JPS60123655A - Replacement of pillar of handrail - Google Patents
Replacement of pillar of handrailInfo
- Publication number
- JPS60123655A JPS60123655A JP22834583A JP22834583A JPS60123655A JP S60123655 A JPS60123655 A JP S60123655A JP 22834583 A JP22834583 A JP 22834583A JP 22834583 A JP22834583 A JP 22834583A JP S60123655 A JPS60123655 A JP S60123655A
- Authority
- JP
- Japan
- Prior art keywords
- bottom plate
- concrete
- support
- bracket
- section
- 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
- Fencing (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔技術分野〕
本発明は、住居用ビルディングのバルコニーや外廊下の
手摺、屋上の柵等の支柱を取替える方法に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION [Technical Field] The present invention relates to a method for replacing the supports of balconies, exterior corridor handrails, rooftop fences, etc. of residential buildings.
〔先行技術及びその庁r決すべき課題〕前述のような手
摺等の支柱として、例えばバルコニーの外側壁なと、建
築物のコンクリートの−1一方へ突出した突出部に支柱
の基端部が埋設されて固定されたものがあるが、このよ
うな支柱を模様替や腐蝕等のために取替える必要が生ず
る。この場合に、従来、既設支柱をコンクリートの表面
からある高さたけ残して切断し、この残された部分に新
設支柱を嵌めて両者をボルト、ナツト等の締結部拐て締
結固定する方法が一般に用いられている。しかし、この
支柱取替方法では、既設支柱よりも太い新設支柱を用い
なけれはならず、また支柱の取イζ」位置か特定されて
しまうことから、注文工事となり、規格品の支柱や支柱
以外の手摺部利等を用いることができず、高価となる。[Prior art and issues to be resolved] As a support for a handrail or the like as mentioned above, the base end of the support is buried in a protruding part of the concrete of a building, such as the outer wall of a balcony. There are some that have been installed and fixed, but such supports may need to be replaced due to remodeling or corrosion. In this case, the conventional method is to cut the existing support column leaving a certain height above the concrete surface, fit the new support column into the remaining part, and then fasten and secure both by removing the fastening parts such as bolts and nuts. It is used. However, this method of replacing pillars requires the use of new pillars that are thicker than the existing ones, and the position of the pillar to be removed is specified, so the work must be made to order, and non-standard pillars or pillars must be used. It is not possible to use handrails, etc., and it is expensive.
さらに既設支柱の腐蝕はコンクリート表面部との接触部
が著しいことから、この部分が残された既設支柱に新設
支柱を固定することになり、強度上にも難点がある。Furthermore, the corrosion of the existing pillars is significant in the areas where they come into contact with the concrete surface, so the new pillars will have to be fixed to the existing pillars where these areas remain, which poses a problem in terms of strength.
そこで、一部ではコンクリートを壊ねし、既設支柱の全
体を建築物側から取外して、新設支柱の基端部を埋設、
固定することも行われているが、この取替方法はコンク
リートを壊わして既設支柱を取外す作業が困難であり、
エルが高価となり、また、建築物の他の部分との関係か
ら施工不可能な場合もある。とくにコンクリートの上刃
への突出部の厚さが薄いと既設支柱が埋設された部分の
突出部を厚さ方向の全体にわたって壊わすことになり、
既設支柱の取外し作業が著しく困彊になる。Therefore, in some cases, the concrete was broken, the entire existing support support was removed from the building, and the base end of the new support support was buried.
Fixing them in place is also done, but this replacement method involves breaking the concrete and removing the existing supports, which is difficult.
L is expensive and may be impossible to construct due to its relationship with other parts of the building. In particular, if the thickness of the protruding part to the concrete upper blade is thin, the protruding part of the part where the existing support is buried will be destroyed throughout the thickness direction.
Removing the existing support pillars will be extremely difficult.
本発明は、前述した事情に鑑みてなされたもので、既設
支柱の太さや形状、位置に影響されずに新設支柱を容易
に固定でき、新設支柱を強固に固定でき、しかも経済的
にした、上下方向に段差があるコンクリートの突出部に
設りられた手摺等の支柱取替方法を提供することを目的
としている。The present invention has been made in view of the above-mentioned circumstances, and it is possible to easily fix a newly installed column without being affected by the thickness, shape, or position of the existing column, and it is possible to firmly fix the newly installed column, while being economical. The purpose of the present invention is to provide a method for replacing a support for a handrail or the like installed on a concrete protrusion that has a step in the vertical direction.
