JPH056353Y2 - - Google Patents

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Publication number
JPH056353Y2
JPH056353Y2 JP1986180957U JP18095786U JPH056353Y2 JP H056353 Y2 JPH056353 Y2 JP H056353Y2 JP 1986180957 U JP1986180957 U JP 1986180957U JP 18095786 U JP18095786 U JP 18095786U JP H056353 Y2 JPH056353 Y2 JP H056353Y2
Authority
JP
Japan
Prior art keywords
formwork
support
handrail
column
balcony
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 - Lifetime
Application number
JP1986180957U
Other languages
Japanese (ja)
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JPS6385754U (en
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 filed Critical
Priority to JP1986180957U priority Critical patent/JPH056353Y2/ja
Publication of JPS6385754U publication Critical patent/JPS6385754U/ja
Application granted granted Critical
Publication of JPH056353Y2 publication Critical patent/JPH056353Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、コンクリート建築において、主に
ベランダ手摺等を構築する型枠を支持するのに好
適なベランダ用型枠支持装置に関する。
[Detailed Description of the Invention] (Industrial Field of Application) This invention relates to a veranda formwork support device suitable for supporting formwork for constructing mainly balcony handrails and the like in concrete construction.

(従来の技術) 従来、ベランダの手摺をコンクリートで構築す
るには主に次のような手段が採られていた。すな
わち、手摺の内壁面を形成する型枠は、パイプサ
ポートや桟木等のつなぎ材でベランダの内がわか
ら支持固定され、一方、手摺の外壁面を形成する
型枠は、外壁根巻き用のアンカーボルト等で固定
された端太角上に支持されるなどの手段によつて
いた(「図説建築の型わく工事 畑中数舗著 理
工学社発行」P125参照/「型枠の施工わかりや
すい建築技術 内藤龍夫 氷見啓二著 鹿島出版
会発行」P70参照)。
(Prior Art) Conventionally, the following methods have been mainly used to construct balcony handrails with concrete. In other words, the formwork that forms the inner wall of the handrail is supported and fixed by connecting materials such as pipe supports and crosspieces, while the formwork that forms the outer wall of the handrail is supported and fixed by connecting materials such as pipe supports and crosspieces, while the formwork that forms the outer wall of the handrail is used as anchors for wrapping around the roots of the outside wall. It was supported by means such as being supported on thick corners fixed with bolts, etc. (see "Illustrated architectural mold construction by Kazupo Hatanaka, published by Rikogakusha", p. 125 / "Easy-to-understand architectural techniques for constructing formwork") Tatsuo Naito, Keiji Himi, published by Kajima Publishing” (see page 70).

また、ベランダ手摺の外がわに張り出したスラ
ブ受用端太材に立設固定する支柱を設け、この支
柱とベランダ手摺構築用の型枠とを連結するベラ
ンダ手摺型枠支持方法が特開昭58−91270号公報
に記載されている。
In addition, Japanese Patent Application Laid-Open No. 58 (1972) disclosed a method for supporting a veranda handrail formwork, in which a pillar is provided to erect and fix a thick member for receiving a slab that overhangs the outside of the balcony handrail, and this pillar is connected to a formwork for constructing the balcony handrail. -Described in Publication No. 91270.

(考案が解決しようとする問題点) ところが、前者の型枠の支持をベランダ内がわ
で行なう従来の方法では、型枠支持材として使用
するパイプサポートや桟木等が作業通路の妨げと
なり、型枠設置後の作業能率が低下する不都合が
生じていた。
(Problem that the invention aims to solve) However, in the former method, in which the formwork is supported inside the balcony, the pipe supports, crosspieces, etc. used as formwork support materials obstruct the work path, and the formwork is There was an inconvenience that work efficiency decreased after the frame was installed.

また、外壁根巻き用アンカーボルト等で型枠を
支持すると、コンクリート打設時に最も荷重が加
わる外壁面用型枠の下端部の支持強度を充分に高
めることが難かしく、コンクリートの打設時にお
いてこの部分に、はらみを生じる虞があつた。
In addition, when supporting the formwork with anchor bolts for wrapping around the roots of external walls, it is difficult to sufficiently increase the support strength of the lower end of the formwork for the external wall surface, which is subjected to the most load during concrete pouring. There was a risk of an issue occurring in this area.

