JP3023601B2 - Handrail renovation method - Google Patents

Handrail renovation method

Info

Publication number
JP3023601B2
JP3023601B2 JP15789197A JP15789197A JP3023601B2 JP 3023601 B2 JP3023601 B2 JP 3023601B2 JP 15789197 A JP15789197 A JP 15789197A JP 15789197 A JP15789197 A JP 15789197A JP 3023601 B2 JP3023601 B2 JP 3023601B2
Authority
JP
Japan
Prior art keywords
handrail
new
frame
wall
side support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP15789197A
Other languages
Japanese (ja)
Other versions
JPH10331439A (en
Inventor
勇重 増山
Original Assignee
三和アルミ工業株式会社
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 三和アルミ工業株式会社 filed Critical 三和アルミ工業株式会社
Priority to JP15789197A priority Critical patent/JP3023601B2/en
Publication of JPH10331439A publication Critical patent/JPH10331439A/en
Application granted granted Critical
Publication of JP3023601B2 publication Critical patent/JP3023601B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、ベランダ等に多く
みられる壁支持タイプのスチール製の手摺を、新しくす
るための手摺のリフォーム工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a handrail reforming method for renewing a wall-supporting steel handrail frequently used on a veranda or the like.

【0002】[0002]

【従来の技術】図1に示すように、建物のコンクリート
躯体としての壁1に形成された開口部に据え付けられる
壁支持タイプのスチール製(鋼材)の手摺Pは、壁1に
形成された開口部の両側の壁1,1にアングルからなる
脇支持部材3,3が垂直方向に添えて固着され、この脇
支持部材に手摺Pの上枠としての笠木5と、下枠として
の側桁7とが溶接されている。
2. Description of the Related Art As shown in FIG. 1, a wall-supporting steel (steel) handrail P mounted on an opening formed in a wall 1 serving as a concrete skeleton of a building has an opening formed in the wall 1. Side support members 3, 3 each formed of an angle are fixed to the walls 1, 1 on both sides of the section along the vertical direction, and the side support members 3, 3 as the upper frame of the handrail P and the side beams 7 as the lower frame are attached to the side support members. And are welded.

【0003】従来、このような既存の手摺Pを取り外し
て、新規の手摺に改装する場合には、手摺全体を完全に
撤去し、手摺据え付けの基礎となっている両方の脇支持
部材3,3も取り外していた。
Conventionally, when such an existing handrail P is removed and retrofitted to a new handrail, the entire handrail is completely removed, and both side supporting members 3, 3 which are the basis of the handrail installation. Had also been removed.

【0004】[0004]

【発明が解決しようとする課題】スチール製の手摺Pに
おいては、脇支持部材3がアンカー9に普通3個所で溶
接してあるので、脇支持部材3,3を取り外すことが困
難であって、その取り外しには躯体をはつる必要があ
り、そのため、改装時にはつりによる損傷をモルタルで
補修したり、補修後の吹き付け塗装をしたりする手数が
かかることもあって、コスト高となり、作業性が悪く工
期が長くなるという問題があった。
In the handrail P made of steel, since the armpit support members 3 are usually welded to the anchor 9 at three places, it is difficult to remove the armpit support members 3, 3. To remove it, it is necessary to attach the skeleton, so at the time of renovation, it may take time to repair the damage due to the hanging with mortar or spray painting after repair, which increases the cost and increases workability. There was a problem that the construction period was prolonged.

【0005】殊に、新規手摺がアルミ製であるときは、
手摺を支持する支柱を別に設けるため、コンクリートの
躯体に手摺を支持する支柱を立設する孔を穿設する必要
があり、孔の穿設作業が困難であり、非常に手数を要し
ていた。
[0005] Especially when the new handrail is made of aluminum,
In order to provide a support for supporting the handrail separately, it was necessary to drill a hole for erecting the support for supporting the handrail in the concrete frame, making drilling of the hole difficult and extremely time-consuming. .

