載置固定する直付基体1の
高さがコンクリート躯体B長手方向に異なる場合,コン
クリート躯体Bの上記傾斜面の傾斜角度が異なっている
ことにより同じく直付基体1の載置固定角度が異なる場
合,更にコンクリート躯体Bの砂利位置を避けるように
直付基体1を幅方向にズラした場合を含めて,張出し基
板21が,これら直付基体1に対して位置可変の昇降傾
斜基板を兼ねるようになり,支柱固定部材20は直付基
体1に対して高さ調整自在,傾斜調整自在となり,併せ
て長孔の範囲内で位置調整自在となるに至る。
That is, when the height of the directly attached base 1 placed and fixed on the concrete frame B is different in the longitudinal direction because the concrete frame B is wavy in the longitudinal direction, the inclination of the inclined surface of the concrete frame B is changed. In the case where the mounting angle of the directly mounted base 1 is also different due to the different angle, the overhang substrate 21 is also included, including the case where the directly mounted base 1 is shifted in the width direction so as to avoid the gravel position of the concrete frame B. However, the vertical fixing substrate 20 can also be used as a vertically movable inclined substrate whose position is variable with respect to the directly-attached base 1, and the height of the column fixing member 20 can be freely adjusted and the inclination can be adjusted with respect to the directly-attached base 1. It becomes possible to adjust the position inside.

【0017】なおコンクリート躯体Bの長手方向の波打
ちは,直付基体1を載置固定する部分的にみれば,一般
に直付基体1をコンクリート躯体Bの長手方向に傾斜さ
せる程に激しいことは少いから,波打ちに起因する直付
基体1の設置角度は殆んどの場合無視することができ,
従って波打ちに対しては,コンクリート躯体B長手方向
の高さ調整を行えば足り,従って一般には上記本例の構
成の如くにすれば実質的に手摺設置に支障が生じること
はないといえる。
In view of the part where the directly attached base 1 is placed and fixed, the undulation in the longitudinal direction of the concrete frame B is generally not so severe that the directly attached base 1 is inclined in the longitudinal direction of the concrete frame B. Therefore, the installation angle of the directly-attached base 1 caused by the waving can be almost ignored in most cases.
Therefore, it is sufficient to adjust the height in the longitudinal direction of the concrete body B against the waving, and therefore it can be said that, in general, the configuration of the present embodiment does not substantially hinder the installation of the handrail.

【0018】また本例の直付手摺支柱ブラケットAは,
延設基板9に所定の芯々間隔でコンクリート固定金具1
1用の各一対の長孔を設けたから,コンクリート固定金
具11の位置がコンクリート躯体B幅方向の各中間位置
2ケ所となり,直付基体1の固定強度を向上し,手摺水
平荷重に対する強度を確保するとともに,例えばコンク
リート躯体Bの幅が比較的狭小で,その幅方向端部にコ
ンクリート固定金具11を用いることによるコンクリー
ト躯体Bのクラックや損傷の発生を防止する上で有効と
なる。
The directly attached handrail support bracket A of this embodiment is
Concrete fixing bracket 1 at a predetermined core-to-core spacing
Because a pair of long holes are provided for each one, the position of the concrete fixing bracket 11 is at two intermediate positions in the width direction of the concrete skeleton B, and the fixing strength of the directly attached base 1 is improved, and the strength against the handrail horizontal load is secured. At the same time, for example, the width of the concrete skeleton B is relatively small, which is effective in preventing the concrete skeleton B from being cracked or damaged due to the use of the concrete fixing bracket 11 at the width direction end.

【0019】図中6は挟着ナットと張出し基板21間に
介設したスプリングワッシャ,30,31は,各対向す
る被覆壁12,13間に,その溝状のガイド条14に対
して端部条32をスライド嵌合し,下端の係止条33
を,直付基板2又は延設基板9にスナップイン状に引掛
係止することにより装着し,各被覆壁12,13間を更
に被覆して,起立ボルト4,支柱固定部材20,コンク
リート固定金具11等の露出を防止するようにした各ア
ルミ押出材製の小口カバー,34は手摺支柱Cの補強板
である。
In the figure, reference numeral 6 denotes a spring washer interposed between the clamping nut and the overhang substrate 21, and 30 and 31 end portions between the opposed covering walls 12 and 13 with respect to the groove-shaped guide strip 14. The ridge 32 is slide-fitted, and the locking ridge 33 at the lower end is
Is mounted on the direct mounting board 2 or the extension board 9 by hooking and latching in a snap-in manner, and further covering between the covering walls 12 and 13, the upright bolt 4, the support fixing member 20, the concrete fixing fitting. A small-sized cover made of an extruded aluminum material for preventing exposure of 11 and the like is a reinforcing plate of the handrail support C.

