JPH10252237A - Handrail supporting structure - Google Patents
Handrail supporting structureInfo
- Publication number
- JPH10252237A JPH10252237A JP5661897A JP5661897A JPH10252237A JP H10252237 A JPH10252237 A JP H10252237A JP 5661897 A JP5661897 A JP 5661897A JP 5661897 A JP5661897 A JP 5661897A JP H10252237 A JPH10252237 A JP H10252237A
- Authority
- JP
- Japan
- Prior art keywords
- support
- piece member
- coping
- handrail
- core
- 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
Links
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、建物躯体に被され
る笠木上の手摺りの支柱構造に係り、例えば、バルコニ
の手摺りに利用できるものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support structure for a handrail on a cover that covers a building frame, and can be used for, for example, a handrail of a balcony.
【０００２】[0002]
【背景技術】建物から張り出す例えばバルコニの腰壁に
は手摺りが設けられる。この手摺りは、建物躯体である
バルコニの腰壁上端に笠木を被せ、この笠木に立設され
た支柱の上部に支持される。この手摺りは建物外部に露
出して設置されるため、笠木には水勾配が設けられる。
このような笠木に対して支柱は垂直にしなければならな
いため、従来、笠木と接触する支柱の下端を水勾配と対
応する角度で斜めに切断していた。2. Description of the Related Art A handrail is provided on a waist wall of a balcony, for example, which extends from a building. This handrail is covered with a cap on the upper end of the waist wall of Balconi, which is the building frame, and is supported on the upper part of a column standing on the cap. Since this handrail is exposed and installed outside the building, a water gradient is provided on the Kasagi.
Since the support must be perpendicular to such a cap, conventionally, the lower end of the support in contact with the cap has been cut obliquely at an angle corresponding to the water gradient.
【０００３】[0003]
【発明が解決しようとする課題】この従来技術による
と、水勾配の角度はわずかであるため支柱の下端の斜め
切断加工を正確に行うことが難しく、また、複数本ある
支柱の全部を同じ正確な角度で切断加工することも難し
かった。さらに、下端を正確な角度で切断できても、建
物の建設現場で各支柱を笠木上に垂直に立てるためには
各支柱の向きを正しい向きにしなければならないが、下
端の斜め切断角度は小さいため、この正しい向きを判別
するのに手間取るという問題があった。According to this prior art, the angle of the water gradient is small, so that it is difficult to accurately perform the diagonal cutting of the lower end of the column. It was also difficult to cut at an appropriate angle. In addition, even if the lower end can be cut at an accurate angle, each pillar must be oriented correctly in order to stand each pillar vertically on the kasagi at the construction site of the building, but the diagonal cutting angle at the lower end is small Therefore, there is a problem that it takes time to determine the correct orientation.
【０００４】本発明の目的は、笠木に水勾配があって
も、この笠木に立設される支柱の下端を斜めに切断する
ことを不要にでき、建物の建設現場での作業の容易化に
も寄与する手摺りの支柱構造を提供するところにある。An object of the present invention is to eliminate the need to diagonally cut the lower end of a column installed on a heddle even if the heddle has a water gradient, thereby facilitating work on a building construction site. In providing a handrail support structure that also contributes.
【０００５】[0005]
【課題を解決するための手段】本発明に係る手摺りの支
柱構造は、建物躯体の上面に被せられ、水勾配を有する
笠木と、この笠木に立設された支柱と、この支柱の上部
で支持された手摺りとを含む手摺りの支柱構造におい
て、笠木と支柱との間に、厚さが前記水勾配の方向に変
化していてこの変化が水勾配と対応しているピース部材
が介設されていることを特徴とするものである。According to the present invention, there is provided a handrail support structure having a water gradient over a building frame, a support standing on the support, and an upper part of the support. In a handrail support structure including a supported handrail, a piece member whose thickness changes in the direction of the water gradient and the change corresponds to the water gradient is interposed between the cap and the support. It is characterized by being provided.
