JPH0348995Y2 - - Google Patents

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Publication number
JPH0348995Y2
JPH0348995Y2 JP13657085U JP13657085U JPH0348995Y2 JP H0348995 Y2 JPH0348995 Y2 JP H0348995Y2 JP 13657085 U JP13657085 U JP 13657085U JP 13657085 U JP13657085 U JP 13657085U JP H0348995 Y2 JPH0348995 Y2 JP H0348995Y2
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JP
Japan
Prior art keywords
anchor
balcony
anchor plate
plate
downward
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
JP13657085U
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Japanese (ja)
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JPS6246726U (en
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Priority to JP13657085U priority Critical patent/JPH0348995Y2/ja
Publication of JPS6246726U publication Critical patent/JPS6246726U/ja
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Expired legal-status Critical Current

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Description

【考案の詳細な説明】 イ 考案の目的 〔産業上の利用分野〕 本考案はバルコニー手すりユニツト設置用埋込
み金物(手すりアンカー)、更に詳しくはRC造住
宅の各戸専用バルコニー手すりユニツトを、該手
すりユニツトの支柱(または方立て)の下端を固
着支持させて躯体たるバルコニーに設置(床支持
方式・方立て方式)するために、バルコニー側に
埋込んで配設する埋込み金物に関する。
[Detailed explanation of the invention] A. Purpose of the invention [Industrial field of application] The present invention is an embedded metal fitting (handrail anchor) for installing a balcony handrail unit, more specifically, a balcony handrail unit exclusively for each unit of an RC house. This relates to embedded hardware that is embedded in the balcony side in order to securely support the lower end of the pillar (or mullion) and install it on the balcony (floor support method or mullion method).

〔従来の技術〕[Conventional technology]

従来、上記埋込み金物としては共用廊下(若し
くは共用階段廻り)手すりユニツト配設用として
開発された標準埋込み金物があり、一般にはこれ
をバルコニー手すりユニツトの配設に利用してい
る。
Conventionally, standard embedded hardware has been developed for installing handrail units in public hallways (or around shared stairs), and is generally used for installing balcony handrail units.

第5図a・bはその第1例、第6図は第2例、
第7図は第3例である。
Figure 5 a and b are the first example, Figure 6 is the second example,
FIG. 7 is a third example.

第5図a・bにおいて、10はプレハブ(PC)
或は現場打ちのコンクリートバルコニー、11は
バルコニー床面、12はバルコニーのボーダ部
(立上り前凸縁)、13はボーダ部12の内側壁面
と床面11の会合部にボーダ部長手に沿つて形成
された排水溝部、14はボーダ部12に長手に沿
つて所定の間隔毎に埋込んで配設された埋込み金
物、15は埋込み金物14のアンカープレート1
4aの上面を露出させたボーダ部切欠き凹所であ
る。バルコニー肉厚内の配筋は図に省略した。
In Figure 5 a and b, 10 is prefabricated (PC)
Alternatively, a concrete balcony cast on site, 11 is the balcony floor surface, 12 is the border part of the balcony (convex edge before rising), and 13 is formed along the length of the border at the meeting point of the inner wall surface of the border part 12 and the floor surface 11. Reference numeral 14 indicates embedded metal fittings embedded at predetermined intervals along the length of the border portion 12; Reference numeral 15 indicates anchor plates 1 of the embedded metal fittings 14;
This is a border cutout recess that exposes the upper surface of 4a. Reinforcement within the balcony wall thickness is omitted from the diagram.

バルコニー手すりユニツトは、その各支柱(ま
たは方立て)16の下端をバルコニーボーダ部1
2側の対応する各埋込み金物14のアンカープレ
ート14aの露出上面に対して夫々一般に溶接固
着することにより、或は補強連結材を介して固着
することにより、躯体たるバルコニー10(ボー
ダ部12)に配設される。各ボーダ部切欠き凹所
15にはその後モルタルが充填される。
The balcony handrail unit connects the lower end of each support (or mullion) 16 to the balcony border section 1.
By generally welding and fixing to the exposed upper surface of the anchor plate 14a of each corresponding embedded metal fitting 14 on the second side, or by fixing via a reinforcing connecting material, it is attached to the balcony 10 (border part 12) which is the frame. will be placed. Each border notch recess 15 is then filled with mortar.

