JPH06264561A - Reinforced cage for wide alc panel and manufacture thereof - Google Patents

Reinforced cage for wide alc panel and manufacture thereof

Info

Publication number
JPH06264561A
JPH06264561A JP8120793A JP8120793A JPH06264561A JP H06264561 A JPH06264561 A JP H06264561A JP 8120793 A JP8120793 A JP 8120793A JP 8120793 A JP8120793 A JP 8120793A JP H06264561 A JPH06264561 A JP H06264561A
Authority
JP
Japan
Prior art keywords
reinforcing bar
main
iron
mat
bar
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
Application number
JP8120793A
Other languages
Japanese (ja)
Inventor
Jun Sawada
潤 沢田
Kaoru Iizuka
薫 飯塚
Akira Yamanashi
晃 山梨
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining Co Ltd
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 Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP8120793A priority Critical patent/JPH06264561A/en
Publication of JPH06264561A publication Critical patent/JPH06264561A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To simplify the manufacture by forming an iron-reinforced cage by fixing two pieces of iron-reinforced mats which has a metal screen form and is formed by welding a plurality of horizontal reinforcements which cross at right angle with a plurality of main reinforcements in the longitudinal direction, by a joined reinforcement. CONSTITUTION:An upper iron-reinforced mat and a lower iron-reinforced mat are formed by arranging a plurality of main reinforcements 1 cut to a specific dimension in parallel in a specific interval and arranging a plurality of horizontal iron-reinforcements 2 cut to the specific dimension in parallel on the main reinforcement 1 so as to cross at right angle. The upper iron-reinforced mat is superposed in parallel free from reversal on the lower iron-reinforced mat, and an iron-reinforced cage 10 is formed by welding a joined reinforcement 9. Then, the iron-reinforced cage 10 is arranged on a mold frame, and material slurry is poured and foamed, and then a wide ALC panel having a width of 600mm or more is shaped. Accordingly, the iron-reinforced cage can be manufactured, obviating the necessity of the wide space and the much labor.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、ALCパネル用鉄筋
籠、とくに、幅が600mm以上の幅広ALCパネルに
埋設して使用する幅広ALCパネル用鉄筋籠及びその製
造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar cage for an ALC panel, and more particularly to a reinforcing bar cage for a wide ALC panel which is used by being embedded in a wide ALC panel having a width of 600 mm or more, and a manufacturing method thereof.

【0002】[0002]