【０００６】このように本発明では、笠木と支柱との間
に厚さが水勾配の方向に変化していてこの変化が水勾配
と対応しているピース部材を介設したため、支柱の下端
を水勾配と対応させて斜めに切断する必要はなくなり、
支柱の長さ方向に対して直角に切断すればよくなる。ま
た、ピース部材の厚さ、すなわちこのピース部材の支柱
長さ方向の寸法は支柱の全体長さよりも小さいため、ピ
ース部材の水勾配方向に変化している厚さを建物の建設
現場の作業者は簡単に認識でき、このため、笠木の上面
にピース部材を載せるときにピース部材を正しい向きに
して載せることができるようになり、建設現場作業の簡
単化を図ることができる。As described above, in the present invention, since the thickness changes in the direction of the water gradient between the cap and the strut, and the piece member corresponding to the change in the water gradient is interposed, the lower end of the strut can be moved. There is no need to cut diagonally to match the water gradient,
It may be cut at right angles to the length of the column. In addition, since the thickness of the piece member, that is, the dimension of the piece member in the length direction of the column is smaller than the entire length of the column, the thickness of the piece member changing in the direction of the water gradient is determined by the worker at the building construction site. Can be easily recognized, and therefore, when placing the piece member on the upper surface of the coping, the piece member can be placed in the correct direction, and the construction site work can be simplified.
【０００７】このように、ピース部材の厚さが変化して
いることを認識できて笠木に載せるときのピース部材の
正しい向きを容易に確認できるようになる効果は、ピー
ス部材の厚さが小さい程顕著になる。[0007] As described above, the effect that the thickness of the piece member can be recognized and the correct direction of the piece member when the piece member is placed on the coping can be easily confirmed is that the thickness of the piece member is small. It becomes more noticeable.
【０００８】また、ピース部材に、ピース部材を向ける
べき方向を示すマークが設けられていると、笠木に載せ
るときのピース部材の正しい向きを作業者に一層確実に
認識させることができるようになる。このマークは、凹
凸等による形状的なものでもよく、また、塗料等による
表示的なものでもよい。In addition, if the piece member is provided with a mark indicating the direction in which the piece member should be oriented, the operator can more reliably recognize the correct orientation of the piece member when placing it on the coping. . This mark may be a shape such as unevenness or a display such as paint.
【０００９】ピース部材は笠木の上面に単に載せてもよ
いが、ピース部材に、このピース部材を笠木に位置決め
するための位置決め部が設けられていると、笠木に対す
るピース部材の設置位置を正確なものにでき、そして笠
木に対する支柱の設置位置の正確度を高めることができ
る。The piece member may be simply placed on the top of the coping, but if the piece is provided with a positioning portion for positioning this piece on the coping, the position of the piece relative to the coping can be accurately determined. And the accuracy of the installation position of the support column with respect to the coping can be increased.
【００１０】この位置決めの方法は、ピース部材に設け
た脚部等の突起を笠木に形成した孔に嵌合するものでも
よく、反対に笠木に設けた突起をピース部材に形成した
孔に嵌合するものでもよく、その形式は任意である。In this positioning method, a projection such as a leg provided on the piece member may be fitted into a hole formed on the cap member. Conversely, a projection provided on the cap member may be fitted into a hole formed on the piece member. And the format is arbitrary.
【００１１】また、ピース部材はそれ単独で１個の部品
となっていてもよいが、このピース部材を、本体と、こ
の本体の上面と下面とに設けられて支柱との間、笠木と
の間を防水シールするシール部材とを備えたものとする
ことが好ましい。このようにすると、雨天時に支柱とピ
ース部材との間、ピース部材と笠木との間から雨水が侵
入することを有効に防止できる。Further, the piece member may be a single part by itself, but this piece member is connected to a main body and a support provided between the upper surface and the lower surface of the main body and between the main body and a support. It is preferable to provide a sealing member that seals the space between them. In this way, it is possible to effectively prevent rainwater from entering from between the support member and the piece member and between the piece member and the capping tree in rainy weather.