埋込み金物14は、アンカープレート14a
と、該プレートの下面に基部を長ナツト14dを
介して固着され、バルコニー10の床部方向にL
形に折り曲げられて長く張り出してバルコニー床
部肉厚内に根張り状態となる左右一対の床部内ア
ンカー筋14b,14bと、同じく該プレートの
下面に溶接で固着され、該プレートの左右側に
夫々バルコニー10のボーダ部長手方向に長く張
り出してボーダ部肉厚内に根張り状態となる前後
対づつのボーダ部内アンカー横筋14c,14
c,14c,14cと、からなる。
The embedded hardware 14 is an anchor plate 14a.
The base of the plate is fixed to the lower surface of the plate via a long nut 14d, and the L is extended toward the floor of the balcony 10.
A pair of left and right floor in-floor anchor bars 14b, 14b, which are bent into a shape and overhang to extend into the thickness of the balcony floor, are also fixed to the lower surface of the plate by welding, and are attached to the left and right sides of the plate, respectively. Anchor transverse reinforcements 14c, 14 in the border portion of the balcony 10, which extend long in the longitudinal direction of the border portion and are rooted within the wall thickness of the border portion, are arranged in front and rear pairs.
It consists of c, 14c, 14c.

第6図の第2例、第7図の第3例の埋込み金物
14も本格的には上記第1例のものと同にアンカ
ープレート14a、床部内アンカー筋14b,1
4b、ボーダ部内アンカー横筋14c,14c,
14c,14cとからなる。ただ第6図(第2
例)のものはアンカープレート14aを上面と前
面の2面を開放したボツクス形にしてあり、左右
の各床部内アンカー筋14b,14bの基部を
夫々該ボツクス形アンカープレート14aの左右
側壁板の外面に溶接して固着させてある。第7図
(第3例)のものは左右の各床部内アンカー筋1
4b,14bを1本の鉄筋棒を折り曲げて一連に
構成し、その建設基部をアンカープレート14a
の下面に溶接して固着させてあり、又各ボーダ部
内アンカー横筋14c,14c,14c,14c
について夫々途中部を一端下方に折り曲げ、更に
略水平に折り返した段折り形態にしてある。
The embedded hardware 14 of the second example in FIG. 6 and the third example in FIG.
4b, border inner anchor transverse reinforcement 14c, 14c,
14c, 14c. However, Figure 6 (2nd
In the example), the anchor plate 14a is box-shaped with two open surfaces, the top and front surfaces, and the bases of the left and right internal anchor bars 14b, 14b are connected to the outer surfaces of the left and right side wall plates of the box-shaped anchor plate 14a, respectively. It is welded and fixed. The one in Figure 7 (third example) is the anchor reinforcement 1 in each floor on the left and right sides.
4b and 14b are constructed in a series by bending one reinforcing bar, and the construction base is connected to the anchor plate 14a.
It is welded and fixed to the lower surface of the anchor horizontal reinforcement 14c, 14c, 14c, 14c in each border part.
The middle part of each is folded downward at one end, and then folded back approximately horizontally to form a step-folded form.

アンカープレート14aは例えば100(mm)×200
×t9の平鋼板、−75×150×t9のみぞ型鋼等であ
り、各アンカー筋14b,14cは例ばD13(mm)
の鉄筋棒、張り出し長さ(展開長)は500〜800
(mm)である。
The anchor plate 14a is, for example, 100 (mm) x 200
xt9 flat steel plate, -75 x 150 x t9 groove type steel, etc., and each anchor bar 14b, 14c is, for example, D13 (mm).
Reinforcement bar, overhang length (deployed length) is 500 to 800
(mm).

