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JPS6244017Y2 - - Google Patents

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Publication number
JPS6244017Y2
JPS6244017Y2 JP972183U JP972183U JPS6244017Y2 JP S6244017 Y2 JPS6244017 Y2 JP S6244017Y2 JP 972183 U JP972183 U JP 972183U JP 972183 U JP972183 U JP 972183U JP S6244017 Y2 JPS6244017 Y2 JP S6244017Y2
Authority
JP
Japan
Prior art keywords
cone
bolt insertion
support
bolt
mounting arm
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
Application number
JP972183U
Other languages
Japanese (ja)
Other versions
JPS59115049U (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 JP972183U priority Critical patent/JPS59115049U/en
Publication of JPS59115049U publication Critical patent/JPS59115049U/en
Application granted granted Critical
Publication of JPS6244017Y2 publication Critical patent/JPS6244017Y2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 この考案は建物の例えばバルコニーにおける先
端立上り部に手摺りを取付けるに当つて使用する
建物用手摺アンカーの支持具に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to a support for a handrail anchor for a building, which is used when attaching a handrail to the rising end of a building, for example, a balcony.

従来、バルコニー等に手摺り支柱を取付ける時
に使用するものとして実開昭54−16127号公報に
記載のものが考案されている。
Conventionally, a device described in Japanese Utility Model Application Publication No. 54-16127 has been devised for use when attaching a handrail support to a balcony or the like.

しかし、これはコンクリート打設後に発泡スチ
ロール製ブロツク体を固まつたコンクリート内か
ら取外す場合に多くの時間と労力を要するだかり
でなく、変形や破損を生じて再度の使用に当つて
スチロール製ブロツク体を交換しなければなら
ず。実用上不便で、かつ不経済である。
However, this not only requires a lot of time and effort to remove the Styrofoam block from the hardened concrete after concrete is poured, but it also causes deformation and damage, making it difficult to remove the Styrofoam block from the hardened concrete. must be replaced. It is practically inconvenient and uneconomical.

また、上記のものに比較して特にコンクリート
内からの取外し方法に改善がみられる特開昭55−
26347号公報記載のものは、第6図に示すように
支持板A及び凹入部形成部材Bを貫通してコンク
リートアンカーCの上側板に対して六角ボルトD
を螺合すると共に、該六角ボルトDの頭部d1を凹
入部形成部材Bの上面に接当し、下端近傍にその
凹入部形成部材Bの下端凹入部内において上方へ
の抜止め用座金d2を溶接固定し、六角ボルトDが
上下に全く移動しないように結合してある。
In addition, compared to the above, there is an improvement in the removal method from within the concrete.
The one described in Publication No. 26347 is a hexagonal bolt D that passes through the support plate A and the recess forming member B and is attached to the upper plate of the concrete anchor C, as shown in Fig. 6.
At the same time, the head d1 of the hexagonal bolt D is brought into contact with the upper surface of the recess forming member B, and a washer for preventing upward removal from the lower end recess of the recess forming member B is placed near the lower end of the recess forming member B. d2 is welded and fixed, and the hexagonal bolt D is connected so that it does not move up or down at all.

しかし、この方法ではコンクリート打設後の取
外し作業に当つて、図のように型枠Pの上桟に釘
止めした支持板Aを最初に解かなければならない
ため、その支持板Aをバール等による相当の力で
引き起すことにより鎖線のような変形をその都度
生じさせるものである。
However, with this method, when removing concrete after pouring, it is necessary to first untie the support plate A nailed to the upper crosspiece of the formwork P as shown in the figure, so the support plate A must be removed using a crowbar or the like. By applying a considerable amount of force, deformation as shown by the chain line occurs each time.

従つて、支持板の早目の交換が必至となり、解
体作業の能率を著しく低下させる等、実用上不合
理でかつ不経済である。
Therefore, early replacement of the support plate is inevitable, which significantly reduces the efficiency of disassembly work, which is unreasonable and uneconomical in practice.

また、支持板Aと、凹入部形成部材Bとの位置
決めを釘止めによるため、面倒で作業性が悪い、
等の欠点を有する。
In addition, the positioning of the support plate A and the recess forming member B is done by nailing, which is troublesome and has poor workability.
It has the following disadvantages.

