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JP6952304B2 - Mounting structure of handrail support and its mounting method - Google Patents
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JP6952304B2 - Mounting structure of handrail support and its mounting method - Google Patents

Mounting structure of handrail support and its mounting method Download PDF

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JP6952304B2
JP6952304B2 JP2017184553A JP2017184553A JP6952304B2 JP 6952304 B2 JP6952304 B2 JP 6952304B2 JP 2017184553 A JP2017184553 A JP 2017184553A JP 2017184553 A JP2017184553 A JP 2017184553A JP 6952304 B2 JP6952304 B2 JP 6952304B2
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core material
handrail
column
gap
fixed
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JP2019060110A (en
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誠 安田
誠 安田
善正 原田
善正 原田
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YASUDA CO., LTD.
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Description

この発明は、マンションのベランダ等に取り付られる墜落防止手すりや、病院や介護施設の歩行通路等に取り付られる歩行補助手すりなどの手すり支柱の取付構造、及びその手すり支柱の取付方法に関するものである。 The present invention relates to a structure for attaching handrail struts such as a fall prevention handrail attached to a balcony of an apartment, a walking assistance handrail attached to a walking passage in a hospital or a nursing facility, and a method for attaching the handrail stanchion. be.

墜落防止手すりや歩行補助手すりなどの手すり支柱は、強度を保持する目的の芯材と、他の部材との取り合いや表面化粧を目的として使う支柱を組み合わせて使用する。通常、支柱と芯材はどちらも中空パイプ状で、支柱の上端部は笠木と固定し、下端部はコンクリート躯体に設けられた取付穴に挿入し、隙間をモルタルで固定する。 Handrail struts such as fall prevention handrails and walking assistance handrails are used by combining a core material for the purpose of maintaining strength and struts used for the purpose of connecting with other members and surface makeup. Normally, both the strut and the core material are hollow pipe-shaped, the upper end of the strut is fixed to the cap tree, the lower end is inserted into the mounting hole provided in the concrete skeleton, and the gap is fixed with mortar.

一般的に手すりは取付後、ずっと外部環境にさらされるため、風雨、着雪、寒暖差などの条件により支柱内部に水が滞留する。滞留した水はコンクリート躯体へ浸水してクラックを生じさせたり、氷結して膨張し支柱やコンクリート躯体を爆裂破壊するという問題を起こす。 Generally, since the handrail is exposed to the external environment for a long time after installation, water stays inside the column due to conditions such as wind and rain, snow accretion, and temperature difference. The stagnant water infiltrates the concrete skeleton and causes cracks, or freezes and expands, causing problems such as explosive destruction of columns and concrete skeleton.

そこで、従来、手すり支柱を取り付けるには、コンクリート躯体の端に立設される突縁部にアンカーボルトを差し立てる差込孔を設ける。アンカーボルトは、この差込孔に接合するよう鉄筋からなる2本の棒材を結束して使用し、突縁部の上面の上下にわたる高さ位置にアルミテープを巻いて結束をなしている。そして、手すり支柱に差し込まれる補強芯材をアンカーボルトとの間に空間ができる中空に押出成形により形成し、その空間に無収縮モルタル等の接着剤を充填することにより、アンカーボルトと補強芯材とを硬化した接着剤を介して予め一体化してから、アンカーボルトを突縁部の差込孔に差し立てている。さらに、その差込孔に接着剤を充填し硬化させることにより補強芯材を立設し、その補強芯材に手すり支柱を挿嵌してコンクリートの突縁部に固定している(特許文献1)。 Therefore, conventionally, in order to attach the handrail support, an insertion hole for inserting an anchor bolt is provided at a protruding edge portion erected at the end of the concrete skeleton. Anchor bolts are used by bundling two rods made of reinforcing bars so as to be joined to the insertion holes, and aluminum tape is wrapped around the upper surface of the ridge portion at a height position to form the bundling. Then, the reinforcing core material to be inserted into the handrail column is formed by extrusion molding in a hollow space between the anchor bolt and the anchor bolt, and the space is filled with an adhesive such as non-shrink mortar to form the anchor bolt and the reinforcing core material. After being integrated in advance with a cured adhesive, the anchor bolts are inserted into the insertion holes at the ridges. Further, a reinforcing core material is erected by filling the insertion hole with an adhesive and hardening the insertion hole, and a handrail strut is inserted into the reinforcing core material and fixed to the ridge of concrete (Patent Document 1). ).

すなわち、この手すり支柱の取付方法は、芯材にアンカーボルト(金属棒)を増設しコンクリート躯体に埋め込み接着剤で固定することを概要とするものである。 That is, the method of attaching the handrail support is based on the outline of adding anchor bolts (metal rods) to the core material, embedding them in the concrete skeleton, and fixing them with an adhesive.