【0006】本発明は、上記のような実情に鑑みて、手
摺のリフォーム工法において、既存手摺Pの脇支持部材
3,3を利用することにより、取付作業性の向上を図
り、改装に要する工期の短縮を図ることを目的とする。
The present invention has been made in view of the above circumstances, and in the handrail reforming method, by utilizing the side support members 3 and 3 of the existing handrail P, the mounting workability is improved, and the time required for remodeling is improved. The aim is to shorten the time.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、コンクリート躯体の壁に形成された開口
部の側壁に、アンカーにより固定された長尺のアングル
鋼材からなる脇支持部材と、該脇支持部材に固定された
笠木と側桁とからなる既存手摺の両端部で笠木と側桁と
を切断して、脇支持部材を残存させて撤去し、前記開口
部にアルミ製の新規手摺を据え付ける手摺のリフォーム
工法において、予め、上下枠と左右縦枠と手摺子とで組
み立てた新規手摺の縦枠に、アングル鋼材からなる縦補
強部材を固着して新規手摺を形成しておき、該縦補強部
材を前記残存させた脇支持部材に固着することにより新
規手摺を取り付ける手摺のリフォーム工法、という構成
としたものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a side support member made of a long angled steel material fixed by anchors to a side wall of an opening formed in a wall of a concrete skeleton. And, at both ends of the existing handrail consisting of a sash and side girders fixed to the side support members, cut off the sash and side girders at both ends, leaving the side support members and removing them, and the opening is made of aluminum. In the handrail renovation method of installing a new handrail, a vertical reinforcing member made of angle steel is fixed to the vertical frame of the new handrail assembled with the upper and lower frames, the left and right vertical frames, and the handrail in advance to form the new handrail. A handrail reforming method of attaching a new handrail by fixing the vertical reinforcing member to the remaining side support member.

【0008】また、上記手摺のリフォーム工法におい
て、コンクリート躯体の壁と新規手摺の縦枠との間の側
面及び上面をそれぞれ封じる面カバー26及び小口蓋3
1を設ける、という構成としたものである。
In the above handrail reforming method, the surface cover 26 and the small lid 3 for sealing the side surface and the upper surface between the wall of the concrete frame and the vertical frame of the new handrail, respectively.
1 is provided.

【0009】[0009]

【作用】手摺のリフォーム工法を上記のように構成した
から、既存手摺の撤去については、笠木と側桁とを両端
で切断するというごく簡単な作業により取り外すことが
でき、その際にコンクリートの壁をはつる等の作業は何
ら要しない。
[Function] Since the handrail reforming method is configured as described above, the existing handrail can be removed by a very simple work of cutting the cap and the side beam at both ends. There is no need for any work such as stripping.

【0010】既存の脇支持部材は、コンクリート躯体の
壁にアンカー溶接により強力に固着されているため、こ
れを残存させたまま、基礎として新規手摺を据え付ける
と、予め組み立てた新規手摺の縦枠に縦補強部材が固着
してあるので、新規手摺がアルミ製の手摺であっても、
容易にかつ強力に据え付けることができる。
[0010] Since the existing side support members are strongly fixed to the wall of the concrete skeleton by anchor welding, if a new handrail is installed as a foundation while remaining this, the vertical side frame of the new handrail previously assembled is attached. Since the vertical reinforcing member is fixed, even if the new handrail is an aluminum handrail,
Easy and powerful installation.

【0011】[0011]

【発明の実施の形態】本発明の実施例を、図2乃至図7
に基づいて説明する。既存のスチール製(鋼材)の手摺
Pは、前記したように、コンクリート躯体としての壁1
に形成された開口部に据え付けられており、両端の長尺
の脇支持部材3,3は、その開口部の側壁、すなわち壁
1に埋設されたアンカー9に溶接固定されている。以下
詳述するように、既存手摺Pの撤去に際しては、図2及
び図3に示すように、この脇支持部材3,3を再利用す
るため残存させ、図4に示すように、その脇支持部材
3,3を基礎としてアルミ製の新規手摺Rが据え付けら
れる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS.
It will be described based on. As described above, the existing steel (steel) handrail P is used for the wall 1 as a concrete frame.
The long side support members 3, 3 at both ends are fixed by welding to the side walls of the opening, that is, anchors 9 embedded in the wall 1. As will be described in detail below, when removing the existing handrail P, as shown in FIGS. 2 and 3, the side support members 3, 3 are left for reuse, and as shown in FIG. A new handrail R made of aluminum is installed on the basis of the members 3 and 3.

