JPS63223255A - Method for supporting handrail support of balcony - Google Patents
Method for supporting handrail support of balconyInfo
- Publication number
- JPS63223255A JPS63223255A JP5842587A JP5842587A JPS63223255A JP S63223255 A JPS63223255 A JP S63223255A JP 5842587 A JP5842587 A JP 5842587A JP 5842587 A JP5842587 A JP 5842587A JP S63223255 A JPS63223255 A JP S63223255A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- support
- balcony
- column
- fixed
- 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
Links
- 238000000034 method Methods 0.000 title claims description 5
- 239000011440 grout Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000002184 metal Substances 0.000 description 2
- 239000011444 non-shrink grout Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
Landscapes
- 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】
産業上の利用分野
本発明はバルコニーの手摺支柱の支持方法に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for supporting a balcony handrail support.
従来の技術
従来、バルコニーの手摺支柱を所定位置に立設する方法
としては、たとえば第６図に示すようにコンクリート１
に埋設され之アンカープレート２上に支柱３を位置決め
しながら立てて、支柱３の下端をアンカープレート２に
対して溶接にて固定する方法が採用されていた。４は溶
接部である。2. Description of the Related Art Conventionally, as a method for erecting balcony handrail supports at predetermined positions, for example, as shown in Fig. 6, concrete 1
A method has been adopted in which a support post 3 is positioned and erected on an anchor plate 2 buried in the ground, and the lower end of the support post 3 is fixed to the anchor plate 2 by welding. 4 is a welded part.
発明が解決しようとする問題点
このような従来の方法ではアンカープレート２に対して
支柱３ｔ−溶接固定するための装置が必要であるととも
に、この溶接装置の電源コードを作業位置迄引き回す必
要があシ、高層の建築物において作業を行なう場合、そ
の溶接のための配線作業だけでも非常に手間がかかって
いた。Problems to be Solved by the Invention This conventional method requires a device for welding and fixing the column 3t to the anchor plate 2, and it is also necessary to route the power cord of this welding device to the working position. However, when working on high-rise buildings, the wiring work for welding was extremely time consuming.
本発明はこのような問題点を解決するもので、溶接作業
を必要とせず、支柱を所定位置に簡単に立役できるよう
にすることを目的とするものである。The present invention is intended to solve these problems, and aims to make it possible to easily place a support column in a predetermined position without requiring any welding work.
問題点を解決するための手段
この問題点を解決するために本発明は、手摺支柱配設部
の下方において上端が露出するように筒状のアンカーを
コンクリートに埋設し、このアンカーの上方で支柱を上
下方向に向かせて所定位置に位置決めするとともにこの
支柱の下端をアンカ−に嵌入させ、前記アンカーの内面
と支柱外面との間の隙間に無収縮グラウト材全注入して
支柱の下端をアンカーに固定するものである。Means for Solving the Problem In order to solve this problem, the present invention embeds a cylindrical anchor in concrete so that the upper end is exposed below the handrail support installation part, and the support support is installed above the anchor. Position the column vertically in a predetermined position, fit the lower end of the column into the anchor, inject all of the non-shrink grout into the gap between the inner surface of the anchor and the outer surface of the column, and attach the lower end of the column to the anchor. It is to be fixed at
作用
この構成により、支柱の下端は無収縮グラウト材が硬化
することによりアンカーに固定される。With this arrangement, the lower end of the column is fixed to the anchor by hardening of the non-shrinkage grout.
実施例
以下、本発明の一実施例について、図面に基づいて説明
する。EXAMPLE Hereinafter, an example of the present invention will be described based on the drawings.
第１図〜第５図において、１１はコンク！Ｊ −ト１２
に埋設される筒状のアンカーで、Ｌ型の２本の鉄筋１３
と直線状の１本の鉄筋１４が溶接にて固定されている。In Figures 1 to 5, 11 is Conch! J-G12
It is a cylindrical anchor buried in the 2 L-shaped reinforcing bars 13
A single straight reinforcing bar 14 is fixed by welding.
また、このアンカー１１は下端が閉じられているととも
に、上端が開口し九状態となっている。Further, the anchor 11 is in a nine-position state with its lower end closed and its upper end open.