さらに、従来の手すり支柱の取付構造としては、ベランダ等の堰壁に形成された支柱取付穴の底部に設けたアンカー金物に支柱取付基材を固着する。この支柱取付基材に筒状の手すり支柱の下端部を外嵌し、堰壁の支柱取付穴にグラウト材を注入して、手すり支柱を支柱取付基材に固定するようにする。次に、手すり支柱の下端部に上下方向に長いグラウト材流込用の長孔を設け、手すり支柱の下端部を支柱取付基材に外嵌するにあたり、手すり支柱の長孔の上端が堰壁上面よりも上位に位置するように手すり支柱を支柱取付基材に外嵌する。そして、支柱取付穴に注入して固化したグラウト材の上面レベルが、手すり支柱の内外において堰壁上面とほぼ面一となるようにしている(特許文献2)。 Further, as a conventional handrail support mounting structure, the support mounting base material is fixed to an anchor metal fitting provided at the bottom of a support mounting hole formed in a weir wall such as a veranda. The lower end of the cylindrical handrail strut is fitted onto the strut mounting base material, and a grout material is injected into the strut mounting hole of the weir wall to fix the handrail strut to the strut mounting base material. Next, when a long hole for pouring grout material is provided at the lower end of the handrail support and the lower end of the handrail support is fitted onto the support base material, the upper end of the long hole of the handrail support is a weir wall. The handrail strut is fitted onto the strut mounting base material so as to be located above the upper surface. Then, the upper surface level of the grout material injected into the column mounting holes and solidified is made to be substantially flush with the upper surface of the weir wall inside and outside the handrail column (Patent Document 2).

すなわち、この手すり支柱の取付構造は、支柱取付基材(芯材)と支柱にグラウト材(充填剤)を流し込む穴や隙間をつくり、支柱の取付時に充填剤がパイプ内まで充填して排水できるような機構にすることを概要とするものである。 That is, this handrail strut mounting structure creates holes and gaps in the strut mounting base material (core material) and the strut for pouring the grout material (filler), and the filler can be filled into the pipe and drained when the strut is mounted. The outline is to make such a mechanism.

特許第4440136号公報Japanese Patent No. 4440136 特許第5816637号公報Japanese Patent No. 5816637

しかしながら、上記特許文献1に示された従来の手すり支柱の取付方法は、支柱内部の水の排水については非常に有効な方法であるが、アンカーボルト等の細い金属棒を取り付けるためにネジを切ったり溶接する加工が必要で、かつ芯材と比較して細い材料を埋め込むため強度が弱いという課題を有していた。 However, the conventional method of attaching the handrail column shown in Patent Document 1 is a very effective method for draining water inside the column, but it is threaded to attach a thin metal rod such as an anchor bolt. It has a problem that it needs to be processed by welding or welding, and its strength is weak because it embeds a material thinner than the core material.

さらに、上記特許文献2に示された従来の手すり支柱の取付構造は、手すり施工後の現場で、手すりに開けた排水用の穴よりポンプで流動性の高い充填物を注入して水が滞留しないようにしているが、注入量の調節が困難で充填物があふれて付着することもあるため養生を十分に行わなくてはならないという課題を有していた。また、支柱内に充填剤がいきわたらず空間ができる恐れがあり、充填剤が隅々まで入り込むのに時間がかかり、充填剤のレベルが下がる都度に充填しなくてはならず、かつ、充填剤の粘性が高まる前に施工しなくてはならないため品質の維持が困難であるという課題を有していた。 Further, in the conventional mounting structure of the handrail strut shown in Patent Document 2, water is retained by injecting a highly fluid filling with a pump through a drainage hole made in the handrail at the site after the handrail construction. However, there is a problem that sufficient curing must be performed because it is difficult to adjust the injection amount and the filling material may overflow and adhere. In addition, there is a risk that the filler will not spread inside the columns and a space will be created, it will take time for the filler to enter every corner, and it will have to be filled each time the level of the filler drops, and it will be filled. There was a problem that it was difficult to maintain the quality because it had to be applied before the viscosity of the agent increased.

そこで、この発明は、上記従来の課題を解決するものであり、取付け強度に優れ、品質の維持が容易で、養生に時間がかかることのない手すり支柱の取付構造及びその手すり支柱の取付方法を提供することを目的としてなされたものである。 Therefore, the present invention solves the above-mentioned conventional problems, and provides a structure for mounting a handrail strut and a method for mounting the handrail strut, which are excellent in mounting strength, easy to maintain quality, and do not take time to cure. It was made for the purpose of providing.

