JPH08100493A - Handrail mullion drain device for concrete slab face rain water - Google Patents

Handrail mullion drain device for concrete slab face rain water

Info

Publication number
JPH08100493A
JPH08100493A JP26317794A JP26317794A JPH08100493A JP H08100493 A JPH08100493 A JP H08100493A JP 26317794 A JP26317794 A JP 26317794A JP 26317794 A JP26317794 A JP 26317794A JP H08100493 A JPH08100493 A JP H08100493A
Authority
JP
Japan
Prior art keywords
concrete slab
handrail
vertical
rain
gutter
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
JP26317794A
Other languages
Japanese (ja)
Other versions
JP2676322B2 (en
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 JP26317794A priority Critical patent/JP2676322B2/en
Publication of JPH08100493A publication Critical patent/JPH08100493A/en
Application granted granted Critical
Publication of JP2676322B2 publication Critical patent/JP2676322B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

PURPOSE: To drain the rain water of the concrete slab of a veranda or the like with a handrail mullion concurrently serving as a vertical gutter. CONSTITUTION: Split hollow mullions 2 for constituting the mullions of the upper and lower stories are fixed to the tip of a concrete slab, and they are connected together via a cross rain receiving sleeve 30 to form a handrail mullion for installing a handrail. Drain holes are located at the end sections on the rain receiving boxes 33 protruded on both sides of the rain receiving sleeve 30, a horizontal gutter 20 fixed in the longitudinal direction is mounted at the tip of the concrete slab, and the rain water on the concrete slab is drained to the lower split mullion 2 via the horizontal gutter 20 and the rein receiving boxes 33. No boring is required on the concrete slab, and the drain device of the handrail mullion 2 can be fitted afterward.

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,廊下等建物
躯体から張出し突設したコンクリートスラブ面の雨水の
排水を手摺方立によって行うようにしたコンクリートス
ラブ面雨水の手摺方立排水装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a handrail vertical drainage device for rainwater on a concrete slab surface for draining rainwater on a concrete slab surface protruding from a building body such as a balcony or a corridor.

【0002】[0002]

【従来の技術】この種ベランダ,廊下等のコンクリート
スラブには,その先端側上面にコンクリート,アルミ等
の手摺を起立設置する一方,該手摺内側位置に凹陥状の
排水路を設けて,所定位置の排水孔を,呼樋をなす傾斜
パイプを介して,内側の建物躯体壁面に添設したコンク
リートスラブ上下貫通の縦樋に連結することによって,
コンクリートスラブ面の雨水を排出するようにしたもの
とされている。
2. Description of the Related Art On a concrete slab such as a balcony or a corridor, a handrail made of concrete, aluminum or the like is erected on the upper surface of the tip side of the concrete slab, and a drainage channel having a concave shape is provided at an inner position of the handrail to provide a predetermined position. The drainage holes of the concrete girders are connected to the vertical gutters vertically passing through the concrete slab attached to the inner wall of the building frame through the inclined pipes that form the gutter.
It is said that the rainwater on the concrete slab surface is discharged.

【0003】[0003]

【発明が解決しようとする課題】しかし乍らこの場合,
コンクリートスラブ面に排水路と,排水孔及び縦樋上下
貫通用複数の透孔とを設ける必要があり,工事が煩雑と
なり,また建物の壁面近傍のコンクリートスラブ面に縦
樋が設置されるから,コンクリートスラブ面の有効利用
が阻害されることになる。
[Problems to be Solved by the Invention] However, in this case,
Since it is necessary to provide a drainage channel on the concrete slab surface and a drainage hole and a plurality of through holes for vertical gutter vertical penetration, the construction becomes complicated, and the vertical gutter is installed on the concrete slab surface near the wall surface of the building. Effective use of the concrete slab surface will be hindered.

【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,コンクリートスラブ面の
スペースを用いることなく,比較的容易な工事によって
設置できるとともに設置外観にも優れたコンクリートス
ラブ面雨水の手摺方立排水装置を提供するにある。
The present invention has been made in view of the above circumstances, and a problem to be solved by the present invention is that concrete can be installed by a relatively easy construction without using a space on the surface of the concrete slab and has an excellent appearance. It is to provide handrail vertical drainage system for rainwater on slab surface.