【００１２】[0012]
【発明の実施の形態】以下に本発明の一実施形態を図面
に基づいて説明する。図１は、本実施形態に係る手摺り
の支柱構造の断面図を示している。図２、図３は、図１
で示された支柱１の内部に配置されている中子２の建物
躯体への取付構造を示している。初めに、この中子２の
取付構造を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional view of a support structure of a handrail according to the present embodiment. 2 and 3 show FIG.
1 shows a mounting structure of a core 2 disposed inside a support 1 shown in FIG. First, the mounting structure of the core 2 will be described.
【００１３】図３に示されている通り、上方へ延びる中
子２は溶接接合された上下２枚の板材３，４からなるベ
ース部材５の上面に載せられ、上側の板材３には折り曲
げで上方へ***した***部３Ａが形成され、下側の板材
４に形成された開口部４Ａから挿入されたビス６が、ア
ルミ合金製の押し出し成形品である中子２のビスポケッ
ト２Ａにねじ込まれることにより、中子２はベース部材
５上に立設固定される。図２に示す通り、ベース部材５
はブラケット７の上面に載せられ、この上面には２個の
突片部７Ａが形成され、これらの突片部７Ａの間に位置
決めされながらベース部材５は載せられる。As shown in FIG. 3, the core 2 extending upward is placed on the upper surface of a base member 5 composed of two upper and lower plates 3 and 4 which are welded and joined, and the upper plate 3 is bent. An upwardly protruding protruding portion 3A is formed, and a screw 6 inserted from an opening 4A formed in the lower plate 4 is screwed into a screw pocket 2A of a core 2 which is an extruded product made of an aluminum alloy. Thereby, the core 2 is erected and fixed on the base member 5. As shown in FIG.
Is mounted on the upper surface of the bracket 7, two protrusions 7A are formed on the upper surface, and the base member 5 is mounted while being positioned between these protrusions 7A.
【００１４】図１に示す通り、中子２を取り付けるべき
建物躯体の内部、本実施形態ではバルコニの腰壁８の内
部には予めアンカー部材９が埋設され、図２で示されて
いるベース部材５に形成された孔５Ａおよびブラケット
７に形成された孔に図１のビス１０を挿入してアンカー
部材９にねじ込むことにより、ベース部材５とブラケッ
ト７は腰壁８に共締め結合され、ベース部材５に立設固
定されている中子２はベース部材５、ブラケット７を介
して腰壁８に結合される。As shown in FIG. 1, an anchor member 9 is buried in advance in the inside of the building frame to which the core 2 is to be attached, in this embodiment, in the waist wall 8 of the balcony, and the base member shown in FIG. 1 is screwed into the anchor member 9 by inserting the screw 10 of FIG. 1 into the hole 5A formed in the bracket 5 and the hole formed in the bracket 7, so that the base member 5 and the bracket 7 are jointly fastened to the waist wall 8, and The core 2 erected and fixed to the member 5 is connected to the waist wall 8 via the base member 5 and the bracket 7.
【００１５】図４は、前記支柱１の取付構造を示してい
る。ブラケット７に被せられて腰壁８の上端を覆うため
の笠木１１の下面には板状の裏部材１２が配置され、笠
木１１の上面には笠木１１と支柱１との間に介設される
ピース部材１３が配置される。これらの裏部材１２、笠
木１１、ピース部材１３には中子２を挿通させるための
孔１２Ａ，１１Ａ，１３Ａが設けられ、裏部材１３の下
方からビス１４を裏部材１２、笠木１１、ピース部材１
３に挿通し、さらにビス１４をアルミ合金製の押し出し
成形品である支柱１のビスポケットにねじ込むことによ
り、支柱１は裏部材１２で補強された笠木１１の部分に
ピース部材１３を介して立設固定される。FIG. 4 shows a mounting structure of the support column 1. A plate-shaped back member 12 is arranged on the lower surface of the cap 11 for covering the upper end of the waist wall 8 covered by the bracket 7, and is interposed between the cap 11 and the support 1 on the upper surface of the cap 11. The piece member 13 is arranged. Holes 12 </ b> A, 11 </ b> A, 13 </ b> A for inserting the core 2 are provided in the back member 12, the cap member 11, and the piece member 13. 1
3, and further, screws 14 are screwed into screw pockets of the column 1, which is an extruded product made of an aluminum alloy, so that the column 1 stands on the cap 11 reinforced by the back member 12 via the piece member 13. It is fixed.
