JPH0797845A - Erection method for handrail stanchion and structure thereof - Google Patents

Erection method for handrail stanchion and structure thereof

Info

Publication number
JPH0797845A
JPH0797845A JP26826093A JP26826093A JPH0797845A JP H0797845 A JPH0797845 A JP H0797845A JP 26826093 A JP26826093 A JP 26826093A JP 26826093 A JP26826093 A JP 26826093A JP H0797845 A JPH0797845 A JP H0797845A
Authority
JP
Japan
Prior art keywords
screw shaft
main body
handrail
columnar main
parapet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP26826093A
Other languages
Japanese (ja)
Inventor
Kazunori Warabino
和則 蕨野
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.)
TSUZUKI KK
Original Assignee
TSUZUKI 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 TSUZUKI KK filed Critical TSUZUKI KK
Priority to JP26826093A priority Critical patent/JPH0797845A/en
Publication of JPH0797845A publication Critical patent/JPH0797845A/en
Pending legal-status Critical Current

Links

Landscapes

  • Fencing (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

PURPOSE:To easily execute a work and increase reliability for strength after the work. CONSTITUTION:A handrail stanchion 2 is so constituted that a steel screw shaft 6 is threaded to the axial center of an aluminum columnar body 3, and one end of the shaft 6 is projected from the lower end of the body 3 to form an erection anchor section 7. A stanchion erection pit 21 having an inner diameter slightly larger than the outer diameter of the section 7 and depth slightly larger than the projected length of the shaft 6 is drilled through a concrete parapet 20. Thereafter, the pit 21 is filled with an epoxy resin adhesive 22 and the section 7 is inserted therein. Thus, the stanchion 2 is erected on the parapet as a result of curing the adhesive 22.

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、コンクリート建築物の
バルコニーや廊下、または横断歩道橋等の手摺用支柱の
樹立技術に係り、信頼性に優れると共に、工期が短縮さ
れ、且つ容易に施工することができる手摺用支柱の立設
方法及び手摺用支柱の立設構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for establishing a handrail prop for a balcony or corridor of a concrete building, or a pedestrian bridge, etc., and it is excellent in reliability, shortens the construction period, and can be easily constructed. The present invention relates to a method of standing a handrail support column and a structure of standing a handrail support column.

【0002】[0002]

【従来の技術】従来より建築物の手摺を支承するための
手摺用支柱の樹立方法には種々の施工法ものが使用され
ている。そして、この種の手摺用支柱は高い安全性が要
求されるため、樹立施工には充分な信頼性が必要とな
り、手摺用支柱の断面積は比較的大きくなっている。
2. Description of the Related Art Conventionally, various construction methods have been used for establishing a handrail support for supporting a handrail of a building. Since this type of handrail support column is required to have a high degree of safety, sufficient reliability is required for the establishment of the tree, and the cross-sectional area of the handrail support column is relatively large.

【0003】[0003]

【発明が解決しようとする課題】このため、例えば太い
支柱自体をパラペット面に埋設しようとすると、建て込
み用の大きな孔をコンクリートに穿設しなくてはならな
くなり、現場での施工時間が増大するばかりでなく施工
作業自体が困難になる問題を有しているため、一般に
は、コンクリートを打設してパラペットを形成する際に
予め樹立位置に支柱建て込み用の孔を成形しなくてはな
らず、手摺の後付け施工が困難であった。
For this reason, for example, if a thick pillar itself is to be buried in the parapet surface, a large hole for building must be drilled in the concrete, which increases the construction time on site. In addition to the above, there is a problem that the construction work itself becomes difficult.Therefore, in general, when pouring concrete to form a parapet, it is necessary to form a hole for building a pillar in a standing position in advance. Therefore, it was difficult to retrofit the handrail.

【0004】本発明は上記問題に鑑みてなされたもので
あり、施工が簡単で後付け施工が容易にでき、且つ施工
後の強度に対する信頼性が高い手摺用支柱の立設方法を
提唱すると共に、その立設施工に用いる手摺用支柱の構
造を提供することを目的とするものである。
The present invention has been made in view of the above problems, and proposes a method of standing a handrail support column which is simple in construction, easy in post-installation, and highly reliable in strength after construction. It is an object of the present invention to provide a structure of a handrail support used for the upright construction.