【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,手摺方立をコンクリートスラブ先端位置に配設し,
この手摺方立を用いて,同じくコンクリートスラブ先端
に配設したコンクリートスラブ面の雨受用横樋からの雨
水を排出するようにし且つ横樋から手摺方立への雨水の
排出を簡易な構造にして外観よく行うように,上記手摺
方立を建物の階単位の長さの分離方立とし,この分離方
立同士及びこれと横樋とを正面十字状の雨受スリーブを
用い,これと分離方立とをその連結部によって嵌合し,
これと横樋とをその雨受ボックスによって載置する関係
とするようにして相互に連結するようにしたものであっ
て,即ち本発明は,コンクリートスラブ位置において上
下に離隔分離してコンクリートスラブの先端上下方向に
配設し,コンクリートスラブ上位側において手摺を固定
した中空にして建物の階単位の長さを有する分離方立
と,該分離方立の側面に対接してコンクリートスラブ先
端長手方向に配設し,長手方向端部下面に水抜孔を有す
るコンクリートスラブ面の雨受用横樋と,上記分離方立
間にそれぞれ上下端部を嵌合して介設し,これらを上下
一連に連結する中空の連結部及び該連結部の側面に突出
して上記横樋の長手方向端部を載置しその水抜孔からの
雨水を下位側の分離方立中空部内に排出する雨受ボック
スを有して正面十字状を呈する雨受スリーブとを備えて
なることを特徴とするコンクリートスラブ面雨水の手摺
方立排水装置を請求項1とし,請求項1の分離方立と雨
受スリーブの連結部との一方又は双方の嵌合を,分離方
立中空部への連結部の嵌入によって行ってなることを特
徴とするコンクリートスラブ面雨水の手摺方立排水装置
を請求項2とし,また請求項1の分離方立と雨受スリー
ブの連結部との一方又は双方の嵌合を,分離方立の雨受
スリーブ連結部による被嵌によって行ってなることを特
徴とするコンクリートスラブ面雨水の手摺方立排水装置
を請求項3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するものである。
According to the present invention, in accordance with the above-mentioned problems, a handrail cubic is arranged at the tip position of the concrete slab,
By using this handrail stand, rainwater is drained from the rain receiving gutter on the surface of the concrete slab, which is also installed at the tip of the concrete slab, and the rainwater is drained from the gutter to the handrail stand with a simple structure and good appearance. As is done, the above handrail stand is a separating stand of the length of each floor of the building, and the separating stand and the gutter are separated from each other by using a front cross-shaped rain receiving sleeve. It fits by the connecting part,
The gutter and the gutter are connected to each other in such a manner that they are placed by the rain-receiving box, that is, the present invention is that the tip of the concrete slab is separated vertically at the concrete slab position. A separation slab that is vertically arranged and has a handrail fixed on the upper side of the concrete slab and is hollow and has a length of each floor of the building. It is installed on the bottom surface of the concrete slab with a drainage hole on the bottom surface of the longitudinal direction. A front cross including a connecting portion and a rain receiving box that projects on the side surface of the connecting portion and mounts the longitudinal end portion of the gutter and discharges rainwater from the drainage hole into the lower separating vertical hollow portion. A handrail vertical drainage device for rainwater on concrete slab surface, comprising: a rain receiving sleeve exhibiting the above; Of the concrete slab surface rainwater, which is characterized in that the fitting is performed by fitting the connecting portion into the hollow portion of the separating cube. A handrail standing drainage device for concrete slab surface rainwater, characterized in that one or both of the rain receiving sleeve and the connecting portion are fitted by fitting by a separate standing rain receiving sleeve connecting portion. 3 and these are the means for solving the above problems as the gist of the invention.

【0006】[0006]

【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,Aは,例えば鉄筋コンクリートの
集合住宅や学校等の中低層の建物,Bは該建物Aの躯体
から各階の床を外方に張出し突設した,例えばベランダ
や廊下等のコンクリートスラブであり,また1は手摺方
立,10は手摺,20はコンクリートスラブB面の雨受
用横樋,30は雨受スリーブを示す。
The present invention will be described in more detail with reference to the drawings showing the following examples. A is a middle or low-rise building such as a reinforced concrete apartment house or a school, and B is the floor of each building from the frame of the building A. Is a concrete slab, such as a veranda or a corridor, projecting outwardly, and 1 is a handrail stand, 10 is a handrail, 20 is a gutter for receiving rain on the B side of the concrete slab, and 30 is a rain receiving sleeve.