そのため、この発明の手すり支柱の取付構造は、下端を閉鎖した中空の芯材1の下部に接着剤Sを溜め込み、この芯材1の上方から金属柱2を落とし込んで、この金属柱2の側周面と芯材1の下部内壁の隙間、及び金属柱2の上面に接着剤Sが充満するようにして、この接着剤Sを固めることにより、前記芯材1の下部内壁に隙間なく前記金属柱2が固着され、この芯材1の下部1aが、手すり支柱3の下方に突出されるようにして、この手すり支柱3に前記芯材1が固定され、前記芯材1の金属柱2が固着された部分の下部1aが、コンクリート躯体Fに設けられた支柱取付穴4に埋設されている。 Therefore, in the mounting structure of the handrail support of the present invention , the adhesive S is stored in the lower part of the hollow core material 1 whose lower end is closed, and the metal pillar 2 is dropped from above the core material 1 to the side of the metal pillar 2. By solidifying the adhesive S so that the gap between the peripheral surface and the lower inner wall of the core material 1 and the upper surface of the metal pillar 2 are filled with the adhesive S, the metal is formed without a gap in the lower inner wall of the core material 1. The pillar 2 is fixed, the lower portion 1a of the core material 1 is projected below the handrail support column 3, the core material 1 is fixed to the handrail support column 3, and the metal column 2 of the core material 1 is fixed. The lower portion 1a of the fixed portion is embedded in the column mounting hole 4 provided in the concrete skeleton F.

この発明の手すり支柱の取付構造において、前記芯材1には、金属柱2の上面にかかるように水抜き孔hを設けたものとしている。 In the mounting structure of the handrail column of the present invention, the core material 1 is provided with a drain hole h so as to cover the upper surface of the metal column 2.

この発明の手すり支柱の取付構造において、前記芯材1と手すり支柱3の間には上下方向に延びる隙間G1 が形成されている。 In the mounting structure of the handrail strut of the present invention, a gap G1 extending in the vertical direction is formed between the core material 1 and the handrail strut 3.

この発明の手すり支柱の取付構造において、前記手すり支柱3の下端とコンクリート床Fとの間には隙間G2 が形成されている。 In the mounting structure of the handrail support of the present invention, a gap G2 is formed between the lower end of the handrail support 3 and the concrete floor F.

さらに、この発明の手すり支柱の取付方法は、手すり支柱の取付現場以外で、下端を閉鎖した中空の芯材1の下部に接着剤Sを溜め込み、この芯材1の上方から金属柱2を落とし込んで、この金属柱2の側周面と芯材1の下部内壁の隙間、及び金属柱2の上面に接着剤Sが充満するようにして、この接着剤Sを固めることにより、下部内壁に隙間なく金属柱2が固着された芯材1を製作し、手すり支柱の取付現場で、前記芯材1の金属柱2が固着された部分の下部1aが、手すり支柱3の下方に突出されるようにして、この手すり支柱3に前記芯材1を固定し、コンクリート躯体Fに設けられた支柱取付穴4に、前記芯材1の金属柱2が固着された部分の下部1aを差し込み、前記支柱取付穴4に充填剤Mを充填し、養生している。 Further, in the method of attaching the handrail column of the present invention , the adhesive S is stored in the lower part of the hollow core material 1 whose lower end is closed, and the metal column 2 is dropped from above the core material 1 except at the attachment site of the handrail column. Then, the gap between the side peripheral surface of the metal pillar 2 and the lower inner wall of the core material 1 and the upper surface of the metal pillar 2 are filled with the adhesive S, and the adhesive S is solidified to form a gap in the lower inner wall. A core material 1 to which the metal pillar 2 is fixed is manufactured, and the lower portion 1a of the portion to which the metal pillar 2 of the core material 1 is fixed is projected below the handrail support 3 at the installation site of the handrail support. Then, the core material 1 is fixed to the handrail support column 3, and the lower portion 1a of the portion where the metal column 2 of the core material 1 is fixed is inserted into the support column mounting hole 4 provided in the concrete skeleton F, and the support column is inserted. The mounting hole 4 is filled with the filler M and cured.

この発明の手すり支柱の取付方法は、前記手すり支柱3の下端とコンクリート床Fとの間に隙間G2 を形成するようにしている。 In the method of attaching the handrail support according to the present invention, a gap G2 is formed between the lower end of the handrail support 3 and the concrete floor F.

この発明は、以上に述べたように構成されており、芯材1の下部内壁に金属柱2が隙間なく固着されているので、取付け強度に優れたものとなる。 The present invention is configured as described above, and since the metal pillar 2 is fixed to the lower inner wall of the core material 1 without a gap, the mounting strength is excellent.