この考案は上述した従来の問題点に鑑みなされ
たもので、その目的は構造が簡単で、施工性にす
ぐれると共に、実用上に、経済的に有利な建物用
手摺アンカーの支持具を提供することにある。
This invention was devised in view of the conventional problems mentioned above, and its purpose is to provide a support for building handrail anchors that has a simple structure, excellent workability, and is practically and economically advantageous. There is a particular thing.

上記目的を達成するため、この考案は、側面の
型枠に釘止めする釘孔及びボルト挿通孔を有する
帯板状の取付腕と、中央内部に貫通するボルト挿
通筒を有するコーンと、基板中央部に雌ねじ孔を
設けたコンクリートアンカー体とを、上記取付腕
及びコーンを介してアンカーボルトをコンクリー
トアンカー体の雌ねじ孔に螺合することにより、
着脱可能に結合した支持具であつて、前記コーン
の上面中央部の一辺方向には取付腕の板幅に対し
て嵌合、係止する係合溝を設け、またアイボルト
の下部の雄ねじ軸上部にはコーンのボルト挿通筒
下端に対し、一定の隙間を設けて係合すべく抜止
板を設けて構成してなることを特徴とする。
In order to achieve the above object, this invention consists of a strip-shaped mounting arm having nail holes and bolt insertion holes for nailing to the formwork on the side, a cone having a bolt insertion tube penetrating through the center, and a cone in the center of the board. By screwing the anchor bolt into the female threaded hole of the concrete anchor body through the above-mentioned mounting arm and cone,
The support is removably connected, and an engagement groove is provided in one side direction of the center part of the upper surface of the cone to fit and engage with the plate width of the mounting arm, and an upper part of the male threaded shaft at the lower part of the eye bolt is provided. The present invention is characterized in that a retaining plate is provided to engage with the lower end of the bolt insertion tube of the cone with a certain gap therebetween.

以下、この考案の実施例を図面に基づいて説明
する。
Hereinafter, embodiments of this invention will be described based on the drawings.

第1図は一部を切断した斜視図、第2図は第1
図の一部中央縦断面図である。
Figure 1 is a partially cut away perspective view, Figure 2 is the 1st
It is a longitudinal cross-sectional view of a part of the figure.

図中、1は両端付近に数個の釘孔2…を、中央
部にボルト挿通孔3をそれぞれ穿設した帯板状の
取付腕、4は上面から下面に向つて小径にテーパ
ー状として成形した合成樹脂製等による角形のコ
ーンで、中央内部に貫通するボルト挿通筒5を一
体に設けると共に、上面中央部の一辺方向には前
記取付腕1の板幅に対して嵌合、係止する係合溝
6を設け、一方下面は中央付近を開口してなる。
In the figure, 1 is a strip-shaped mounting arm with several nail holes 2 near both ends and a bolt insertion hole 3 in the center, and 4 is formed into a tapered shape with a small diameter from the top to the bottom. It is a rectangular cone made of synthetic resin or the like, and is integrally provided with a bolt insertion tube 5 that penetrates inside the center, and is fitted and locked to the plate width of the mounting arm 1 in one side direction at the center of the upper surface. An engagement groove 6 is provided, and the lower surface is opened near the center.

上記ボルト挿通筒5の下端はコーン4の下面よ
り一定寸法H程、内方に没入形成するものであ
る。
The lower end of the bolt insertion tube 5 is recessed inward from the lower surface of the cone 4 by a certain distance H.

7はアンカー片8.8を角形の基板9の左右両
側部において下向きに突出し配設したコンクリー
トアンカー体で、該基板9の中央部に雌ねじ部1
0を設けてなる。
Reference numeral 7 designates a concrete anchor body in which anchor pieces 8 and 8 are disposed to protrude downward from both left and right sides of a rectangular base plate 9, and a female threaded portion 1 is provided at the center of the base plate 9.
0 is set.

11は軸杆部12を支持腕1のボルト挿通孔3
及びコーン4のボルト挿通筒5内を貫通し、下端
部の雄ねじ軸13をコンクリートアンカー体7の
雌ねじ孔10に螺合するアイボルトで、その雄ね
じ軸13上部に抜止板14を螺入し、その雄ねじ
端部に止めて設ける。
Reference numeral 11 indicates that the shaft rod portion 12 is inserted into the bolt insertion hole 3 of the support arm 1.
An eye bolt that passes through the bolt insertion cylinder 5 of the cone 4 and screws the male threaded shaft 13 at the lower end into the female threaded hole 10 of the concrete anchor body 7. A retaining plate 14 is screwed into the upper part of the male threaded shaft 13, and the Installed at the end of the male thread.