【0007】手摺方立1は,各階のコンクリートスラブ
B位置において上下に離隔分離してコンクリートスラブ
Bの先端上下方向に配設し,コンクリートスラブB上位
側において手摺10を固定した中空にして建物Aの階単
位の長さ(高さ)を有する分離方立2を用い,雨受スリ
ーブ30によりこれら方立構成材をなす分離方立2を上
下一連に連結することによって形成するものとしてあ
る。
The handrail cubicle 1 is vertically separated at the position of the concrete slab B on each floor and arranged vertically above the tip of the concrete slab B, and the handrail 10 is fixed on the upper side of the concrete slab B to form a hollow building A. The separation cuboid 2 having a length (height) of each floor unit is formed by connecting the separation cuboids 2 forming the above-mentioned vertical structuring members by the rain receiving sleeve 30 in series in the vertical direction.

【0008】本例において分離方立2は,断面略方形に
して中空のアルミ押出材を階単位の長さ,特に上階のコ
ンクリートスラブBの下端よりやや下位の,例えば数cm
程度,本例において50mm下方位置から,下階のコンク
リートスラブBの上下中間の,例えば該コンクリートス
ラブBより同じく例えば数cm程度,本例にあって55mm
下方位置までの各同一長さを有するものを用いるように
し,コンクリートスラブB長手方向に手摺10の幅に応
じた所定間隔毎に,上端にあっては,上階側の上位コン
クリートスラブB(最上端にあっては屋上コンクリート
スラブ)の下面にステンレス製アンカー4によって固定
したL字状にしてブラケットをなすアングル材3を介し
て,該コンクリートスラブBの下方位置においてこれに
固定し,下端にあっては,下階側の下位コンクリートス
ラブBの先端垂直面に一端を固定した横向きL字状のブ
ラケット5を介して,そのボルトナット6の締着固定に
よって該コンクリートスラブBの先端垂直面に面接状に
対接して固定したものとしてある。
In the present embodiment, the separation cube 2 is made of hollow aluminum extruded material having a substantially rectangular cross section, and has a length of a floor unit, in particular, slightly lower than the lower end of the concrete slab B of the upper floor, for example, several cm.
About 50 cm in this example from the lower position to the upper and lower middle of the concrete slab B on the lower floor, for example, about several cm from the concrete slab B, 55 mm in this example.
The concrete slab B having the same length up to the lower position should be used, and the upper concrete slab B (uppermost slab B (maximum) at the upper end at predetermined intervals in the longitudinal direction of the concrete slab B according to the width of the handrail 10. At the upper end, it is fixed to the lower surface of the concrete slab B via an angle member 3 which is fixed to the lower surface of the rooftop concrete slab by a stainless steel anchor 4 and forms a bracket, and is at the lower end. The lower concrete slab B has a horizontal L-shaped bracket 5 whose one end is fixed to the vertical surface of the lower concrete slab B, and the bolt nut 6 is fastened and fixed to the vertical vertical surface of the concrete slab B. It is fixed in contact with each other.

【0009】この分離方立2間には,各階においてそれ
ぞれ一対の手摺支柱11に笠木12及び横桟13を固定
して組んだアルミ押出材製の手摺10を介設し,例えば
L字状のブラケット14によって各分離方立2と室外側
又は室内側において面一となるように,各端部を分離方
立2の側面に対接して,これに突当て状に固定したもの
としてある。
A handrail 10 made of aluminum extruded material in which a pair of handrail pillars 11 and a crossbar 12 and a horizontal rail 13 are fixedly assembled is provided between the separation cubes 2, and each of the floors has, for example, an L shape. Each end is abutted against and fixed to the side surface of the separation vertical 2 so as to be flush with the separation vertical 2 by the bracket 14 on the outdoor side or the indoor side.

【0010】コンクリートスラブB面の雨受用横樋20
は,上記分離方立2の側面に対接してコンクリートスラ
ブB先端長手方向に配設し,長手方向端部下面に水抜孔
25を有するものとしてある。
Rain gutter 20 for receiving rain on the concrete slab B side
Is disposed in the longitudinal direction of the tip of the concrete slab B so as to be in contact with the side surface of the separation cube 2 and has a drainage hole 25 on the lower surface of the longitudinal end portion.

