JPS62228547A - Light weight panel constituted of three-dimensional wire mesh truss - Google Patents
Light weight panel constituted of three-dimensional wire mesh trussInfo
- Publication number
- JPS62228547A JPS62228547A JP7305986A JP7305986A JPS62228547A JP S62228547 A JPS62228547 A JP S62228547A JP 7305986 A JP7305986 A JP 7305986A JP 7305986 A JP7305986 A JP 7305986A JP S62228547 A JPS62228547 A JP S62228547A
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- dimensional
- mortar
- truss
- lightweight
- 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
Links
- 239000004570 mortar (masonry) Substances 0.000 claims description 20
- 239000011162 core material Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000009415 formwork Methods 0.000 claims description 8
- 235000007164 Oryza sativa Nutrition 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 239000006260 foam Substances 0.000 claims description 3
- 239000011491 glass wool Substances 0.000 claims description 3
- 239000010903 husk Substances 0.000 claims description 3
- 235000009566 rice Nutrition 0.000 claims description 3
- 239000010902 straw Substances 0.000 claims description 3
- 238000009751 slip forming Methods 0.000 claims description 2
- 240000007594 Oryza sativa Species 0.000 claims 1
- -1 Yoshizu Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 19
- 238000010276 construction Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000009413 insulation Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000004566 building material Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 241000209094 Oryza Species 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 244000273256 Phragmites communis Species 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、室内間仕切壁、平屋、２階建建物及び塀等に
用いる軽微パネルに関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to light panels used for indoor partition walls, one-story buildings, two-story buildings, fences, and the like.
従来の間仕切壁、低階建物及び塀等の材料としては、Ｐ
Ｃ板、ＡＬＣ板或いはコンクリートブロック積等が用い
られていた。As a material for conventional partition walls, low-story buildings, and fences, P
C boards, ALC boards, concrete blocks, etc. were used.
しかし、これらの材料は一般に重く、かつ遮音性、断熱
性に欠けるきらいがあり改善が望まれていた。However, these materials are generally heavy and tend to lack sound insulation and heat insulation properties, so improvements have been desired.
このため、近年多数の異なる発泡性合成樹脂を組み合わ
せて軽量で強度の大きい建築材料が提案されたり、特開
昭５４−７９９１５号公軸等に見られるように発泡性の
軽量プラスチックの矩型ブロックを格子状の鉄筋トラス
で挟み込み、押圧して相互の接合を強めた後に各鉄筋格
子間を支持鉄筋を渡して溶接することにより一体にした
構造パネルや、特開昭５２−８４８１６号公帳の記載に
代表されるように格子状の鉄筋トラスを一定間隔で並行
に並べた後に相互間に支持鉄筋を渡して溶接することに
より立体トラスを構成し、この立体トラスの中間部に発
泡性の合成樹脂層を形成して構造パネルとしたものを建
設現場に搬入して建物の所定位置に建込んでから、コン
クリートを現場吹付けで打設する施工方法及び建築材料
が紹介されてきた。For this reason, in recent years, lightweight and strong building materials have been proposed by combining a number of different foamable synthetic resins, and rectangular blocks made of lightweight foamable plastic, as seen in the public axis of JP-A No. 54-79915, etc. Structural panels are made by sandwiching the reinforcing bars between lattice-shaped reinforcing bar trusses, pressing them to strengthen their mutual connections, and then welding them by passing supporting reinforcing bars between each reinforcing bar lattice. As exemplified by the description, a three-dimensional truss is constructed by arranging a grid-like reinforcing bar truss in parallel at regular intervals and then welding supporting reinforcing bars between them, and a foamed synthetic material is placed in the middle of this three-dimensional truss. Construction methods and building materials have been introduced in which a structural panel formed by forming a resin layer is transported to a construction site and erected at a predetermined position of a building, and then concrete is poured on site by spraying.
また、従来のせき板型枠工法を改善したもので、中空の
ネットフレームの両側にメクルラスのようなフオームネ
ットを張付けて、まず、内部にコンクリートを打設して
、その後に表面モルタルを吹付けで打設する「メソシュ
型枠」工法等も提案されている。This method is an improvement over the conventional shedding formwork method, in which foam nets such as Mekururas are pasted on both sides of a hollow net frame, concrete is poured inside, and then mortar is sprayed on the surface. Methods such as the ``metouche formwork'' method, in which concrete is poured using concrete, have also been proposed.