【従来の技術】ALCパネルを製造するには、幅が60
0mmの通常パネルの場合には、深さが約700mm、
幅1600mm、長さ6000mm程度の直方体の型枠
に補強用鉄筋籠を所定間隔で配列し、原料スラリーを注
入して発泡させ、所定時間経過後、半可塑性状態に固化
したならば型枠から取出し、幅が600mmになるよう
に表面を水平に切削し、その後、所望厚さになるように
垂直切断する。その後、オートクレーブにおいて高温高
圧で蒸気養生し、冷却後に必要に応じて外面を切削加工
して製品とする方法によって製造されている。しかし
て、ALCパネルを製造するに際しては、前記のように
鉄筋籠が用いられているが、この鉄筋籠は、製品の寸法
や所要強度に応じて長手方向の主筋、及び、主筋に直交
する横筋に使用する鉄筋の太さ、本数、間隔などが決め
られていて、従来、図3に示すような、幅600mm、
厚さ100mm、長さ3040mm、風圧荷重120K
g/mといった代表的なALCパネル13に埋設され
る鉄筋籠を製造するには、一方の系統で所定寸法たとえ
ば直径5.5mmの鉄筋を長さ3010mmに切断した
3本の主筋1を所定間隔で平行に配列し、この主筋1に
直交して、所定寸法たとえば直径5.5mmの鉄筋を長
さ570mmに切断した8本の横筋2を所定間隔で平行
に配列して自動溶接機で溶接して金網状の上鉄筋マット
11を製造し、一方、横筋2を10本として同様にして
下鉄筋マット12を製造し、前記の上鉄筋マット11を
裏返して横筋2が内側になるようにして、2枚のマット
の横筋2が互いに向きあうように所定間隔で平行に重ね
て組立てて両者を直径3.2mmで各2本一組の合体筋
9で溶接して籠状の鉄筋籠を製造している。
2. Description of the Related Art To manufacture an ALC panel, a width of 60 is used.
In the case of a normal panel of 0 mm, the depth is about 700 mm,
Reinforcing reinforcing bar cages are arranged at a predetermined interval in a rectangular parallelepiped mold having a width of 1600 mm and a length of 6000 mm, and the raw material slurry is injected and foamed, and after a lapse of a predetermined time, if solidified into a semi-plastic state, removed from the mold. The surface is horizontally cut so that the width becomes 600 mm, and then vertically cut so as to have a desired thickness. After that, it is manufactured by a method of steam curing at high temperature and high pressure in an autoclave, and after cooling, cutting the outer surface as necessary to obtain a product. When manufacturing an ALC panel, a reinforcing bar cage is used as described above. The reinforcing bar cage is a main reinforcing bar in the longitudinal direction depending on the size and required strength of the product, and a horizontal reinforcing bar orthogonal to the main reinforcing bar. The thickness, the number, and the spacing of the reinforcing bars to be used for have been determined. Conventionally, as shown in FIG. 3, a width of 600 mm,
Thickness 100mm, length 3040mm, wind pressure load 120K
In order to manufacture a reinforcing bar cage embedded in a typical ALC panel 13 such as g / m 2 , three main bars 1 obtained by cutting a reinforcing bar having a predetermined size, for example, a diameter of 5.5 mm into a length of 3010 mm in one system are predetermined. Weld them with an automatic welding machine by arranging them in parallel at intervals and orthogonally to this main bar 1 and arranging 8 horizontal bars 2 obtained by cutting a reinforcing bar having a predetermined size, for example, a diameter of 5.5 mm to a length of 570 mm at a predetermined interval in parallel. Then, a wire mesh-shaped upper reinforcing bar mat 11 is manufactured, and on the other hand, a lower reinforcing bar mat 12 is manufactured in the same manner with 10 horizontal bars 2, and the upper reinforcing bar mat 11 is turned over so that the horizontal bars 2 are inside. Two mats' transverse lines 2 are piled up in parallel at a predetermined interval so as to face each other and assembled, and both are welded with a pair of united lines 9 each having a diameter of 3.2 mm to produce a cage-shaped rebar cage. is doing.

【0003】又、大型パネルに所定位置に開口部を形成
するには、前記のようにして製作した鉄筋マットに開口
部を切取って製造した鉄筋籠を型枠内に水平にセットし
て、開口部には中型を組み原料スラリーを注入する。所
定時間経過後型枠を取外して、所定厚さになるように表
面を切削してからオートクレーブに装入し、以降は通常
パネルと同様な工程を経て製品としている。
Further, in order to form an opening at a predetermined position on a large-sized panel, the rebar cage manufactured by cutting off the opening in the rebar mat manufactured as described above is set horizontally in the form, A medium size mold is assembled in the opening and the raw material slurry is injected. After a lapse of a predetermined time, the form is removed, the surface is cut so as to have a predetermined thickness, and then the autoclave is loaded. Thereafter, the same steps as those for a normal panel are performed to obtain a product.