【0011】本例においてこの横樋20は,分離方立2
間の間隔に応じた長さを有し,これらの間に介設するよ
うに設置するものとしてあり,内側に垂直固定壁21,
外側に立上り壁22,これらの間に水平の底壁23を備
えて,上方を開口した断面U字状乃至し字状のアルミ押
出材を用い,その長手方向両端部を小口フタ24によっ
て閉塞する一方,長手方向両端部の底壁23に上記水抜
孔25を透設具備し且つ該水抜孔25部位には,これを
下方に筒状に延長する如くにして下方に向けた水抜きパ
イプ26を垂設したものとしてある。
In this example, this gutter 20 is a separation cube 2
It has a length according to the space between them, and is installed so as to be interposed between them. The vertical fixed wall 21,
An extruded wall 22 is provided outside and a horizontal bottom wall 23 is provided between them, and an aluminum extruded material having a U-shaped or U-shaped cross section with an upward opening is used. On the other hand, the drainage holes 25 are provided through the bottom walls 23 at both ends in the longitudinal direction, and the drainage pipes 26 directed downward are formed at the drainage holes 25 so as to extend downward in a cylindrical shape. It is installed vertically.

【0012】この横樋20は,コンクリートスラブBの
先端垂直面に対して垂直固定壁21を外付けの押付け状
に対接して,長手方向所定位置におけるステンレス製ア
ンカー4によって,該コンクリートスラブBの先端垂直
面に面接固定して,コンクリートスラブB面の雨水をそ
の先端において流下集水するものとしてある。
The gutter 20 is constructed such that the vertical fixing wall 21 is externally pressed against the vertical surface of the tip of the concrete slab B and the tip of the concrete slab B is fixed by a stainless steel anchor 4 at a predetermined position in the longitudinal direction. The rainwater on the concrete slab B surface is collected by flowing down at the tip of the concrete slab by fixing the surface to the vertical surface.

【0013】雨受スリーブ30は,上下の分離方立2間
にそれぞれ上下端部を嵌合して介設し,これらを上下一
連に連結する中空の連結部31及び該連結部31の側面
に突出して上記横樋20の長手方向端部を載置し,その
水抜孔25からの雨水を下位側の分離方立2中空部内に
排出する雨受ボックス33を有して正面十字状を呈する
ものとしてある。
The rain receiving sleeve 30 is provided with upper and lower end portions fitted between the upper and lower separating pits 2, respectively, and a hollow connecting portion 31 for connecting the upper and lower end portions in series and a side surface of the connecting portion 31. It has a rain receiving box 33 for projecting and mounting the longitudinal end of the gutter 20 and discharging rainwater from the water draining hole 25 into the hollow portion of the lower separation side 2 to have a front cross shape. is there.

【0014】本例においてこの雨受スリーブ30は,分
離方立2の内法寸法に応じた外法寸法を有する断面略方
形にして,上下方向中間位置両側面に排水口をなす切欠
き口32を透設した方形パイプ状の連結部31と,該切
欠き口32位置の連結部31両側面に一側端を溶着固定
した,上方を開口し,他側端を閉塞した断面コ字状の各
雨受ボックス33を備えて正面十字状にしてアルミ板を
折曲加工したアルミ製一体のものとしてある。
In this embodiment, the rain receiving sleeve 30 has a substantially rectangular cross section having an outer dimension corresponding to the inner dimension of the separation cube 2 and has cutouts 32 having drainage ports on both sides in the vertical intermediate position. And a square pipe-shaped connecting portion 31 that is transparently provided, and one end is welded and fixed to both side surfaces of the connecting portion 31 at the cutout 32 position. Each rain receiving box 33 is provided to form a front cross shape and an aluminum plate is bent to form an integral aluminum unit.

【0015】この雨受スリーブ30による分離方立2の
連結は,本例において分離方立2の中空部に雨受スリー
ブ30の連結部31上下端部の双方を嵌入して嵌合した
ものとしてあり,このときその連結強度を確保するよう
に上記嵌入を密嵌状の嵌合とし且つ上位側の分離方立2
との間でその嵌入部分において溶着による固定を施した
ものとしてある。
In the present embodiment, the separation stand 2 is connected by the rain receiving sleeve 30 by fitting both the upper and lower ends of the connecting portion 31 of the rain receiving sleeve 30 into the hollow part of the separation stand 2. Yes, at this time, the fitting is a close fitting so as to secure the connecting strength, and the upper separation side 2
It is supposed that the fitting portion is fixed by welding between and.