従来から用いられてきたｐｃ板、ＡＬＣ板或いはコンク
リートブロック積の建材は、軽輩性、遮音性、断熱性の
各要求特性を全く満たしていない。Conventionally used building materials such as PC boards, ALC boards, and concrete blocks do not meet the required characteristics of lightness, sound insulation, and heat insulation at all.
一方、これを満たすものとして提案されてきた発泡性合
成樹脂と格子状の鉄筋トラスとを組み合わせて構造パネ
ルとするものは軽量という要求特性は満たしているが、
立体トラスの造り方が格子状の鉄筋トラスの多数枚を並
行に並べたうえで支柱鉄筋を渡して溶接による一体化を
図るという手法を採用しているために製造に特別の機構
と多彩な工程を含む機械を必要とし、製造時間も多くな
っていた。On the other hand, structural panels made by combining foamable synthetic resin and lattice-shaped reinforcing truss, which have been proposed to meet this requirement, satisfy the required characteristic of being lightweight.
Three-dimensional trusses are constructed by arranging a large number of lattice-shaped reinforcing trusses in parallel, then passing support reinforcing bars and integrating them by welding, which requires a special mechanism and a variety of manufacturing processes. This required a large amount of machinery, which required a lot of manufacturing time.
すなわち、上記立体トラスの製造は二本の並行に走る鉄
筋を位置決めされた鉄筋の受入れ溝を有するダイスの所
定溝に嵌め込み、ついでこれを所定の角度で交叉する一
定長さのトラス筋を上記鉄筋の上に落とし込むと共にダ
イス上の交叉溝に正確に嵌め込んでから溶接によって一
体化している。In other words, the above-mentioned three-dimensional truss is manufactured by fitting two reinforcing bars running in parallel into a predetermined groove of a die having a receiving groove for the positioned reinforcing bars, and then inserting a truss bar of a certain length that intersects them at a predetermined angle into the above-mentioned reinforcing bars. It is then dropped onto the top of the die, accurately fitted into the intersecting grooves on the die, and then integrated by welding.
これによって二本の並行鉄筋とこれと交叉するトラス筋
による一本の連続した格子状の鉄筋トラスが形成される
。As a result, one continuous lattice-like reinforcing bar truss is formed by two parallel reinforcing bars and a truss bar that intersects with the two parallel reinforcing bars.
次に格子状の鉄筋トラスを所定の長さに切断した単体を
位置を変え構文て状態に並行に多数個差べて送り出し、
上下２本の並行鉄筋の全体に交叉する支持鉄筋を長手方
向と直角に交叉させて渡し、上下から溶接して一体の立
体トラスとしている。Next, the lattice-shaped reinforcing bar truss is cut to a predetermined length, the pieces are repositioned, and a large number of pieces are sent out in parallel.
A support reinforcing bar that intersects the entirety of the two upper and lower parallel reinforcing bars is laid across at right angles to the longitudinal direction, and welded from the top and bottom to form an integrated three-dimensional truss.
以上のように、立体トラスの製造に特別のダイスを使用
したり、製造工程を中断して他の工程にする等の手段を
採用しているので、全体として製造効率が悪かった。ま
た、「メツシュ型枠」工法では支柱のネットフレームが
一般に軟弱であるために柱、梁がある場合にも他に壁鉄
筋を必ずネットフレーム中に建込むことが要求されてお
り、工程的、コスト的に高価なものになっていた。As mentioned above, since measures such as using special dies and interrupting the manufacturing process to start another process are employed to manufacture the three-dimensional truss, the manufacturing efficiency as a whole is poor. In addition, in the "Metshu formwork" construction method, the net frame of the support is generally weak, so even if there are columns and beams, wall reinforcing bars must be built into the net frame. It was becoming expensive.
本発明は、以上の状況に鑑み、軽量で耐火性、断熱性及
び遮音性に優れており、さらに建築現場でも構造的に有
効であると同時に作業性にも優れた立体ワイヤーメツシ
ュトラスから構成される軽量パネルの提供を目的にして
いる。In view of the above circumstances, the present invention consists of a three-dimensional wire mesh truss that is lightweight, has excellent fire resistance, heat insulation and sound insulation properties, is structurally effective at construction sites, and has excellent workability. The aim is to provide lightweight panels that can be used.
そして、この目的は、以下の構成によって達成される。This objective is achieved by the following configuration.