【0004】[0004]

【発明が解決しようとする課題】このように、横筋2が
内面側になるようにするのは、同じ鉄筋量でALCパネ
ル13の曲げ強度を大きくするためには主筋1をALC
パネルの表面近くに配設した方が有利であるからである
が、一方、鉄筋が表面に近くなり、かぶり(h) が小さく
なると、鉄筋の位置精度を保つことが困難なため半可塑
性体を切断する際に鉄筋が表面に露出したり、発泡の際
に鉄筋の付近に生ずる気泡の空間部が露出する恐れがあ
る。しかしながら、このように横筋2が内側になるよう
に配設したものは、一方の鉄筋マットを裏返す必要があ
るが、その製造に当って幅が600mm程度の場合には
問題はないが、幅が600mm以上たとえば幅が150
0mm、長さが2500mmを超えるような幅広の大形
ALCパネル用の鉄筋籠を製造する場合、鉄筋マットの
歪を生ぜずに正確な位置に反転させるには、複雑な装置
が必要になるばかりでなく、広い作業面積が必要になる
といった問題がある。又、ALCパネルの中に窓などの
開口部を設ける場合には、配筋の異なる鉄筋マットを製
造して組合わせることになるので一層工程が複雑になっ
たり、開口部の鉄筋を切取る場合、切取った鉄筋が無駄
になったり、再利用や廃棄のために費用がかかるといっ
た問題がある。
As described above, the transverse reinforcement 2 is arranged on the inner surface side in order to increase the bending strength of the ALC panel 13 with the same amount of reinforcement, so that the main reinforcement 1 is formed by ALC.
This is because it is advantageous to place it near the surface of the panel, but on the other hand, if the rebar becomes closer to the surface and the fogging (h) becomes smaller, it is difficult to maintain the positional accuracy of the rebar, so a semi-plastic material is used. When cutting, the reinforcing bar may be exposed on the surface, or the space of bubbles generated near the reinforcing bar during foaming may be exposed. However, in the case where the horizontal bar 2 is arranged in this way, it is necessary to turn over one of the reinforcing bar mats. However, in manufacturing the mat, there is no problem if the width is about 600 mm, but the width is 600 mm or more, for example 150 in width
When manufacturing a rebar cage for a large ALC panel with a width of 0 mm and a length of more than 2500 mm, a complicated device is required in order to invert the rebar mat to an accurate position without causing distortion. However, there is a problem that a large work area is required. Also, when an opening such as a window is provided in the ALC panel, a reinforcing bar mat having different reinforcing bars will be manufactured and combined, which further complicates the process and cuts off the reinforcing bar at the opening. However, there are problems that the cut-out rebar is wasted, and that it is expensive to reuse and dispose.

【0005】本発明は、幅広ALCパネル製造用として
好適な鉄筋籠を簡単な装置で広い場所を取らないで手数
をかけずに容易に製造し得る鉄筋籠とその製造方法を提
供することを目的とするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a rebar cage suitable for manufacturing a wide ALC panel and a method for manufacturing the rebar cage which can be easily manufactured by a simple device without taking a large space and without any trouble. It is what

【0006】[0006]

【課題を解決するための手段】本発明者は、前記問題を
解決し、前記目的を達成するために研究を重ね、上下両
主筋に配設する横筋を同じ側をむくように溶接したもの
を反転することなくそのままの位置関係で組立てたもの
とすることによって目的を達し得ることを見出して本発
明を完成するに至った。すなわち、本発明は、長手方向
の複数の主筋に直交する横筋を溶接した金網状の鉄筋マ
ット2枚を平行に合体筋で固着した幅600mm以上の
幅広ALCパネルに埋設される鉄筋籠において、前記2
枚の鉄筋マットの各横筋が主筋に対して同一側に溶接さ
れてなる幅広ALCパネル用鉄筋籠であり、所定寸法に
切断した複数の主筋を所定間隔で平行に配列し、所定寸
法に切断した複数の横筋を前記配列した主筋上に、所定
間隔で平行に主筋に直交するように配列して溶接して上
鉄筋マット及び下鉄筋マットを製作し、前記下鉄筋マッ
トの上に前記上鉄筋マットを反転することなく、所定間
隔で平行に重ねて複数の合体筋を溶接する幅広ALCパ
ネル用鉄筋籠の製造方法である。
Means for Solving the Problems The present inventor has conducted extensive research to solve the above problems and achieve the above objects, and welds the horizontal bars arranged on both upper and lower main bars so that the horizontal bars are stripped on the same side. The present invention has been completed by finding that the purpose can be achieved by assembling them in the same positional relationship without inverting. That is, the present invention relates to a rebar cage embedded in a wide ALC panel having a width of 600 mm or more, in which two wire mesh-shaped rebar mats welded with horizontal bars orthogonal to a plurality of main bars in the longitudinal direction are fixed in parallel by a joining bar. Two
A reinforcing bar basket for a wide ALC panel, in which each horizontal bar of each reinforcing bar mat is welded to the same side with respect to the main bar, and a plurality of main bars cut into a predetermined size are arranged in parallel at predetermined intervals and cut into a predetermined size. A plurality of horizontal bars are arranged on the arranged main bars in parallel at a predetermined interval so as to be orthogonal to the main bars and welded to produce an upper reinforcing bar mat and a lower reinforcing bar mat, and the upper reinforcing bar mat is placed on the lower reinforcing bar mat. Is a method for manufacturing a rebar cage for a wide ALC panel, in which a plurality of united muscles are welded in parallel at predetermined intervals without being reversed.