この目的を達成するために、本発明による手摺等の支柱
取替方法は、上下方向に段差があるコンクリートの上方
への突出部に基端部が埋設、固定された既設支柱を前記
突出部の表面と平坦な位置から切断し、既設支柱のすJ
断部上をブラケットの上下方向に段差がある底板の一4
二段部て似って前記底板を前記コンクリートの表面に支
持さゼ、このコンクリートの前記突出部および突出ざ]
ζ以夕(の部分にそれぞれ形成した挿入孔にアンカーボ
ルトを挿入してこれらの挿入孔周囲のコンクリートに前
記アンカーボルトを固定し、こ才tらのアンカーボルト
によってt’fjl j己)゛ラケットの底板の上段部
と下段部をコンクリート表面十に固定し、この底板」二
に固定した突起部に新設支柱を嵌合させて底板」二に支
持させ、新設支柱を1)11記突起部に締結部拐て締結
することを特徴としている。In order to achieve this objective, the method for replacing a post such as a handrail according to the present invention replaces an existing post whose base end is buried and fixed in an upwardly protruding part of concrete with a step in the vertical direction. Cut it from a position that is flat with the surface and attach it to the existing support.
4. A bottom plate with a step in the vertical direction of the bracket above the section.
The bottom plate is supported on the surface of the concrete in a manner similar to the second stage, and the protrusion and protrusion of this concrete]
Insert anchor bolts into the insertion holes formed in each part of the racket, fix the anchor bolts to the concrete around these insertion holes, and use the anchor bolts to complete the racket. 1) Fix the upper and lower parts of the bottom plate to the concrete surface, fit the newly installed struts to the protrusions fixed to the bottom plate ``2'', support them on the bottom plate ``2'', and attach the new columns to the protrusions 1) It is characterized in that it is fastened by removing the fastening part.
以下、本発明をバルコニーの手摺の支柱に適用した一実
施例につき図面を参pQ して1悦明する。Hereinafter, an embodiment in which the present invention is applied to a support for a balcony handrail will be explained with reference to the drawings.
第1−図に示すように、既設支柱(1)は、バルコニー
(2)のコンクリート製の床(+)5 )から−]二方
へ突出した外側壁(2d)に埋設固定されているボック
ス形の埋金(]a、)に基端部が固定されている。As shown in Figure 1, the existing support column (1) is a box that is embedded and fixed in the outer wall (2d) that protrudes from the concrete floor (+)5) of the balcony (2) in two directions. The proximal end is fixed to a shaped metal insert (]a,).
まず、既設支柱(1)を第1図のA−A線に70つて溶
断、σ1鋸による切断部の適宜の方法で前記側i+!(
2a)の表げ11と平坦に切断する。First, cut the existing support column (1) along the line A-A in Figure 1 by fusing it, and cut the cut section using a σ1 saw in an appropriate manner to cut the side i+! (
Cut it flat with the surface 11 of 2a).
この上P1)の後に、第2図に示すように、側壁(2;
I) オ、k ヒ1,1、(21)) ノIW i’役
支柱(1)近くに穿孔機等によってアンカーボルトの挿
入孔(Aa) 、 (3b)を穿孔し、挿入化(:+a
)、 (3b)を清掃した後、後述するように接着型ア
ンカーボルト(商品名:ケミカルアンカー) (8a)
+ (811)を挿入する。なお、挿入孔(3J、 (
:(b)はブラケット(lItの底板(5)に穿った孔
(5J、 (51〕)と対応するように配置6′する。After this upper P1), as shown in FIG.
I) O, k hi 1, 1, (21)) ノIW i' Drill insertion holes (Aa) and (3b) for the anchor bolts near the post (1) using a drilling machine, etc., and insert them (:+a
), (3b), then attach the adhesive anchor bolt (product name: Chemical Anchor) (8a) as described below.
+ Insert (811). In addition, the insertion hole (3J, (
: (b) is arranged 6' so as to correspond to the hole (5J, (51)) drilled in the bottom plate (5) of the bracket (lIt).