【0005】[0005]

【課題を解決するための手段】本発明に係る手摺用支柱
の立設方法は、コンクリートパラペット面にアルミニウ
ム製引物からなる手摺用支柱を樹立するに際して、手摺
用支柱となるアルミニウム製引物の柱状本体の軸心に、
ステンレス鋼等の鋼鉄製螺子軸を螺合し、該螺子軸の一
端を柱状本体の下端から突出せしめると共に、上記パラ
ペットの支柱樹立位置に、上記螺子軸の山径より僅かに
大きい内径と螺子軸の突出長さより僅かに深い寸法から
なる支柱樹立孔をドリルによって穿設し、上記支柱樹立
孔にエポキシ系樹脂からなる接着剤を充填した後、該支
柱樹立孔に前記柱状本体の下端から突出した螺子軸の突
出部を挿入し、接着剤の硬化により柱状本体をパラペッ
ト面に樹立することを要旨とするものである。
According to the present invention, there is provided a method for erecting a handrail support column, which comprises a columnar main body of an aluminum handrail which will be a handrail support when a handrail support column made of an aluminum drawbar is established on a concrete parapet surface. On the axis of
A screw shaft made of steel such as stainless steel is screwed, one end of the screw shaft is made to project from the lower end of the columnar main body, and an inner diameter and a screw shaft slightly larger than the thread diameter of the screw shaft are provided at the pillar establishing position of the parapet. After forming a support column establishment hole having a dimension slightly deeper than the protruding length of the column with a drill and filling the support establishment hole with an adhesive made of an epoxy resin, the support establishment hole was projected from the lower end of the columnar main body. The gist is to insert the protrusion of the screw shaft and establish the columnar main body on the parapet surface by hardening the adhesive.

【0006】上記の立設施工に用いる手摺用支柱の構造
は、コンクリートパラペット面に立設するアルミニウム
製引物からなる手摺用支柱において、手摺用支柱となる
アルミニウム製引物の柱状本体の軸心に、ステンレス鋼
等の鋼鉄製螺子軸を螺合し、該螺子軸の一端を柱状本体
の下端から突出した構造にしたことを要旨とするもので
あり、螺子軸が突出する側の柱状本体に外挿すると共
に、螺子または接着によって該柱状本体と一体化する袴
状のカバー部材を設けることもできる。
The structure of the handrail post used for the above-mentioned construction is as follows. In the handrail post made of an aluminum barb erected on the concrete parapet surface, the columnar main body of the aluminum barb to be the handrail column is The gist is that a screw shaft made of steel such as stainless steel is screwed, and one end of the screw shaft is projected from the lower end of the columnar body. At the same time, it is possible to provide a hakama-shaped cover member that is integrated with the columnar main body by screws or adhesion.

【0007】[0007]

【作用】上記手摺用支柱の立設方法によれば、手摺用支
柱を樹立しようとするコンクリートの面に柱状本体の下
端から突出した螺子軸が挿入できる程度(螺子軸の山径
より僅かに大きい内径と螺子軸の突出長さより僅かに深
い寸法)の支柱樹立孔をドリルによって穿設するだけ
で、後はエポキシ系樹脂からなる接着剤によって手摺用
支柱を目的の位置に固設樹立することがでるものであ
る。
According to the above method of erected the handrail support, the screw shaft projecting from the lower end of the columnar body can be inserted into the surface of the concrete on which the handrail support is to be established (slightly larger than the mountain diameter of the screw shaft). It is only necessary to drill a pillar establishing hole of a size slightly deeper than the inner diameter and the protruding length of the screw shaft with a drill, and then the handrail supporting pillar can be firmly established at the target position with an adhesive made of epoxy resin. It comes out.

【0008】また上記構成の手摺用支柱は、アルミニウ
ム製の柱状本体の軸心に、ステンレス鋼等の鋼鉄製螺子
軸を螺合しているため、該螺子軸が支柱の芯構造を構成
するようになり、アルミニウム製の柱状構造と比較して
横からの荷重に対する剛性が増大し、堅牢な構造にな
る。
Further, in the handrail support column having the above-mentioned structure, a screw shaft made of steel such as stainless steel is screwed into the shaft center of the columnar body made of aluminum, so that the screw shaft constitutes the core structure of the support column. In comparison with the aluminum columnar structure, the rigidity against a lateral load is increased and the structure becomes robust.