【0007】[0007]

【作用】従来のように、所定寸法に切断した所定数の主
筋を所定間隔で平行に配列し、その上に直交する所定寸
法の横筋を所定数、所定間隔で平行に溶接して取付けて
製作した2枚の鉄筋マットを所定間隔で平行に、反転す
ることなくそのまま重ね合わせて両者を合体筋で溶接し
た鉄筋籠であり、その製造方法である。したがって、一
方の鉄筋マットを反転する必要がなく、作業及び装置が
簡易化、小型化され、かつ、作業場所も小さくし得る。
又、開口部も一度で形成でき、手数がかからず、鉄筋の
無駄や再処理の必要性が発生しない。
In the conventional manner, a predetermined number of main bars cut into a predetermined size are arranged in parallel at a predetermined interval, and transverse bars having a predetermined size orthogonal to each other are welded and attached in parallel at a predetermined number at a predetermined interval. The above-mentioned two reinforcing bar mats are parallel to each other at a predetermined interval, and they are superposed as they are without being inverted and welded together by a united bar, which is a manufacturing method thereof. Therefore, it is not necessary to invert one of the reinforcing bar mats, and the work and the device can be simplified and downsized, and the work place can be reduced.
Further, the opening can be formed at once, which does not require any labor, and the waste of rebar and the necessity of reprocessing do not occur.

【0008】又、ALCパネルは、外側に横筋がある面
で建築物の外面として使用されるが、引張側の強度は、
圧縮側の強度に較べて小さくてもよいので、実用上問題
はない。なお、設計上の必要に応じて鉄筋の直径や配筋
数を調整すればよく、通常のALCパネル用鉄筋籠の製
造にも適用できるが、とくに、幅や長さの大きい大形パ
ネル用に適用すれば、一層効果が大きいものである。
An ALC panel is used as an outer surface of a building on a surface having lateral streaks on the outside.
Since it may be smaller than the strength on the compression side, there is no practical problem. It should be noted that the diameter and number of rebars can be adjusted according to the design requirements, and it can be applied to the production of ordinary rebar cages for ALC panels, but especially for large panels with large width and length. If applied, the effect is even greater.

【0009】[0009]

【実施例】次に、本発明の実施例を添付の図面に基づい
て述べる。
Embodiments of the present invention will now be described with reference to the accompanying drawings.