【0012】既存手摺Pの撤去に際しては、図2及び図
3に示すように、笠木5と側桁7とを両端で切断するだ
けである。そうすると、脇支持部材3の上下両端には、
笠木5と側桁7の切断端部11,13が残り、この実施
例の場合、これは特に利用しないが、これをそのままに
しておく。しかし、その形状から有効に利用することも
可能である。なお、笠木5及び側桁7には、下面解放の
あり溝形の鋼材が用いられていたので、切断端部11,
13にはその断面が露出している。脇支持部材3には、
アングル鋼材が用いられ、脇支持部材3は壁1に埋設さ
れたアンカーに溶接してあるので、強度的に有効に利用
される。
When removing the existing handrail P, as shown in FIG. 2 and FIG. 3, the coping 5 and the side beam 7 are simply cut at both ends. Then, the upper and lower ends of the armpit support member 3
The cut ends 11 and 13 of the cap 5 and the side beam 7 remain. In the case of this embodiment, this is not particularly used, but is left as it is. However, it is also possible to make effective use of the shape. In addition, since the shed 5 and the side spar 7 were made of a groove-shaped steel material with an open bottom surface, the cut ends 11,
13 has its cross section exposed. The side support members 3 include:
Since the angle steel material is used, and the side support members 3 are welded to the anchors buried in the wall 1, the strength is effectively used.

【0013】新規手摺Rは、笠木としての上枠15と、
側桁としての下枠17と、左右縦枠19,19によって
枠組みされ、上枠15とした枠17とに手摺子21,2
1,・・・が連結される。それぞれにアルミ押出形材が
用いられる、両縦枠19.19にはアングル鋼材からな
る長尺の縦補強部材23,23が固着され、この状態に
組立が工場においてなされる。そして、現場において
は、縦補強部材23,23を脇支持部材3にねじ止めし
て据え付けがなされる。それから脇支持部材3及び縦補
強部材23が見えないように後記のように、面カバー,
小口蓋により目隠しがなされる。
The new handrail R is composed of an upper frame 15 as a coping,
Handrails 21 and 22 are provided on a lower frame 17 as a side girder and a frame 17 which is framed by left and right vertical frames 19 and 19 and is an upper frame 15.
Are connected. Elongated vertical reinforcing members 23, 23 made of angle steel are fixed to both vertical frames 19.19, each of which is made of extruded aluminum, and assembly is performed in this state at a factory. Then, at the site, the vertical reinforcing members 23, 23 are screwed to the side support members 3 and installed. Then, as described later, the side cover member 3 and the vertical reinforcing member
The small palate is blindfolded.

【0014】新規手摺の縦枠19は、スチール製縦補強
部材23を固着して補強するために左右に狭い矩形の中
空に形成されており、そのアングル鋼材からなる縦補強
部材23をボルト24で止めるために、中央部にナット
25を回転可能に保持する収納部27が設けられる(図
6)。また、目隠しのために、内側両角に面カバー2
6,26がかかる係合溝29,29が形成され、外側両
角には上端に設けられる小口蓋31をねじ止めするビス
ポケット32,32が形成される。
The vertical frame 19 of the new handrail is formed in a rectangular hollow narrow to the left and right in order to fix and reinforce the vertical reinforcing member 23 made of steel. In order to stop, a storage part 27 for rotatably holding the nut 25 is provided at the center (FIG. 6). Also, face covers 2
Engagement grooves 29 are formed in the outer corners, and screw pockets 32 are formed at both outer corners for screwing a small lid 31 provided at the upper end.

【0015】アングル鋼材からなる縦補強部材23の起
立片は、縦枠19から直角方向に突出し、そこにボルト
33を通すための孔が穿設されているので、据え付けの
際には、その孔に合わせて脇支持部材3に孔を穿設し、
ボルト33とナット34で締め付ける。この締め付けを
行うとき、先端がコの字状に反転屈折した当て部材37
が前記ボルト33とナット34で共に取り付けられ、こ
の当て部材37には、面カバー26の一端がビス止めさ
れるようになっている、また、脇支持部材3の基部片に
は室内側の面カバー26の当て部材39がビス止めされ
る。
The upright piece of the vertical reinforcing member 23 made of an angle steel material projects perpendicularly from the vertical frame 19, and a hole for passing the bolt 33 is formed therein. A hole in the armpit support member 3 in accordance with
Tighten with bolts 33 and nuts 34. When performing this tightening, the contact member 37 whose tip is inverted and bent in a U-shape.
Are attached together with the bolts 33 and nuts 34. One end of the surface cover 26 is screwed to the abutment member 37, and the indoor side surface is attached to the base piece of the side support member 3. The contact member 39 of the cover 26 is screwed.

