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JPH0633642B2 - Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab - Google Patents
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JPH0633642B2 - Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab - Google Patents

Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab

Info

Publication number
JPH0633642B2
JPH0633642B2 JP60258646A JP25864685A JPH0633642B2 JP H0633642 B2 JPH0633642 B2 JP H0633642B2 JP 60258646 A JP60258646 A JP 60258646A JP 25864685 A JP25864685 A JP 25864685A JP H0633642 B2 JPH0633642 B2 JP H0633642B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
flange piece
metal fitting
metal fittings
wide flange
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 - Fee Related
Application number
JP60258646A
Other languages
Japanese (ja)
Other versions
JPS62121260A (en
Inventor
昌寛 蓑輪
宏史 小林
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP60258646A priority Critical patent/JPH0633642B2/en
Publication of JPS62121260A publication Critical patent/JPS62121260A/en
Publication of JPH0633642B2 publication Critical patent/JPH0633642B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Panels For Use In Building Construction (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、建築用の軽量気泡コンクリート版(以下A
LCパネルと呼ぶ)に埋設されているカゴ状に形成され
た補強鉄筋に関し、特に埋込金具を溶接したALCパネ
ル用の補強鉄筋に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Use) This invention relates to a lightweight cellular concrete slab for construction (hereinafter referred to as A).
The present invention relates to a cage-shaped reinforcing reinforcing bar embedded in an LC panel), and more particularly to a reinforcing reinforcing bar for an ALC panel in which an embedded metal fitting is welded.

(従来の技術及び問題点) 従来、ALCパネルを躯体に取り付けるために、第5図
に示すように、形成されたALCパネルPに径の大きな
穴と貫通孔9を穿設し、雌ネジ孔のある金具10を差し
込み、その一端をパネルPの片側に開口させた状態で該
穴にモルタル11を充填して埋設固定する金具10の後
付け方式が知られている。しかし、この後付け方式では
金具10が比較的強度の小さいALCに直接固定支持さ
れているため外力が作用した場合に金具周囲のALCが
破壊するという強度上の問題や、モルタル11による補
修跡がパネル表面に残るという問題があった。
(Prior Art and Problems) Conventionally, in order to attach the ALC panel to the body, as shown in FIG. 5, a hole having a large diameter and a through hole 9 are formed in the formed ALC panel P to form a female screw hole. There is known a post-installation method of the metal fitting 10 in which the metal fitting 10 having a certain shape is inserted, and one end of the metal fitting 10 is opened to one side of the panel P to fill the hole with the mortar 11 and to be embedded and fixed. However, in this retrofitting method, since the metal fitting 10 is directly fixed and supported by the ALC having a relatively low strength, the strength problem that the ALC around the metal fitting is destroyed when an external force is applied, and the repair trace by the mortar 11 is a panel. There was a problem that it remained on the surface.

この後付け方式の強度上の問題点や外観上の問題点を解
決するため、第6図、第7図、および第8図に示すよう
な、軽量気泡コンクリート版用のカゴ状に形成された補
強鉄筋に埋込金具を溶接することが知られている。
In order to solve the problem of strength and the problem of appearance of this retrofitting method, a reinforcement formed in a basket shape for a lightweight cellular concrete slab as shown in FIGS. 6, 7, and 8. It is known to weld embedded fittings to rebar.

しかし、第6図に示すように断面コ字上の金具をその両
側のフランジ片12の上下で補強鉄筋6と溶接固定15
した構造のものは、補強鉄筋6の位置精度が悪い場合に
は、補強鉄筋6を曲げたり、別に補強鉄筋を付加して金
具を補強鉄筋に取り付ける必要があり、金具の位置決め
に多大の労力を要していた。またこのような金具の取り
付けは、生産性の良い抵抗溶接が使用できず、アーク溶
接の使用が必須となるため、このこともコスト上昇の大
きな原因となっていた。
However, as shown in FIG. 6, the metal fittings having a U-shaped cross section are fixed to the reinforcing bars 6 and the welding fixings 15 above and below the flange pieces 12 on both sides thereof.
In the case of the structure described above, when the positioning accuracy of the reinforcing bar 6 is poor, it is necessary to bend the reinforcing bar 6 or attach another reinforcing bar to attach the metal fitting to the reinforcing bar, which requires a great deal of labor for positioning the metal fitting. I needed it. Further, since the resistance welding with good productivity cannot be used for attaching such a metal fitting, and the use of arc welding is indispensable, which also causes a large increase in cost.