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところで上記のような埋込み金物14は前述し
たようにもともと大きな強度(ユニツトの剛性、
水平荷重300Kg/m以上、鉛直荷重300Kg/スパン
以上)の要求される共用廊下(若しくは共用階段
廻り)手すりユニツト配設用に開発されたもの
で、それよりも要求強度の低い(水平荷重150
Kg/m以上、鉛直荷重300Kg/スパン以上)各戸
専用バルコニー手すりユニツトを配設するための
埋込み金物としては想定荷重力が大きく強度的に
過剰性能に過ぎ、又各アンカー鉄筋棒の展開長が
ながく全体的に大型でごついものであるので、バ
ルコニー躯体配筋の組み立てと同時にその躯体配
筋の所定位置毎に組み付けていかなければなら
ず、作業性が悪く、又コスト的にも割高である等
の問題があつた。
By the way, as mentioned above, the embedded metal fitting 14 originally has a high strength (rigidity of the unit,
It was developed for installing handrail units in common corridors (or around public stairs) that require a horizontal load of 300 kg/m or more and a vertical load of 300 kg/span or more, and a lower required strength (horizontal load of 150 kg/m or more).
Kg/m or more, vertical load 300Kg/span or more) As a built-in hardware for installing a balcony handrail unit for each unit, the expected load force is large and the strength is excessive, and the expanded length of each anchor reinforcing bar is long. Since the overall structure is large and bulky, it must be assembled at each predetermined position of the balcony frame reinforcement at the same time as the balcony frame reinforcement, which results in poor workability and relatively high cost. There was a problem.

従て、バルコニー手すりユニツト配設用の簡便
でしかも信頼性のある専用タイプの埋込み金物を
開発することが望まれている。
Therefore, it is desired to develop a special type of embedded hardware that is simple and reliable for installing balcony handrail units.

本考案はこれに応えるものである。 The present invention responds to this need.

ロ 考案の構成 〔問題点を解決するための手段〕 本考案は、平板型或はボツクス型の鉄鋼アンカ
ープレートと、該アンカープレートの下面側に基
部を固着して下方に突出させ、下端部に張り出し
頭部を設けた、少なくとも太さを10mmφ以上、下
方突出長さを90mm以上とした1本或いは複数本の
下向きアンカー鋼棒と、同じくアンカープレート
の下面側に固着して左右端側を夫々アンカープレ
ートの左右辺側から外方へ張り出させて設けた、
少なくとも太さを10mmφ以上、張り出し長さを50
mm以上とした1本或は複数本の左右側アンカー鋼
棒と、からなるバルコニー手すりユニツト設置用
埋込み金物を要旨とする。
B. Structure of the invention [Means for solving the problem] The present invention consists of a flat plate or box type steel anchor plate, a base fixed to the lower surface of the anchor plate to protrude downward, and a lower end of the steel anchor plate. One or more downward anchor steel rods with an overhanging head, at least a thickness of 10 mmφ or more, and a downward protrusion length of 90 mm or more, which are also fixed to the lower surface of the anchor plate and have left and right ends, respectively. Protruding outward from the left and right sides of the anchor plate,
At least the thickness is 10mmφ or more, the overhang length is 50mm
The gist is an embedded hardware for installing a balcony handrail unit, which consists of one or more left and right anchor steel rods with a diameter of mm or more.