さらに、この発明は、金属柱の表面が露出することがなく、この金属柱にメッキなどの防食処理が不要となり、品質の維持が容易なものとなる。 Further, the invention is not to be exposed surface of the metal column 2, anticorrosion treatment such as plating on the metal column 2 is not required, becomes easy to maintain the quality.

また、この発明は、芯材1の下部に固着される金属柱2の材質や長さを変えることにより、強度を調節することができるので、現場の要求に応じた強度に容易に調節することができる。 Further, in the present invention, the strength can be adjusted by changing the material and length of the metal pillar 2 fixed to the lower part of the core material 1, so that the strength can be easily adjusted to meet the demands of the site. Can be done.

そして、この発明は、芯材の下部に金属柱を固着する作業を現場で行う必要がなく、この作業を工場から出荷する段階で行なっておけばよいので、現場での作業(施工)時間を短縮することができる。 Further, in the present invention, it is not necessary to perform the work of fixing the metal pillar to the lower part of the core material at the site, and this work may be performed at the stage of shipping from the factory, so that the work (construction) time at the site can be reduced. Can be shortened.

また、この発明は、コンクリート躯体Fに設けた支柱取付穴4に充填剤Mを充填するだけでよいので、注入量の調節も容易で充填物があふれてしまうこともなく、品質の維持が容易なものとなる。 Further, in the present invention, since it is only necessary to fill the support column mounting hole 4 provided in the concrete skeleton F with the filler M, the injection amount can be easily adjusted, the filler does not overflow, and the quality can be easily maintained. It will be something like that.

この発明の手すり支柱の取付構造の一実施形態を示す縦断面図である。It is a vertical cross-sectional view which shows one Embodiment of the attachment structure of the handrail support of this invention. この発明の手すり支柱の取付構造に用いる芯材の一実施形態を示しており、(a)はその芯材の縦断面図であり、(b)はその芯材の横断面図である。An embodiment of the core material used for the mounting structure of the handrail strut of the present invention is shown, (a) is a vertical sectional view of the core material, and (b) is a cross-sectional view of the core material. この発明の手すり支柱の取付構造に用いる芯材の他の実施形態を示しており、(a)はその芯材の縦断面図であり、(b)はその芯材の横断面図である。Other embodiments of the core material used for the mounting structure of the handrail strut of the present invention are shown, (a) is a vertical sectional view of the core material, and (b) is a cross-sectional view of the core material. この発明の手すり支柱の取付構造に用いる芯材のさらに他の実施形態を示しており、(a)はその芯材の縦断面図であり、(b)はその芯材の横断面図である。Yet another embodiment of the core material used for the mounting structure of the handrail strut of the present invention is shown, (a) is a vertical sectional view of the core material, and (b) is a cross-sectional view of the core material. .. この発明の手すり支柱の取付構造に用いる芯材の下部に金属柱を固着する手順の一例を示す説明図である。It is explanatory drawing which shows an example of the procedure of fixing a metal column to the lower part of the core material used for the attachment structure of the handrail column of this invention. この発明の手すり支柱の取付構造に用いる芯材の下部に金属柱を固着する手順の他の例を示す説明図である。It is explanatory drawing which shows another example of the procedure of fixing a metal column under the core material used for the attachment structure of the handrail column of this invention. この発明の手すり支柱の取付方法に用いる手すりの縦断面図である。It is a vertical cross-sectional view of the handrail used in the method of attaching the handrail support of this invention. 図7中のAーA線による手すり支柱の横断面図である。It is a cross-sectional view of the handrail strut by the line AA in FIG. この発明の手すり支柱の取付方法の説明図である。It is explanatory drawing of the attachment method of the handrail support of this invention.

以下、この発明の手すり支柱の取付構造及びその取付方法を図面に基づいて詳細に説明する。 Hereinafter, the mounting structure of the handrail strut of the present invention and the mounting method thereof will be described in detail with reference to the drawings.

この発明の手すり取付構造は、図1に示したように、中空の芯材1の下部内壁に隙間なく金属柱2が固着され、この芯材1の金属柱2が固着された部分の下部1aが、手すり支柱3の下方に突出されるようにして、この手すり支柱3に前記芯材1が固定されている。そして、前記芯材1の金属柱2が固着された部分の下部1aが、コンクリート躯体Fに設けられた支柱取付穴4に埋設されている。なお、前記手すり支柱3の上端部は、図示していないが、笠木などが被せられている。 In the handrail mounting structure of the present invention, as shown in FIG. 1, the metal pillar 2 is fixed to the lower inner wall of the hollow core material 1 without a gap, and the lower portion 1a of the portion where the metal pillar 2 of the core material 1 is fixed is fixed. However, the core material 1 is fixed to the handrail support 3 so as to project below the handrail support 3. Then, the lower portion 1a of the portion where the metal column 2 of the core material 1 is fixed is embedded in the column mounting hole 4 provided in the concrete skeleton F. Although not shown, the upper end of the handrail support 3 is covered with a cap tree or the like.