一方、後者の型枠支持方法では、根太等に支持
立設した支柱の上端部分を型枠に連結してこれを
固定するものである。したがつて、型枠の上端部
分はこの支柱によつて支持されているが、型枠の
下端部分は根太の上に立設しているだけである。
この結果、前者の型枠支持高工法と同様に、型枠
の下端部の支持強度が充分ではなく、コンクリー
トの打設時に型枠下端部に、はらみを生じる虞が
あつた。
On the other hand, in the latter method of supporting a formwork, the upper end portion of a support column supported by a joist or the like is connected to and fixed to the formwork. Therefore, the upper end portion of the formwork is supported by the supports, but the lower end portion of the formwork is only erected on the joists.
As a result, as with the former high formwork support method, the support strength of the lower end of the formwork was not sufficient, and there was a risk that the lower end of the formwork would bulge during concrete pouring.

そこでこの考案は上述の不都合を解消すべく案
出されたもので、ベランダ内がわでの支持部材を
省略し得て作業通路を確保し、アンカーボルト等
の消耗品を一切用いずに正確な施工が可能にな
り、しかも、型枠下端部にはらみを生じる虞のな
い極めて強固な型枠支持ができるベランダ用型枠
支持装置の提供を目的とする。
Therefore, this idea was devised to solve the above-mentioned inconveniences, and it was possible to omit the support members inside the balcony, secure a working path, and achieve accurate work without using any consumables such as anchor bolts. To provide a formwork supporting device for a veranda, which can be constructed and which can support the formwork extremely firmly without the risk of sagging at the lower end of the formwork.

(問題点を解決するための手段) 上述の目的を達成すべくこの考案は、ベランダ
手摺の外がわに張り出したスラブ受用端太材に垂
直に立設固定する支柱を設け、この支柱とベラン
ダ手摺構築用の型枠とを連結する伸縮自在な支持
金具を支柱の側部に高さ調整自在に設けたコンク
リート造ベランダ手摺構築用の型枠支持装置にお
いて、支柱は、支柱の下端に直交する水平材と、
支柱と水平材とを連結固定する補強材とから成
り、補強材の下端部を垂直に屈曲し、屈曲した下
部側面で型枠の下端部を押圧固定することを問題
解決のための手段とする。
(Means for Solving the Problems) In order to achieve the above-mentioned purpose, this invention provides a column that is fixed vertically to the slab receiving end material that extends outside the balcony handrail, and connects this column and the balcony. In a formwork support device for constructing a concrete verandah handrail, in which a telescopic support metal fitting that connects to the formwork for constructing a handrail is provided on the side of the column so that the height can be adjusted, the column is perpendicular to the lower end of the column. horizontal material,
It consists of a reinforcing material that connects and fixes the column and the horizontal member, and the means to solve the problem is to bend the lower end of the reinforcing material vertically and press and fix the lower end of the formwork with the bent lower side surface. .

(作用) この考案によると、手摺構築用の型枠は、ベラ
ンダ手摺の外がわに張り出したスラブ受用端太材
に垂直に立設固定した支柱に、支持金具を介して
連結支持される。
(Function) According to this invention, the formwork for constructing the handrail is connected and supported via a support fitting to a support that is vertically erected and fixed to a slab receiving end member that extends outside the balcony handrail.

型枠の支持角度は、支柱と型枠とを連結した支
持金具の長さを伸縮自在に調整することで任意の
支持角度に調節される。
The support angle of the formwork can be adjusted to any desired support angle by telescopically adjusting the length of the support fitting that connects the pillars and the formwork.

そして、型枠の下端部は、補強材の垂直に屈曲
した下端部が押圧し、補強材が連結された支柱と
一体になつて型枠を固定するものである。
The lower end portion of the formwork is pressed by the vertically bent lower end portion of the reinforcing member, and the formwork is fixed together with the support column to which the reinforcing member is connected.

(実施例) 以下、図面を参照してこの考案の実施例を詳細
に説明する。
(Example) Hereinafter, an example of this invention will be described in detail with reference to the drawings.