上記の構造による支持具は、コーン4上面の係
合溝6内に沿つて支持腕1を嵌合させてアイボル
ト11を支持腕1及びコーン4に貫通し、アイボ
ルト11の雄ねじ軸13に抜止板14を螺入して
組立て、このアイボルト11が上下に抜け出ない
ようにする。
In the support device having the above structure, the support arm 1 is fitted along the engagement groove 6 on the upper surface of the cone 4, the eye bolt 11 is passed through the support arm 1 and the cone 4, and a retaining plate is attached to the male threaded shaft 13 of the eye bolt 11. 14 and assemble to prevent this eye bolt 11 from slipping out vertically.

この状態でコーン4下面に突出するアイボルト
11の雄ねじ軸13にはコンクリートアンカー体
7を、該基板の雌ねじ孔10により結合する。
In this state, the concrete anchor body 7 is coupled to the male threaded shaft 13 of the eye bolt 11 protruding from the lower surface of the cone 4 through the female threaded hole 10 of the base plate.

さらに第3図に示すように、支持板1を型枠
P,P間に渡してその両端部を上桟に釘止めして
型枠P,P内の所定位置に取付ける。
Further, as shown in FIG. 3, the support plate 1 is passed between the formworks P, P, and both ends thereof are nailed to the upper crosspiece, and the supporting plate 1 is installed at a predetermined position within the formworks P, P.

次に、型枠内にコンクリートを打設し、養生後
は第4図に示すように最初にアイボルト11をゆ
るめてそれを一旦、コンクリートアンカー体7か
ら切離した後、支持腕1の締付けを解いて上下に
一定範囲で自由に動くようにし、型枠P,Pとの
釘止めを解くことができる。
Next, concrete is placed in the formwork, and after curing, first loosen the eye bolts 11 and separate them from the concrete anchor body 7, as shown in FIG. It is possible to move freely up and down within a certain range, and to release the nails from the formworks P and P.

続いてアイボルト11の頭部環状部11aを利
用して上に引抜くことにより、コンクリート内か
らコーン4を取外すことができるものである。
Subsequently, the cone 4 can be removed from the concrete by pulling upward using the annular head portion 11a of the eyebolt 11.

なお、上記のコーンについては第5図に示すよ
うに上面両側部に対向して突出する突片4a,4
aを設けてその間に支持腕1を嵌合、係止する溝
を形成することも、この考案により容易に推考し
得る。
Furthermore, as shown in FIG.
Based on this idea, it can be easily devised to form a groove between which the support arm 1 is fitted and locked.

また、アイボルト11の下端に設ける抜止板1
4はそのアイボルト11の雄ねじ軸13上に螺入
した後、固着してもよいが、その雄ねじ軸13上
に螺入するだけであれば、支持腕1あるいはコー
ン4の損傷等によつて交換したい時にも抜止板を
ねじ戻して簡単、容易に操作できる。
In addition, a retaining plate 1 provided at the lower end of the eye bolt 11
4 may be fixed after being screwed onto the male threaded shaft 13 of the eye bolt 11, but if it is only screwed onto the male threaded shaft 13, it may be replaced if the supporting arm 1 or the cone 4 is damaged. You can easily and easily operate it by unscrewing the retaining plate whenever you want.

さらに、コンクリートアンカー体7のアンカー
片の形状、構造については任意に設計することが
できる。
Furthermore, the shape and structure of the anchor piece of the concrete anchor body 7 can be arbitrarily designed.

それに支持腕1についても全体の補強効果を高
めるために任意なリブを選択してもよい。
Additionally, any rib may be selected for the support arm 1 in order to enhance the overall reinforcing effect.

以上のようなこの考案の建物用手摺アンカーの
支持具によれば、支持腕とその下に設けるコーン
との接合を係合溝により容易にして、そのコーン
の位置決めが確実に行える効果がある。
According to the supporting device for a handrail anchor for buildings of this invention as described above, the engagement groove facilitates the connection between the support arm and the cone provided thereunder, and the cone can be positioned reliably.