【0016】面カバー26,26は、一端部が当て部材
37,39に受け止められるように内向けに屈折してお
り、その内向け個所において、壁1と縦枠19との間を
埋めるコーキング材41が充填されるようになってい
る。また、面カバー26,26には、小口蓋31をねじ
止めするビスポケット43が形成され、小口蓋31が縦
枠19と両面カバー26,26にビス45で止められる
(図6参照)。このようにして、図6、図7に示される
ように、壁1と縦枠19の間の側面及び上面を封じるよ
うに面カバー26及び小口蓋31が設けられる。これに
よって縦枠19がコスト的に有利な薄型であっても、両
端にそれを一部とする太い支柱が存在するように見え
る。
The face covers 26, 26 are bent inward such that one end thereof is received by the contact members 37, 39, and a caulking material for filling the space between the wall 1 and the vertical frame 19 at the inward portion. 41 is filled. A screw pocket 43 for screwing the small palate 31 is formed in the front covers 26, 26, and the small palate 31 is fixed to the vertical frame 19 and the double-sided covers 26, 26 with screws 45 (see FIG. 6). Thus, as shown in FIGS. 6 and 7, the face cover 26 and the small palate 31 are provided so as to seal the side surface and the upper surface between the wall 1 and the vertical frame 19. As a result, even if the vertical frame 19 is thin, which is advantageous in terms of cost, it appears that there are thick struts, both of which are part, at both ends.

【0017】新規手摺Rの枠組みについては、縦枠19
に上枠15及び下枠17を当て(図5参照)、上枠15
についてはL字形の連結金具47を用い、下枠17につ
いてはコの字形の連結金具49を用いてそれぞれねじ止
めされる。また、上枠15及び下枠17には、手摺子2
1,21,・・・をビス止めする付子51,53が組み
付けられ、上枠15の端部には合成樹脂製のエンドキャ
ップ55,55がはめられる。また、新規手摺がアルミ
製であるので、下枠17を束金物57で躯体に支持され
る。
Regarding the framework of the new handrail R, the vertical frame 19
The upper frame 15 and the lower frame 17 are brought into contact with each other (see FIG. 5).
Are screwed using an L-shaped connection fitting 47, and the lower frame 17 is screwed using a U-shaped connection fitting 49, respectively. Also, the upper frame 15 and the lower frame 17 have a handrail 2
Attachments 51, 53 for screwing 1, 21,... Are assembled, and end caps 55, 55 made of synthetic resin are fitted to the ends of the upper frame 15. Further, since the new handrail is made of aluminum, the lower frame 17 is supported by the frame with the bundled metal members 57.

【0018】[0018]

【発明の効果】本発明は、既存手摺の両脇支持部材を残
存させたままとするので、コンクリートの壁をはつった
り、その損傷をモルタルで補修したりする手間を省くこ
とができ、また、予め組み立てた新規手摺に固着されて
いる縦補強部材を脇支持部材に固着するので、脇支持部
材を基礎として強力に新規手摺を据え付けることがで
き、改装時の作業性が容易になり工期の短縮を図ること
ができる。
According to the present invention, since the supporting members on both sides of the existing handrail are left as they are, it is possible to eliminate the trouble of peeling the concrete wall and repairing the damage with mortar, and Since the vertical reinforcing member fixed to the pre-assembled new handrail is fixed to the armpit support member, the new handrail can be strongly installed based on the armpit support member, and the workability at the time of remodeling is facilitated, and Shortening can be achieved.

【0019】また、コンクリート躯体の壁と新規手摺の
縦枠との間の側面及び上面をそれぞれ封じる面カバー2
6及び小口蓋31を設けるので、この面カバー及び小口
蓋により、その内部の縦補強部材及び脇支持部材が見え
なくなり、外観上体裁が良くなる。
A surface cover 2 for sealing the side surface and the upper surface between the concrete frame wall and the vertical frame of the new handrail, respectively.
6 and the small palate 31, the vertical reinforcing member and the side supporting members inside the face cover and the small palate become invisible, and the appearance is improved in appearance.