【００１６】ここで、図１に示すように笠木１１が腰壁
８にブラケット７を介して取り付けれたとき、笠木１１
は水勾配の角度分だけ水平方向から傾斜することになる
ため、ピース部材１３は、この水勾配と対応するよう
に、室外側端部と室内側端部とで厚さが異なる不均一厚
さになっている。具体的に説明すると、図５に示すよう
に、ピース部材１３は、本体１５と、この本体１５の上
面と下面とに粘着剤で固定された防水シール部材１６，
１７とからなり、これらの防水シール部材１６，１７の
厚さは均一で、本体１５の厚さは笠木１１の水勾配方向
に変化した不均一厚さとなっている。厚さの小さい室外
側端部には、室外側端部であることを示すマークである
小突起１５Ａが形成され、ピース部材１３を笠木１１の
上面に置くとき、防水シート部材１６，１７の各表面に
貼られていた剥離紙を剥がした後、この小突起１５Ａを
室外側にして置く。Here, as shown in FIG. 1, when the cap 11 is attached to the waist wall 8 via the bracket 7,
Is inclined from the horizontal direction by the angle of the water gradient, so that the piece member 13 has an uneven thickness having a different thickness between the outdoor end and the indoor end to correspond to the water gradient. It has become. More specifically, as shown in FIG. 5, the piece member 13 includes a main body 15, a waterproof seal member 16 fixed to an upper surface and a lower surface of the main body 15 with an adhesive,
The thickness of the waterproof sealing members 16 and 17 is uniform, and the thickness of the main body 15 is an uneven thickness that changes in the direction of the water gradient of the coping 11. A small protrusion 15A, which is a mark indicating the outdoor end portion, is formed on the outdoor end portion having a small thickness, and when the piece member 13 is placed on the upper surface of the coping 11, each of the waterproof sheet members 16 and 17 is provided. After peeling off the release paper stuck on the surface, the small projections 15A are placed outside the room.
【００１７】また。図６に示されている通り、本体１５
には下側の防水シール部材１７を貫通して下方に延びる
２個の脚部１５Ｂが設けられており、これらの脚部１５
Ｂを笠木１１に形成されている孔１１Ｂに挿入してピー
ス部材１３を笠木１１上に配置する。Also, As shown in FIG.
Is provided with two legs 15B extending downward through the waterproof seal member 17 on the lower side.
B is inserted into the hole 11 </ b> B formed in the cap 11, and the piece member 13 is arranged on the cap 11.
【００１８】これにより、ピース部材１３は小突起１５
Ａで正しい方向に向けられながら、孔１１Ｂと脚部１５
Ｂとによる凹凸係合で笠木１１の正確な位置に設置され
たことになり、このときの脚部１５Ｂは笠木１１に対す
るピース部材１３の位置決め部となる。そして、このピ
ース部材１３上にビス１４で立設固定される支柱１は所
定の正確位置に配置されることになる。このようにピー
ス部材１３を介して笠木１１に支柱１を取り付けたと
き、ピース部材１３の本体１５の厚さは室内外方向に変
化しているため、支柱１は笠木１１に笠木１１の前記水
勾配と対応する角度をなして取り付けられていることに
なる。また、ピース部材１３と支柱１との間、ピース部
材１３と笠木１１の間は、前記防水シール部材１６，１
７で密着防水シールされていることになり、これらの防
水シール部材１６，１７は、ビス１４で支柱１がピース
部材１３を介して笠木１１に締め付け結合されることに
より圧縮されるため、防水性が向上する。As a result, the piece member 13 is
The hole 11B and the leg 15 are oriented in the correct direction at A.