前記芯材1は、アルミ、ステンレスなどの金属で筒状に形成したものとしており、図示したように角を落とした略四角筒状に形成したものとしているが、円筒状、楕円筒状などにすることもできる。この芯材1は、図1、7に示したように、取付現場などで任意の個所に孔が設けられ、手すり支柱3が被せられる。そして、この手すり支柱3に設けられたネジ孔から芯材1の孔にネジやボルト等の固定具Bが捩じ込まれることによって、手すり支柱3の高さの調節を行なって、芯材1が手すり支柱3に固定される。なお、前記芯材1には、金属柱2の上面にかかるように水抜き孔hを設けたものとしている。この水抜き孔hは、芯材1の内部に浸入した雨水等が通過して、後に述べる芯材1と手すり支柱3の間の隙間G1 に排出されるようにしている。 The core material 1 is formed of a metal such as aluminum or stainless steel in a tubular shape, and is formed in a substantially square tubular shape with rounded corners as shown in the figure. You can also do it. As shown in FIGS. 1 and 7, the core material 1 is provided with holes at arbitrary locations such as at the mounting site, and the handrail support column 3 is covered with the core material 1. Then, the height of the handrail strut 3 is adjusted by screwing a fixture B such as a screw or a bolt into the hole of the core material 1 from the screw hole provided in the handrail strut 3, and the core material 1 is adjusted. Is fixed to the handrail column 3. The core material 1 is provided with a drain hole h so as to cover the upper surface of the metal pillar 2. The drain hole h allows rainwater or the like that has entered the inside of the core material 1 to pass through and is discharged into the gap G1 between the core material 1 and the handrail support column 3, which will be described later.

前記金属柱2は、鉄、アルミ、ステンレスなどの金属で平板状や棒状に形成したものとしており、図2に示したように厚みのある平板状の一枚ものとしたり、図3に示したように薄い平板状にしたもの2aを複数枚、重ね合わせものとしたり、図4に示したように平板状としたもの2bに棒状にしたもの2cを組み合わせたものとして、中空の芯材1の下部内壁に隙間なく固着されている。 The metal pillar 2 is formed of a metal such as iron, aluminum, or stainless steel in a flat plate shape or a rod shape, and may be a thick flat plate shape as shown in FIG. 2 or shown in FIG. As shown in FIG. 4, a plurality of thin flat plates 2a are laminated, or as shown in FIG. 4, a flat core 2b and a rod-shaped 2c are combined to form a hollow core material 1. It is firmly fixed to the lower inner wall without any gaps.

そして、前記芯材1の下部内壁に隙間なく金属柱2が固着されたものにするには、金属柱2を芯材1の中空部より一回り小さい太さに形成し、その金属柱2の側周面を接着剤Sで中空の芯材1の下部内壁に隙間なく接着したものとしている。この接着の手順としては、図5に示したように、芯材1の下端を栓体5で閉鎖し、この芯材1の上方から中空部に接着剤Sを流し込んで、この接着剤Sを芯材1の下部に溜め込み、そして芯材1の上方から金属柱2を落とし込む。すると、金属柱の側周面と芯材1の下部内壁の隙間、及び金属柱の上面に接着剤Sが充満するので、この状態で接着剤Sが固まるまで養生すればよい。前記接着剤Sとしては、耐熱性や耐久性に優れたエポキシ樹脂系接着剤を用いるのが好ましいが、これに限定されるものではない。なお、前記芯材1の下端を閉鎖するには、キャップ(図示せず)を用いてもよい。 Then, in order to make the metal pillar 2 fixed to the lower inner wall of the core material 1 without a gap, the metal pillar 2 is formed to have a thickness one size smaller than the hollow portion of the core material 1, and the metal pillar 2 is formed. It is assumed that the side peripheral surface is adhered to the lower inner wall of the hollow core material 1 with the adhesive S without any gap. As a procedure for this adhesion, as shown in FIG. 5, the lower end of the core material 1 is closed by the plug body 5, and the adhesive S is poured into the hollow portion from above the core material 1 to apply the adhesive S. It is stored in the lower part of the core material 1, and the metal pillar 2 is dropped from above the core material 1. Then, the gap between the side peripheral surface of the metal column 2 and the lower inner wall of the core material 1 and the upper surface of the metal column 2 are filled with the adhesive S, and the adhesive S may be cured in this state until the adhesive S hardens. As the adhesive S, it is preferable to use an epoxy resin-based adhesive having excellent heat resistance and durability, but the adhesive S is not limited thereto. A cap (not shown) may be used to close the lower end of the core material 1.