図に示される符号1は、スラブ型枠の根太A等
の端太材に立設固定する支柱である。この支柱1
には、自身の側面適位置から斜め下方に延長され
る補強材2を設けてある。補強材2の下端部は、
支柱1と同様にして根太Aの上面に立設固定する
ように設ける。特に、補強材2の下端部を垂直に
屈曲することで、この下端部を手摺外壁面の型枠
下端に当接させて型枠の下端を強力に押圧固定す
るように設けてある。支柱1及び補強材2の横端
太Bへの固定手段として図示例では、支柱1の下
端に直交する水平材3と、支柱1と水平材3とを
連結固定する補強材2とを形成し、断面略コ字形
状の嵌着具3Aを支柱1と補強材2との夫々下端
に設けてあり、この嵌着具3Aの先端部相互間に
楔3Bを挿通するものである。
Reference numeral 1 shown in the figure is a support that is erected and fixed to a thick end material such as a joist A of a slab formwork. This pillar 1
is provided with a reinforcing member 2 extending obliquely downward from a proper position on its side. The lower end of the reinforcing material 2 is
It is installed so as to be erected and fixed on the upper surface of the joist A in the same manner as the support column 1. In particular, by vertically bending the lower end of the reinforcing member 2, this lower end is brought into contact with the lower end of the formwork on the outer wall surface of the handrail, and the lower end of the formwork is strongly pressed and fixed. In the illustrated example, the means for fixing the column 1 and the reinforcing member 2 to the horizontal end thick B includes a horizontal member 3 that is perpendicular to the lower end of the column 1, and a reinforcing member 2 that connects and fixes the column 1 and the horizontal member 3. A fitting 3A having a substantially U-shaped cross section is provided at the lower end of each of the pillar 1 and the reinforcing member 2, and a wedge 3B is inserted between the tips of the fitting 3A.

符号4は、支柱1と型枠とを連結支持する支持
金具である。この支持金具4は、支持金具4自体
を支柱1に着脱自在に固定する固定部5と、固定
部5から伸縮自在に延長されて支柱1と型枠との
間隔を調整する伸縮部6と、伸縮部6の先端に設
けられ、支持金具4自体と型枠とを着脱自在に連
結する把持部7とから構成される。第2図及び第
3図で示す固定部5は、支柱1の側面を貫通せし
める固定ボルト5Aの両端に一対の固定金具5B
を設け、固定ボルト5Aにネジ止めした蝶ナツト
5Cで固定金具5B間を調整して支柱1に固定す
る。この際、支柱1は、第4図に示す如く、自身
の側面にスライド口1Aを形成したものを用いて
いる。
Reference numeral 4 denotes a support fitting that connects and supports the support column 1 and the formwork. This support fitting 4 includes a fixing part 5 that removably fixes the support fitting 4 itself to the column 1, and an extendable part 6 that is extendable from the fixing part 5 and adjusts the distance between the column 1 and the formwork. The holding part 7 is provided at the tip of the extensible part 6 and connects the support fitting 4 itself and the formwork in a detachable manner. The fixing part 5 shown in FIGS. 2 and 3 includes a pair of fixing metal fittings 5B at both ends of a fixing bolt 5A that penetrates the side surface of the column 1.
is provided, and fixed to the support 1 by adjusting the distance between the fixing fittings 5B with a wing nut 5C screwed onto the fixing bolt 5A. At this time, the support 1 used has a slide opening 1A formed on its side surface, as shown in FIG.

伸縮部6は、固定部5に固定した内筒6Aと把
持部7に連結ボルト6Dを介して回動自在に連結
した外筒6Bとを嵌合し、ハンドル6Cの回転に
伴なつて回転される連結ボルト6Dを外筒6Bに
内在させ、この連結ボルト6Dを内筒6A内にネ
ジ止めすることで伸縮自在に長さを調整する。
The extendable part 6 has an inner cylinder 6A fixed to the fixed part 5 and an outer cylinder 6B rotatably connected to the grip part 7 via a connecting bolt 6D, and is rotated as the handle 6C is rotated. A connecting bolt 6D is housed in the outer cylinder 6B, and the connecting bolt 6D is screwed into the inner cylinder 6A to adjust its length freely.