前記ブラケット(/1)は、第2図、第:(図にl」<
ずように、段差を設置−また鋼またはステンレスjI7
板の曲げ加工品から構成された底板(5)の上段部(5
C)の中央部に底板と同イA質の厚板からなく)2枚の
取イ」板((ia)をス・]向させて直立さゼ、取(’
J板(6a)の下端部を底板(5)に溶接すると共に取
(J板((3a)の上面にこれらと同拐質て同し厚さの
」二板((31) )を溶接して突起部(6)を形成し
たものである。また、底板(5)は」一段部(5C)に
孔(5a)を、下段部(51))に孔(51))ヲそれ
ぞれ設けると共に、上段部(5a)の反下段部(5d)
側端部に位置決め川の係合部(5c)を下刃に直角に4
J〒曲げて形成し、」一段部(5c)を下段部(5d)
に対し、床(2l))から突出する夕)側壁(2a)の
高さと対応するように、上方に配置したものである。The bracket (/1) is shown in Figure 2.
Always install steps - also steel or stainless steel jI7
The upper part (5) of the bottom plate (5) is made of a bent plate.
In the center of C), install two (A) boards made of the same A quality as the bottom plate ((ia)) and stand them upright with (IA) facing the surface.
The lower end of the J plate (6a) is welded to the bottom plate (5), and two plates (31) of the same material and the same thickness are welded to the upper surface of the J plate (3a). In addition, the bottom plate (5) is provided with a hole (5a) in the first step part (5C) and a hole (51) in the lower step part (51). Opposite lower part (5d) of upper part (5a)
At the side end, insert the engaging part (5c) of the positioning rod at right angles to the lower blade.
J〒Bend and form the first step part (5c) to the lower step part (5d)
On the other hand, it is placed upward so as to correspond to the height of the side wall (2a) protruding from the floor (2l).
そして、ブラケット(4)の底板(5)の−1一段き!
((5c )を外側壁(2a)上に、下段部(5d)を
床(’、2 +))上(・て支持すると共(て、係合部
(5e)を側壁(2a)K夕)側から係合させて底板(
5)を位置決めする。上刃から底板(5)の孔(5a)
、 (51))に通して接着型アンカーボルト(8a)
、 (81))を挿入孔に幻、)、 (:怖)に挿入す
ると」(に、前記アンカーボルト(8a)、(8b)の
液状の合成樹脂剤(92)、 (9b)を(汗(元前状
のアンカ一本体(8c)、 (8d)外周面と挿入孔C
(a)、 (3L〕)周囲のコンクリートの間に流出さ
せ、合成樹脂剤(りa)、 (9b)を硬化させること
て、アンカ一本体(8c)、 (8d)を挿入孔(3a
)、(3b)周囲のコンクリートに接着固定して、アン
カ一本体(8c)、(8d)を側壁(2a)、床(2b
)に植設し、アンカ一本体(8c)、 (8d)の上端
部をコンクリート」二に突出させる。なお、この工程て
、合成樹脂剤(Da)、 (gb)ノー 部を挿入孔C
(a)、 (:3b)の周囲のコンクIJ −ト中に浸
込ませることが好ましく、合成樹脂剤””)y (!J
l))の他の一部を挿入孔(3r+)、 (3b) ノ
上端開[1から溢出させて側壁(2a)、床(2+))
の表面と底板(5)の下面、およびアンカ一本体(8c
)。And the -1 step of the bottom plate (5) of the bracket (4)!
((5c) is supported on the outer wall (2a), the lower part (5d) is supported on the floor (', 2 +)), and the engaging part (5e) is supported on the side wall (2a) K. ) side to engage the bottom plate (
5) Position. From the upper blade to the hole (5a) in the bottom plate (5)
, (51)) through the adhesive type anchor bolt (8a)
, (81)) is inserted into the insertion hole, the liquid synthetic resin agent (92), (9b) of the anchor bolts (8a), (8b) is inserted into the hole. (Anchor body (8c) in original shape, (8d) outer peripheral surface and insertion hole C
(a), (3L)) By letting the synthetic resin agent (ria), (9b) harden between the surrounding concrete, insert the anchor body (8c), (8d) into the insertion hole (3a).
), (3b) are glued and fixed to the surrounding concrete, and the anchor bodies (8c) and (8d) are attached to the side wall (2a) and the floor (2b).
), and the upper ends of the anchor bodies (8c) and (8d) protrude into the concrete. In addition, in this step, insert the synthetic resin agent (Da) and (gb) into the insertion hole C.