さらに、前記芯材1の下部内壁に隙間なく金属柱2が固着されたものにするには、金属柱2を芯材1の中空部と同じか、僅かに大きい太さに形成し、この金属柱2を図6に示したように、芯材2の下方から押し込むか、打ち込めばよい。 Further, in order to make the metal pillar 2 fixed to the lower inner wall of the core material 1 without a gap, the metal pillar 2 is formed to have the same or slightly larger thickness as the hollow portion of the core material 1. As shown in FIG. 6, the pillar 2 may be pushed or driven from below the core material 2.

前記手すり支柱3は、アルミ、ステンレスなどの金属で筒状に形成したものとしており、図示したように略四角筒状に形成したものとしているが、円筒状、楕円筒状などにすることもできる。この手すり支柱3の内壁には、図8に示したように周方向に間隔をあけて複数の突起6が形成されている。この手すり支柱3が前記芯材1に被せられて固定される際に、前記突起6が芯材1の外面に当接し、この突起6により芯材1と手すり支柱3の間には上下方向に延びる隙間G1 が形成されている。この隙間G1 は、芯材1や手すり支柱3の内部に浸入した雨水等が通過するようにしている。 The handrail support column 3 is formed of a metal such as aluminum or stainless steel in a tubular shape, and is formed in a substantially square tubular shape as shown in the drawing. .. As shown in FIG. 8, a plurality of protrusions 6 are formed on the inner wall of the handrail support column 3 at intervals in the circumferential direction. When the handrail strut 3 is covered with the core material 1 and fixed, the protrusion 6 comes into contact with the outer surface of the core material 1, and the protrusion 6 causes the core material 1 and the handrail strut 3 to be in the vertical direction. An extending gap G1 is formed. The gap G1 allows rainwater or the like that has entered the inside of the core material 1 or the handrail support 3 to pass through.

前記支柱取付穴4は、マンションのベランダ等のコンクリート躯体Fに設けられており、前記芯材1の金属柱2が固着された部分の下部1aを差し込むと共に、モルタル等の充填剤Mを充填して、この充填剤Mを固めることにより、前記芯材1の下部1aを埋設したものとしている。この場合、前記手すり支柱3の下端とコンクリート床Fとの間には、隙間G2 が形成されている。この隙間G2 は、芯材1や手すり支柱3の内部に浸入し、前記隙間G1 を通過した雨水等が外部に排出されるようにしている。 The pillar mounting hole 4 is provided in a concrete skeleton F such as a veranda of an apartment, and a lower portion 1a of a portion to which the metal pillar 2 of the core material 1 is fixed is inserted and a filler M such as mortar is filled. By solidifying the filler M, the lower portion 1a of the core material 1 is embedded. In this case, a gap G2 is formed between the lower end of the handrail support column 3 and the concrete floor F. The gap G2 penetrates into the core material 1 and the handrail support column 3 so that rainwater or the like that has passed through the gap G1 is discharged to the outside.

なお、前記支柱取付穴4には、芯材1の下部1aのみを埋設したものとすることにより、手すり支柱3の下部も併せて埋設したものより、支柱取付穴4の穴径を小さくすることができ、コンクリート躯体Fの強度欠損を減らすことができる。さらに、この支柱取付穴4の穴径を小さくすることで、コンクリート躯体Fを保持する鉄筋を配置する自由度が高まり、コンクリート躯体Fを小さくすることができる。 By burying only the lower part 1a of the core material 1 in the support column mounting hole 4, the hole diameter of the support column mounting hole 4 is smaller than that in which the lower part of the handrail support column 3 is also embedded. It is possible to reduce the strength loss of the concrete skeleton F. Further, by reducing the hole diameter of the support column mounting hole 4, the degree of freedom in arranging the reinforcing bars for holding the concrete skeleton F is increased, and the concrete skeleton F can be reduced.

そこで、前記下部内壁に隙間なく金属柱2が固着された芯材1を用いて、手すり支柱3をベランダなどのコンクリート躯体Fに設けられた支柱取付穴4に取り付けるには、次のようにして行う。以下、この発明の手すり支柱の取付方法について説明する。 Therefore, in order to attach the handrail support column 3 to the support column mounting hole 4 provided in the concrete skeleton F such as a veranda by using the core material 1 in which the metal column 2 is fixed to the lower inner wall without a gap, the following is performed. conduct. Hereinafter, a method of attaching the handrail support of the present invention will be described.