即ち、二層のワイヤーメツシュを所定間隔を保って連続
的に形成し、該ワイヤーメツシュ間を長手方向と直交す
る方向に交互に異なる支柱筋で結合して立体化してから
所定の長さに切断して立体ワイヤーメッシュトラスとし
、各層のワイヤーメツシュをモルタルで包囲すると共に
該モルタル間に芯材を装着させて立体ワイヤーメッシュ
トラスの軽量パネルを製造する。That is, two layers of wire mesh are continuously formed with a predetermined interval maintained, and the wire meshes are connected by different struts alternately in a direction orthogonal to the longitudinal direction to form a three-dimensional structure, and then a predetermined length is formed. A three-dimensional wire mesh truss is produced by cutting the three-dimensional wire mesh truss, and the wire mesh of each layer is surrounded with mortar, and a core material is installed between the mortar to produce a lightweight panel of the three-dimensional wire mesh truss.
上下二層に分けて形成したワイヤーメツシュを連続的に
繰出し、両層の間隔を保って両ワイヤーメソシュ間を支
柱筋で結合して一体化する。この際に、支柱筋はワイヤ
ーメツシュの長手方向と直交する方向に交互に、その傾
斜方向を反対にしておくか、配置位置を順繰にずらして
いる。The wire mesh formed in two layers, upper and lower, is continuously fed out, and the two wire meshes are joined together with struts while maintaining the spacing between the two layers to integrate them. At this time, the strut reinforcements are alternately arranged in a direction orthogonal to the longitudinal direction of the wire mesh, with their inclination directions being opposite, or their positions are shifted in sequence.
立体ワイヤーメッシュトラスを所定の長さに切断してか
ら型枠の中に規定の深さで満たしたモルタルの中に所定
深さだけ押込み、養生固化する。The three-dimensional wire mesh truss is cut to a predetermined length, then pushed into a mold to a predetermined depth into mortar, and cured and solidified.
次いで型枠からモルタル付立体ワイヤーメソシュを取り
出し、さらに反対側のワイヤーメソシュにも同様にモル
タルを包囲固着する。その後両方のモルタル間にヨノズ
、グラスウール、円筒型枠、軽量発泡モルタル、ワラ及
びモミガラセメントの中から所望の芯材を挿入充満Ｌ７
て軽量パネルとして構成する。Next, the three-dimensional wire mesh with mortar is taken out from the formwork, and the wire mesh on the opposite side is similarly surrounded and fixed with mortar. After that, insert the desired core material from Yonozu, glass wool, cylindrical formwork, lightweight foam mortar, straw, and rice husk cement between both mortars and fill L7.
constructed as a lightweight panel.
また、ワイヤーメソシュの片側にのみモルタルを固着さ
せてその上に芯材を装着し、その上から所定厚のモルタ
ルを打設するか、そのまま建築現場に搬入して所定の壁
取付位置に配設してから残りの側にもモルタルを吹付は
打設してもよい。In addition, mortar can be fixed on only one side of the wire mesh, a core material is attached on top of it, and mortar of a specified thickness can be poured over it, or the wire mesh can be transported to the construction site and placed at the specified wall mounting position. After installation, mortar may be sprayed or cast on the remaining sides.
鋼線を巻いたターンテーブル（１）を第１図に示すよう
に、所定数並べ、上下二層の線材（２）、（３）を繰り
出させる。As shown in FIG. 1, a predetermined number of turntables (1) wound with steel wire are lined up, and upper and lower two layers of wire rods (2) and (3) are fed out.
繰り出された線材は緊張機（４）で整列張設された後に
ダブルメツシュ溶接機（５）に入り二つのターンテーブ
ル（６）、（６′）からのけい線材（７）、（８）と交
叉して一体に溶接され、上下二層のワイヤーメツシュ（
９）、（１０）として形成される。The fed wire rods are aligned and stretched by a tensioning machine (4), then enter a double mesh welding machine (5) and intersect with the wire rods (7) and (8) from the two turntables (6) and (6'). It is welded together and has two layers of wire mesh (top and bottom).
9) and (10).
次いで、二層のワイヤーメツシュは順次、支柱筋溶接機
（１２）に搬送され、支柱筋（１３）、（１３′）が溶
接され長材の立体ワイヤーメッシュトラス（１４）を構
成する。Next, the two layers of wire mesh are sequentially conveyed to a strut reinforcement welding machine (12), where the strut reinforcements (13) and (13') are welded to form a long three-dimensional wire mesh truss (14).
支柱筋（１３）、（１３’）の配置は、第２図（イ）、
（ロ）に示す二つの形態がある。第２図（イ）に示す形
態は、互いに反対方向に傾斜した支柱筋（１３）、（１
３′）が立体ワイヤーメツシュトラスの長手方向と直交
する方向に交互に差し込まれ、ワイヤーメソツユ（９）
、（１０）と各支柱筋（１３）、（１３’）を一体に溶
接する。The arrangement of strut reinforcements (13) and (13') is shown in Figure 2 (a).