【0016】またこの雨受スリーブ30による横樋20
の載置は,本例において横樋20の水抜孔25とその水
抜きパイプ26を雨受ボックス33上の開口中間部に位
置するようにして該雨受ボックス33を長手方向端部の
支承基部とするように配設することによって行ってあ
る。
In addition, the gutter 20 using the rain receiving sleeve 30
In this example, the drainage hole 25 of the gutter 20 and the drainage pipe 26 thereof are located in the middle of the opening on the rain catching box 33 in this example, and the rain catching box 33 is used as a support base at the longitudinal end. This is done by arranging so that

【0017】従って本例にあっては,分離方立2及び横
樋20を,それぞれコンクリートスラブBに固定する一
方,分離方立2に雨受スリーブ30を嵌合し且つ上位側
の分離方立2にこれを固定することによって,雨受スリ
ーブ30による分離方立2の連結と横樋20長手方向端
部の載置とを行っており,これにより分離方立2は上下
一連に連通する方立1をなし,横樋20及び雨受スリー
ブ30を介してコンクリートスラブB面の雨水をこれに
排出するものとしてある。
Therefore, in this example, the separation stand 2 and the gutter 20 are fixed to the concrete slab B, respectively, while the rain receiving sleeve 30 is fitted to the separation stand 2 and the upper separation stand 2 is attached. By fixing this to the vertical direction, the separation stand 2 is connected by the rain receiving sleeve 30 and the end of the horizontal gutter 20 in the longitudinal direction is placed. The rainwater on the surface of the concrete slab B is discharged to this through the gutter 20 and the rain receiving sleeve 30.

【0018】即ちコンクリートスラブB面の雨水は,そ
の先端から横樋20に流下し,長手方向端部に至って水
抜孔25,水抜パイプ26を経て雨受スリーブ30の雨
受ボックス33に流下し,該雨受ボックス33から切欠
き口32を介して連結部31に至り,手摺方立1,即ち
該コンクリートスラブBを基準にすると下位側の分離方
立2の中空部内に排出され,従って建物Aの各階の各コ
ンクリートスラブB面の雨水は,各コンクリートスラブ
B先端から下方にそれぞれ滴下したりすることなく,手
摺方立1を縦樋として,該手摺方立1によって屋外に排
出される。
That is, the rainwater on the surface of the concrete slab B flows down from the tip to the gutter 20 and reaches the longitudinal end portion through the water draining hole 25 and the water draining pipe 26 into the rain receiving box 33 of the rain receiving sleeve 30. From the rain receiving box 33 to the connecting portion 31 through the cutout 32, the handrail stand 1, that is, when the concrete slab B is used as a reference, is discharged into the hollow part of the separation stand 2 on the lower side. The rainwater on the surface of each concrete slab B on each floor is discharged to the outside by the handrail stand 1 as a vertical gutter without dripping downward from the tip of each concrete slab B.

【0019】本例の手摺方立排水装置の建物Aの設置
は,例えば分離方立2を上下位のコンクリートスラブB
先端に固定する一方,横樋20をコンクリートスラブB
先端長手方向に配設して,これを固定して,雨受スリー
ブ30の連結部31上端を該分離方立2に嵌合するとと
もにその雨受ボックス33を横樋20の底壁23に突当
て状として,分離方立2に溶接によって固定し,然る後
に下位側の分離方立2を,上記雨受スリーブ30の連結
部31下端に嵌合してコンクリートスラブB先端に固定
し,順次これを繰り返すように設置工事を行うように
し,また手摺10は,各階の分離方立2の固定がなされ
た段階又は手摺方立排水装置の設置後にそれぞれ分離方
立2に対して行うようにすればよい。従って本例の手摺
方立排水装置によれば,コンクリートスラブB面に凹陥
状の排水路を形成したり,複数の透孔を透設したりする
ことなく,コンクリートスラブBの先端において後付的
に簡易な工事によってこれを設置できる。
The building A of the handrail cubic drainage system of this example is installed by, for example, separating the cubic 2 from the upper and lower concrete slabs B.
Fix the gutter 20 to the concrete slab B while fixing it to the tip.
Arranged in the longitudinal direction of the tip, fixing it, fitting the upper end of the connecting portion 31 of the rain receiving sleeve 30 to the separating stand 2, and abutting the rain receiving box 33 against the bottom wall 23 of the gutter 20. As shown in the figure, it is fixed to the separating pit 2 by welding, and then the lower separating pit 2 is fitted to the lower end of the connecting portion 31 of the rain receiving sleeve 30 and fixed to the tip of the concrete slab B. If the handrail 10 is to be installed on the separation vertical 2 at the stage where the separation vertical 2 is fixed on each floor or after the handrail vertical drainage device is installed, Good. Therefore, according to the handrail vertical drainage device of this example, a concave drainage channel is not formed on the surface of the concrete slab B, or a plurality of through holes are not provided, and the end of the concrete slab B is retrofitted. This can be installed by simple construction.