先ず、工場などの手すり支柱の取付現場以外で、図7、8に示したような、前記下部内壁に隙間なく金属柱2が固着された芯材1を製作し、この芯材1を手すり支柱の取付現場に運搬する。 First, a core material 1 in which a metal pillar 2 is fixed to the lower inner wall without a gap is manufactured as shown in FIGS. Transport to the installation site.

そして、マンションのベランダ等の手すり支柱の取付現場で、前記芯材1の金属柱2が固着された部分の下部1aが、手すり支柱3の下方に突出されるようにし、この芯材1の任意の個所に孔を設けてから、この芯材1に手すり支柱3を被せる。そして、この手すり支柱3に設けられたネジ孔から芯材1の孔にネジやボルト等の固定具Bを捩じ込むことによって、手すり支柱3の高さの調節を行なって、この手すり支柱3に前記芯材1を固定する。 Then, at the installation site of the handrail support such as the veranda of the condominium, the lower portion 1a of the portion where the metal pillar 2 of the core material 1 is fixed is made to protrude below the handrail support 3, and the core material 1 is arbitrarily selected. After making a hole in the place, the handrail support column 3 is put on the core material 1. Then, the height of the handrail strut 3 is adjusted by screwing a fixture B such as a screw or a bolt into the hole of the core material 1 from the screw hole provided in the handrail strut 3, and the handrail strut 3 is adjusted. The core material 1 is fixed to.

次に、図9に示したように、コンクリート躯体Fに設けられた支柱取付穴4に、前記芯材1の金属柱2が固着された部分の下部1aを差し込み、手すり支柱3の下端とコンクリート床Fとの間に隙間G2 を形成するようにして、図1に示したように、前記支柱取付穴4に充填剤Mを充填し、この充填剤Mが固まるまで養生すればよい。 Next, as shown in FIG. 9, the lower portion 1a of the portion where the metal column 2 of the core material 1 is fixed is inserted into the column mounting hole 4 provided in the concrete skeleton F, and the lower end of the handrail column 3 and concrete are inserted. As shown in FIG. 1, the support column mounting hole 4 may be filled with the filler M so as to form a gap G2 with the floor F, and the filler M may be cured until it hardens.

以上に述べたように構成されたこの発明の手すり支柱の取付構造は、芯材1の下部内壁に金属柱2が隙間なく固着されているので、取付け強度に優れたものとなる。 The mounting structure of the handrail strut of the present invention configured as described above is excellent in mounting strength because the metal pillar 2 is fixed to the lower inner wall of the core material 1 without any gap.

さらに、この発明の手すり支柱の取付構造は、芯材1の下部内壁に隙間なく金属柱2が固着されているので、金属柱の表面が露出することがなく、この金属柱にメッキなどの防食処理が不要となり、品質の維持が容易なものとなる。
Further, in the mounting structure of the handrail column of the present invention, since the metal column 2 is fixed to the lower inner wall of the core material 1 without a gap , the surface of the metal column 2 is not exposed, and the metal column 2 is plated or the like. Anticorrosion treatment is not required, and it is easy to maintain the quality.

また、この発明の手すり支柱の取付構造は、芯材1の下部に固着される金属柱2の材質や長さを変えることにより、強度を調節することができるので、現場の要求に応じた強度に容易に調節することができる。 Further, the strength of the handrail column mounting structure of the present invention can be adjusted by changing the material and length of the metal column 2 fixed to the lower part of the core material 1, so that the strength can be adjusted according to the requirements of the site. Can be easily adjusted.

そして、この発明の手すり支柱の取付方法は、芯材1の下部に金属柱2を固着する作業を現場で行う必要がなく、この作業を工場等から出荷する段階で行なっておけばよいので、現場での作業(施工)時間を短縮することができる。 In the method of attaching the handrail support of the present invention, it is not necessary to perform the work of fixing the metal pillar 2 to the lower part of the core material 1 at the site, and this work may be performed at the stage of shipping from a factory or the like. The work (construction) time at the site can be shortened.

さらに、この発明の手すり支柱の取付方法は、コンクリート躯体Fに設けた支柱取付穴4に充填剤Mを充填するだけでよいので、注入量の調節も容易で充填物があふれてしまうこともなく、品質の維持が容易なものとなる。 Further, in the method of mounting the handrail strut of the present invention, since it is only necessary to fill the strut mounting hole 4 provided in the concrete skeleton F with the filler M, the injection amount can be easily adjusted and the filler does not overflow. , It becomes easy to maintain the quality.