一方、第7図のように、補強鉄筋6の位置精度の悪さを
吸収できるように断面コ字上の金具を生産されるALC
パネルの厚み方向と垂直に配し、断面コ字上の金具の両
側のフランジ片12の中央で補強鉄筋6と溶接固定15
した構造のものは、金具の位置決めのために補強鉄筋6
を曲げたり添え鉄筋を付加する必要がなく、金具の位置
決めの作業性は著しく向上する。しかし、この金具は上
側と下側の補強鉄筋6に溶接固定する構造となっている
ため、補強鉄筋をカゴ状に形成してから金具を取り付け
ねばならず、生産性に優れる抵抗溶接機のガンが入り難
く、やはりアーク溶接を使用しなければならなかった。
On the other hand, as shown in FIG. 7, an ALC in which a metal fitting having a U-shaped cross section is manufactured so as to absorb the poor positional accuracy of the reinforcing bar 6.
It is arranged perpendicular to the thickness direction of the panel, and the reinforcing bar 6 and the welding fixing 15 at the center of the flange pieces 12 on both sides of the bracket having a U-shaped cross section.
Reinforced bar 6 is used for positioning the metal fitting
There is no need to bend or add reinforcing bars, and the workability of positioning the metal fittings is significantly improved. However, since this metal fitting has a structure in which it is welded and fixed to the upper and lower reinforcing bars 6, it is necessary to form the reinforcing bar in a cage shape before mounting the metal fitting, which is a gun for resistance welding machines with excellent productivity. It was hard to get into and I had to use arc welding.

そこで、特開昭60-23540号公報に、第8図に示す構造の
ものが提案されている。
Therefore, Japanese Patent Laid-Open No. 60-23540 proposes a structure shown in FIG.

即ち、第8図に示す構造のものは、カゴ状に形成された
上下の補強鉄筋に埋込金具が溶着された構造であり、該
埋込金具が幅の広いフランジ片1と幅の狭いフランジ片
2及び本体板3よりなる断面ほぼコ字状の構造であり、
該金具の本体板3に製造されるパネルの厚み方向にかつ
製造されるパネルの室内側表面に連通・開口する位置に
取付用ナット4が設けられ、前記幅の広いフランジ片1
が下の補強鉄筋6と平行となるように該幅の広いフラン
ジ片1が少なくとも2本の下の補強鉄筋6に溶接された
軽量気泡コンクリート版用の補強鉄筋である。
That is, the structure shown in FIG. 8 is a structure in which the embedding metal fittings are welded to the upper and lower reinforcing reinforcing bars formed in a basket shape, and the embedding metal fittings have a wide flange piece 1 and a narrow width flange. It has a substantially U-shaped structure composed of the piece 2 and the body plate 3,
A mounting nut 4 is provided in the thickness direction of the panel manufactured on the body plate 3 of the metal fitting and at a position communicating with and opening on the indoor surface of the panel manufactured, and the wide flange piece 1 is provided.
Is a reinforcing bar for a lightweight cellular concrete slab in which the wide flange pieces 1 are welded to at least two lower reinforcing bars 6 such that the parallel flange pieces 1 are parallel to the lower reinforcing bars 6.

このものは、以下に示す効果を有し優れた構造のもので
ある。
This has an excellent structure having the following effects.

強度が大きい。Great strength.