There are two forms shown in (b). The form shown in FIG.
3') are inserted alternately in a direction perpendicular to the longitudinal direction of the three-dimensional wire mesh truss, and the wire mesh truss (9)
, (10) and each strut reinforcement (13), (13') are welded together.
一方、第２図（ロ）に示すものは、異なる支柱筋（１３
）、（１３’）が立体ワイヤーメッシュトラスの長手方
向と直交する方向に交互に、長手方向に異なる位置にそ
机ぞれ配置されるように差し込まれ、ワイヤーメソシュ
（９）、（１０）と各支柱筋を一体に溶接している。On the other hand, the one shown in Figure 2 (b) is a different strut reinforcement (13
), (13') are inserted in a direction orthogonal to the longitudinal direction of the three-dimensional wire mesh truss so that they are arranged alternately at different positions in the longitudinal direction, and the wire mesh truss (9), (10) and each strut reinforcement are welded together.
長尺連続の立体ワイヤーメッシュトラス（１４）は、次
段階の切断機１５に送られ、所定の長さで切断されて準
位立体ワイヤーメッシュトラス（１６）が誕生する。The long continuous three-dimensional wire mesh truss (14) is sent to the next stage cutting machine 15, where it is cut to a predetermined length to create a level three-dimensional wire mesh truss (16).
単体立体ワイヤーメツシェドラス（１Ｇ）の−例のワイ
ヤーメソシュ（９）を第３図（イ）に示すように、該ト
ラスの両側に設ける表面モルタルの厚さの深さを持つ型
枠（１７）の中に充填した表面モルタルの中に適当な深
さまで埋込む。As shown in Fig. 3(a), the wire mesh (9) of the single solid wire mesh truss (1G) is formed by forming a formwork (with a depth equal to the thickness of the surface mortar) provided on both sides of the truss. 17) Embed it to an appropriate depth in the surface mortar filled in it.
そして、第３図（ロ）のように所定の養住後に脱型し、
これを反対側のワイヤーメソツユ（ｌＯ）にも同様に施
工する。この後第４図のようにこのように製作した両側
にモルタルを備える立体ワイヤーメツシュトラス（１６
）の中に軽量の芯材（１９）を差込んで軽量パネル（２
０）が構成される。Then, as shown in Figure 3 (b), it is removed from the mold after a specified period of curing.
Apply this to the wire mesotsuyu (lO) on the opposite side in the same way. After this, as shown in Fig. 4, the three-dimensional wire mesh truss (16
) into the lightweight panel (2) by inserting the lightweight core material (19) into the
0) is configured.
この際に用いられる芯材（１９）としては、ヨシズ、グ
ラスウール、円筒型枠、軽徒発泡モルタル、ワラ及びモ
ミガラセメント等が適当である。Suitable core materials (19) used in this case include reeds, glass wool, cylindrical forms, foamed mortar, straw, and rice husk cement.
以上のように形成した芯材（１９）を有する立体ワイヤ
ーメツツユトラス（１６）は極めて軽量であるから、建
築現場に大型運搬機を用いることなくｘｉに搬入できる
。Since the three-dimensional wire mesh truss (16) having the core material (19) formed as described above is extremely lightweight, it can be transported to the construction site without using a large transporter.
次いで、間仕切壁として用いる場合には第５図（イ）（
ロ）に示すように、天井面には固定用の軽鉄チャンネル
（２０）をインサートもしくはドライブイツト（２１）
で取付け、スラブ天端には固定用の軽鉄゛アングル（２
２）を同様に取付ける。Next, when using it as a partition wall, see Figure 5 (a) (
As shown in (b), insert a light iron channel (20) for fixation into the ceiling surface or install a drive unit (21).
At the top of the slab, there is a light iron angle (2
Attach 2) in the same way.
これに搬入した立体ワイヤーメッシュトラス（１６）を
建方し、足元固定ボルト（２３）で定着させる。The three-dimensional wire mesh truss (16) carried into this is erected and fixed with foot fixing bolts (23).
