JPS637619Y2 - - Google Patents

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Publication number
JPS637619Y2
JPS637619Y2 JP16532081U JP16532081U JPS637619Y2 JP S637619 Y2 JPS637619 Y2 JP S637619Y2 JP 16532081 U JP16532081 U JP 16532081U JP 16532081 U JP16532081 U JP 16532081U JP S637619 Y2 JPS637619 Y2 JP S637619Y2
Authority
JP
Japan
Prior art keywords
alc
thin
board
metal lath
reinforcing
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
JP16532081U
Other languages
Japanese (ja)
Other versions
JPS5869624U (en
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 filed Critical
Priority to JP16532081U priority Critical patent/JPS5869624U/en
Publication of JPS5869624U publication Critical patent/JPS5869624U/en
Application granted granted Critical
Publication of JPS637619Y2 publication Critical patent/JPS637619Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は、屋根、外壁あるいは鉄骨構造の被
覆等に用いられる薄肉ALC板に関する。
[Detailed description of the invention] This invention relates to a thin ALC board used for covering roofs, exterior walls, steel structures, etc.

ALC板は軽量であり、断熱・耐火性に優れて
いる等の点によつて汎く賞用されている。しかし
ながら、反面強度的にやや弱く、欠い易いため
ALC板の中に補強材を埋設する必要がある。
ALC boards are widely used because they are lightweight and have excellent heat insulation and fire resistance. However, on the other hand, it is somewhat weak in strength and easily cracks.
It is necessary to embed reinforcement material inside the ALC board.

従来の厚みが20〜50mm程度のいわゆる薄肉
ALC板は第1図に示すように補強材として平メ
タルラス1を版厚の中央部に埋設したもの、また
は第2図に示すように補強材として線径が1.6〜
3.2mmの鉄線を100mm程度の間隔をおいて平面的に
格子状に組んだ格子状補強材2を板厚の中央部に
埋設したものであるが、このような薄肉ALC板
は以下のような欠点を持つている。
So-called thin wall with conventional thickness of about 20 to 50 mm
ALC plates are made by having a flat metal lath 1 buried in the center of the plate thickness as a reinforcing material, as shown in Figure 1, or with a wire diameter of 1.6~
A lattice reinforcement material 2 made of 3.2mm iron wire arranged in a lattice pattern at intervals of about 100mm is buried in the center of the plate thickness. It has its drawbacks.

薄肉ALC板は、取り扱い時での板の表・裏に
おける曲げ強度を均一にしなければならないた
め、平メタルラスおよび格子状補強材の埋設個所
は板厚の中央部に限定され、そのため薄肉ALC
板の長さ方向の曲げ応力に対する補強効果はほと
んどなく、曲げ強度が十分でなかつた。そのた
め、出荷取り扱いおよび運搬時のたわみ・亀裂、
施工時における製品取り扱いのたわみ・亀裂、施
工後のたわみ・亀裂が発生しやすく、はなはだ不
都合な面が多い。従つて、薄肉ALC板の板厚は
従来の前記補強方法では2m程度が限界であり、
また薄肉ALC板を取り付ける下地のスパンも600
mm程度に限定されている。
Thin-walled ALC plates must have uniform bending strength on the front and back sides of the plate during handling, so the embedding of flat metal lath and lattice reinforcement is limited to the center of the plate thickness.
There was almost no reinforcing effect against bending stress in the longitudinal direction of the plate, and the bending strength was insufficient. As a result, bends and cracks may occur during shipping and handling and transportation.
There are many inconvenient aspects, such as bending and cracking during product handling during construction, and easy bending and cracking after construction. Therefore, the thickness of a thin ALC plate is limited to about 2m using the conventional reinforcement method mentioned above.
Also, the span of the base to which the thin ALC board is attached is 600.
It is limited to about mm.

最近、薄肉ALC板の曲げ強度を向上させるた
めに第3図に示すように、横筋3を屈曲山形と
し、その屈曲部に縦筋4を溶接し立体的な格子状
補強材5として用いているものがあるが、平面的
な補強材2を用いたものと同様に耐衝撃性に難点
がある。鉄線を格子状に組んだ補強材は、その格
子の大きさが100mm程度であるため、無補強部分
が大きくなり衝撃時に裏面に達する穴が生じやす
く、さらにALC母材と補強材との剥離が生じ易
いなど耐衝撃性に劣る。また、無補強部分が大き
いため、薄肉ALCパネルを釘・ビスを用いて取
付ける場合、前記パネルに亀裂・欠けが発生しや
すく、さらに釘・ビス打後の保持力が十分でな
い。
Recently, in order to improve the bending strength of thin-walled ALC plates, as shown in Fig. 3, the horizontal reinforcements 3 are made into bent chevron shapes, and the vertical reinforcements 4 are welded to the bent portions to be used as a three-dimensional lattice-like reinforcing material 5. However, similar to those using the planar reinforcing material 2, there is a problem in impact resistance. Since the size of the lattice of the reinforcing material made of iron wires is about 100 mm, the unreinforced area becomes large and holes reaching the back surface are likely to occur during impact, and the ALC base material and the reinforcing material may separate. Impact resistance is poor, such as easy to occur. In addition, since the unreinforced portion is large, when attaching a thin ALC panel using nails or screws, the panel is likely to crack or chip, and furthermore, the holding force after nailing or screwing is insufficient.