第8図のものを使用してALCパネルを製造し、第4図
に示すように取付用の長ナット4にボルト7を螺合して
躯体フレーム8に取り付けた場合、取付部に発生する引
き抜き力T及び曲げモーメントMに対して、屈曲された
剛性が大きい構造の金具であるため、金具は変形せず、
また室外側に幅を大きくしたフランジ片1が存在するの
で、引き抜き力T及び曲げモーメントMは支圧力gとし
て分散してALC母材に伝達され、ALC母材が破壊し
たり、金具が移動することがない。
When an ALC panel is manufactured by using the one shown in FIG. 8 and the long nut 4 for mounting is screwed with the bolt 7 and mounted on the body frame 8 as shown in FIG. With respect to the force T and the bending moment M, since the metal fitting is bent and has a large rigidity, the metal fitting does not deform,
Further, since the flange piece 1 having a large width exists on the outdoor side, the pulling force T and the bending moment M are dispersed as the supporting pressure g and transmitted to the ALC base material, and the ALC base material is broken or the metal fitting moves. Never.

なお、フランジ片2は、外力TやMが作用した際に本体
板3の局部座屈を防止する効果をねらったものであるた
め、通常、突出長さx1は40〜50mm突出長さx2は10mm程
度で強度上は充分である。
Since the flange piece 2 is intended to prevent local buckling of the body plate 3 when an external force T or M is applied, the protrusion length x 1 is usually 40 to 50 mm. 2 is about 10 mm, which is sufficient for strength.

埋込金具の位置決め、溶接作業性がよく、コストが易
い。
Positioning of embedded metal and welding workability are good, and cost is easy.

補強鉄筋6に溶接固定する幅の広いフランジ片1は幅の
狭いフランジ片2に比べ本体板3からの突出長さが大き
いため、幅の狭いフランジ片2が障害にならず抵抗溶接
機のガンで挟み付け易く、しかも一方の側の補強鉄筋、
即ちALCパネル製品となった際の室外側の補強鉄筋6
にのみ取り付けられている構造となっているので、両側
の補強鉄筋6をカゴ状に形成する前に埋込金具が取り付
けられ、上側の補強鉄筋も障害とならず、抵抗溶接機を
使用し易い。従って生産性が良く、製造コストが安い。
The wide flange piece 1 to be welded and fixed to the reinforcing bar 6 has a larger protruding length from the main body plate 3 than the narrow flange piece 2, so that the narrow flange piece 2 does not become an obstacle and is a gun for a resistance welding machine. It is easy to pinch with, and the reinforcing bar on one side,
That is, when the product becomes an ALC panel product, the reinforcing steel bar 6 on the outdoor side
Since the structure is attached only to, the embedded metal fittings are attached before forming the reinforcing bars 6 on both sides into a cage shape, the reinforcing bars on the upper side do not obstruct, and it is easy to use a resistance welding machine. . Therefore, the productivity is good and the manufacturing cost is low.

なお、幅の広いフランジ片1に突状片5を形成すること
により、幅の広いフランジ片1の剛性を高めることがで
き、しかも補強鉄筋6との溶着が確実となるため、パネ
ル製造時に埋込金具が外れることもない。
By forming the protruding piece 5 on the wide flange piece 1, the rigidity of the wide flange piece 1 can be increased, and moreover, the welding to the reinforcing bar 6 is ensured, so that it can be buried at the time of manufacturing the panel. The fitting does not come off.

第8図に示したALCパネル用の埋込金具を溶接した補
強鉄筋は、上記のような優れた効果を発揮するものの、
ALCパネルとし、壁等に長年使用した際等に補強鉄筋
等が錆びない予め防錆処理を施す必要があるが、埋込金
具付きのカゴ状の補強鉄筋を防錆液に侵漬して防錆処理
する際、幅の広いフランジ片1の下面に気泡が溜まり、
防錆の不完全な部分を残す可能性があるという問題があ
った。
Although the reinforcing bar made by welding the embedded metal fitting for the ALC panel shown in FIG. 8 exhibits the above-mentioned excellent effects,
As an ALC panel, it is necessary to apply anti-corrosion treatment beforehand so that reinforcing reinforcing bars do not rust when used for many years on walls, etc., but basket-like reinforcing reinforcing bars with embedded fittings are immersed in rust preventive liquid to prevent During the rust treatment, bubbles accumulate on the bottom surface of the wide flange piece 1,
There was a problem that an incomplete part of rust prevention might be left.