【0009】[0009]

【実施例】以下、本発明に係る手摺用支柱の立設方法及
び手摺用支柱の構造を図面に従って説明する。図1乃至
図3はコンクリート製パラペット上に立設樹立した状体
の手摺1の一実施例を示すものであり、コンクリート製
躯体20の所定位置に立設する手摺用支柱2は、所望の
断面形状からなる中空筒状のアルミニウム製引物の柱状
本体3の軸心位置に全長に亙って円筒状の螺子軸挿通筒
4を一体に成形したもので、該円筒状の螺子挿通筒4の
内径は後述する螺子軸の螺子山径より僅かに大きくなる
ように構成してあり、該内壁面には長手方向に延びる数
条の螺子咬み込み用リブ5,5…を構成してなる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A handrail supporting column standing method and a handrail supporting column structure according to the present invention will be described below with reference to the drawings. 1 to 3 show an embodiment of a handrail 1 which is a standing body standing on a concrete parapet, and a handrail support column 2 standing upright at a predetermined position of a concrete frame 20 has a desired cross section. A cylindrical screw shaft insertion tube 4 is integrally formed over the entire length at the axial center position of the columnar main body 3 of a hollow cylindrical aluminum drawn article having a shape, and the inner diameter of the cylindrical screw insertion tube 4 Is slightly larger than the screw thread diameter of a screw shaft, which will be described later, and has a plurality of screw biting ribs 5, 5 ... Which extend in the longitudinal direction on the inner wall surface.

【0010】符号6は、上記柱状本体3に螺合一体化す
るステンレス鋼等の鋼鉄製螺子軸であり、螺子山径は螺
子挿通筒4の内径より僅かに小径になり、且つ螺子谷径
は数条の螺子咬み込み用リブ5,5…の頂部集合によっ
て形成される仮想円(矢印A)の直径より僅かに小さく
なると共に、充分なアンカー強度を有するものである。
該螺子軸6は上記柱状本体3の下端部から螺子挿入筒4
に螺合挿入し、一体化するものであり、回動治具を使用
して螺子軸6を螺子の進行する方向に回動しながら挿入
すると、該螺子山は数条の螺子咬み込み用リブ5,5…
を切削しながら螺子挿通筒4内に浸入するもので、必要
強度に応じて柱状本体3の下端部から所定の長さを螺合
挿入すると共に、該下端側には螺子軸6の端部を突出
(60乃至150ミリメートル程度)した状体で残した
樹立アンカー部7を形成してなる。
Reference numeral 6 denotes a steel screw shaft made of stainless steel or the like, which is screw-integrated with the columnar main body 3. The screw thread diameter is slightly smaller than the inner diameter of the screw insertion tube 4, and the screw root diameter is The diameter is slightly smaller than the diameter of an imaginary circle (arrow A) formed by the top assembly of several screw bite ribs 5, 5, ... And has sufficient anchor strength.
The screw shaft 6 extends from the lower end of the columnar main body 3 to the screw insertion tube 4
When the screw shaft 6 is inserted while being rotated in the direction in which the screw advances by using a rotating jig, the screw thread is formed into several ribs for screw biting. 5, 5 ...
While being cut into, it penetrates into the screw insertion tube 4, and a predetermined length is screwed and inserted from the lower end of the columnar main body 3 according to the required strength, and the end of the screw shaft 6 is attached to the lower end. The established anchor portion 7 is formed in a protruding shape (about 60 to 150 mm).

【0011】また符号8,8は断面がL字状になるカバ
ー部材であり、上記螺子軸6が突出する側の柱状本体3
下端に螺子9,9…によって固着して袴状を形成するよ
うになるものである。尚、該カバー部材8は柱状本体3
に外挿する筒状体に構成することもできる。
Reference numerals 8 and 8 denote cover members having an L-shaped cross section, and the columnar main body 3 on the side where the screw shaft 6 projects.
It is fixed to the lower end with screws 9, 9, ... And forms a hakama shape. In addition, the cover member 8 is the columnar main body 3
It can also be configured as a tubular body to be externally inserted.

【0012】また、図中の符号10は柱状本体3の頂部
にカバー材11を介して固着した笠木、符号12は柱状
本体3の腰部側面にブラケット13を介して固着した下
枠であり、笠木10と下枠12間に所謂立子なる縦枠
(図示せず)を適当な間隔で固設し、手摺1を構成して
いる。
Reference numeral 10 in the drawing is a head tree fixed to the top of the columnar main body 3 via a cover material 11, and reference numeral 12 is a lower frame fixed to the waist side surface of the columnar main body 3 via a bracket 13. A handrail 1 is configured by vertically fixing a so-called vertical frame (not shown) between the lower frame 10 and the lower frame 12 at an appropriate interval.