このように鉄筋１３．１４が固定されているアンカー１
１はバルコニーの支柱配設部の下方に位置するように第
２図に示すよつにコンクリート１２に埋設される。この
ときアンカー１１は上端面が露出するようにコンク！Ｊ
−）１２に埋め込まれ、各支柱配設部の下方に並設され
る。１５は各アンカー１１に下端が嵌入される上下方向
に向く支柱で、バルコニーの手摺形成部において適当間
隔おきに設けられる。Anchor 1 to which reinforcing bars 13 and 14 are fixed in this way
1 is buried in concrete 12 as shown in FIG. 2 so as to be located below the column support portion of the balcony. At this time, the anchor 11 is fixed so that the upper end surface is exposed. J
-) 12, and are arranged in parallel below each column installation part. Reference numeral 15 indicates vertically oriented columns whose lower ends are fitted into each anchor 11, and are provided at appropriate intervals in the handrail forming portion of the balcony.
この支柱】５はバルコニーの手摺の基部となり、この支
柱１５を所定位置に設けるために第５図に示すようにバ
ルコニーの前端部に位置する両側の壁１６゜１６の上端
間にＬ型のアンプｌ’７１７に水平に掛は渡し、このア
ングル１７の長さ方向の所定位置に支柱１５の上端をボ
ルト１８により固定する。１本のアングル１７に対して
吊り下げられた状態の複数本の支柱１５は第３図に示す
ように下端部が前記アンカー１１の内部に嵌入するので
あるが、各支柱１５の下端側でのぐらつきが発生するの
を防止するために前記コンク’Ｊ−）１２の上方で各支
柱１５の下端近傍部間を水平のＬ型のアンプ／ｌ／１９
でつないで支持している。This post 5 becomes the base of the handrail of the balcony, and in order to install this post 15 in a predetermined position, an L-shaped amplifier is installed between the upper ends of both walls 16 and 16 located at the front end of the balcony, as shown in FIG. A hook is passed horizontally to l'717, and the upper end of the support column 15 is fixed at a predetermined position in the length direction of this angle 17 with a bolt 18. As shown in FIG. 3, the lower ends of the plurality of struts 15 suspended from one angle 17 fit into the interior of the anchor 11. In order to prevent wobbling, an L-shaped amplifier/l/19 is installed horizontally between the lower ends of each support column 15 above the conc'J-) 12.
It is connected and supported.
さらに詳しくは、前記支柱１５の上端を支持するアンプ
／ｌ／１７は前記壁１６の上端コーナ一部にポ／１／）
加により固定された支持金具２１に端部がボルト２２で
支持されている。このときアンプ／Ｌ’１７に取り付け
られる支柱ｉ５の前後ならびに上下の位置精度を前記支
持金具２１の前記ボルト２０による前後ならびに上下位
置の調整などにより確保している。ま念、前記支柱１５
の下端近傍とアンプｌ′ｖ１９とは、支柱１５をアンプ
／Ｌ’１９とで挟む板２３と、この板２３ｔ−アングｌ
Ｌ／１９に近づくように締め付けるボルト２４によフ連
結固定されている。これにより各支柱１５は下端が各ア
ンカー１１の内部に嵌入した状態で所定の位置に支持さ
れることになり、その状態でアンカー１１の内面と支柱
１５の外面との間の隙間に第４図に示すように無収縮グ
ラウト材２５を注入する。この無収縮グラウト材２５は
速乾性で′ｊｂ！１１、このグラウト材２５が硬化する
ことにより支柱１５の下端をアンカー１１の内部で固定
することができる。More specifically, the amplifier /1/17 that supports the upper end of the pillar 15 is located at a part of the upper end corner of the wall 16.
The end portion is supported by a bolt 22 to a supporting metal fitting 21 which is fixed by adding. At this time, the longitudinal and vertical positional accuracy of the support column i5 attached to the amplifier/L'17 is ensured by adjusting the longitudinal and vertical positions using the bolts 20 of the support fitting 21. Sincerely, the pillar 15
The vicinity of the lower end of the amplifier L'v19 is connected to the plate 23 that sandwiches the support 15 with the amplifier/L'19, and this plate 23t-angle l'v19.
It is connected and fixed by a bolt 24 that is tightened so as to approach L/19. As a result, each strut 15 is supported in a predetermined position with its lower end fitted inside each anchor 11, and in this state, the gap between the inner surface of the anchor 11 and the outer surface of the strut 15 is shown in FIG. A non-shrinkage grout material 25 is injected as shown in FIG. This non-shrink grout material 25 dries quickly and is amazing! 11. By hardening this grout material 25, the lower end of the column 15 can be fixed inside the anchor 11.