The protrusion 15B has been installed at the correct position of the coping 11 by the concave and convex engagement, and the leg 15B at this time serves as a positioning portion of the piece member 13 with respect to the coping 11. Then, the column 1 erected and fixed on the piece member 13 with the screw 14 is arranged at a predetermined accurate position. When the pillar 1 is attached to the coping 11 via the piece member 13 as described above, the thickness of the main body 15 of the piece member 13 changes in the indoor and outdoor directions. It will be mounted at an angle corresponding to the slope. Further, between the piece member 13 and the support 1, and between the piece member 13 and the coping 11, the waterproof seal members 16, 1 are provided.
7, the waterproof seal members 16 and 17 are compressed when the post 1 is tightened and connected to the coping 11 via the piece member 13 with the screw 14, so that the waterproof seal members 16 and 17 are waterproof. Is improved.
【００１９】このため、手摺り全体が以下の作業によっ
て組み立てられた後において、雨天時に雨水が支柱１と
ピース部材１３との間、ピース部材１３と笠木１１との
間に侵入するのを有効に防止でき、支柱部分が２部品で
ある支柱１とピース部材１３とで形成されていても、防
水性を確保できる。For this reason, after the entire handrail is assembled by the following operation, it is possible to effectively prevent rainwater from entering between the column 1 and the piece member 13 and between the piece member 13 and the cap member 11 in rainy weather. Even if the support portion is formed by the support member 1 and the piece member 13 which are two parts, waterproofness can be ensured.
【００２０】以上のように支柱１が取り付けられた笠木
１１を上方から徐々に降ろし、裏部材１２、笠木１１、
ピース部材１３の各孔１２Ａ，１１Ａ，１３Ａに中子２
を挿入しながら、この中子２を図１に示す通り支柱１の
内部まで入れて笠木１１をブラケット７に被せ、笠木１
１の幅方向両端の係止部１１Ｃをブラケット７の同方向
の両端部７Ｂに係止することにより、笠木１１をブラケ
ット７に連結する。このときの笠木１１は室内側に下り
傾斜した水勾配を有しているが、支柱１はピース部材１
３の不均一厚さのため正確に垂直となっている。As described above, the cap 11 on which the column 1 is attached is gradually lowered from above, and the back member 12, the cap 11,
Core 2 is inserted into each hole 12A, 11A, 13A of piece member 13.
Insert the core 2 into the column 1 as shown in FIG.
The cap 11 is connected to the bracket 7 by locking the locking portions 11C at both ends in the width direction of the bracket 1 to both ends 7B of the bracket 7 in the same direction. At this time, the cap 11 has a water gradient that is inclined downward toward the indoor side.
It is precisely vertical due to the non-uniform thickness of 3.
【００２１】図７は、支柱１と中子２の上端部分を示し
ている。支柱１の内部に中子２が挿入されたとき、中子
２の上端は支柱１の上端から図７で示す高さＨ’分突出
している。このような支柱１と中子２との高さ関係は、
支柱１がどのような長さであっても、押し出し成形品か
ら得る中子２を所望長さに切断生産することにより実現
できる。FIG. 7 shows the upper end portions of the column 1 and the core 2. When the core 2 is inserted into the support 1, the upper end of the core 2 protrudes from the upper end of the support 1 by the height H ′ shown in FIG. 7. Such a height relationship between the support 1 and the core 2 is as follows.
Regardless of the length of the column 1, it can be realized by cutting and producing a core 2 obtained from an extruded product to a desired length.