(問題点を解決するための手段) 本発明のALCパネル用の埋込金具を溶接した補強鉄筋
は、カゴ状に形成された上下の補強鉄筋に埋込金具が溶
着された構造であり、該埋込金具が幅の広いフランジ片
と幅の狭いフランジ片及び本体板よりなる断面ほぼコ字
状の構造であり、該金具の本体板に製造されるパネルの
厚み方向にかつ製造されるパネルの室内側表面に連通・
開口する位置に取付用ナットが設けられ、前記幅の広い
フランジ片が下の補強鉄筋と平行となるように該幅の広
いフランジ片が少なくとも2本の下の補強鉄筋に溶接さ
れた軽量気泡コンクリート版用の補強鉄筋において、前
記補強鉄筋に溶接された幅の広いフランジ片には、その
両端部に切欠きがその中央部には複数の開口が形成され
ていることを特徴とするものである。
(Means for Solving the Problems) The reinforcing steel bar welded to the embedding metal fitting for an ALC panel of the present invention has a structure in which the embedding metal fitting is welded to the upper and lower reinforcing steel reinforcements formed in a basket shape. The embedded metal fitting has a structure having a substantially U-shaped cross section composed of a wide flange piece, a narrow flange piece, and a main body plate. Communication with the indoor surface
Lightweight cellular concrete in which a mounting nut is provided at an opening position, and the wide flange pieces are welded to at least two lower reinforcing bars so that the wide flange pieces are parallel to the lower reinforcing bars. In a reinforcing bar for a plate, a wide flange piece welded to the reinforcing bar is characterized in that notches are formed at both ends thereof and a plurality of openings are formed at the center thereof. .

(実施例) 以下、図示する実施例により説明する。(Example) Hereinafter, an example shown in the drawings will be described.

第2図や第3図に示すように、使用される埋込金具は、
本体板3と本体板3より垂直に屈曲された幅の広いフラ
ンジ片1と幅の狭いフランジ片2よりなる断面ほぼコ字
状に形成されたものである。この幅の広いフランジ片1
には、その両端部に切欠き部13がその中央部には複数
の開口部14がプレス成形されている。
As shown in Fig. 2 and Fig. 3, the embedded metal fittings used are
The main body plate 3 and a wide flange piece 1 bent vertically from the main body plate 3 and a narrow flange piece 2 are formed in a substantially U-shaped cross section. This wide flange piece 1
The notch 13 is press-formed at both ends thereof, and a plurality of openings 14 are press-formed at the center thereof.

幅の広いフランジ片1の突出長さx1は、通常、40〜50m
mであり、幅の狭いフランジ片2の突出長さx2は、通
常、10mm程度である。
The protruding length x 1 of the wide flange piece 1 is usually 40 to 50 m.
The flange length 2 of the narrow flange piece 2 is usually about 10 mm.

この埋込金具の本体板3には、製造されるパネルの厚み
方向にかつ製造されるパネルの室内側表面に連通・開口
する位置に取付用長ナット4が溶着されている。
A long nut 4 for mounting is welded to the main body plate 3 of the embedded metal fitting in the thickness direction of the panel to be manufactured and at a position communicating with and opening to the indoor surface of the panel to be manufactured.

この埋込金具は、幅の広いフランジ片1が下の補強鉄筋
6と平行となるように該幅の広いフランジ片1が少なく
とも2本の下の補強鉄筋6に溶接されている。
In this embedded fitting, the wide flange pieces 1 are welded to at least two lower reinforcing bars 6 so that the wide flange pieces 1 are parallel to the lower reinforcing bars 6.

なお、埋込金具の全体のカゴ状の補強鉄筋への取付状態
は、例えば、補強鉄筋6を省略して示した第1図に見ら
れるようにしてALCパネルの四隅に埋込金具が存在す
るようにした。
The mounting state of the embedding metal fittings to the basket-shaped reinforcing bar as a whole is such that the embedding metal fittings are present at the four corners of the ALC panel as shown in FIG. I did it.