以上、詳細に説明したように、本発明による軽量パネル
は、二層のワイヤーメツシュを所定間隔を保って交互に
傾斜方向が反対の支柱筋で立体化しているので二層のワ
イヤーメツシュ間に置かれる芯材は交叉する支柱筋で容
易に保持できると共に大型クレーンを用いることなく簡
単に現場に搬入して手作業で容易に組み立てることがで
きるので短工期で安価に壁等を製作できる。As explained above in detail, the lightweight panel according to the present invention is made of two layers of wire mesh, which are made three-dimensional by alternating struts with opposite inclination directions at a predetermined interval. The core material placed on the wall can be easily held by intersecting struts, and it can also be easily transported to the site and assembled by hand without using a large crane, so walls, etc. can be manufactured in a short construction period and at low cost.
第１図は、立体ワイヤーメツシュトラスの製造を示す工
程図、第２図は立体ワイヤーメツシュトラスの支柱筋の
形態を示す側面図、第３図は片棒の中で、表面モルタル
を立体ワイヤーメッシュトラスに形成する工程図、第４
図は芯材を表面モルタルの間に挿入充満させた場合の側
面図、そして第５図はスラブ、天井間への立体ワイヤー
メツシュトラスから構成の軽量壁を取付ける工程図であ
る。
図において、９、ｌＯは二層のワイヤーメツシュ、１３
．１３’は支柱筋、１６は単位立体ワイヤーメツシュト
ラス、１７は型枠、１９は芯材を示す。
出 願 人 清水建設株式会社
代理人弁理士 阿 部 龍 吉（外２名）第３図
（イ）Fig. 1 is a process diagram showing the manufacturing of a three-dimensional wire mesh truss, Fig. 2 is a side view showing the form of the strut reinforcement of the three-dimensional wire mesh truss, and Fig. 3 is a cross-sectional view of the three-dimensional wire mesh truss. Process diagram for forming mesh truss, 4th
The figure is a side view when the core material is inserted and filled between the surface mortar, and FIG. 5 is a process diagram for installing a lightweight wall consisting of a three-dimensional wire mesh truss between a slab and a ceiling. In the figure, 9, 1O is a two-layer wire mesh, 13
．． 13' is a strut reinforcement, 16 is a unit three-dimensional wire mesh truss, 17 is a formwork, and 19 is a core material. Applicant: Shimizu Corporation Representative Patent Attorney Ryukichi Abe (2 others) Figure 3 (a)
Claims (6)
筋で立体化し、各層ワイヤーメッシュをモルタルで包囲
すると共に該モルタル間に芯材を介在させる立体ワイヤ
ーメッシュトラスから構成する軽量パネル。(1) A lightweight panel consisting of a three-dimensional wire mesh truss in which two layers of wire mesh are made three-dimensional with struts at a predetermined interval, each layer of wire mesh is surrounded by mortar, and a core material is interposed between the mortar.
軽量発泡モルタル、ワラ及モミガラセメントの中の一つ
を用いることを特徴とする特許請求の範囲第１項記載の
立体ワイヤーメッシュトラスから構成する軽量パネル。(2) As a core material, Yoshizu, glass wool, cylindrical formwork,
A lightweight panel constructed from a three-dimensional wire mesh truss according to claim 1, characterized in that one of lightweight foam mortar, straw, and rice husk cement is used.
的に形成し、該ワイヤーメッシュ間を長手方向と直交す
る方向に交互に異なる支柱筋で結合して立体化してから
所定長さに切断する立体ワイヤーメッシュトラスから構
成する軽量パネルの製造方法。(3) Two layers of wire mesh are continuously formed with a predetermined interval maintained, and the wire meshes are connected with different struts alternately in a direction orthogonal to the longitudinal direction to form a three-dimensional structure, and then cut into a predetermined length. A method for manufacturing lightweight panels composed of three-dimensional wire mesh trusses.
とを特徴とする特許請求の範囲第３項記載の立体ワイヤ
ーメッシュトラスから構成する軽量パネルの製造方法。(4) The method for manufacturing a lightweight panel constructed from a three-dimensional wire mesh truss according to claim 3, wherein the different strut reinforcements have mutually opposite inclination directions.
とを特徴とする特許請求の範囲第３項記載の立体ワイヤ
ーメッシュトラスから構成する軽量パネルの製造方法。(5) A method for manufacturing a lightweight panel constructed from a three-dimensional wire mesh truss according to claim 3, wherein different strut reinforcements are located at different positions in the longitudinal direction.