【0010】図1は、本発明鉄筋籠の一実施例を示す平
面図(A) 、横方向の側面図(B) 、長手方向の側面図(C)
、図2は、本発明鉄筋籠の製作工程の一実施例を説明
する製作工程説明図、図3は、本発明における開口部形
成方法の一実施例を示す説明図、図4は、従来の鉄筋籠
の一実施例を示す幅方向側面図である。
FIG. 1 is a plan view (A), a lateral side view (B), and a longitudinal side view (C) showing an embodiment of a reinforcing bar cage of the present invention.
FIG. 2 is an explanatory view of a manufacturing process for explaining an embodiment of a manufacturing process of the reinforcing bar basket of the present invention, FIG. 3 is an explanatory view showing an embodiment of a method for forming an opening according to the present invention, and FIG. It is a width direction side view showing one example of a reinforcing rod basket.

【0011】10は、本発明の鉄筋籠であって、同型に
形成された上鉄筋マット11と下鉄筋マット12とを所
定間隔で平行に重ねて連結されて構成されている。すな
わち、1は、主筋であって、直径8mmの鉄筋を310
0mmに切断し、その9本を所定間隔(250×2−3
00−350×2−300−250×2単位mm)で平
行に配列されている。2は、横筋であって、直径6.3
5mmの鉄筋を長さ2300mmに切断し、その14本
を所定間隔(60−150−290−300×7−29
0−150−60単位mm)で、前記主筋1に直交する
ように平行に配列されて主筋1上に溶接されている。
Reference numeral 10 denotes a reinforcing bar basket of the present invention, which is constructed by connecting upper reinforcing bar mat 11 and lower reinforcing bar mat 12 formed in the same shape in parallel with each other at a predetermined interval. That is, 1 is a main bar, and a reinforcing bar having a diameter of 8 mm is 310
Cut it to 0 mm and cut 9 of them at a predetermined interval (250 x 2-3
00-350 × 2-300-250 × 2 unit mm) are arranged in parallel. Numeral 2 is a transverse line with a diameter of 6.3
A 5 mm rebar is cut into a length of 2300 mm, and 14 of them are cut at predetermined intervals (60-150-290-300 × 7-29).
(0-150-60 unit mm), arranged in parallel so as to be orthogonal to the main bar 1 and welded onto the main bar 1.

【0012】このように形成された上鉄筋マット11
を、同様に形成された上鉄筋マット12上に、79mm
の間隔をおいて、上鉄筋マット11を反転することな
く、そのまま平行に重ねて、両者に合体筋9を溶接する
ことによって鉄筋籠10とすることができる。なお、こ
の大きさの鉄筋籠は、幅2400mm、長さ3200m
m、厚さ125mmで風圧荷重200Kg/mの幅広
ALCパネル用として用いられる。
Upper rebar mat 11 formed in this way
79 mm on the upper reinforcement mat 12 formed in the same manner.
It is possible to form the rebar cage 10 by arranging the upper rebar mats 11 in parallel with each other at an interval of, and laying the upper rebar mats 11 in parallel with each other and welding the united bar 9 to the both. The rebar cage of this size has a width of 2400 mm and a length of 3200 m.
It is used for a wide ALC panel having m, a thickness of 125 mm and a wind pressure load of 200 Kg / m 2 .

【0013】上記したような鉄筋籠は次のようにして製
造した。
The rebar cage as described above was manufactured as follows.

