JPS6013612Y2 - Fixing structure of reinforcing wire mesh for lightweight cellular concrete - Google Patents

Fixing structure of reinforcing wire mesh for lightweight cellular concrete

Info

Publication number
JPS6013612Y2
JPS6013612Y2 JP17351182U JP17351182U JPS6013612Y2 JP S6013612 Y2 JPS6013612 Y2 JP S6013612Y2 JP 17351182 U JP17351182 U JP 17351182U JP 17351182 U JP17351182 U JP 17351182U JP S6013612 Y2 JPS6013612 Y2 JP S6013612Y2
Authority
JP
Japan
Prior art keywords
wire mesh
reinforcing wire
fixing structure
support rod
cellular concrete
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
JP17351182U
Other languages
Japanese (ja)
Other versions
JPS5979312U (en
Inventor
博一 甲山
重徳 菅田
繁雄 川崎
Original Assignee
太平洋セメント株式会社
小野田エ−・エル・シ−株式会社
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 by 太平洋セメント株式会社, 小野田エ−・エル・シ−株式会社 filed Critical 太平洋セメント株式会社
Priority to JP17351182U priority Critical patent/JPS6013612Y2/en
Publication of JPS5979312U publication Critical patent/JPS5979312U/en
Application granted granted Critical
Publication of JPS6013612Y2 publication Critical patent/JPS6013612Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、特に厚さ5011r!fL程度の薄物製品を
製造する際に補強金網を製品の中央もしくは所要のかふ
り厚さのところに精度よく能率的に配置することを目的
とする軽量気泡コンクリート用補強金網の固定構造に関
するものである。
[Detailed description of the invention] This invention is particularly suitable for thicknesses of 5011r! This relates to the fixing structure of reinforcing wire mesh for lightweight cellular concrete, which aims to accurately and efficiently place the reinforcing wire mesh in the center of the product or at the required thickness when manufacturing thin products of about fL. .

軽量気泡コンクリート(ALC)の補強筋として使用す
るメタルラスは、通常、ストランドが0.5〜1.5m
m、目の大きさが10〜50rlr!nであり、軽量か
つ曲りやすいため、製品の中に正しく配置しようとすれ
ば支持棒を多数使用し特別のクリップを用いてメタルラ
スと支持棒とを固定したり(実公昭49−375)、メ
タルラスを折り曲げて支持棒をさし7込んだり(実公昭
49−1403)、さらにはメタルラスを支持棒2本で
はさみ込むこが行なわれている。
Metal lath used as reinforcement for lightweight aerated concrete (ALC) usually has strands of 0.5 to 1.5 m.
m, eye size 10-50rlr! n, is lightweight and easy to bend, so if you want to place it correctly in the product, you will need to use a large number of support rods and use special clips to fix the metal lath and support rods (Utility Model Publication No. 49-375). It has been practiced to bend the metal lath and insert a support rod into it (Utility Model Publication No. 49-1403), or to sandwich a metal lath between two support rods.

しかしながら、かかる方式ではその固定作業に時間を要
し、また、メタルラスの配置精度にかけるという問題が
あることが指摘されている。
However, it has been pointed out that this method requires time to fix the metal lath and has problems with the accuracy of the metal lath arrangement.

本考案は、かかる実状に鑑み、メタルラスのストランド
部分が細くて切断しやすく、かつ、切断部の自由端の曲
げ加工が容易である点に着目し、支持棒にメタルラスの
切断部を能率よく巻付は固定し、メタルラスの取付は精
度の向上を図った軽量気泡コンクリート用補強金網の固
定構造を提供せんとするものであって、その要旨とする
ところは、補強金網を構成するストランドの支持棒近傍
を複数箇所切断し、この切断部の自由端を前記支持棒に
巻きつけたことを特徴とする。
In view of these circumstances, the present invention focuses on the fact that the strand portion of the metal lath is thin and easy to cut, and the free end of the cut portion can be easily bent, and the cut portion of the metal lath is efficiently wound around a support rod. The aim is to provide a fixing structure for reinforcing wire mesh for lightweight aerated concrete, in which the attachment is fixed and the metal lath is attached with improved accuracy. It is characterized in that the vicinity is cut at a plurality of places, and the free ends of the cut parts are wrapped around the support rod.

以下、図面に示した実施例にもとすき本考案に係る軽量
気泡コンクリート用補強金網の固定構造について説明す
る。
EMBODIMENT OF THE INVENTION Hereinafter, the fixing structure of the reinforcing wire mesh for lightweight cellular concrete according to the present invention will be explained using the embodiment shown in the drawings.

第1図は本考案に係る固定構造を得るまでの手順を示す
説明図であるが、まず補強金網を構成する平ラス1のス
トランドの支持棒3近傍を複数箇所切断しく同図a)、
この切断部2のストランド2本を自由端に形成しく同図
b)、最後にこの自由端2本をそのまま、または束ねて
支持棒3をかかえ込むように巻き付は固定部4を設けて
固定するものである(同図C)。
FIG. 1 is an explanatory diagram showing the procedure for obtaining the fixing structure according to the present invention. First, the strands of the flat lath 1 constituting the reinforcing wire mesh are cut at multiple locations near the support rods 3.
The two strands of the cut portion 2 are formed into free ends (see figure b), and finally the two free ends are wrapped around the support rod 3, either as is or bundled, and fixed by providing a fixing portion 4. (C in the same figure).