【0013】上記構成になる手摺用支柱2は、次の手順
で立設される。 (1)コンクリート製躯体20の所定位置上面にコンク
リートドリルによって支柱樹立孔21を穿設する。該支
柱樹立孔21は、上記螺子軸6の山径よりやや大きい内
径と樹立アンカー部7の長さより僅かに深い寸法を有す
る。 (2)上記支柱樹立孔21にエポキシ系樹脂等の接着剤
22を充填した後、該支柱樹立孔21に手摺用支柱2の
下端から突出した螺子軸6の樹立アンカー部7を柱状本
体3の下端が躯体20の面に当接するまで挿入し、接着
剤22の硬化により手摺用支柱2を樹立する。 (3)螺子9,9…によって柱状本体3下端にカバー部
材8,8を固設し、手摺用支柱2の立設樹立施工を完了
する。
The handrail support column 2 having the above structure is erected by the following procedure. (1) A pillar establishing hole 21 is formed on the upper surface of a predetermined position of the concrete frame 20 with a concrete drill. The pillar establishment hole 21 has an inner diameter slightly larger than the thread diameter of the screw shaft 6 and a dimension slightly deeper than the length of the establishment anchor portion 7. (2) After filling the pillar establishing hole 21 with an adhesive 22 such as an epoxy resin, the pillar establishing hole 21 is provided with the establishing anchor portion 7 of the screw shaft 6 protruding from the lower end of the handrail supporting pillar 2 of the pillar main body 3. It is inserted until the lower end abuts on the surface of the skeleton 20, and the handrail support column 2 is established by curing the adhesive 22. (3) The cover members 8, 8 are fixed to the lower end of the columnar main body 3 with the screws 9, 9, ...

【0014】[0014]

【発明の効果】以上述べたように本発明に係る手摺用支
柱の立設方法及び手摺用支柱の構造は、アルミニウム製
柱状本体3の軸芯にステンレス鋼等の鋼鉄製螺子軸を螺
合しているため、該螺子軸が支柱の芯構造を構成するよ
うになり、アルミニウム製の柱状構造と比較して横から
の荷重に対する剛性が増大し、堅牢な構造になる。ま
た、手摺用支柱を樹立しようとするコンクリートの面に
柱状本体の下端から突出した螺子軸の樹立アンカー部が
挿入できる程度の小径支柱樹立孔をドリルによって穿設
するだけで、後は接着剤によって手摺用支柱を目的の位
置に固設樹立することがでるため、施工が簡単で後付け
が容易にでき、且つ施工後の強度に対する信頼性も高い
等の特徴を有するものであり、本発明の実施によって得
られる効果は極めて大きい。
As described above, in the method of standing the handrail support column and the structure of the handrail support according to the present invention, a steel screw shaft made of stainless steel or the like is screwed to the shaft core of the aluminum columnar main body 3. Therefore, the screw shaft constitutes the core structure of the column, the rigidity against the load from the side increases as compared with the columnar structure made of aluminum, and the structure becomes robust. In addition, just by drilling a small-diameter column establishment hole to the extent that the establishment anchor portion of the screw shaft protruding from the lower end of the columnar body can be inserted into the concrete surface where the handrail support column is to be established, the rest will be glued. Since the handrail support can be fixedly set up at a desired position, the construction is simple and can be easily retrofitted, and the strength after construction is highly reliable. The effect obtained by is extremely large.

【0015】[0015]

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

【図1】本発明に係る手摺用支柱の立設方法を実施した
手摺用支柱の立設樹立構造を示す側面図である。
FIG. 1 is a side view showing an upright standing structure of a handrail supporting column in which a handrail supporting column standing method according to the present invention is implemented.

【図2】同立設部の拡大断面図である。FIG. 2 is an enlarged sectional view of the standing portion.

【図3】図2におけるIII−III線断面図である。3 is a sectional view taken along line III-III in FIG.