【0020】図7乃至図11は他の例を示すもので,こ
れらは直付基体1の起立ボルト4の起立配設を,直付基
板2のボルト孔3の上下でボルト頭と必要に応じてワッ
シャーを介した締着ナット15とによって行うようにす
る一方,支柱固定部材20を各直付基体1に対して単一
一体のアルミ鋳物製又はアルミ押出材製のものとし,こ
れと手摺支柱Cへの固定金具として単一又は複数の貫通
ボルト29を用いるようにした例であり,図7乃至9に
あっては直付基板2を上面水平のコンクリート躯体B用
に水平に構成するとともに支柱固定部材20を,手摺支
柱C下端を受入れる手摺支柱挿入部8が他の2面で方形
乃至矩形状一体に区画されるようにし,併せて補強を兼
ねるように各一対の張出し基板21と支柱添設基板23
とを側壁25で一体に連結して構成してあり,また図1
0及び11にあって同じく直付基板2を水平に構成する
とともに支柱固定部材20を,手摺支柱Cに嵌入する,
一対の張出し基板21を連結基板26によって一体に連
結して該連結基板26上に,支柱にその内面で添設する
内側添設板乃至これらを連結した添設嵌入部27を一体
に配置することによって構成してある。
FIGS. 7 to 11 show other examples, in which the upright bolts 4 of the directly attached base 1 are arranged upright and below the bolt holes 3 of the directly attached substrate 2 with the bolt heads as necessary. The support column fixing member 20 is made of a single integrated aluminum casting or aluminum extruded material with respect to each of the directly attached bases 1 and a handrail. This is an example in which a single or a plurality of through bolts 29 is used as a fixture for fixing to the column C. In FIGS. 7 to 9, the direct-attached substrate 2 is configured horizontally for the concrete body B having a horizontal upper surface. The supporting column fixing member 20 is configured such that the handrail supporting column insertion portion 8 for receiving the lower end of the handrail supporting column C is integrally formed into a rectangular or rectangular shape on the other two surfaces, and the pair of overhanging substrates 21 and the supporting column also serve as reinforcement. Attached substrate 23
Are integrally connected by a side wall 25, and FIG.
At 0 and 11, the direct-attached substrate 2 is also configured horizontally, and the column fixing member 20 is fitted into the handrail column C.
A pair of overhanging substrates 21 are integrally connected by a connecting substrate 26, and on the connecting substrate 26, an inner additional plate attached to the support on the inner surface thereof or an additional fitting portion 27 connecting these are integrally disposed. It is constituted by.

【0021】その余の基本的構成は前記例と基本的に変
らないから,同一符号を付して重複する説明を省略す
る。
The remaining basic configuration is basically the same as that of the above-described example.

【0022】図示した例は以上のとおりとしたが,起立
ボルトの本数を,3乃至3以上の多数の複数とし,これ
に応じた長孔を張出し基板に設置するようにすること,
挟着ナットのナットを,例えば締着用に複数用いること
によって上下に対とした挟着ナットとすること,必要に
応じて長孔の方向をコンクリート躯体長手方向に向けた
ものとすること,手摺支柱をアルミ製中空円筒パイプと
し,支柱固定部材の形状をこれに合わせたものとするこ
と等を含めて,直付基体,起立ボルト,挟着ナット,手
摺支柱,支柱固定部材,張出し基板,長孔,また必要に
応じて用いる対向壁,手摺支柱挿入部の各具体的材質,
形状,構造,数,方向,寸法,これらの関係,これらに
対する付加等は,前記各発明の要旨に反しない限り様々
に変更することができ,以上に例示したものに限定する
には及ばない。
Although the illustrated example is as described above, the number of the upstanding bolts is set to a large number of 3 to 3 or more, and a long hole corresponding to this is installed on the overhanging substrate.
Using a plurality of clamping nuts for fastening, for example, by using a plurality of clamping nuts to make up and down pairs of clamping nuts, if necessary, the direction of the long holes should be oriented in the longitudinal direction of the concrete frame, handrail support Is a hollow cylindrical pipe made of aluminum, and the shape of the column fixing member is adapted to this, including a direct mounting base, an upright bolt, a clamping nut, a handrail column, a column fixing member, an overhang substrate, a long hole. , And the specific materials of the opposing wall and handrail strut insertion part used as necessary,
Shapes, structures, numbers, directions, dimensions, relationships among them, additions to them, and the like can be variously changed without departing from the gist of each of the above-mentioned inventions, and are not limited to those exemplified above.