【0014】主筋用の直径8mmの鉄筋コイルから長さ
3100mmに切断した主筋1の9本を図2(A) に示す
ように、組立台上に所定間隔(250×2−300−3
50×2−300−250×2単位mm)に配列する。
この際、主筋1の位置精度をよくするために、位置決め
方法としてどの方法でもよいが、たとえば主筋1の一方
の端部に位置決機構3の昇降可能の当板3aをローラ8
を駆動して当接させるようにすることが好ましい。次
に、横筋用の直径6.35mmの鉄筋コイルから長さ3
00mmに切断した横筋2の14本を主筋1上に、所定
間隔(60−150−290−300×7−290−1
50−60単位mm)で平行に主筋1に直交して配列し
てそれぞれを溶接して上鉄筋マット11を製作した。つ
いで、上鉄筋マット11をローラ8を駆動して図2(B)
で示す次工程のリフター5まで移送し、リフター5で所
定寸法まで上昇させて図2(C) の合体場所へ移動して水
平位置に待機させる。同様にして下鉄筋マット12を製
作する。この際、ALCパネルの取付金具7などを取付
けた。その後、そのまま上鉄筋マット11の直下に水平
に移動させ、両者の所定位置を直径5.0mm、長さ7
9mmの45本の合体筋9を溶接して鉄筋籠10を製造
した。
As shown in FIG. 2 (A), nine main bars 1 cut from a reinforcing bar coil having a diameter of 8 mm for the main bars to a length of 3100 mm are placed at predetermined intervals (250 × 2-300-3) on an assembly table.
50 × 2-300-250 × 2 unit mm).
At this time, in order to improve the position accuracy of the main bar 1, any method may be used as the positioning method. For example, the movable plate 3a of the positioning mechanism 3 at one end of the main bar 1 is provided with the movable plate 3a.
It is preferable to drive and bring them into contact. Next, from the reinforcing bar coil with a diameter of 6.35 mm for the horizontal bar, length 3
Fourteen horizontal muscles 2 cut into 00 mm were placed on the main muscle 1 at a predetermined interval (60-150-290-300 × 7-290-1).
The upper reinforcing bar mat 11 was manufactured by arranging parallel to each other in parallel with the main bar 1 at 50-60 unit mm) and welding them. Then, the upper rebar mat 11 is driven by the roller 8 as shown in FIG. 2 (B).
It is transferred to the lifter 5 in the next step shown in (3), raised to a predetermined size by the lifter 5, moved to the uniting place in FIG. 2 (C), and is kept in a horizontal position. Similarly, the lower rebar mat 12 is manufactured. At this time, the mounting bracket 7 of the ALC panel was mounted. After that, it is moved horizontally just below the upper rebar mat 11 so that the predetermined position of both is 5.0 mm in diameter and 7 mm in length.
A reinforcing rod cage 10 was manufactured by welding 45 united muscles 9 of 9 mm.

【0015】このようにして製造した鉄筋籠を、幅25
00mm、長さ3300mm、深さ200mmの直方体
の型枠に、水平に、下鉄筋マット12の主筋1が型枠の
底面上から20mmの間隔を保つようにスペーサを介し
て配設し、原料スラリーを注入して発泡させる。そして
半可塑性状態に固化したならば、型枠から取出して半可
塑性体の厚さが125mmとなるように表面を切削加工
する。その後は通常のALCパネルと同様な工程で製品
化した。
The rebar cage manufactured in this manner has a width of 25
In a rectangular parallelepiped form having a length of 00 mm, a length of 3300 mm, and a depth of 200 mm, the main rebar 1 of the lower reinforcing bar mat 12 is horizontally arranged via a spacer so that a distance of 20 mm is maintained from the bottom of the form, and a raw material slurry is prepared. Is injected to foam. When the semi-plasticized material is solidified, it is taken out of the mold and the surface is cut so that the semi-plasticized material has a thickness of 125 mm. After that, it was commercialized in the same process as a normal ALC panel.

【0016】このようにして製造されるALCパネルの
パネルは表面から主筋表面までの距離が26mmの製品
となるが、比較のために従来方法で製造した表面から主
筋までの距離が20mmの製品について強度試験を行っ
たが、両者間に有意差は認められなかった。
The panel of the ALC panel manufactured in this manner is a product having a distance from the surface to the main bar surface of 26 mm. For comparison, a product manufactured by a conventional method having a distance from the surface to the main bar of 20 mm is used. A strength test was conducted, but no significant difference was found between the two.