把持部7は、型枠の横端太Bに嵌着する側面略
コ字状の嵌着具7Aと嵌着具7A先端の相互間に
挿通する楔7Bとで構成してある。
The grip part 7 is composed of a fitting tool 7A having a substantially U-shaped side surface that fits into the lateral end B of the formwork, and a wedge 7B that is inserted between the tips of the fitting tool 7A.

尚、支持金具4の構成は図示例に限らず、支柱
1と型枠とを間隔調整自在に連結し得る構造のも
のであれば他の設計変更は任意とする。
Note that the configuration of the support fitting 4 is not limited to the illustrated example, and other design changes may be made as long as it has a structure that allows the support 1 and the formwork to be connected in a freely adjustable manner.

(考案の効果) この考案は上述の如く構成したことにより、当
初の目的を達成する。
(Effects of the invention) This invention achieves its original purpose by being configured as described above.

すなわち、コンクリート造ベランダ手摺構築用
の型枠支持装置において、ベランダ手摺の外がわ
に張り出したスラブ受用端太材に垂直に立設固定
する支柱1を設け、この支柱1とベランダ手摺構
築用の型枠とを連結する伸縮自在な支持金具4を
支柱1の側部に高さ調整自在に設けたことによ
り、従来の如く、手摺構築用の型枠をベランダ内
がわからサポート等で支持する必要がなくなつ
た。
That is, in a formwork support device for constructing a concrete balcony handrail, a post 1 is installed and fixed perpendicularly to a thick member for receiving a slab that protrudes outside the balcony handrail, and this post 1 and a support for constructing a balcony handrail are installed. By providing a telescopic support fitting 4 that connects the formwork to the side of the pillar 1 so that its height can be adjusted freely, it is no longer necessary to support the formwork for constructing a handrail with supports that can be seen inside the balcony, as in the past. has disappeared.

したがつて、ベランダ内に作業通路が充分確保
されることとなり、型枠設置後の作業能率が極め
て向上する。
Therefore, a sufficient working path is ensured within the balcony, and work efficiency after the formwork is installed is greatly improved.

しかも、この考案支持装置は、スラブ型枠用の
端太材に手摺構築用の型枠を固定するものである
から、強固な固定力が得られる。更に、従来この
種の型枠固定に用いていたアンカーボルト等の消
耗品は一切必要とせず、この考案支持装置を繰り
返し使用することで材料費の低減を図ることも可
能となる。
Moreover, since this inventive support device fixes the formwork for constructing the handrail to the thick material for the slab formwork, a strong fixing force can be obtained. Furthermore, there is no need for any consumables such as anchor bolts that were conventionally used for fixing this type of formwork, and by repeatedly using this devised support device, it is possible to reduce material costs.

また、支持金具4を伸縮調整することで、手摺
構築用型枠の立設角度を容易、且つ確実に調整で
きるから、極めて正確な手摺構築を行なえる。
Furthermore, by adjusting the expansion and contraction of the support fittings 4, the angle at which the handrail construction formwork is erected can be easily and reliably adjusted, so that extremely accurate handrail construction can be achieved.

さらに、支柱1は、支柱1の下端に直交する水
平材3と、支柱1と水平材3とを連結固定する補
強材2とから成り、補強材2の下端部を垂直に屈
曲し、屈曲した下部側面で型枠の下端部を押圧固
定するから、支柱1と水平材3と補強材2とが、
一体になつて型枠下端部を固定する。この結果、
従来の問題点であつた、型枠の下端部の支持強度
を充分に高めることができ、コンクリート打設時
に型枠下端部に、はらみを生じる虞は解消され
た。
Furthermore, the column 1 is made up of a horizontal member 3 that is perpendicular to the lower end of the column 1, and a reinforcing member 2 that connects and fixes the column 1 and the horizontal member 3. The lower end of the reinforcing member 2 is bent vertically, and Since the lower end of the formwork is pressed and fixed with the lower side, the support 1, the horizontal member 3, and the reinforcing member 2 are
Fix the lower end of the formwork together. As a result,
The supporting strength of the lower end of the formwork, which was a conventional problem, can be sufficiently increased, and the fear of the lower end of the formwork being bulged during concrete pouring has been eliminated.