材を装着してから他層のワイヤーメッシュをモルタルで
包囲することを特徴とする特許請求の範囲第３項記載の
立体ワイヤーメッシュトラスから構成する軽量パネルの
製造方法。(6) Consisting of a three-dimensional wire mesh truss according to claim 3, characterized in that one layer of wire mesh is surrounded with mortar, a core material is attached, and then another layer of wire mesh is surrounded with mortar. A method for manufacturing lightweight panels.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7305986A JPS62228547A (en) | 1986-03-31 | 1986-03-31 | Light weight panel constituted of three-dimensional wire mesh truss |
| TR60286A TR24161A (en) | 1986-03-31 | 1986-10-31 | THE SUSLAMIC PROCEDURE FOR THE CONSTRUCTION OF A SAGLAM WIRE CAGE. |
| TR26586D TR24160A (en) | 1986-03-31 | 1986-10-31 | FOR THE MANUFACTURE OF THE LIGHT PANEL MADE WITH SAGLAM WIRE CAGE. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7305986A JPS62228547A (en) | 1986-03-31 | 1986-03-31 | Light weight panel constituted of three-dimensional wire mesh truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS62228547A true JPS62228547A (en) | 1987-10-07 |
Family
ID=13507405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7305986A Pending JPS62228547A (en) | 1986-03-31 | 1986-03-31 | Light weight panel constituted of three-dimensional wire mesh truss |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62228547A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007097566A (en) * | 2005-10-06 | 2007-04-19 | Silver Recycle:Kk | Method for producing water-retaining laying member for greening |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4104842A (en) * | 1977-02-25 | 1978-08-08 | Rockstead Raymond H | Building form and reinforcing matrix |
| JPS5933082A (en) * | 1982-05-14 | 1984-02-22 | マ−チン・モンゾン・インダベ | Apparatus for producing synthetic panel for building by continuous process |
-
1986
- 1986-03-31 JP JP7305986A patent/JPS62228547A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4104842A (en) * | 1977-02-25 | 1978-08-08 | Rockstead Raymond H | Building form and reinforcing matrix |
| JPS5933082A (en) * | 1982-05-14 | 1984-02-22 | マ−チン・モンゾン・インダベ | Apparatus for producing synthetic panel for building by continuous process |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007097566A (en) * | 2005-10-06 | 2007-04-19 | Silver Recycle:Kk | Method for producing water-retaining laying member for greening |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5758463A (en) | Composite modular building panel | |
| US4974381A (en) | Tie anchor and method for manufacturing insulated concrete sandwich panels | |
| US5809725A (en) | Sectional nog structure for fastening a covering element to a foamed plastic slab and construction element incorporating said structure | |
| KR100252612B1 (en) | Building component | |
| US5398472A (en) | Fiber-bale composite structural system and method | |
| EP0208529A1 (en) | Reinforced-concrete building structures | |
| HU213764B (en) | Single-layer or multilayer permanent shutterin for multiple-purpose application to building and process for shaping bearing structures with permanent shutterin | |
| US4037375A (en) | Multi-story floor-ceiling system and method | |
| US20070044426A1 (en) | Lightweight Wall Structure For Building Construction | |
| EP0693597B1 (en) | Modular dowel assembly for fixing a lining element to a panel of an expanded plastic material and structural element incorporating said assembly | |
| US20080216445A1 (en) | Monolithic Buildings and Construction Technology | |
| EP3892786A1 (en) | Linear module for buildings for the making of structural frames of prefabricated buildings with thermal insulation, kit for buildings and prefabricated building thereof | |
| US20060218870A1 (en) | Prestressed concrete building panel and method of fabricating the same | |
| US5501055A (en) | Method for reinforced concrete construction | |
| GB2234276A (en) | Light-weight panel of wire mesh truss used as building wall element | |
| US20100307083A1 (en) | Assembly systems and methods for forming concrete wall structures | |
| US20210363753A1 (en) | Prefabricated wall panel, manufacturing method and structural system | |
| EP0584093B1 (en) | Building elements | |
| JPS62228547A (en) | Light weight panel constituted of three-dimensional wire mesh truss | |
| JPS62228553A (en) | Cylindrical light weight panel constituted of three- dimensional wire mesh truss | |
| WO1997046774A1 (en) | Wall or like structure | |
| JPH0312184B2 (en) | ||
| EP0149433A2 (en) | Prefabricated reinforced plate-shape elements made of thermo-acoustic insulating plastic material, in particular polyurethan resin, comprising a reinforcement for at least one beam of the floor and forming parts of a one-use mold for said floor | |
| JPS62228554A (en) | Cylindrical light weight panel constituted of three- dimensional wire mesh truss | |
| JPH02186027A (en) | Construction of shell-shaped structure |