また、コンクリート打設後の解体作業に当つて
は予めアイボルトを一定量ねじ戻してコンクリー
トアンカー体と切離すことにより、支持腕を上下
に一定範囲で自由に動かすことができ、従つて支
持腕を型枠から簡単、容易に解かれ、作業能率が
一段と向上する。
In addition, during demolition work after concrete pouring, by unscrewing the eye bolt a certain amount in advance and separating it from the concrete anchor body, the support arm can be moved up and down within a certain range. It can be easily and easily unraveled from the formwork, further improving work efficiency.

それと同時に支持腕の変形を少なくすることが
できるので再使用に当つて有利で、実用上、合理
的でかつ経済的で効果が大である。
At the same time, deformation of the support arm can be reduced, which is advantageous for reuse, and is practical, rational, economical, and highly effective.

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

第1図はこの考案による建物用手摺アンカーの
支持具の一実施例を示す一部切断斜視図、第2図
は第1図の一部中央縦断面図、第3図は同上の使
用状態の正面図、第4図は同じく使用状態の要部
断面図、第5図はこの考案に係るコーンの他の実
施例を示す斜視図、第6図は従来例の使用状態を
示す一部切断面図である。 1……支持腕、4……コーン、5……ボルト挿
通筒、6……係合溝、7……コンクリートアンカ
ー体、8……アンカー片、9……基板、11……
アイボルト、14……抜止板、P……型枠。
Fig. 1 is a partially cutaway perspective view showing an embodiment of the supporting device for a handrail anchor for buildings according to this invention, Fig. 2 is a partial central vertical sectional view of Fig. 1, and Fig. 3 shows the above in use. A front view, FIG. 4 is a cross-sectional view of the main part of the cone in use, FIG. 5 is a perspective view of another embodiment of the cone according to this invention, and FIG. 6 is a partially cutaway view of the conventional example in use. It is a diagram. DESCRIPTION OF SYMBOLS 1... Support arm, 4... Cone, 5... Bolt insertion tube, 6... Engagement groove, 7... Concrete anchor body, 8... Anchor piece, 9... Board, 11...
Eye bolt, 14... retaining plate, P... formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 側面の型枠に釘止めする釘孔及びボルト挿通孔
を有する帯板状の取付腕と、中央内部に貫通する
ボルト挿通筒を有するコーンと、基板中央部に雌
ねじ孔を設けたコンクリートアンカー体とを、上
記取付腕及びコーンを介してアイボルトをコンク
リートアンカー体の雌ねじ孔に螺合することによ
り、着脱可能に結合した支持具であつて、前記コ
ーンの上面中央部の一辺方向には取付腕の板幅に
対して嵌合、係止する係合溝を設け、また、アイ
ボルトの下部の雄ねじ軸上部にはコーンのボルト
挿通筒下端に対し、一定の隙間を設けて係合すべ
く抜止板を設けて構成してなることを特徴とする
建物用手摺アンカーの支持具。
A strip-shaped mounting arm with nail holes and bolt insertion holes for nailing to the formwork on the side, a cone with a bolt insertion tube penetrating through the center, and a concrete anchor body with a female threaded hole in the center of the board. is a support that is removably connected by screwing an eye bolt into a female screw hole of the concrete anchor body through the above-mentioned mounting arm and cone, and in the direction of one side of the central part of the upper surface of the cone, the mounting arm An engagement groove for fitting and locking is provided for the width of the plate, and a retaining plate is provided at the top of the male threaded shaft at the bottom of the eyebolt to ensure a certain gap and engagement with the lower end of the bolt insertion tube of the cone. A support for a handrail anchor for a building, characterized in that it is provided with:
JP972183U 1983-01-24 1983-01-24 Building handrail anchor support Granted JPS59115049U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP972183U JPS59115049U (en) 1983-01-24 1983-01-24 Building handrail anchor support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP972183U JPS59115049U (en) 1983-01-24 1983-01-24 Building handrail anchor support

Publications (2)

Publication Number Publication Date
JPS59115049U JPS59115049U (en) 1984-08-03
JPS6244017Y2 true JPS6244017Y2 (en) 1987-11-18

Family

ID=30141174

Family Applications (1)

Application Number Title Priority Date Filing Date
JP972183U Granted JPS59115049U (en) 1983-01-24 1983-01-24 Building handrail anchor support

Country Status (1)

Country Link
JP (1) JPS59115049U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH044436Y2 (en) * 1985-10-02 1992-02-10

Also Published As

Publication number Publication date
JPS59115049U (en) 1984-08-03

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