補強金網を構成する平ラス1のストランドを切断する位
置は、特別に限定を設ける必要はないが、支持棒3の径
が太い場合には長く細い場合には短かくすることができ
、支持棒3の径の剛性を考慮して通常は5〜12rrr
Inであることと相俟ち、平ラス1の上下方向でストラ
ンドのクロスした位置に支持棒3を固定しようとする場
合には(第1図すの位置)、左右いずれかの次のクロス
を越えたストランドの位置において上下2本を切断し自
由端にすればよい。
The position at which the strands of the flat lath 1 constituting the reinforcing wire mesh are cut does not need to be particularly limited, but if the diameter of the support rod 3 is thick, it can be shortened, and if the diameter of the support rod 3 is thin, it can be shortened. Considering the rigidity of the diameter of 3, usually 5 to 12rrr
Coupled with the fact that it is In, when trying to fix the support rod 3 at a position where the strands cross in the vertical direction of the flat lath 1 (the position shown in Figure 1), fix the next cross on either the left or right. It is sufficient to cut the upper and lower two strands at the position where the strands have crossed to form free ends.

また、切断部2は最低限、支持棒3の上下2ケ所に設は
巻き付は固定すれば十分であるが、高さ方向の中央部に
たるみが生じる場合には中央部にも固定部4を設ければ
よい。
In addition, it is sufficient that the cut portion 2 is fixed at least at two locations above and below the support rod 3, but if there is slack in the central portion in the height direction, a fixed portion 4 is also provided at the central portion. All you have to do is set it up.

さらに、補強金網を構成する平ラス1のずれ落ちを防止
するため、第1図Cに示すように、支持棒3の上部に平
ラス1のクロス部分を引っかける高さ3咽程度のフック
5を設け、支持棒3を90°回転して抜きとることがで
きるように構成してもよい。
Furthermore, in order to prevent the flat lath 1 constituting the reinforcing wire mesh from slipping down, a hook 5 with a height of about 3 mm is installed on the upper part of the support rod 3 to hook the cross part of the flat lath 1, as shown in FIG. 1C. The support rod 3 may be provided so that it can be rotated 90 degrees and removed.

本考案に係る固定構造を軽量気泡コンクリートの製造に
用いるにあたっては、第2図に示すように、支持棒3に
平ラス1を巻付は固定したものを型枠6にセットした後
、型枠6内にALCモルタルを注入するとともにALC
モルタルの発泡凝固後に脱型する一方、平ラス1の中央
部分をピアノ線で切断しオートクレーブ養生をすればラ
ス入すの軽量気泡コンクリート製品が得られることにな
る。
When using the fixing structure according to the present invention for manufacturing lightweight aerated concrete, as shown in FIG. Inject ALC mortar into 6 and
After the mortar is foamed and solidified, it is removed from the mold, and the central part of the flat lath 1 is cut with piano wire and cured in an autoclave to obtain a lightweight foamed concrete product.

なお、補強金網を構成する平ラス1の一部に切断部2を
設けた切り欠き部分が生ずることになるが、これは局部
的な問題にすぎず、製品の剛性、耐衝撃性を損うことは
ない。
Note that a notch with the cut portion 2 will be created in a part of the flat lath 1 that constitutes the reinforcing wire mesh, but this is only a local problem and will impair the rigidity and impact resistance of the product. Never.

以上、図面に示した実施例にもとすいて説明したように
、本考案に係る固定構造によれば、簡単な固定構造によ
り正確かつ能率よく補強金網を配置することができる。
As described above with reference to the embodiments shown in the drawings, according to the fixing structure according to the present invention, the reinforcing wire mesh can be placed accurately and efficiently with a simple fixing structure.

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

第1図a ” cは本考案に係る固定構造を得るまでの
手順を示す説明図、第2図a、 bは本考案に係る固定
構造を製品に用いる状態を示す説明図である。 1は平ラス、2は切断部、3は支持棒、4は固定部、5
はフック、6は型枠、である。
Figures 1a and 1c are explanatory diagrams showing the procedure to obtain the fixing structure according to the present invention, and Figures 2a and 2b are explanatory diagrams showing the state in which the fixing structure according to the present invention is used in a product. Flat lath, 2 is the cutting part, 3 is the support rod, 4 is the fixed part, 5
is the hook, and 6 is the formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 補強金網を構成するストランドの支持棒近傍を複数箇所
切断し、この切断部の自由端を前記支持棒に巻き付けた
ことを特徴とする軽量気泡コンクリート用補強金網の固
定構造。
A fixing structure for a reinforcing wire mesh for lightweight cellular concrete, characterized in that a strand constituting the reinforcing wire mesh is cut at a plurality of locations near the support rod, and the free ends of the cut portions are wrapped around the support rod.
JP17351182U 1982-11-18 1982-11-18 Fixing structure of reinforcing wire mesh for lightweight cellular concrete Expired JPS6013612Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17351182U JPS6013612Y2 (en) 1982-11-18 1982-11-18 Fixing structure of reinforcing wire mesh for lightweight cellular concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17351182U JPS6013612Y2 (en) 1982-11-18 1982-11-18 Fixing structure of reinforcing wire mesh for lightweight cellular concrete

Publications (2)

Publication Number Publication Date
JPS5979312U JPS5979312U (en) 1984-05-29
JPS6013612Y2 true JPS6013612Y2 (en) 1985-05-01

Family

ID=30377968

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17351182U Expired JPS6013612Y2 (en) 1982-11-18 1982-11-18 Fixing structure of reinforcing wire mesh for lightweight cellular concrete

Country Status (1)

Country Link
JP (1) JPS6013612Y2 (en)

Also Published As

Publication number Publication date
JPS5979312U (en) 1984-05-29

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