(a), (:3b) It is preferable to soak it into the surrounding concrete IJ - synthetic resin agent "")y (!J
l)) Insert the other part of the insertion hole (3r+), (3b) into the upper end opening [overflowing from 1 to the side wall (2a) and the floor (2+)].
, the bottom surface of the bottom plate (5), and the anchor body (8c).
).
(8d)と底板(5)の孔(5a)+ (5b) 周u
’3 ノ少< トモ一方を接着固定するようにしてもよ
い。(8d) and hole (5a) in bottom plate (5) + (5b) circumference u
'3 No less You may fix one of the legs with adhesive.
また、この工程中において、底板(5)の下段部(5d
)を床(21))土にライナー(7)を介して支持する
ことにより底板(5)の上段部(5c)を傾斜した外側
壁(2a)表面上に水平に配置し、底板(5)の」二段
部(5C)で既設支柱(1)の切断部上を似う。Also, during this process, the lower part (5d
) is supported on the floor (21)) through the liner (7) so that the upper part (5c) of the bottom plate (5) is placed horizontally on the surface of the inclined outer wall (2a), and the bottom plate (5) At the second stage section (5C), look over the cut section of the existing support column (1).
この二に仁この後に、アンカ一本体(8c)、 (sd
)の底板(5)から突出した」二端部に座金(1o)を
介してナツト(II)を締イ」けることで、ブラケット
(4)の底板(5)を側壁(2a)、床(2+3)の表
面上に固定する。After this, the main body of the anchor (8c), (sd
) by tightening the nuts (II) through the washers (1o) to the two ends protruding from the bottom plate (5) of the bracket (4), the bottom plate (5) of the bracket (4) is attached to the side wall (2a) 2+3).
さらに、この工程の後に、新設支柱(12)の基端部な
ブラケット(4)の突起部(6)に嵌めて底板(5)の
」一段部(5C) J:に支持させ、新設支柱(12)
の−側からこの支柱(12)と前記突起部(6)の取イ
・]板(6a)を1′1通するボルト03)に座金04
)を介してナラ) (15)を締イく」りることて、新
設支柱(12)をブラケット(4)の突起部(6)に固
定する。なお、新1投支柱(12)は、1対のスチール
製の断面]字状部4′A(12a)を嵌合さゼて溶接す
ることて断面はぼ角形の強度部拐を1111成し、この
部組の夕)周に断面はぼ角形のアルミニウムAjjの押
出型組からなる夕I筒(1−2b )を11炙合、固定
させたものて゛、図示省略したか新設支柱(12)の」
端は、適宜の手段で閉塞しである。Furthermore, after this process, the newly installed support (12) is fitted into the protrusion (6) of the bracket (4) at the proximal end and supported by the first step (5C) J: of the bottom plate (5). 12)
Remove this support (12) and the protrusion (6) from the - side.Insert washer 04 into bolt 03) which passes through plate (6a) 1'
) to secure the newly installed column (12) to the protrusion (6) of the bracket (4). In addition, the new 1-throw support (12) has a strength section 1111 whose cross section is a rectangular shape by fitting and welding a pair of steel shaped sections 4'A (12a). , 11 cylinders (1-2b) made of an extruded aluminum assembly with a rectangular cross section are attached and fixed around the circumference of this subassembly (not shown). of"
The ends are closed by suitable means.
本実施例では、前述したように、既設支柱(1)をバル
コニー(2)のコンクリート製側’+t (2”) 表
向と平坦な位置から切断し、既設支柱(1)の切断部上
を慇っで前記側壁(2a)および床(21y)jてブラ
ケット(4)の底板(5)の上段部(5a)および下段
部(51))を固定し、底板(5)の上段部(5a)上
に設けた突起部(6)に新設支社(12)を嵌め、突起
部(6)と新設支柱Q2)を締結するものであるから、
突起部(6)の太さ、断面形状を新設支柱(121の太
さ、断面形状にスJ tri)、させることがてき、新
設支柱(12)の太さ、断面形状は既設支柱(f)に影
響されることなく、量産した規格品を用いることがてき
る。In this example, as described above, the existing support column (1) is cut from a position flat with the concrete side '+t (2'') of the balcony (2), and the cut portion of the existing support column (1) is cut. The upper part (5a) and the lower part (51) of the bottom plate (5) of the bracket (4) are fixed using the side wall (2a) and the floor (21y), and the upper part (5a) of the bottom plate (5) is ), the newly installed branch (12) is fitted into the protrusion (6) provided above, and the protrusion (6) and the newly installed support post Q2) are fastened together.