【００２２】中子２の上端に架設部材１８が載せられ、
この架設部材１８は図８に示す通り平面四角形であると
ともに、図７に示されているように中央の高位の第１水
平部１８Ａと、両側の低位の第２水平部１８Ｂと、これ
らの水平部間を繋ぐ垂直部１８Ｃとからなる屈曲形状に
なっている。第１水平部１８Ａに上方から下方に２本の
ビス１９を挿通し、これらのビス１９を支柱１のビスポ
ケット１Ａにねじ込み、また、第１水平部１８Ａに上方
から下方に２本のビス２０を挿通し、これらのビス２０
を中子２のビスポケット２Ａにねじ込む。An erecting member 18 is placed on the upper end of the core 2,
The erection member 18 is a plane rectangle as shown in FIG. 8, and as shown in FIG. 7, a central first horizontal portion 18A, a lower second horizontal portion 18B on both sides, and these horizontal portions. It has a bent shape composed of a vertical portion 18C connecting the portions. Two screws 19 are inserted into the first horizontal portion 18A from above and below, and these screws 19 are screwed into the screw pockets 1A of the column 1, and two screws 20 are inserted into the first horizontal portion 18A from above and below. Through these screws 20
Into the screw pocket 2A of the core 2.
【００２３】これにより架設部材１８は支柱１と中子２
とに架設固定される。中子２のビスポケット２Ａにねじ
込まれたビス２０をさらに強くねじ込むと、ビス２０か
らの引き上げ作用により中子２は上方に引っ張られ、中
子２の上端が支柱１の上端から高さＨ分突出することに
より、その突出分に応じた予圧引張力が中子２に付与さ
れることになる。このような予圧引張力はビス２０をね
じ込むという簡単な作業を行うことにより発生させるこ
とができ、ビス２０のねじ込み量により予圧引張力の大
きさを調整できる。Thus, the erection member 18 is composed of the support 1 and the core 2
It is erected and fixed. When the screw 20 screwed into the screw pocket 2A of the core 2 is further screwed, the core 2 is pulled upward by the lifting action from the screw 20, and the upper end of the core 2 is higher than the upper end of the column 1 by the height H. By projecting, the preload tensile force corresponding to the projecting amount is applied to the core 2. Such a preload tensile force can be generated by performing a simple operation of screwing the screw 20, and the magnitude of the preload tensile force can be adjusted by the screwing amount of the screw 20.
【００２４】また、ビス２０を介して中子２を上方へ引
っ張っている架設部材１８は水平部１８Ａと垂直部１８
Ｃとを有する屈曲形状であるため、支柱１の上端と中子
２の上端とが同じ高さになっていて架設部材が単なる水
平部材となっている場合と比べ、垂直部１８Ｃが弾性傾
斜することによるばね作用も期待でき、このため、中子
２に予圧引張力を発生させることを有効に実現できる。The bridging member 18 that pulls the core 2 upward through the screw 20 includes a horizontal portion 18A and a vertical portion 18A.
C, the vertical portion 18C is elastically inclined as compared with the case where the upper end of the support 1 and the upper end of the core 2 are at the same height and the erection member is merely a horizontal member. Accordingly, a spring action can be expected, and therefore, it is possible to effectively realize the generation of the preload tensile force in the core 2.
【００２５】以上のように支柱１と中子２とに架設部材
１８が架設されるときには、上部材２１と下部材２２か
らなる手摺り２３の下部材２２は、この下部材２２に形
成されている開口部に支柱１が挿入されることにより、
支柱１に嵌合されており、下部材２２に内方に延出形成
された延出部２２Ａが支柱１の上端に載せられている。
図８で示されている通り、架設部材１８の前記第２水平
部１８Ｂは支柱１の外側に突出した突出部となってお
り、この突出部にビス２４で延出部２２Ａを結合する。
これにより、手摺り２１の下部材２２は架設部材１８を
介して支柱１と中子２に連結されたことになり、中子２
を上方に引っ張るための架設部材１８を利用してこの連
結を行うため、それだけ構造の簡単化、部品点数の削減
が達成される。As described above, when the erection member 18 is installed on the support 1 and the core 2, the lower member 22 of the handrail 23 composed of the upper member 21 and the lower member 22 is formed on the lower member 22. The support 1 is inserted into the opening
An extension 22A that is fitted to the column 1 and extends inward from the lower member 22 is placed on the upper end of the column 1.