〔作用〕[Effect]

アンカープレートの大きさ・形状は従来の標準
埋込み金物に準じてて構成すればよい。上記本考
案の埋込み金物の下向きアンカー鋼棒及び左右側
アンカー鋼棒は夫々従来の標準埋込み金物物の床
部内アンカー筋及びボーダ部内アンカー横筋より
も張り出し寸法(展開長)が大幅に小さく、全体
にコンパクトなものである。従つてバルコニー躯
体配筋組み立て後にその組み立て配筋の所定位置
毎に配置していくことが可能で、作業性が極めて
よい。その後これを従来と同様にバルコニーボー
ダ部のコンクリート肉厚内にアンカープレートの
上面を露出させて埋設状態となし、その露出アン
カープレートの上面にバルコニー手すりユニツト
の支柱(または方立て)を固着して手すりユニツ
トを躯体たるバルコニーに設置すると、実際上、
手すりユニツトはバルコニー手すりユニツトとし
ての前記要求強度にマツチした十分な強度をもつ
て安定に取付け支持される。
The size and shape of the anchor plate may be configured in accordance with conventional standard embedded metal fittings. The downward anchor steel rod and the left and right side anchor steel bars of the embedded hardware of the present invention have significantly smaller overhang dimensions (developed length) than the anchor bars in the floor and horizontal anchor bars in the border of conventional standard embedded hardware, respectively. It is compact. Therefore, after assembling the balcony frame reinforcement, it is possible to arrange the reinforcement at each predetermined position of the assembled reinforcement, and the work efficiency is extremely high. After that, the upper surface of the anchor plate is exposed and buried within the concrete thickness of the balcony border area in the same manner as before, and the column (or mullion) of the balcony handrail unit is fixed to the upper surface of the exposed anchor plate. When installing a handrail unit on a balcony that is a frame structure, in practice,
The handrail unit is stably mounted and supported with sufficient strength to meet the above-mentioned required strength as a balcony handrail unit.

下向きアンカー鋼棒の下方突出長さは一般に90
mm以上、130mm以下に設定すれば十分であり、又
左右側アンカー鋼棒の張り出し長さは一般に50mm
以上、100mm以下に設定すれば十分である。下向
きアンカー鋼棒の下端部に張り出し頭部を具備さ
せることにより該下向きアンカー鋼棒の下方突出
長さ寸法が比較的短くとも、バルコニーボーダ部
に埋設された該金物自体の外力作用に対する抗回
動性が大幅に増大する。
The downward protrusion length of the downward anchor steel rod is generally 90
It is sufficient to set it to 130mm or more, and the overhang length of the left and right anchor steel bars is generally 50mm.
Therefore, it is sufficient to set the distance to 100 mm or less. By providing an overhanging head at the lower end of the downward anchor steel rod, even if the downward projecting length of the downward anchor steel rod is relatively short, the metal object itself buried in the balcony border part can resist rotation against external force. sex is greatly increased.

下向きアンカー鋼棒について、その太さを10mm
φ以下、下方突出長さを90mm以下、下端部に張り
出し頭部を設けない、又左右側アンカー鋼棒につ
いて、その太さを10mmφ以下、張り出し長さを50
mm以下にして設計した金物は、実際上該金物のバ
ルコニーボーダ部に対する埋設状態の取付け強度
が低いものとなり、手すりユニツト設置用埋込み
金物としての適性を欠くものとなる。
The thickness of the downward anchor steel rod is 10mm.
φ or less, the downward protrusion length is 90mm or less, there is no overhanging head on the lower end, and the thickness of the left and right anchor steel bars is 10mmφ or less, and the overhang length is 50mm.
A metal fitting designed to be less than 1 mm actually has a low mounting strength when buried in the balcony border portion, and is not suitable as an embedded metal fitting for installing a handrail unit.

〔実施例〕〔Example〕

第1図a〜dは手すりユニツトに従う埋込み金
物の一例の正面図・平面図・左側面図・底面図、
第2図はバルコニーボーダ部に埋設した状態の断
面図である。
Figures 1 a to d are a front view, top view, left side view, and bottom view of an example of embedded metal fittings according to the handrail unit;
FIG. 2 is a cross-sectional view of the structure embedded in the balcony border.