【0017】次に、図3に示すように、主筋1の所定位
置下方に配設してある位置決機構3の当板3aを上昇さ
せて各主筋1、1a、1bを位置決めする。ついで、各
横筋2、2a、2bを所定位置に配列して上鉄筋マット
11を製作し、同様にして下鉄筋マット12を製作し、
上下の鉄筋マット11、12を実施例2と同様に処理し
て開口部のある鉄筋籠を製造した。この鉄筋籠を前述の
型枠にセットして原料スラリーを注入して発泡させる
が、開口部を形成するには開口部に中型を組立ててもよ
いが、中型を使用せずに半可塑体の加工の際に開口部を
切断してもよい。
Next, as shown in FIG. 3, the contact plate 3a of the positioning mechanism 3 disposed below the main bar 1 by a predetermined position is lifted to position each main bar 1, 1a, 1b. Then, the horizontal reinforcing bars 2, 2a, 2b are arranged at predetermined positions to manufacture the upper reinforcing bar mat 11, and the lower reinforcing bar mat 12 is manufactured in the same manner.
The upper and lower reinforcing bar mats 11 and 12 were treated in the same manner as in Example 2 to manufacture a reinforcing bar cage having openings. This rebar cage is set in the above-mentioned mold and the raw material slurry is injected and foamed. To form the opening, the middle mold may be assembled, but without using the middle mold, a semi-plastic material is used. The opening may be cut during processing.

【0018】[0018]

【発明の効果】本発明は、上下の両主筋に配設する横筋
を同じ側に溶接したものを反転することなく、そのまま
平行に重ねて組合わせたものであるから、装置が簡略化
されるとともに小型化され、設置場所もとらず、手数が
かからず、開口部も鉄筋の無駄や再処理の必要がなく製
造し得るものであって、顕著な効果が認められる。
According to the present invention, since the horizontal reinforcements arranged on both upper and lower main reinforcements are welded on the same side and are combined in parallel without being inverted, the apparatus is simplified. Along with this, the size is reduced, the installation place is small, the number of steps is small, and the opening can be manufactured without the need for waste of the reinforcing bar or reprocessing, and a remarkable effect is recognized.

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

【図1】本発明鉄筋籠の一実施例を示す図で、(A) は平
面図、(B) は横方向の側面図、(C) は長手方向の側面図
である。
FIG. 1 is a view showing an embodiment of a reinforcing bar basket of the present invention, (A) is a plan view, (B) is a lateral side view, and (C) is a longitudinal side view.

【図2】本発明鉄筋籠の製作工程の一実施例を示す図
で、(A) 〜(C) はそれぞれ各製造工程説明図である。
FIG. 2 is a diagram showing an example of a manufacturing process of the reinforcing bar cage of the present invention, and (A) to (C) are explanatory views of respective manufacturing processes.

【図3】本発明における開口部形成方法の一実施例を示
す説明図である。
FIG. 3 is an explanatory diagram showing an example of an opening forming method according to the present invention.

【図4】従来の鉄筋籠の一実施例を示す横方向側面図で
ある。
FIG. 4 is a lateral side view showing an example of a conventional reinforcing bar cage.

【符号の説明】[Explanation of symbols]

1、1a、1b 主筋 2 横筋 3 位置決機構 3a 当板 5 リフター 7 取付金具 8 ローラ 9 合体筋 10 鉄筋籠 11 上鉄筋マット 12 下鉄筋マット 1, 1a, 1b Main bar 2 Horizontal bar 3 Positioning mechanism 3a Plate 5 Lifter 7 Mounting bracket 8 Roller 9 Combined bar 10 Reinforcing bar cage 11 Upper reinforcing bar mat 12 Lower reinforcing bar mat

【手続補正書】[Procedure amendment]

【提出日】平成5年9月22日[Submission date] September 22, 1993

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】図1[Name of item to be corrected] Figure 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図1】 [Figure 1]

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】図面[Document name to be corrected] Drawing

【補正対象項目名】図4[Name of item to be corrected] Fig. 4

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【図4】 [Figure 4]