The thickness and cross-sectional shape of the protrusion (6) can be made to match the thickness and cross-sectional shape of the new pillar (121), and the thickness and cross-sectional shape of the new pillar (12) can be made equal to that of the existing pillar (f). It is possible to use mass-produced standard products without being affected by
また、本実施例では、ブラケット(4)の底板(5)の
上段部(5c)を接着型アンカーポル) (8;])に
よって側壁(2a)に固着したたけてはなく、底板(5
)の下段部(5d)を接着型アンカーポル) (81)
)によって床(21))に固定しており、前記接着型ア
ンカーボルト(8a)の挿入孔(:3 a )は側壁(
2a)のコンクリート損壊することがなく、ポールイン
アンカーのような他のアンカーを用いると下端部が拡開
するためコンクリートを大きく破損し易いのと異り、取
イ」幅が狭い側壁(2a)にもブラケット(4)を固定
てきると共に、」1下方向に段差がある底板(5)を用
い、下段部(5d)を床(21))に固定していること
により、側壁たけに底板を固定するものに比べて、底板
(5)を強固にバルコニーのコンクリートに固定できる
。なお、床(2b)は面積が広いので、この床(21)
)に下段部(5d)を固定するアンカーボルトはホール
インアンカーをj目いてもよい。In addition, in this embodiment, the upper part (5c) of the bottom plate (5) of the bracket (4) is not fixed to the side wall (2a) with an adhesive type anchor pole (8;
) (81)
) is fixed to the floor (21)), and the insertion hole (:3a) of the adhesive type anchor bolt (8a) is inserted into the side wall (3a).
2a) does not damage the concrete, and unlike other anchors such as pole-in anchors, which expand at the bottom and can easily damage the concrete, the side wall with a narrow width (2a) In addition to fixing the bracket (4) to the side wall, by using the bottom plate (5) with a step downward and fixing the lower part (5d) to the floor (21), the bottom plate can be attached to the side wall. The bottom plate (5) can be firmly fixed to the concrete of the balcony compared to the case where the base plate (5) is fixed to the concrete of the balcony. In addition, since the floor (2b) has a large area, this floor (21)
) The anchor bolt that fixes the lower part (5d) to the hole-in anchor may be the jth hole-in anchor.
さらに、本実施例では、ブラケット(4)の底板(5)
に設けた係合部(5e)を側壁(2a)に夕)側から係
合させたのて、ブラケット(4)をバルコニーの建築物
内外方向に容易にしかも適確に位置決めてきる。Furthermore, in this embodiment, the bottom plate (5) of the bracket (4)
By engaging the engaging part (5e) provided on the side wall (2a) from the side, the bracket (4) can be easily and accurately positioned in the direction of the inside and outside of the balcony building.
そして、新設支社(121以夕)の手摺部材に量産した
規格品を用いるためや、既設支柱(1)やこれの埋金(
Ia)3j7の位置を避けるために、ブラケット(7I
)の底板(5)は既設支柱(1+の切断部を似う範囲て
位置調整てき、この場合にアンカーポル) (8a)。In order to use mass-produced standard products for the handrail components of the newly established branch office (121-Year), we also used the existing pillar (1) and its filler metal (
Ia) Bracket (7I) to avoid position 3j7
) The bottom plate (5) of the existing support (1+) has been adjusted in position to a similar extent, and in this case it is an anchor pole (8a).
(81))を通す底板(5)の孔(5a)、 (5b)
は長孔にしておくと調整が行い易い。(81)) through holes (5a) and (5b) in the bottom plate (5)
It is easier to make adjustments if the holes are made long.
前述したことから、本実施例の取替方法を用いると、施
工か容易て、新設支柱02等の惜産規格品を使用できる
のて、従来の方法に比べて安価に支柱の取替や支柱を含
む手摺の取替がてき、しかもブラケット(4)の底板(
5)を側壁(2a)と床(2b)の両方に固定したので
ブラケット(4)の固定が強固にで゛きる。From the above, using the replacement method of this embodiment, it is easy to construct, and used standard products such as the newly installed support column 02 can be used. It's time to replace the handrail, including the bottom plate of the bracket (4).
5) is fixed to both the side wall (2a) and the floor (2b), so the bracket (4) can be firmly fixed.