【0020】なお図中15は分離方立2と手摺10の笠
木12又は横桟13の固定用ネジ,16はコンクリート
スラブB面上に敷設した防水シート,17は手摺10の
手摺支柱11下端をボルト18締着によって固定し,コ
ンクリートスラブBの先端垂直面にこれを保持するよう
にステンレス製アンカー4によって固定した平面コ字状
の支柱ブラケット,27は上記防水シート16先端を押
えて該防水シート16と面一となるようにコンクリート
スラブB面と横樋20間に介設した横樋20と同長の額
縁用アングル材,28はその横樋20との固定用ネジを
示す。
In the figure, reference numeral 15 is a screw for fixing the separating stand 2 and the handrail 10 to the headstock 12 or the horizontal rail 13, 16 is a waterproof sheet laid on the B side of the concrete slab, and 17 is the lower end of the handrail post 11 of the handrail 10. A flat bracket bracket 27 fixed by tightening bolts 18 and fixed by a stainless steel anchor 4 so as to hold the concrete slab B on the vertical surface of the concrete slab B. 27 presses the tip of the waterproof sheet 16 and the waterproof sheet 16 is an angle member for a frame having the same length as the gutter 20 provided between the concrete slab B surface and the gutter 20 so as to be flush with the gutter 20, and 28 is a screw for fixing the gutter 20.

【0021】図示した例は以上のとおりとしたが,本発
明にあって分離方立と雨受スリーブの連結部との嵌合
は,上記連結部双方の嵌入に代えて,連結部一方の嵌入
とし,他方を分離方立の雨受スリーブ連結部による被嵌
とすることができ,更にまた双方の嵌合を,この雨受ス
リーブ連結部による被嵌によって行うものとすることが
でき,従って嵌合は,その一方又は双方をそれぞれ分離
方立中空部への連結部の嵌入,或いは分離方立の雨受ス
リーブ連結部による被嵌によって行うことが可能であ
る。
Although the illustrated example is as described above, in the present invention, the fitting of the separation stand and the connecting portion of the rain receiving sleeve is performed by inserting one of the connecting portions instead of inserting both of the connecting portions. The other side may be fitted by the rain receiving sleeve connecting part of the separation cubic, and the fitting of both may be performed by this rain receiving sleeve connecting part. In this case, one or both of them can be fitted by fitting the connecting portion into the separating vertical hollow portion or by fitting with the separating receiving rain receiving sleeve connecting portion.

【0022】分離方立と雨受スリーブの嵌合及び雨受ス
リーブの雨受ボックスに対する横樋の載置は,上記例の
如くに,必要に応じて嵌合固定とし,また載置固定する
ことができ,固定の手段として上記溶接の他,ネジ止
め,接着,固定片の弾発係止や折曲係止等適宜のものを
用い得る。
The separation gutter and the rain catch sleeve can be fitted together and the gutter can be placed on the rain catch box on the rain catch box by fitting and fixing as required, as in the above example. As a fixing means, other than the above-mentioned welding, any suitable means such as screwing, bonding, elastic locking of the fixing piece, and bending locking can be used.