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 長手方向の複数の主筋に直交する複数の
横筋を溶接した金網状の鉄筋マット2枚を平行に合体筋
で固着した幅600mm以上の幅広ALCパネルに埋設
される鉄筋籠において、前記2枚の鉄筋マットの各横筋
が主筋に対して同一側に溶接されてなることを特徴とす
る幅広ALCパネル用鉄筋籠。
1. A reinforcing bar cage embedded in a wide ALC panel having a width of 600 mm or more, in which two wire mesh-shaped reinforcing bar mats, which are welded with a plurality of transverse bars orthogonal to a plurality of longitudinal main bars, are fixed in parallel by a joining bar, A reinforcing bar basket for a wide ALC panel, wherein each of the horizontal bars of the two reinforcing bar mats is welded to the same side with respect to the main bar.
【請求項2】 所定寸法に切断した複数の主筋を所定間
隔で平行に配列し、所定寸法に切断した複数の横筋を前
記配列した主筋上に所定間隔で平行に主筋に直交するよ
うに配列して溶接して上鉄筋マット及び下鉄筋マットを
製作し、前記下鉄筋マットの上に前記上鉄筋マットを反
転することなく、所定間隔で平行に重ねて複数の合体筋
を溶接することを特徴とする幅広ALCパネル用鉄筋籠
の製造方法。
2. A plurality of main bars cut into a predetermined dimension are arranged in parallel at a predetermined interval, and a plurality of horizontal bars cut into a predetermined dimension are arranged on the arranged main bar in parallel at a predetermined interval so as to be orthogonal to the main bar. Characterized in that the upper rebar mat and the lower rebar mat are manufactured by welding by welding, and the plurality of united bars are welded in parallel at a predetermined interval without inverting the upper rebar mat on the lower rebar mat. A method for manufacturing a rebar cage for a wide ALC panel.
【請求項3】 前記鉄筋マットの主筋を配列する際に、
各主筋の一方の端部を位置決め機構で位置決めしてから
横筋を供給して溶接し、開口部を形成することを特徴と
する請求項2記載の幅広ALCパネル用鉄筋籠の製造方
法。
3. When arranging the main bars of the reinforcing bar mat,
The method of manufacturing a reinforcing bar cage for a wide ALC panel according to claim 2, wherein one end of each main bar is positioned by a positioning mechanism, and then a horizontal bar is supplied and welded to form an opening.
JP8120793A 1993-03-16 1993-03-16 Reinforced cage for wide alc panel and manufacture thereof Pending JPH06264561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8120793A JPH06264561A (en) 1993-03-16 1993-03-16 Reinforced cage for wide alc panel and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8120793A JPH06264561A (en) 1993-03-16 1993-03-16 Reinforced cage for wide alc panel and manufacture thereof

Publications (1)

Publication Number Publication Date
JPH06264561A true JPH06264561A (en) 1994-09-20

Family

ID=13740047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8120793A Pending JPH06264561A (en) 1993-03-16 1993-03-16 Reinforced cage for wide alc panel and manufacture thereof

Country Status (1)

Country Link
JP (1) JPH06264561A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114800846A (en) * 2022-04-28 2022-07-29 南京旭建新型建材股份有限公司 Preparation method of ultra-wide ALC (alcohol-ceramic) board

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825332A (en) * 1971-08-07 1973-04-02
JPH01280149A (en) * 1988-04-30 1989-11-10 Onoda Autoclaved Light Weight Concrete Co Ltd Manufacture of reinforcing mat for lightweight foamed concrete panel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825332A (en) * 1971-08-07 1973-04-02
JPH01280149A (en) * 1988-04-30 1989-11-10 Onoda Autoclaved Light Weight Concrete Co Ltd Manufacture of reinforcing mat for lightweight foamed concrete panel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114800846A (en) * 2022-04-28 2022-07-29 南京旭建新型建材股份有限公司 Preparation method of ultra-wide ALC (alcohol-ceramic) board
CN114800846B (en) * 2022-04-28 2023-08-04 南京旭建新型建材股份有限公司 Preparation method of ultra-wide ALC plate

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