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

【図1】 既存手摺の正面図である。FIG. 1 is a front view of an existing handrail.

【図2】 既存手摺の撤去状態を示す正面図である。FIG. 2 is a front view showing a state in which an existing handrail is removed.

【図3】 図2のA部の拡大斜視図である。FIG. 3 is an enlarged perspective view of a portion A in FIG. 2;

【図4】 リフォームした新規手摺の正面図である。FIG. 4 is a front view of a renovated new handrail.

【図5】 図4のB−B線矢視図の拡大断面図である。FIG. 5 is an enlarged sectional view taken along line BB of FIG. 4;

【図6】 図4のC−C線矢視図の拡大断面図である。FIG. 6 is an enlarged cross-sectional view taken along line CC of FIG. 4;

【図7】 図4の新規手摺の上から見た拡大平面図であ
る。
FIG. 7 is an enlarged plan view of the new handrail of FIG. 4 as viewed from above.

【符号の説明】[Explanation of symbols]

P 既存手摺 R 新規手摺 1 躯体の壁 3 脇支持部材 5 笠木 7 側桁 9 アンカー 11,13 笠
木、側桁の切断端部 15 上枠 17 下枠 19 縦枠 21 手摺子 23 縦補強部材 26 面カバー 31 小口蓋
P Existing handrail R New handrail 1 Body wall 3 Side support member 5 Kasagi 7 Side girder 9 Anchor 11, 13 Kasagi, cut end of side girder 15 Upper frame 17 Lower frame 19 Vertical frame 21 Handrail 23 Vertical reinforcing member 26 Cover 31 small palate

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04G 23/02 E04F 11/18 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04G 23/02 E04F 11/18

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】コンクリート躯体の壁に形成された開口部
の側壁に、アンカーにより固定された長尺のアングル鋼
材からなる脇支持部材と、該脇支持部材に固定された笠
木と側桁とからなる既存手摺の両端部で笠木と側桁とを
切断して、脇支持部材を残存させて撤去し、前記開口部
にアルミ製の新規手摺を据え付ける手摺のリフォーム工
法において、予め、上下枠と左右縦枠と手摺子とで組み
立てた新規手摺の縦枠に、アングル鋼材からなる縦補強
部材を固着して新規手摺を形成しておき、該縦補強部材
を前記残存させた脇支持部材に固着することにより新規
手摺を取り付けることを特徴とする手摺のリフォーム工
法。
A side support member made of a long angle steel material fixed by an anchor to a side wall of an opening formed in a wall of a concrete skeleton, and a cap and a side beam fixed to the side support member. At the both ends of the existing handrail, cut the sash and the side beam, leave the side support members and remove it, and in the handrail reforming method of installing a new aluminum handrail in the opening, use the upper and lower frames in advance. A vertical reinforcing member made of an angle steel material is fixed to the vertical frame of the new handrail assembled with the vertical frame and the handrail to form a new handrail, and the vertical reinforcing member is fixed to the remaining side support member. A handrail renovation method characterized by attaching a new handrail.
【請求項2】コンクリート躯体の壁と新規手摺の縦枠と
の間の側面及び上面をそれぞれ封じる面カバー26及び
小口蓋31を設けることを特徴とする請求項1記載の手
摺のリフォーム工法。
2. The handrail reforming method according to claim 1, further comprising providing a face cover and a small lid 31 for sealing a side face and an upper face, respectively, between the wall of the concrete frame and the vertical frame of the new handrail.
JP15789197A 1997-05-29 1997-05-29 Handrail renovation method Expired - Fee Related JP3023601B2 (en)

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JP15789197A JP3023601B2 (en) 1997-05-29 1997-05-29 Handrail renovation method

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Application Number Priority Date Filing Date Title
JP15789197A JP3023601B2 (en) 1997-05-29 1997-05-29 Handrail renovation method

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JPH10331439A JPH10331439A (en) 1998-12-15
JP3023601B2 true JP3023601B2 (en) 2000-03-21

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Publication number Priority date Publication date Assignee Title
KR100850768B1 (en) 2008-01-21 2008-08-11 (주)경운건축사사무소 Guardrail reinforce structure of balcony for building

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