【符号の説明】[Explanation of symbols]

1 手摺 2 手摺用支柱 3 柱状本体 4 螺子挿通筒 5 螺子咬み込み用リブ 6 螺子軸 7 樹立アンカー部 8 カバー部材 20 コンクリート製躯体 21 支柱樹立孔 22 接着剤 1 Handrail 2 Handrail Support 3 Columnar Body 4 Screw Insertion Tube 5 Screw Biting Rib 6 Screw Shaft 7 Establishing Anchor Section 8 Cover Member 20 Concrete Body 21 Support Establishing Hole 22 Adhesive

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートパラペット面にアルミニウ
ム製引物からなる手摺用支柱を樹立するに際して、 手摺用支柱となるアルミニウム製引物の柱状本体の軸心
に、ステンレス鋼等の鋼鉄製螺子軸を螺合し、該螺子軸
の一端を柱状本体の下端から突出せしめると共に、 前記パラペットの支柱樹立位置に、前記螺子軸の山径よ
り僅かに大きい内径と螺子軸の突出長さより僅かに深い
寸法からなる支柱樹立孔をドリルによって穿設し、 前記支柱樹立孔にエポキシ系樹脂からなる接着剤を充填
した後、該支柱樹立孔に前記柱状本体の下端から突出し
た螺子軸の突出部を挿入し、 接着剤の硬化により柱状本体をパラペット面に樹立する
ことを特徴とする手摺用支柱の立設方法。
1. When establishing a handrail support made of an aluminum-made drawable on a concrete parapet surface, a steel screw shaft made of stainless steel or the like is screwed onto the shaft center of the columnar main body of the aluminum drawwork to be the handrail-supported support. , One end of the screw shaft is made to project from the lower end of the columnar main body, and at the pillar establishment position of the parapet, a pillar establishment having an inner diameter slightly larger than the mountain diameter of the screw shaft and a dimension slightly deeper than the projecting length of the screw shaft is formed. A hole is drilled by a drill, and after filling the pillar establishing hole with an adhesive made of an epoxy resin, the projecting portion of the screw shaft projecting from the lower end of the columnar main body is inserted into the pillar establishing hole. A method for standing up a handrail support, which comprises setting up a columnar main body on the parapet surface by hardening.
【請求項2】 コンクリートパラペット面に立設するア
ルミニウム製引物からなる手摺用支柱において、 手摺用支柱となるアルミニウム製引物の柱状本体の軸心
に、ステンレス鋼等の鋼鉄製螺子軸を螺合し、該螺子軸
の一端を柱状本体の下端から突出した構造にしたことを
特徴とし、 前記螺子軸の突出部をパラペットの支柱樹立位置に穿設
した支柱樹立孔に建て込み、エポキシ系樹脂からなる接
着剤を介して接着樹立する手摺用支柱の構造。
2. A handrail strut made of an aluminum-made drawable which is erected on a concrete parapet surface, in which a steel screw shaft made of stainless steel or the like is screwed onto the shaft center of the columnar main body of the aluminum-made drawable to be the handrail support. A structure in which one end of the screw shaft is projected from the lower end of the columnar main body, and the projecting portion of the screw shaft is built in a supporting rod establishment hole formed at a supporting rod establishment position of the parapet and is made of an epoxy resin. The structure of the handrail support columns that are adhered to each other via an adhesive.
【請求項3】 螺子軸が突出する側の前記柱状本体に外
挿すると共に、螺子または接着によって該柱状本体と一
体化する袴状のカバー部材を設けたことを特徴とする請
求項2記載の手摺用支柱の構造。
3. The hakama-shaped cover member, which is externally fitted to the columnar main body on the side where the screw shaft projects, and which is integrated with the columnar main body by a screw or an adhesive. Strut structure for handrails.
JP26826093A 1993-09-29 1993-09-29 Erection method for handrail stanchion and structure thereof Pending JPH0797845A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26826093A JPH0797845A (en) 1993-09-29 1993-09-29 Erection method for handrail stanchion and structure thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26826093A JPH0797845A (en) 1993-09-29 1993-09-29 Erection method for handrail stanchion and structure thereof

Publications (1)

Publication Number Publication Date
JPH0797845A true JPH0797845A (en) 1995-04-11

Family

ID=17456108

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26826093A Pending JPH0797845A (en) 1993-09-29 1993-09-29 Erection method for handrail stanchion and structure thereof

Country Status (1)

Country Link
JP (1) JPH0797845A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101241444B1 (en) * 2011-12-22 2013-03-11 현대중공업 주식회사 Portable handrail stanchion
KR101306048B1 (en) * 2012-01-27 2013-09-09 현대중공업 주식회사 Portable handrail stanchion

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101241444B1 (en) * 2011-12-22 2013-03-11 현대중공업 주식회사 Portable handrail stanchion
KR101306048B1 (en) * 2012-01-27 2013-09-09 현대중공업 주식회사 Portable handrail stanchion

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