As shown in FIG. 8, the second horizontal portion 18B of the erection member 18 is a protruding portion that protrudes outside the column 1, and the extension portion 22A is connected to the protruding portion with a screw 24.
As a result, the lower member 22 of the handrail 21 is connected to the column 1 and the core 2 via the erection member 18, and the core 2
This connection is performed by using the erection member 18 for pulling the cable upward, thereby simplifying the structure and reducing the number of parts.
【００２６】なお、架設部材１８の第１水平部１８Ａに
ビス１９，２０を挿通してこれらのビスを支柱１のビス
ポケット１Ａ、中子２のビスポケット２Ａにねじ込むこ
とは、ビス２４により架設部材１８に下部材２２を結合
した後に行ってもよい。The screws 19 and 20 are inserted through the first horizontal portion 18A of the mounting member 18 and screwed into the screw pocket 1A of the column 1 and the screw pocket 2A of the core 2, and the screw 24 This may be performed after the lower member 22 is joined to the member 18.
【００２７】この後、断面半円形の下部材２２の両端部
２２Ｂに断面半円形の上部材２１の両端係合部２１Ａを
係合することにより、断面円形の手摺り２３が形成さ
れ、この手摺り２３は支柱１の上端で支持されているこ
とになる。Thereafter, the both ends 22B of the lower member 22 having a semicircular cross section are engaged with the engaging portions 21A at both ends of the upper member 21 having a semicircular cross section, thereby forming a handrail 23 having a circular cross section. The slide 23 is supported at the upper end of the column 1.
【００２８】そして、手摺りの支持強度は、支柱１の内
部の中子２の予圧引張力が付与されているため、大きく
なっている。The support strength of the handrail is large because the preload tensile force of the core 2 inside the column 1 is applied.
【００２９】[0029]
【発明の効果】本発明によると、笠木と支柱との間にピ
ース部材を介設したため、笠木に水勾配があってもピー
ス部材の厚さを水勾配方向に変化させてこの変化を水勾
配と対応させることにより、支柱の下端を斜めに切断す
ることが不要になり、また、建物の建設現場では水勾配
方向におけるピース部材の厚さの変化を作業者は容易に
確認できるため、ピース部材を正しい向きに向けて笠木
に載せるという現場作業の容易化を達成できる。According to the present invention, since the piece member is interposed between the cap and the support, even if the cap has a water gradient, the thickness of the piece member is changed in the direction of the water gradient, and this change is detected by the water gradient. It is not necessary to cut the lower end of the column diagonally, and at the construction site of the building, the operator can easily confirm the change in the thickness of the piece member in the direction of the water gradient. It is possible to achieve the ease of on-site work of placing the camera on the coping in the correct direction.
【図１】本発明の一実施形態の構造を示す縦断面図であ
る。FIG. 1 is a longitudinal sectional view showing the structure of one embodiment of the present invention.
【図２】図１で示された中子の取付構造を示す斜視図で
ある。FIG. 2 is a perspective view showing a mounting structure of the core shown in FIG. 1;
【図３】図２の中子とベース部材との結合状態を示す図
である。FIG. 3 is a view showing a connected state of a core and a base member of FIG. 2;
【図４】図１で示された支柱と笠木等の分解斜視図であ
る。FIG. 4 is an exploded perspective view of a support column, a cap, and the like shown in FIG. 1;
【図５】支柱と笠木との間に介設されるピース部材の分
解斜視図である。FIG. 5 is an exploded perspective view of a piece member interposed between the column and the cap.