平メタルラスを埋設した薄肉ALCパネルは格
子状補強材を埋設したものに比較してパネル全体
が均一に補強されているため耐衝撃性能は向上す
るが、ALC母材の剥離脱落が生じないまでも亀
裂が入り易い。また、平メタルラスは曲がり易
く、それ自身の反りにより製造時に定位置に設置
するのが難しい。
A thin-walled ALC panel with embedded flat metal lath has improved impact resistance because the entire panel is uniformly reinforced compared to one with embedded lattice-like reinforcing material, but the ALC base material does not peel off or fall off. Cracks occur easily. Also, flat metal laths are prone to bending and are difficult to set in place during manufacturing due to their own warping.

この考案は、前述の薄肉ALCパネルの難点を
一挙に解消したもので、その目的は曲げ強度およ
び耐衝撃性等に優れた薄肉ALC板を提供するこ
とにある。
This idea solves all the problems of the thin-walled ALC panels mentioned above at once, and its purpose is to provide a thin-walled ALC board with excellent bending strength, impact resistance, etc.

以下この考案になる薄肉ALC板を第4図、第
5図に示す実施例により説明する。
The thin-walled ALC plate according to this invention will be explained below with reference to the embodiments shown in FIGS. 4 and 5.

このALC板はアコーデオン胴状に折曲した波
形メタルラス6の折曲位置に沿い出隅側に複数本
の鉄筋7を固着した補強材AをALC板B(オート
クレープ養生軽量気泡コンクリート板)中に埋設
してあり、鉄筋7はALC板長手方向に配向し、
複数の平行な鉄筋7は交互にALC板表層あるい
は裏層寄り位置に配置してある。
This ALC board is made of reinforcing material A with multiple reinforcing bars 7 fixed to the protruding corners along the bending position of the corrugated metal lath 6 bent into the shape of an accordion body. The reinforcing bars 7 are oriented in the longitudinal direction of the ALC plate.
A plurality of parallel reinforcing bars 7 are alternately arranged near the surface layer or back layer of the ALC board.

ALC板Bの厚さは20〜50mmの厚さである。20
mm末満では強度、耐火性が不充分で実用性が乏し
く、50mm以上となるとこの考案の薄肉ALC板と
は異なる分野のALC板となり、この考案の補強
材による補強は好適ではない。メタルラスの網目
寸法(網目の最大内径または最大対角線の長さ)
は10〜50mmが好適である。10mm末満ではALC母
材とメタルラスとの接着性が低下し、衝撃により
ALC母材が剥離し易くなる。50mm以上になると
衝撃により部分的に裏面に達する穴があく恐れが
ある。鉄筋の太さは1.6〜3.2mmが好適である。1.6
mm末満では補強効果が不充分であり、ALC板中
に埋設するに当り曲り易く、形状および埋設位置
が不安定となり製造管理に手間がかかり好ましく
ない。3.2mm以上のものは通常20〜50mmの薄肉
ALC板の補強には不要であり、逆に切断等の面
で手間がかかり好ましくない。波形メタルラスの
波形折曲の山の高さ、ピツチは限定されないが、
波の高さはメタルラスを埋設するのでALC板の
厚さに対し限界があることは云うまでもない。
The thickness of ALC plate B is 20 to 50 mm. 20
If the thickness is less than 5 mm, the strength and fire resistance are insufficient and it is not practical, and if it exceeds 50 mm, the ALC board is in a different field from the thin ALC board of this invention, and reinforcement with the reinforcing material of this invention is not suitable. Metal lath mesh dimensions (maximum inner diameter or maximum diagonal length of the mesh)
is preferably 10 to 50 mm. At the end of 10mm, the adhesion between the ALC base material and the metal lath decreases, and the impact
ALC base material becomes easy to peel off. If it is 50mm or more, there is a risk of a hole partially reaching the back side due to impact. The thickness of the reinforcing bars is preferably 1.6 to 3.2 mm. 1.6
If it is less than mm, the reinforcing effect is insufficient, and it is easy to bend when buried in the ALC board, resulting in unstable shape and buried position, which is undesirable as it requires a lot of effort in manufacturing control. Thin walls of 3.2 mm or more are usually 20 to 50 mm.
This is not necessary for reinforcing the ALC board, and on the contrary, it is undesirable because it takes time and effort in terms of cutting, etc. The height and pitch of the corrugated bends of the corrugated metal lath are not limited, but
Needless to say, there is a limit to the thickness of the ALC board since the height of the waves buries the metal lath.