【0023】更に分離方立と手摺の固定について,手摺
を,例えばパネル状とし,その両側の縦枠又は支柱を分
離方立に固定するようにすること,本発明の手摺方立排
水装置を,新築の建物に用いる他,手摺改装用として建
物に後付け使用すること,横樋に水抜きパイプを設ける
ことなく水抜孔によって雨水を雨受ボックスに排出する
ようにすること,水抜孔を,塵埃や異物の落下防止用に
メッシュ状とし又はメッシュを追加的に配置すること,
雨受スリーブの連結部の上記切欠き口に代えて,同様に
これをメッシュ状とし又はメッシュを配置すること等を
含めて,本発明の実施に当って建物,コンクリートスラ
ブ,手摺,分離方立,横樋,雨受スリーブの用途,構
造,材質,形状,寸法,数,これらの関係,これらに対
す付加等は,上記発明の要旨に反しない限り様々に変更
でき,以上に図示して説明したものに限定するには及ば
ない。
Further, regarding the fixing of the separation handrail and the handrail, the handrail is made into, for example, a panel shape, and the vertical frames or columns on both sides of the handrail are fixed to the separation handstand. In addition to being used in new buildings, it should be retrofitted to buildings for handrail refurbishment, and drainage holes should be used to drain rainwater into the rain pan without installing drainage pipes in the gutter. To prevent the fall of the
In place of the above-mentioned notch of the connecting portion of the rain receiving sleeve, this is similarly made into a mesh shape or a mesh is arranged, and the like, in implementing the present invention, a building, a concrete slab, a handrail, a separation stand The use, structure, material, shape, size, number, relationship between these, and the like of the gutter and the rain receiving sleeve can be variously changed without departing from the gist of the above-mentioned invention. There is no need to limit it to one.

【0024】[0024]

【発明の効果】本発明は以上のとおりに構成したので,
コンクリートスラブ面に透孔等の加工を施すことな
く,そのままその先端に追加的に後付けによって比較的
簡易に設置でき,コンクリートスラブ面の雨水が下方
に滴下したりすることなく,手摺設置用の手摺方立を縦
雨樋として,このコンクリートスラブ面の雨水を効率よ
く排出することができ,また手摺方立と横樋との相互
の連結部位には,雨受ボックスが外側に露出するも,基
本的に十字形状をなす如き外観を呈するものとして,設
置外観を優れたものとすることができ,更にコンクリ
ートスラブ面のスペースの利用を阻害することを解消し
たコンクリートスラブ面雨水の手摺方立排水装置を提供
することができる。
Since the present invention is configured as described above,
The concrete slab surface can be installed comparatively easily without additional processing such as through holes on the concrete slab surface by adding it to the tip of the concrete slab surface. By using the vertical as a vertical gutter, the rainwater on the concrete slab surface can be efficiently discharged, and the rain receiving box is exposed to the outside at the connection part between the handrail vertical and the horizontal gutter. A vertical drainage device for the concrete slab surface rainwater that eliminates the obstruction of the use of space on the concrete slab surface as it has an appearance that looks like a cross in the shape of the concrete slab surface. Can be provided.

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

【図1】手摺方立排水装置の正面図1 is a front view of a handrail vertical drainage device.

【図2】手摺方立排水装置の分解斜視図FIG. 2 is an exploded perspective view of a handrail vertical drainage device.

【図3】手摺方立排水装置の一部切欠拡大正面図FIG. 3 is a partially cutaway enlarged front view of the handrail cubic drainage device.

【図4】手摺方立排水装置の横樋位置における縦断面図FIG. 4 is a vertical cross-sectional view of the handrail vertical drainage device at the gutter position.

【図5】手摺方立と手摺との関係を示す横断面図FIG. 5 is a cross-sectional view showing the relationship between the handrail cubic and the handrail.

【図6】手摺方立排水装置の横断面図FIG. 6 is a cross-sectional view of the handrail cubic drainage device.

【図7】手摺と横樋との関係を示す一部切欠拡大正面図FIG. 7 is a partially cutaway enlarged front view showing the relationship between the handrail and the gutter.

【図8】手摺の手摺支柱位置における横断面図FIG. 8 is a cross-sectional view of the handrail at the handrail post position.

【図9】手摺とコンクリートスラブとの関係を示す手摺
支柱位置における横断面図
FIG. 9 is a cross-sectional view showing the relationship between the handrail and the concrete slab at the handrail post position.