図において、1は縦90(mm)×横125×厚さ9の
平板型鉄鋼アンカープレート、2,2は該プレー
トの下面側に基部を固着して下方に突出させ、下
端部に張り出し頭部3を設けた左右一対のアンカ
ー鋼棒である。本例ではこのアンカー鋼棒2,2
として5分ボルト(太さ16mmφ)を利用し、それ
等をボルト先端側を基部としてアンカープレート
1に形成したねじ孔にねじ込み且つ溶接してプレ
ート1に固着してある。該下向きアンカー鋼棒と
してのボルト2,2の下方突出長さl1は約95mmで
あり、下端のボルト頭部が張り出し頭部3として
機能する。4,4はアンカープレート1の下面側
に固着して左右端部を夫々アンカープレートの左
右辺側から外方へ張り出させて設けた左右側アン
カー鋼棒である。本例の場合は太さ16mmφ・長さ
240mmの1本の鋼棒を左右端側を夫々57.5mmづつ
アンカープレート1の左右辺側に夫々張り出し突
出l2・l2させてアンカープレート1の下面側に溶
接固着することにより上記の左右側アンカー鋼棒
部を構成してある。第2図において、17はバル
コニー肉厚内の配筋を示す。
In the figure, 1 is a flat steel anchor plate measuring 90 (mm) long x 125 mm wide x 9 thick; 2 and 2 are fixed bases to the bottom of the plate and protrude downward; This is a pair of left and right anchor steel bars with 3. In this example, these anchor steel bars 2, 2
5-minute bolts (thickness: 16 mmφ) are used as bolts, and are fixed to the plate 1 by screwing them into screw holes formed in the anchor plate 1 with the bolt tip side as the base, and by welding. The downward projecting length l 1 of the bolts 2, 2 as the downward anchor steel rods is about 95 mm, and the bolt head at the lower end functions as the projecting head 3. Reference numerals 4 and 4 denote left and right anchor steel rods which are fixed to the lower surface of the anchor plate 1 and whose left and right ends protrude outward from the left and right sides of the anchor plate, respectively. In this example, the thickness is 16mmφ and the length
A single 240 mm steel rod is made to protrude by 57.5 mm from the left and right ends to the left and right sides of the anchor plate 1, respectively, and is welded and fixed to the lower surface of the anchor plate 1, thereby creating the above left and right sides. It constitutes the anchor steel rod part. In Fig. 2, 17 indicates the reinforcement within the balcony wall thickness.

上記の埋込み金物は、これを第2図のようにバ
ルコニーボーダ部12に埋設し、これに高さ1200
mmの支柱16を固着し、凹所15にモルタル18
を詰めて該凹所をうめ、モルタルが十分に硬化し
た後、支柱16の上端にオイルジヤツキによりバ
ルコニー外方への水平荷重Fを加えていき、金物
を埋込んだ部分の床スラブ・充填モルタルにひび
割れ(金物埋込み部の破壊)が生じる最大荷重を
測定した。その結果300400Kgfの結果を得た。尚
手すりユニツト1スパンを1.8mとすると150Kg
f/m時の荷重は、支柱1本当り270Kgfに相当
する。
The above-mentioned embedded hardware is embedded in the balcony border section 12 as shown in Figure 2.
Fix the pillar 16 of mm, and mortar 18 in the recess 15.
After the mortar has sufficiently hardened, a horizontal load F is applied to the outside of the balcony using an oil jack to the upper end of the support column 16, and the mortar is applied to the floor slab and filled mortar in the area where the hardware is embedded. The maximum load at which cracking (destruction of the embedded part of the hardware) occurs was measured. The result was 300,400Kgf. If one span of handrail unit is 1.8m, it is 150Kg.
The load at f/m corresponds to 270Kgf per column.

第3図はアンカープレート1をボツクス型とし
た例の斜面図である。下向きアンカー鋼棒2の下
端部の張り出し頭部3は第4図aのように小円盤
形にしてもよいし、同図bのようにねじ山形の形
態にすることもできる。
FIG. 3 is a perspective view of an example in which the anchor plate 1 is box-shaped. The projecting head 3 at the lower end of the downward anchor steel rod 2 may be shaped like a small disc as shown in FIG. 4a, or may be threaded as shown in FIG. 4b.