更に、第2図や第3図に示されるように幅の広いフラン
ジ片1の外側に埋込金具の長手方向全長にわたって二本
の突状片5がプレス成形され、溶接し易くなっている。
Further, as shown in FIG. 2 and FIG. 3, two protruding pieces 5 are press-molded on the outer side of the wide flange piece 1 over the entire length in the longitudinal direction of the embedding metal fitting to facilitate welding.

(効果) 本発明のALCパネル用の補強鉄筋は、以下に示すよう
な効果を奏する。
(Effect) The reinforcing reinforcing bar for an ALC panel of the present invention has the following effects.

補強鉄筋6に直接溶接されている幅の広いフランジ片
1に、切欠き部13および開口部14が形成されている
ため、防錆液に浸漬して埋込金具付きのカゴ状の補強鉄
筋の防錆処理を行う際、幅の広いフランジ片1の下面に
空気が溜まり防錆の不完全な部分を残してしまうという
従来の問題点は全く無くなり、非常に優れた防錆塗膜を
有するものとなる。
Since the notch portion 13 and the opening portion 14 are formed in the wide flange piece 1 which is directly welded to the reinforcing bar 6, the cage-shaped reinforcing bar having the embedding metal fitting is immersed in the anticorrosive liquid. When a rust preventive treatment is performed, the conventional problem that air is trapped on the lower surface of the wide flange piece 1 and leaves an incomplete rust preventive portion is completely eliminated, and it has a very excellent rust preventive coating film. Becomes

その他に、従来の特開昭60-23540号公報で提案され、
第8図に示す構造の埋込金物が幅の広いフランジ片と幅
の狭いフランジ片及び本体板よりなる断面ほぼコ字状の
構造であり、該金具の本体板に製造されるパネルの厚み
方向にかつ製造されるパネルの室内側表面に連通・開口
する位置に取付用ナットが設けられ、前記幅の広いフラ
ンジ片が下の補強鉄筋と平行となるように該幅の広いフ
ランジ片が少なくとも2本の下の補強鉄筋に溶接された
ALCパネル用の補強鉄筋が有している優れた面は全て
失わずに有しており、又、ALCパネル製造時のALC
モルタルの発泡を阻害すること無く、埋込金具周囲にA
LCモルタルが充填され、空隙ができること無く、AL
Cパネルの強度上にも外観上にも問題を生じない。
In addition, proposed in JP-A-60-23540,
The embedded product of the structure shown in FIG. 8 has a substantially U-shaped cross section composed of a wide flange piece, a narrow flange piece, and a body plate, and the thickness direction of the panel manufactured on the body plate of the metal fitting. In addition, a mounting nut is provided at a position communicating with and opening on the indoor side surface of the manufactured panel, and the wide flange piece has at least 2 so that the wide flange piece is parallel to the lower reinforcing bar. It retains all the excellent surfaces of the reinforcing bars for ALC panels that are welded to the reinforcing bars under the book, and also when manufacturing ALC panels.
A around the embedded metal fittings without hindering foaming of mortar
It is filled with LC mortar and has no voids
There is no problem in the strength or appearance of the C panel.