なお、手摺の取替時には、既設支柱がない部分に新設支
社を設けることが、既設支柱の切断を除く、前述した工
程を行うことて可能となるのて゛、既設支柱と大きく離
れた位置に新設支柱を配置する場合には、既設支柱を切
断した後、その中空部にモルタル等を充填して他の位置
に新設支柱を設けたり、新設支柱を追加して設けたりす
る場合にも有利である。When replacing handrails, it is possible to install a new branch in the area where there is no existing support by performing the process described above, excluding cutting the existing support. It is also advantageous when installing a new support at another position by cutting an existing support and then filling the hollow part with mortar or the like, or when additionally installing a new support.
さらに本実施例ては、ブラヶッ) (/I+を接着型ア
ンカーポルl−(8a)、 (81))で側壁(2a)
、床(2b )に固定し、前記ブラケット(4)に新設
支柱(12)を固定しており、既設支柱(1)を強度保
持のために用いていないため、既設支柱の強度が腐蝕等
て十分でない場合でも、新設支柱(12)を強度」−に
何ら問題なく側壁(2a)に固定できる。Furthermore, in this embodiment, the side wall (2a) is attached to the adhesive type anchor pole (8a), (81)).
, is fixed to the floor (2b), and the new column (12) is fixed to the bracket (4), and the existing column (1) is not used to maintain its strength, so the strength of the existing column is reduced due to corrosion etc. Even if the strength is not sufficient, the newly installed support column (12) can be fixed to the side wall (2a) without any problem in terms of strength.
なお、本発明において、既設支柱を切断した後、既設支
柱の残された部分の中空部にモルタル等を充填してから
、既設支柱の切断部上をブラケットの底板て覆ってもよ
い。また、本発明において、ブラケットの底板な支持す
るフンクリート表面が水平な場合には、前述した実施例
のようなライナーを用いなくてもよい。さらに、本発明
において、ブラケットの底板周囲とコンクリート表面の
間をモルタルのような死力1拐またはコーキング41て
覆って、夕(観をよくしたり、コンクリートへの水の浸
込みを防止するようにしてもよく、ブラケットの底板の
下段部角部は危険防止のためにアール部を設けておくこ
とが好ましく、アンカーボルトの上端部およびアンカー
ホルトに締(=Jけたナツト、とくに−ト段部のものに
はコムまたは合成樹脂のキャップを被ふせておくことか
危険防止なとのために好ましい。In the present invention, after cutting the existing pillar, the hollow portion of the remaining part of the existing pillar may be filled with mortar or the like, and then the cut portion of the existing pillar may be covered with the bottom plate of the bracket. Further, in the present invention, if the surface of the bracket supported by the bottom plate of the bracket is horizontal, it is not necessary to use a liner as in the above-described embodiment. Furthermore, in the present invention, the space between the bottom plate of the bracket and the concrete surface is covered with a dead force such as mortar or caulking 41 to improve visibility and prevent water from seeping into the concrete. However, it is preferable to provide a rounded part at the lower corner of the bottom plate of the bracket to prevent danger. It is preferable to cover it with a com or synthetic resin cap to prevent danger.
そして、本発明において、前述した実施例とは工程の順
序を変え、挿入孔に接着型アンカーボルトの挿入と同時
にブラケットの底板をアンカーに嵌めてコンクリートの
表面に支持するようにしてもよい。In the present invention, the order of the steps may be changed from the above-described embodiment, and the bottom plate of the bracket may be fitted to the anchor and supported on the concrete surface at the same time as the adhesive anchor bolt is inserted into the insertion hole.
前述した実施例はバルコニーの手摺の支柱について説明
したが、本発明は外廊下や階段の手摺、屋上の柵、車庫
、物干の支柱なと、基端部がコンクリートの突出部に埋
設固定された既設支柱とくに金属製の既設支柱の取替に
広く適用できる。The above-mentioned embodiments have been explained about the pillars of handrails on balconies, but the present invention can be applied to the handrails of outside corridors, stairs, rooftop fences, garages, clothes drying pillars, etc., where the base end is buried and fixed in a protruding part of concrete. It can be widely applied to replacing existing supports, especially existing metal supports.