ハ 考案の効果 即ち本考案の金物は、バルコニー手すりユニツ
ト設置用の専用タイプの埋込み金物として強度的
に十分なもので、しかも全体に小型で扱い易く、
材料費・製作費も従来の標準金物に比べて大幅に
低減され、コスト的に有利である。
C. Effects of the invention In other words, the hardware of the present invention has sufficient strength as a special type of embedded hardware for installing a balcony handrail unit, is small overall, and is easy to handle.
Material costs and manufacturing costs are also significantly lower than conventional standard hardware, making it advantageous in terms of cost.

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

第1図a乃至同図dは本考案の埋込み金物の一
実施例の正面図・平面図・右側面図・底面図、第
2図は埋設した状態の断面図、第3図はアンカー
プレートをボツクス型とした例の斜面図、第4図
a・bは夫々アンカー鋼棒下端部の張り出し頭部
の変形形態例の斜面図、第5図乃至第7図は従来
の各種標準金物の構成図。 10はコンクリートバルコニー、11は床面、
12はボーダ部、13は排水溝部、15はボーダ
部切欠き凹所、16は手すりユニツトの支柱また
は方立て、17はバルコニー肉厚内の配筋、18
は凹所15に対する充填モルタル。
Figures 1a to d are a front view, top view, right side view, and bottom view of an embodiment of the embedded metal fitting of the present invention, Figure 2 is a cross-sectional view of the embedded state, and Figure 3 is an anchor plate. A perspective view of a box-shaped example, FIGS. 4a and 4b are perspective views of modified examples of the protruding head of the lower end of the anchor steel rod, and FIGS. 5 to 7 are configuration diagrams of various conventional standard metal fittings. . 10 is a concrete balcony, 11 is a floor surface,
12 is a border portion, 13 is a drain groove portion, 15 is a notch in the border portion, 16 is a support or mullion of a handrail unit, 17 is a reinforcement within the balcony wall thickness, 18
is the filling mortar for the recess 15.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 平板型或はボツクス型の鉄鋼アンカープレート
1と、該アンカープレートの下面側に基部を固着
して下方に突出させ、下端部に張り出し頭部3を
設けた、少なくとも太さを10mmφ以上、下方突出
長さを90mm以上とした1本或は複数本の下向きア
ンカー鋼棒2と、同じくアンカープレートの下面
側に固着して左右端側を夫々アンカープレートの
左右辺側から外方へ張り出させて設けた、少なく
とも太さを10mmφ以上、張り出し長さを50mm以上
とした1本或は複数本の左右側アンカー鋼棒4
と、からなるバルコニー手すりユニツト設置用埋
込み金物。
A flat plate or box type steel anchor plate 1, a base fixed to the lower surface of the anchor plate and protruding downward, and a protruding head 3 provided at the lower end, with a thickness of at least 10 mmφ or more, protruding downward. One or more downward anchor steel rods 2 with a length of 90 mm or more, which are also fixed to the lower surface of the anchor plate and whose left and right ends extend outward from the left and right sides of the anchor plate, respectively. One or more left and right anchor steel rods 4 with a thickness of at least 10 mmφ and an overhang length of 50 mm or more are provided.
Embedded hardware for installing balcony handrail units consisting of and.
JP13657085U 1985-09-06 1985-09-06 Expired JPH0348995Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13657085U JPH0348995Y2 (en) 1985-09-06 1985-09-06

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13657085U JPH0348995Y2 (en) 1985-09-06 1985-09-06

Publications (2)

Publication Number Publication Date
JPS6246726U JPS6246726U (en) 1987-03-23
JPH0348995Y2 true JPH0348995Y2 (en) 1991-10-18

Family

ID=31039807

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13657085U Expired JPH0348995Y2 (en) 1985-09-06 1985-09-06

Country Status (1)

Country Link
JP (1) JPH0348995Y2 (en)

Also Published As

Publication number Publication date
JPS6246726U (en) 1987-03-23

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