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

第1図は、本発明の埋込金具付きの補強鉄筋に於ける埋
込金具の全体配置を説明する斜視図、第2図は、本発明
の埋込金具付きの補強鉄筋の要部の斜視図、第3図は、
本発明の埋込金具付きの補強鉄筋の要部の側面図、第4
図はALCパネルを躯体に取り付けた状態を示す断面
図、第5図は従来のALCパネルの断面図、第6図、第
7図及び第8図は、それぞれ異なる従来の埋込金具付き
のALCパネル用の補強鉄筋の要部を示す斜視図であ
る。 1…幅の広いフランジ片、 2…幅の狭いフランジ片、 3…本体板、 4…取付け用ナット、 5…突状片、 6…補強鉄筋、 7…ボルト、 8…躯体フレーム、 9…貫通孔、 10…金具、 11…モルタル、 12…フランジ、 13…切欠き部、 14…開口部、 15…溶接部、 P…ALCパネル、 PA…室内側表面、 PB…室外側表面。
FIG. 1 is a perspective view for explaining the overall arrangement of an embedding metal fitting in a reinforcing bar with an embedding metal fitting of the present invention, and FIG. 2 is a perspective view of a main part of a reinforcing steel bar with an embedding metal fitting of the present invention. Figures and 3
The side view of the principal part of the reinforcing bar with embedded fittings of the present invention,
The figure is a cross-sectional view showing a state in which the ALC panel is attached to the body, FIG. 5 is a cross-sectional view of the conventional ALC panel, and FIGS. 6, 7, and 8 are different conventional ALCs with embedded fittings. It is a perspective view which shows the principal part of the reinforcing reinforcing bar for panels. 1 ... Wide flange piece, 2 ... Narrow flange piece, 3 ... Main body plate, 4 ... Mounting nut, 5 ... Projection piece, 6 ... Reinforcing bar, 7 ... Bolt, 8 ... Frame frame, 9 ... Penetration Holes, 10 ... Metal fittings, 11 ... Mortar, 12 ... Flange, 13 ... Notch, 14 ... Opening, 15 ... Weld, P ... ALC panel, PA ... Interior surface, PB ... Exterior surface.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】カゴ状に形成された上下の補強鉄筋に埋込
金具が溶着された構造であり、該埋込金具が幅の広いフ
ランジ片と幅の狭いフランジ片及び本体板よりなる断面
ほぼコ字状の構造であり、該金具の本体板に製造される
パネルの厚み方向にかつ製造されるパネルの室内側表面
に連通・開口する位置に取付用ナットが設けられ、前記
幅の広いフランジ片が下の補強鉄筋と平行となるように
該幅の広いフランジ片が少なくとも2本の下の補強鉄筋
に溶接された軽量気泡コンクリート版用の補強鉄筋にお
いて、 前記補強鉄筋に溶接された幅の広いフランジ片には、そ
の両端部に切欠きがその中央部には複数の開口が形成さ
れていることを特徴とする軽量気泡コンクリート版用の
埋込金具を溶接したカゴ状に形成された補強鉄筋。
1. A structure in which embedding metal fittings are welded to upper and lower reinforcing rebars formed in a basket shape, and the embedding metal fittings have a substantially cross-section consisting of a wide flange piece, a narrow flange piece, and a main body plate. The U-shaped structure is such that a mounting nut is provided in a thickness direction of a panel manufactured on the body plate of the metal fitting and at a position communicating with and opening on the indoor side surface of the manufactured panel, and the wide flange is provided. Reinforcing bars for lightweight cellular concrete plates, wherein the wide flange pieces are welded to at least two lower reinforcing bars so that the pieces are parallel to the lower reinforcing bars. The wide flange piece has notches at both ends, and multiple openings are formed at the center of the flange piece. Rebar.
JP60258646A 1985-11-20 1985-11-20 Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab Expired - Fee Related JPH0633642B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60258646A JPH0633642B2 (en) 1985-11-20 1985-11-20 Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60258646A JPH0633642B2 (en) 1985-11-20 1985-11-20 Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab

Publications (2)

Publication Number Publication Date
JPS62121260A JPS62121260A (en) 1987-06-02
JPH0633642B2 true JPH0633642B2 (en) 1994-05-02

Family

ID=17323160

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60258646A Expired - Fee Related JPH0633642B2 (en) 1985-11-20 1985-11-20 Reinforcing bar formed into a basket shape by welding embedded metal fittings for lightweight cellular concrete slab

Country Status (1)

Country Link
JP (1) JPH0633642B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5554731U (en) * 1978-10-11 1980-04-14
JPS58132037U (en) * 1982-03-01 1983-09-06 ナショナル住宅産業株式会社 concrete panel
JPH0228652B2 (en) * 1983-07-19 1990-06-26 Asahi Chemical Ind UMEKOMIKANAGUOMAISETSUSHITAKEIRYOKIHOKONKURIITOPANERU

Also Published As

Publication number Publication date
JPS62121260A (en) 1987-06-02

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