以」−説明したように、本発明は、既設支柱を、これの
基端部か固定されたコンクリートの上方への突出部表面
と平坦に切断し、ブラケットの底板を上下方向に段差が
あるものとし、前記底板の上段部で既設支柱の切断部を
覆い、底板の−に段部を[11J記コンクリートの突出
部に、下段部をコンクリートの床等の突出部以外の部分
にアンカーボルトによってそれぞれ固定し、前記底板の
上段部」二に固定した突起部に新1投支柱を嵌めて固定
したことにより、従来の方法に比へ、容易で経済的に支
柱を取替えることができ、しかも、ブラケットの底板な
突出部と突出部以外の部分の離れた部分に固定している
ために、前記底板な強固で確実に固定でき、新設支柱に
十分な強度をもたせることができる上に、新1投支柱の
太さ、形状、位置の選択の自由度を増大さ- As explained above, the present invention involves cutting an existing support column so that its base end is flush with the surface of the upwardly protruding part of the fixed concrete, and then cutting the bottom plate of the bracket with a step in the vertical direction. Then, cover the cut part of the existing support with the upper part of the bottom plate, attach the step part to the - of the bottom plate [11J, and attach the lower part to the part other than the protruding part, such as the concrete floor, with anchor bolts. By fitting and fixing the new 1-throw support into the protrusion fixed to the upper part of the bottom plate, the support can be replaced easily and economically compared to the conventional method. Since the protruding part of the bottom plate is fixed to a separate part of the part other than the protruding part, the bottom plate can be firmly and reliably fixed, and the newly installed column can have sufficient strength. Increased flexibility in selecting column thickness, shape, and position
図面は本発明の一実施例を示し、第1図は既設支柱の固
定状態を示す縦断側面図、第2図は本発明の方法て゛取
替えた新1没支柱の固定状態を示す一部を縦断した側面
図、第13図は第2図のIII −In線断面図である
。
(1)・・・Il&支柱、f2)・・・ハ/l/ :I
= −、(2a)・・・側壁、(21))・・・床、
(3a)、(3b)・・・挿入孔、(4)・・・ブラケ
ット、(5)・・・底板、(5a)、 (5b) =一
孔、(5C)・・・]二段部、(5d)・・・下段部、
(6)・・・突起部、(力・・・ライナー、(8a)、
(81))・・・アンカーボルト、(9)・・・合成
樹脂剤、((0・・・ナラl−、(12)・・・新設支
社、03)・・・ボルト、(151・・・ナツト。
特許出願人 不二サッシ株式会社The drawings show one embodiment of the present invention, and FIG. 1 is a vertical cross-sectional side view showing the fixed state of the existing support column, and FIG. 2 is a partially vertical cross-sectional view showing the fixed state of the new submerged support column replaced by the method of the present invention. FIG. 13 is a cross-sectional view taken along line III-In in FIG. 2. (1)...Il&support, f2)...c/l/ :I
= −, (2a)...side wall, (21))...floor,
(3a), (3b)...insertion hole, (4)...bracket, (5)...bottom plate, (5a), (5b) = one hole, (5C)...] two-stage part , (5d)...lower section,
(6)...Protrusion, (force...liner, (8a),
(81))...Anchor bolt, (9)...Synthetic resin agent, ((0...Nara l-, (12)...Newly established branch, 03)...Bolt, (151...・Natsuto. Patent applicant Fujisash Co., Ltd.
Claims (7)
突出部に基端部が埋設、固定された既設支柱を前記突出
部の表面と平坦な位置から切断し、既設支柱の切断部上
をブラケットの上下方向に段差がある底板の上段部で覆
って前記底板な前記コンクリートの表面に支持させ、こ
のコンクリートの前記突出部および突出部以外の部分に
それぞれ形成した挿入孔にアンカーボルトを挿入してこ
れらの挿入孔周囲のコンクリートに前記アンカーボルト
を固定し、これらのアンカーボルトによって前記ブラケ
ットの底板の上段部と下段部をコンクリート表面上に固
定し、この底板上に固定した突起部に新設支柱を嵌合さ
せて底板」二に支持させ、新設支柱を前記突起部に締結
部材で締結することを特徴とする手摺等の取替方法。(1) An existing support column whose base end is buried and fixed in an upward protrusion of concrete with a step downward is cut from a position that is flat with the surface of the protrusion, and the top of the cut portion of the existing support is cut. The bracket is covered with the upper part of the bottom plate having a step in the vertical direction, and is supported on the surface of the concrete, which is the bottom plate, and anchor bolts are inserted into the insertion holes formed in the protruding part and the part other than the protruding part of this concrete. The anchor bolts are fixed to the concrete around these insertion holes, the upper and lower parts of the bottom plate of the bracket are fixed to the concrete surface by these anchor bolts, and the newly installed support is attached to the protrusion fixed on the bottom plate. A method for replacing a handrail, etc., characterized in that the newly installed support is fitted to the bottom plate and supported by the bottom plate, and the newly installed support is fastened to the protrusion using a fastening member.