【符号の説明】[Explanation of symbols]

A 建物 B コンクリートスラブ 1 手摺方立 2 分離方立 10 手摺 20 横樋 25 水抜孔 30 雨受スリーブ 33 雨受ボックス A Building B Concrete slab 1 Handrail cubic 2 Separation cubic 10 Handrail 20 Gutter 25 Drain hole 30 Rain catch sleeve 33 Rain catch box

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートスラブ位置において上下に
離隔分離してコンクリートスラブの先端上下方向に配設
し,コンクリートスラブ上位側において手摺を固定した
中空にして建物の階単位の長さを有する分離方立と,該
分離方立の側面に対接してコンクリートスラブ先端長手
方向に配設し,長手方向端部下面に水抜孔を有するコン
クリートスラブ面の雨受用横樋と,上記分離方立間にそ
れぞれ上下端部を嵌合して介設し,これらを上下一連に
連結する中空の連結部及び該連結部の側面に突出して上
記横樋の長手方向端部を載置しその水抜孔からの雨水を
下位側の分離方立中空部内に排出する雨受ボックスを有
して正面十字状を呈する雨受スリーブとを備えてなるこ
とを特徴とするコンクリートスラブ面雨水の手摺方立排
水装置。
1. A separation stand having a length of a floor unit of a building, which is vertically separated at a concrete slab position and is vertically arranged at a tip of the concrete slab, and is made hollow with a handrail fixed on the upper side of the concrete slab. And a rain catching gutter on the surface of the concrete slab, which is arranged in the longitudinal direction of the tip of the concrete slab so as to be in contact with the side surface of the separation vertical and has a drainage hole on the lower surface of the longitudinal end, and the upper and lower ends between the separation vertical. Parts are fitted and interposed, and a longitudinal connecting end of the gutter projecting on a hollow connecting part for connecting these parts in series in the vertical direction and a side surface of the connecting part is placed, and rainwater from the drainage hole is placed on the lower side. And a handrail vertical drainage device for rainwater on a concrete slab surface, comprising a rain receiving sleeve having a front cross shape and having a rain receiving box for discharging into the separating vertical hollow portion.
【請求項2】 請求項1の分離方立と雨受スリーブの連
結部との一方又は双方の嵌合を,分離方立中空部への連
結部の嵌入によって行ってなることを特徴とするコンク
リートスラブ面雨水の手摺方立排水装置。
2. The concrete according to claim 1, wherein one or both of the separation stand and the connection part of the rain receiving sleeve are fitted by fitting the connection part into the separation stand hollow part. Slab surface rainwater handrail vertical drainage device.
【請求項3】 請求項1の分離方立と雨受スリーブの連
結部との一方又は双方の嵌合を,分離方立の雨受スリー
ブ連結部による被嵌によって行ってなることを特徴とす
るコンクリートスラブ面雨水の手摺方立排水装置。
3. One or both of the separation stand and the connecting part of the rain receiving sleeve according to claim 1 are fitted by fitting by the rain receiving sleeve connecting part of the separating stand. Handrail vertical drainage device for concrete slab surface rainwater.
JP26317794A 1994-10-03 1994-10-03 Concrete slab surface Rainwater handrail vertical drainage device Expired - Lifetime JP2676322B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26317794A JP2676322B2 (en) 1994-10-03 1994-10-03 Concrete slab surface Rainwater handrail vertical drainage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26317794A JP2676322B2 (en) 1994-10-03 1994-10-03 Concrete slab surface Rainwater handrail vertical drainage device

Publications (2)

Publication Number Publication Date
JPH08100493A true JPH08100493A (en) 1996-04-16
JP2676322B2 JP2676322B2 (en) 1997-11-12

Family

ID=17385846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26317794A Expired - Lifetime JP2676322B2 (en) 1994-10-03 1994-10-03 Concrete slab surface Rainwater handrail vertical drainage device

Country Status (1)

Country Link
JP (1) JP2676322B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020190129A (en) * 2019-05-22 2020-11-26 三協立山株式会社 handrail
JP2021042567A (en) * 2019-09-10 2021-03-18 積水樹脂株式会社 Simple roof structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020190129A (en) * 2019-05-22 2020-11-26 三協立山株式会社 handrail
JP2021042567A (en) * 2019-09-10 2021-03-18 積水樹脂株式会社 Simple roof structure

Also Published As

Publication number Publication date
JP2676322B2 (en) 1997-11-12

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