【0023】[0023]

【発明の効果】本発明請求項1は,直付基板と該直付基
板から上方に一体突設し,手摺支柱挿入部を対向2面で
区画する対向一対の起立壁とを具備して,コンクリート
躯体上面に載置固定する直付基体と,該直付基体の上記
直付基板に起立配設し,それぞれ支承受止用と締着用と
を上下に対とする挟着ナットを螺装した離隔複数の起立
ボルトと,手摺支柱挿入部を他の対向2面で区画し又は
手摺支柱に嵌入してするように上記対向一対の起立壁間
に介装して手摺支柱の下端に張出し状に固定配設し,そ
の張出し基板に起立ボルト位置に対応する起立ボルト挿
通用の長孔を透設具備して該張出し基板を上記挟着ナッ
トによる挟着固定用とした支柱固定部材とを備えてなる
ことを特徴とするから,コンクリート躯体が長手方向に
波打ち,コンクリート躯体の水平面又は傾斜面が部分的
に傾斜し又は傾斜角度が異なる場合,砂利等によりコン
クリート固定金具が使えず,位置を幾分変える必要があ
る場合等,コンクリート躯体に載置固定した直付基体が
高さ,角度,位置が異なるに対して,張出し基板が位置
可変の昇降傾斜基板を兼ねて,起立ボルト中間位置に挟
着ナットにより挟着固定されることにより,支柱固定部
材が直付基体に対して高さ調整自在,傾斜調整自在,長
孔の範囲で位置調整自在となり,これにより固定支承さ
れる手摺支柱の同一線上,同一高さにして垂直な立設を
行うことを可能にするとともに手摺支柱の固定支持を安
定且つ確実に行うことができ,従ってコンクリート躯体
の状況の如何を問わず手摺を設置可能とする直付手摺支
柱ブラケットを提供することができる。
According to the first aspect of the present invention, there is provided a direct mounting substrate and a pair of opposing upright walls which project upwardly from the direct mounting substrate and partition the handrail support insertion portion into two opposing surfaces. A direct mounting base to be placed and fixed on the upper surface of the concrete frame, and a pin nut for screwing up and down for receiving and tightening the bearing, respectively, are mounted on the direct mounting base. A plurality of stand-up bolts and a handrail strut insertion section are interposed between the pair of opposing stand-up walls so as to be divided into two other facing surfaces or fitted into the handrail struts, and project from the lower end of the handrail strut. A column fixing member which is fixedly arranged, and which is provided with a slot for inserting an upright bolt corresponding to the position of the upright bolt in the overhang substrate and which makes the overhang substrate clamped and fixed by the clamping nut. The concrete body is wavy in the longitudinal direction, (G) When the horizontal or inclined surface of the frame is partially inclined or at a different angle, the concrete fixing bracket cannot be used due to gravel or the like, and the position must be changed somewhat. While the base is different in height, angle, and position, the overhanging substrate is also fixed to the upright bolt intermediate position by a clamping nut and fixed by a clamping nut, so that the column fixing member is directly attached. The height of the base can be adjusted freely, the inclination can be adjusted, and the position can be adjusted within the range of the long hole. In addition, it is possible to stably and reliably fix and support the handrail post, and therefore, it is possible to provide a directly attached handrail post bracket capable of installing the handrail regardless of the condition of the concrete frame. .

【0024】請求項2は,上記支柱固定部材張出し基板
の起立ボルト挿通用の長孔を,コンクリート躯体の幅方
向に長孔としてなることを特徴とするから,上記に加え
て,一般に直付基体の設置にバラツキが生じ易い,特に
コンクリート躯体の幅方向の傾斜や傾斜角度の相違に対
応してこれを吸収することができる。
According to a second aspect of the present invention, the elongated hole for inserting the upright bolt of the support member fixing member overhanging substrate is formed as an elongated hole in the width direction of the concrete frame. Variations are likely to occur in the installation of concrete, and this can be absorbed in response to the inclination in the width direction of the concrete frame and the difference in the inclination angle.

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

【図1】直付手摺支柱ブラケットの分解斜視図FIG. 1 is an exploded perspective view of a directly attached handrail support bracket.

【図2】直付手摺支柱ブラケットの使用状態を示す縦断
面図
FIG. 2 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【図3】直付手摺支柱ブラケットの使用状態を示す横断
面図
FIG. 3 is a cross-sectional view showing a use state of a directly attached handrail support bracket.

【図4】直付手摺支柱ブラケットの使用状態を示す縦断
面図
FIG. 4 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【図5】直付手摺支柱ブラケットの使用状態を示す縦断
面図
FIG. 5 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【図6】直付手摺支柱ブラケットの使用状態を示す縦断
面図
FIG. 6 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【図7】他の例の直付手摺支柱ブラケットの分解斜視図FIG. 7 is an exploded perspective view of another example of a directly attached handrail support bracket.

【図8】直付手摺支柱ブラケットの使用状態を示す縦断
面図
FIG. 8 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【図9】直付手摺支柱ブラケットの使用状態を示す縦断
面図
FIG. 9 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【図10】他の例の直付手摺支柱ブラケットの使用状態
を示す縦断面図
FIG. 10 is a longitudinal sectional view showing a use state of another example of a directly attached handrail support bracket.