ーボルトを挿入し、コンクリートの突出部以外の部分の
挿入孔に接着型アンカーボルトまたはホールインアンカ
ーを挿入する特許請求の範囲第1項に記載の手摺等の支
柱取替方法。(2) According to claim 1, an adhesive type anchor bolt is inserted into an insertion hole in a protruding part of the concrete, and an adhesive type anchor bolt or a hole-in anchor is inserted into an insertion hole in a part other than the protruding part of the concrete. How to replace supports such as handrails.
タルのような充填材を充填して既設支柱の切断部上をブ
ラケットの底板の」二段部で覆う特許請求の範囲第1項
または第2項に記載の手摺等の支柱取替方法。(3) Filling the hollow part of the cut existing support post with a filling material such as mortar, and covering the cut part of the existing support support with the two-step portion of the bottom plate of the bracket (Claim 1) Or the method for replacing supports such as handrails as described in Section 2.
部分にナツトを締付け、前記底板の周囲とコンクリート
表面の間を、モルタルのような化粧料またはコーキンク
拐て覆って前記底板を固定する特許請求の範囲第」項、
第2項または第3項に記載の手摺等の支柱取替方法。(4) A nut is tightened to a portion of the anchor bolt protruding above the bracket bottom plate, and the space between the periphery of the bottom plate and the concrete surface is covered with a cosmetic material such as mortar or caulk to fix the bottom plate. Section ”,
The method for replacing a support for a handrail, etc., as described in paragraph 2 or 3.
孔を長孔とした特許請求の範囲第1項、第2項、第3項
または第4項に記載の手摺等の支柱取替方法。(5) A method for replacing a post of a handrail or the like as set forth in claim 1, 2, 3, or 4, wherein the hole into which the anchor bolt of the bottom plate of the bracket is inserted is a long hole.
ットの底板を支持し、前記コンクリートの水平面に対し
傾斜している突出部表1aj上に前記底板の上段部を水
平に固定する特j′1.請求の範囲第1項、第2項、第
3項、第・4項または第5項に記載の手摺等の支柱取替
方法。(6) The bottom plate of the bracket is supported on the surface of the concrete via a liner, and the upper part of the bottom plate is horizontally fixed on the protrusion table 1aj that is inclined with respect to the horizontal plane of the concrete. A method for replacing a support such as a handrail according to claim 1, 2, 3, 4, or 5.
部にコンクリートの突起部端面に係合する位置決め川の
係合部が下方に突出させである特#’l’ 請求の範囲
第1項、第2項、第3項、第4項、第5項または第6項
記載の手摺等の支柱取替方法。(7) The bottom plate of the bracket has an engaging part of a positioning river that engages with the end face of a concrete protrusion at the end opposite to the lower part of the upper stage, and projects downward.Claim #'l' Claim 1 A method for replacing a support for a handrail, etc., as described in Section 2, Section 2, Section 3, Section 4, Section 5, or Section 6.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22834583A JPS60123655A (en) | 1983-12-05 | 1983-12-05 | Replacement of pillar of handrail |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22834583A JPS60123655A (en) | 1983-12-05 | 1983-12-05 | Replacement of pillar of handrail |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60123655A true JPS60123655A (en) | 1985-07-02 |
JPH0326269B2 JPH0326269B2 (en) | 1991-04-10 |
Family
ID=16875004
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22834583A Granted JPS60123655A (en) | 1983-12-05 | 1983-12-05 | Replacement of pillar of handrail |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60123655A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102971379B (en) | 2010-04-08 | 2015-02-18 | 大丰工业株式会社 | Sliding material based on graphite-containing resin, and sliding member |
EP2647843B1 (en) | 2010-12-02 | 2019-05-29 | Taiho Kogyo Co., Ltd | Swash plate for swash plate compressor |
-
1983
- 1983-12-05 JP JP22834583A patent/JPS60123655A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH0326269B2 (en) | 1991-04-10 |
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