【図６】図６のピース部材が笠木に位置決め配置される
ことを示す図である。FIG. 6 is a view showing that the piece members of FIG. 6 are positioned and arranged on a coping.
【図７】手摺りが支持される支柱と中子の上端部分の図
である。FIG. 7 is a diagram of a support column on which a handrail is supported and an upper end portion of a core.
【図８】図７で示された手摺りを構成する上部材が下部
材に取り付けられる前における図７の平面図である。8 is a plan view of FIG. 7 before an upper member constituting the handrail shown in FIG. 7 is attached to a lower member.
１ 支柱 ２ 中子 ５ ベース部材 ７ ブラケット ８ 建物躯体であるバルコニの腰壁 １１ 笠木 １３ ピース部材 １５ 本体 １５Ａ マークである小突起 １５Ｂ 位置決め部である脚部 １６，１７ 防水シール部材 １８ 架設部材 DESCRIPTION OF SYMBOLS 1 Prop 2 Core 5 Base member 7 Bracket 8 Balconi waist wall which is a building frame 11 Kasagi 13 Piece member 15 Main body 15A Small projection 15B which is a mark 15B Leg which is a positioning part 16, 17 Waterproof seal member 18 Bridge member
Claims (4)
する笠木と、この笠木に立設された支柱と、この支柱の
上部で支持された手摺りとを含む手摺りの支柱構造にお
いて、前記笠木と前記支柱との間に、厚さが前記水勾配
の方向に変化していてこの変化が前記水勾配と対応して
いるピース部材が介設されていることを特徴とする手摺
りの支柱構造。Claims: 1. A handrail support structure including a cap having a water gradient, which is covered on an upper surface of a building frame, a support standing upright on the support, and a handrail supported on an upper part of the support, A handrail characterized in that a piece member whose thickness changes in the direction of the water gradient and the change corresponds to the water gradient is interposed between the cap and the support. Support structure.
いて、前記ピース部材には、このピース部材を向けるべ
き方向を示すマークが設けられていることを特徴とする
手摺りの支柱構造。2. The handrail support structure according to claim 1, wherein the piece member is provided with a mark indicating a direction in which the piece member is to be directed.
構造において、前記ピース部材には、前記笠木にこのピ
ース部材を位置決めする位置決め部が設けられているこ
とを特徴とする手摺りの支柱構造。3. A handrail support structure according to claim 1, wherein said piece member is provided with a positioning portion for positioning said piece member on said heddle. Support structure.
の支柱構造において、前記ピース部材は、本体と、この
本体の上面と下面とに設けられて前記支柱との間、前記
笠木との間を防水シールするシール部材とを備えている
ことを特徴とする手摺りの支柱構造。4. The handrail support structure according to claim 1, wherein said piece member is provided on a main body, and on an upper surface and a lower surface of said main body, said piece member being provided between said support members. And a sealing member for waterproofly sealing between the handrail and the handrail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5661897A JP3765095B2 (en) | 1997-03-11 | 1997-03-11 | Handrail support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5661897A JP3765095B2 (en) | 1997-03-11 | 1997-03-11 | Handrail support structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10252237A true JPH10252237A (en) | 1998-09-22 |
| JP3765095B2 JP3765095B2 (en) | 2006-04-12 |
Family
ID=13032270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5661897A Expired - Fee Related JP3765095B2 (en) | 1997-03-11 | 1997-03-11 | Handrail support structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3765095B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020045639A (en) * | 2018-09-14 | 2020-03-26 | 積水ハウス株式会社 | Mounting structure of handrail and method for mounting handrail |
-
1997
- 1997-03-11 JP JP5661897A patent/JP3765095B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020045639A (en) * | 2018-09-14 | 2020-03-26 | 積水ハウス株式会社 | Mounting structure of handrail and method for mounting handrail |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3765095B2 (en) | 2006-04-12 |
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