【図11】直付手摺支柱ブラケットの使用状態を示す縦
断面図
FIG. 11 is a longitudinal sectional view showing a use state of a directly attached handrail support bracket.

【符号の説明】[Explanation of symbols]

A 直付手摺支柱ブラケット B コンクリート躯体 C 手摺支柱 1 直付基体 4 起立ボルト 5 挟着ナット 8 手摺支柱挿入部 20 支柱固定部材 21 張出し基板 22 長孔 DESCRIPTION OF SYMBOLS A Directly attached handrail support bracket B Concrete frame C Handrail support 1 Directly attached base 4 Standing bolt 5 Clamping nut 8 Handrail support insertion part 20 Post fixing member 21 Overhang substrate 22 Slot

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】直付基板と該直付基板から上方に一体突設
し,手摺支柱挿入部を対向2面で区画する対向一対の起
立壁とを具備して,コンクリート躯体上面に載置固定す
る直付基体と,該直付基体に起立配設し,それぞれ支承
受止用と締着用とを上下に対とする挟着ナットを螺装し
た離隔複数の起立ボルトと,手摺支柱挿入部を他の対向
2面で区画し又は手摺支柱に嵌入するように上記対向一
対の起立壁間に介装して,手摺支柱の下端に張出し状に
固定配設し,その張出し基板に起立ボルト位置に対応す
る起立ボルト挿通用の長孔を透設具備して該張出し基板
を上記挟着ナットによる挟着固定用とした支柱固定部材
とを備えてなることを特徴とする直付手摺支柱ブラケッ
ト。
1. A directly mounted substrate and a pair of opposed upright walls projecting upward from the directly mounted substrate and partitioning a handrail support insertion portion by two opposite surfaces, and placed and fixed on the upper surface of the concrete frame. And a plurality of stand-up bolts, which are vertically mounted on the directly-attached base, and which are screwed with pinching nuts for receiving and tightening the bearing, respectively, and a handrail support column insertion portion. It is interposed between the pair of opposing upright walls so as to be divided by the other two opposing surfaces or fitted into the handrail support, and is fixedly disposed at the lower end of the handrail support in a protruding manner. A directly-supported handrail support bracket, comprising: a support fixing member provided with a corresponding elongated hole for inserting an upright bolt, and the overhanging substrate being fixed by being clamped by the clamping nut.
【請求項2】 支柱固定部材張出し基板の起立ボルト挿
通用の長孔を,コンクリート躯体の幅方向に長孔として
なることを特徴とする請求項1の直付手摺支柱ブラケッ
ト。
2. The handrail support bracket according to claim 1, wherein the elongated holes for inserting the upright bolts of the pillar fixing member projecting board are elongated in the width direction of the concrete frame.
JP6043090A 1994-02-17 1994-02-17 Handrail support bracket Expired - Fee Related JP2631083B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6043090A JP2631083B2 (en) 1994-02-17 1994-02-17 Handrail support bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6043090A JP2631083B2 (en) 1994-02-17 1994-02-17 Handrail support bracket

Publications (2)

Publication Number Publication Date
JPH07229262A JPH07229262A (en) 1995-08-29
JP2631083B2 true JP2631083B2 (en) 1997-07-16

Family

ID=12654149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6043090A Expired - Fee Related JP2631083B2 (en) 1994-02-17 1994-02-17 Handrail support bracket

Country Status (1)

Country Link
JP (1) JP2631083B2 (en)

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Publication number Priority date Publication date Assignee Title
KR101553864B1 (en) * 2015-04-24 2015-09-17 (주)그린우드 A post for pence

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JP2010100998A (en) * 2008-10-21 2010-05-06 Nisshin Steel Co Ltd Reinforcing structure for handrail support
JP5396661B2 (en) * 2009-01-13 2014-01-22 スワン商事株式会社 Bracket support handrail
KR100942995B1 (en) * 2009-03-27 2010-03-05 변용창 Base concrete for a post
KR101136347B1 (en) * 2009-10-09 2012-04-18 주식회사 서진기초 Base concrete for a post
KR101950221B1 (en) * 2017-04-12 2019-02-20 최영주 Supporting means for glass guard fence
CN110512737A (en) * 2019-08-28 2019-11-29 南华大学 A kind of steel Bolted angle connection H-type section FRP bean column node and attaching method thereof

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Publication number Priority date Publication date Assignee Title
JPS61120836U (en) * 1985-01-17 1986-07-30
JP3055432U (en) * 1998-06-30 1999-01-12 貿易雑貨株式会社 Vetch

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Publication number Priority date Publication date Assignee Title
KR101553864B1 (en) * 2015-04-24 2015-09-17 (주)그린우드 A post for pence

Also Published As

Publication number Publication date
JPH07229262A (en) 1995-08-29

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