これによりバルコニーの手摺の基部が形成されたことに
なり、その後は前記アンプ＃ １７，１９と支柱１５と
の連結を外し、支柱１５を中心に手摺に必要な部材を取
り付けて作業を行なう。This completes the formation of the base of the balcony handrail. After that, the amplifiers #17 and 19 are disconnected from the pillar 15, and the necessary parts are attached to the handrail around the pillar 15.
なお、前記支柱１５が上方に突出するアンカー１１の上
部などはモルタルなどで贋われて仕上げられる。Incidentally, the upper part of the anchor 11 from which the support column 15 protrudes upward is finished with mortar or the like.
発明の効果
以上のように本発明によれば、所定位置に位置決めされ
之支柱の下端を筒状のアンカーに嵌入させて無収縮グラ
ウト材によりアンカーに固定しており、従来のようにア
ンカープレートに支柱の下端を溶接する作業を必要とせ
ず、したがって溶接するための装置や溶接のための配線
が不要となり、作業能率の向上を図ることができる。Effects of the Invention As described above, according to the present invention, the lower end of the column is positioned at a predetermined position and is fitted into the cylindrical anchor and fixed to the anchor with non-shrinkage grout. There is no need to weld the lower end of the support, and therefore no welding equipment or welding wiring is required, and work efficiency can be improved.
【図面の簡単な説明】
第１図〜第５図は本発明の一実施例を示すもので、第１
図はアンカーの斜視図、第２図〜第４図はアンカーに支
柱を固定する順序を示す断面図、第５図は支柱を所定位
置に位置決めする状態を示す斜視図、第６図は従来例を
示す断面図である。
１１・・・アンカー、１２・・・コンク！Ｊ −）、１
３．１４・・・鉄筋、１５・・・支柱、１７．１９・・
・アングル、２１・・・支持金具、５・・・無収縮グラ
ウト材。
代理人 森 本 義 弘
／ｊ、／４−・−族朽
第４図[Brief Description of the Drawings] Figures 1 to 5 show one embodiment of the present invention.
The figure is a perspective view of the anchor, Figures 2 to 4 are sectional views showing the order in which the strut is fixed to the anchor, Figure 5 is a perspective view showing how the strut is positioned at a predetermined position, and Figure 6 is a conventional example. FIG. 11... Anchor, 12... Conch! J-), 1
3.14...Reinforcing bars, 15...Columns, 17.19...
-Angle, 21...Supporting metal fittings, 5...Non-shrinkage grout material. Agent Yoshihiro Morimoto /j, /4-・-Zokutsu Figure 4
Claims (1)
に筒状のアンカーをコンクリートに埋設し、このアンカ
ーの上方で支柱を上下方向に向かせて所定位置に位置決
めするとともにこの支柱の下端をアンカーに嵌入させ、
前記アンカーの内面と支柱外面との間の隙間に無収縮グ
ラウト材を注入して支柱の下端をアンカーに固定するバ
ルコニーの手摺支柱の支持方法。1. Bury a cylindrical anchor in concrete so that the upper end is exposed below the handrail support installation area, position the support in a predetermined position by pointing the support in the vertical direction above the anchor, and attach the lower end of the support to the concrete. Fit it into the anchor,
A method for supporting a handrail post for a balcony, in which the lower end of the post is fixed to the anchor by injecting non-shrinkage grout into the gap between the inner surface of the anchor and the outer surface of the post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5842587A JPS63223255A (en) | 1987-03-13 | 1987-03-13 | Method for supporting handrail support of balcony |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5842587A JPS63223255A (en) | 1987-03-13 | 1987-03-13 | Method for supporting handrail support of balcony |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63223255A true JPS63223255A (en) | 1988-09-16 |
Family
ID=13084026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5842587A Pending JPS63223255A (en) | 1987-03-13 | 1987-03-13 | Method for supporting handrail support of balcony |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63223255A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02129533U (en) * | 1989-03-28 | 1990-10-25 |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6128848U (en) * | 1984-07-27 | 1986-02-21 | 有限会社 立田鉄筋工業所 | Clips for temporary assembly of reinforcing bars |
-
1987
- 1987-03-13 JP JP5842587A patent/JPS63223255A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6128848U (en) * | 1984-07-27 | 1986-02-21 | 有限会社 立田鉄筋工業所 | Clips for temporary assembly of reinforcing bars |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02129533U (en) * | 1989-03-28 | 1990-10-25 | ||
| JPH0522576Y2 (en) * | 1989-03-28 | 1993-06-10 |
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