このようにこの考案によると、ベランダ内がわ
での支持部材を省略し得て作業通路を確保し、ア
ンカーボルト等の消耗品を一切用いずに正確な施
工が可能になり、しかも、型枠下端部にはらみを
生じる虞のない極めて強固な型枠支持ができるな
ど、実用上有益な効果を奏する。
In this way, according to this invention, it is possible to omit supporting members on the inside of the balcony, secure a working passage, and enable accurate construction without using any consumables such as anchor bolts. This has practical effects such as extremely strong formwork support without the risk of bulging at the lower end.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの考案の実施例を示すもので、第1図
は使用状態を示す正面図、第2図は支持金具を示
す正面図、第3図は同じく支持金具を示す平面
図、第4図は支柱を示す側面図である。 A……根太、B……横端太、C……縦端太、1
……支柱、1A……スライド口、1B……連結
板、1C……水抜孔、2……補強材、3……水平
材、3A……嵌着具、3B……楔、4……支持金
具、5……固定部、5A……固定ボルト、5B…
…固定金具、5C……蝶ナツト、6……伸縮部、
6A……内筒、6B……外筒、6C……ハンド
ル、6D……連結ボルト、7……把持部、7A…
…嵌着具、7B……楔。
The drawings show an embodiment of this invention; Fig. 1 is a front view showing the state of use, Fig. 2 is a front view showing the support fitting, Fig. 3 is a plan view also showing the support fitting, and Fig. 4 is a front view showing the usage state. FIG. 3 is a side view showing a support. A...Joist, B...Horizontal thick, C...Vertical thick, 1
...Strut, 1A...Slide opening, 1B...Connecting plate, 1C...Drain hole, 2...Reinforcement material, 3...Horizontal material, 3A...Fitting tool, 3B...Wedge, 4...Support Metal fittings, 5...Fixing part, 5A...Fixing bolt, 5B...
...Fixing bracket, 5C...wing nut, 6...extensible part,
6A... Inner cylinder, 6B... Outer cylinder, 6C... Handle, 6D... Connection bolt, 7... Gripping part, 7A...
...Fitting tool, 7B...wedge.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ベランダ手摺の外がわに張り出したスラブ受用
端太材に垂直に立設固定する支柱を設け、この支
柱とベランダ手摺構築用の型枠とを連結する伸縮
自在な支持金具を支柱の側部に高さ調整自在に設
けたコンクリート造ベランダ手摺構築用の型枠支
持装置において、支柱は、支柱の下端に直交する
水平材と、支柱と水平材とを連結固定する補強材
とから成り、補強材の下端部を垂直に屈曲し、屈
曲した下部側面でベランダ手摺構築用の型枠の下
端部を押圧固定することを特徴とするベランダ用
型枠支持装置。
A post is installed vertically and fixed to the slab receiving end material that overhangs the outside of the balcony handrail, and a telescoping support bracket is attached to the side of the post to connect this post and the formwork for constructing the balcony handrail. In a formwork support device for constructing a concrete verandah handrail that is height-adjustable, the column consists of a horizontal member perpendicular to the lower end of the column, and a reinforcing member that connects and fixes the column and the horizontal member. A formwork support device for a balcony, characterized in that the lower end of the formwork is bent vertically, and the lower end of the formwork for constructing a balcony handrail is pressed and fixed by the bent lower side surface.
JP1986180957U 1986-11-25 1986-11-25 Expired - Lifetime JPH056353Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986180957U JPH056353Y2 (en) 1986-11-25 1986-11-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986180957U JPH056353Y2 (en) 1986-11-25 1986-11-25

Publications (2)

Publication Number Publication Date
JPS6385754U JPS6385754U (en) 1988-06-04
JPH056353Y2 true JPH056353Y2 (en) 1993-02-18

Family

ID=31125389

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986180957U Expired - Lifetime JPH056353Y2 (en) 1986-11-25 1986-11-25

Country Status (1)

Country Link
JP (1) JPH056353Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5891270A (en) * 1981-09-08 1983-05-31 日工株式会社 Supporting of mold frame of veranda handrail

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5891270A (en) * 1981-09-08 1983-05-31 日工株式会社 Supporting of mold frame of veranda handrail

Also Published As

Publication number Publication date
JPS6385754U (en) 1988-06-04

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