1 芯材
1a 下部
2 金属柱
3 手すり支柱
4 支柱取付穴
F コンクリート躯体
G1 隙間
G2 隙間
h 水抜き孔
M 充填剤
S 接着剤
1 Core material 1a Lower part 2 Metal pillar 3 Handrail support 4 Support mounting hole F Concrete skeleton G1 Gap G2 Gap h Drain hole M Filler S Adhesive

Claims (6)

下端を閉鎖した中空の芯材(1)の下部に接着剤(S)を溜め込み、この芯材(1)の上方から金属柱(2)を落とし込んで、この金属柱(2)の側周面と芯材(1)の下部内壁の隙間、及び金属柱(2)の上面に接着剤(S)が充満するようにして、この接着剤(S)を固めることにより、前記芯材(1)の下部内壁に隙間なく前記金属柱(2)が固着され、この芯材(1)の下部(1a)が、手すり支柱(3)の下方に突出されるようにして、この手すり支柱(3)に前記芯材(1)が固定され、前記芯材(1)の金属柱(2)が固着された部分の下部(1a)が、コンクリート躯体(F)に設けられた支柱取付穴(4)に埋設されていることを特徴とする手すり支柱の取付構造。 The adhesive (S) is stored in the lower part of the hollow core material (1) with the lower end closed, and the metal pillar (2) is dropped from above the core material (1) to drop the side peripheral surface of the metal pillar (2). The core material (1) is solidified by filling the gap between the lower inner wall of the core material (1) and the upper surface of the metal pillar (2) with the adhesive (S ). The metal pillar (2) is fixed to the inner wall of the lower part of the core material (1) without a gap, and the lower part (1a) of the core material (1) is projected below the handrail support (3). The lower part (1a) of the portion where the core material (1) is fixed to the core material (1) and the metal pillar (2) of the core material (1) is fixed to the pillar mounting hole (4) provided in the concrete skeleton (F). A mounting structure for handrail columns, which is characterized by being buried in. 前記芯材(1)には、金属柱(2)の上面にかかるように水抜き孔(h)を設けたものとしていることを特徴とする請求項1記載の手すり支柱の取付構造。 The mounting structure for a handrail support according to claim 1, wherein the core material (1) is provided with a drain hole (h) so as to cover the upper surface of the metal column (2). 前記芯材(1)と手すり支柱(3)の間には上下方向に延びる隙間(G1 )が形成されていることを特徴とする請求項1記載の手すり支柱の取付構造。 The mounting structure for a handrail strut according to claim 1, wherein a gap (G1) extending in the vertical direction is formed between the core material (1) and the handrail strut (3). 前記手すり支柱(3)の下端とコンクリート床(F)との間には隙間(G2 )が形成されたものとしていることを特徴とする請求項1記載の手すり支柱の取付構造。 The mounting structure for the handrail strut according to claim 1, wherein a gap (G2) is formed between the lower end of the handrail strut (3) and the concrete floor (F). 手すり支柱の取付現場以外で、下端を閉鎖した中空の芯材(1)の下部に接着剤(S)を溜め込み、この芯材(1)の上方から金属柱(2)を落とし込んで、この金属柱(2)の側周面と芯材(1)の下部内壁の隙間、及び金属柱(2)の上面に接着剤(S)が充満するようにして、この接着剤(S)を固めることにより、下部内壁に隙間なく金属柱(2)が固着された芯材(1)を製作し、手すり支柱の取付現場で、前記芯材(1)の金属柱(2)が固着された部分の下部(1a)が、手すり支柱(3)の下方に突出されるようにして、この手すり支柱(3)に前記芯材(1)を固定し、コンクリート躯体(F)に設けられた支柱取付穴(4)に、前記芯材(1)の金属柱(2)が固着された部分の下部(1a)を差し込み、前記支柱取付穴(4)に充填剤(M)を充填し、養生していることを特徴とする手すり支柱の取付方法。 The metal pillar (2) is dropped from above the core material (1) by accumulating the adhesive (S) in the lower part of the hollow core material (1) with the lower end closed , except at the installation site of the handrail support. The adhesive (S) is solidified so that the gap between the side peripheral surface of the pillar (2) and the lower inner wall of the core material (1) and the upper surface of the metal pillar (2) are filled with the adhesive (S). A core material (1) in which the metal pillar (2) is fixed to the lower inner wall without a gap is manufactured. The core material (1) is fixed to the handrail column (3) so that the lower portion (1a) protrudes below the handrail column (3), and the column mounting holes provided in the concrete skeleton (F). Insert the lower part (1a) of the portion where the metal column (2) of the core material (1) is fixed into (4), fill the column mounting hole (4) with the filler (M), and cure. A method of mounting a handrail column, which is characterized by being provided. 前記手すり支柱(3)の下端とコンクリート床(F)との間に隙間(G2 )を形成するようにしていることを特徴とする請求項記載の手すり支柱の取付方法。 The method for attaching a handrail support according to claim 5 , wherein a gap (G2) is formed between the lower end of the handrail support (3) and the concrete floor (F).
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