この考案は以上の構成であり、薄肉のALC板
中には、波形メタルラスと鉄筋が一体となつた補
強材が埋設してあり、鉄筋は表層あるいは裏層寄
りに位置に配置してある。従つて、このALC板
は全体がメタルラスによつて均一に補強されて耐
衝撃強度が高く、表裏両層寄りの鉄筋により曲強
度も高い。
This idea has the above structure, and a reinforcing material made up of corrugated metal lath and reinforcing bars is embedded in the thin ALC board, and the reinforcing bars are placed near the surface or back layer. Therefore, this ALC board is uniformly reinforced as a whole with metal lath, and has high impact resistance, and also has high bending strength due to the reinforcing bars on both the front and back layers.

例えば、平メタルラス(平ラス3号相当品)ま
たは格子状補強材(3.2mm径の鉄線を10mm間隔で
格子状に熔着したもの)を埋設した巾600mm,厚
さ50mmの薄肉ALC板はそれぞれ、亀裂発生時曲
げモーメント25Kg・m,破壊時曲げモーメント40
Kg・mであつた。これに対し、本考案の巾600mm,
厚さ50mmのALC板(平ラス3号相当品を波の高
さ30mm,ピツチ50mmで折曲し、その折曲位置出隅
側に添い径2.6mmの鉄筋を合計10本熔着した補強
材を埋設補強したもの)は亀裂発生時曲げモーメ
ントは40Kg・m,破壊時曲げモーメントは60Kg・
mであつた。
For example, a thin ALC board with a width of 600 mm and a thickness of 50 mm has flat metal lath (equivalent to flat lath No. 3) or lattice reinforcement material (iron wires of 3.2 mm diameter welded at 10 mm intervals in a lattice shape) embedded in each. , bending moment when cracking occurs: 25Kg・m, bending moment when breaking: 40
It was Kg・m. In contrast, the width of the present invention is 600 mm,
Reinforcement material made by bending a 50mm thick ALC plate (equivalent to flat lath No. 3) with a wave height of 30mm and a pitch of 50mm, and welding a total of 10 reinforcing bars with a diameter of 2.6mm to the bent corner side. ) has a bending moment of 40Kg・m when a crack occurs, and a bending moment of 60Kg・m when it breaks.
It was m.

このALC板は以上の通りであり、曲げ強度が
高いので、施工時あるいは運搬時の取扱いによる
たわみ・亀裂の発生を考慮すると従来の薄肉
ALC板は板長2m程度が限度であつたが、この考
案のパネルは3.3mまで長くすることができる。
板長を3m以上にすると、外壁として用いた場合、
建築物の階高を1枚の板で建込むことが可能とな
り、施工の合理化、省力化ならびに外観意匠性・
止水性の向上が達成できる。また、メタルラスは
ALC板の全域および板厚の全体に渡るため、
ALC母材との付着性がよく耐衝撃性が優れ、釘、
ビス打ち時の亀裂・欠けの発生がなく、釘、ビス
の保持力も優れている。さらに、鉄筋を固着した
波形に折曲したメタルラスはそれ自体剛性が高
く、保形性がよいので、埋設してALC板を製造
するに当つて平メタルラスのように曲りや反りを
生じることなく、容易にかつ正確に補強材を埋設
してALC板を製造することができる。
As described above, this ALC board has high bending strength, so considering the occurrence of deflection and cracking due to handling during construction or transportation, it is difficult to
ALC boards had a maximum length of about 2m, but the panel of this invention can be made up to 3.3m long.
If the board length is 3m or more, when used as an exterior wall,
It is now possible to increase the floor height of a building using a single board, streamlining construction, saving labor, and improving the appearance and design of the building.
Improved water-stopping properties can be achieved. Also, metal lath
Because it covers the entire area and thickness of the ALC board,
Good adhesion to ALC base material, excellent impact resistance, nails,
There is no cracking or chipping when driving screws, and it has excellent nail and screw holding power. Furthermore, the metal lath, which is bent into a corrugated shape with reinforcing bars fixed to it, has high rigidity and good shape retention, so when it is buried to manufacture ALC plates, it does not bend or warp like flat metal lath. ALC boards can be manufactured by embedding reinforcing materials easily and accurately.

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

第1図、第2図、第3図のa,bはそれぞれ、
平メタルラス、格子状補強材、および立体的な格
子状補強材を埋設した従来のALC板の配筋状態
を示す平面図および断面図、第4図、第5図は実
施例のALC板の一部破断斜視図および縦断面図
である。 1……平メタルラス、2……格子状補強材、3
……横筋、4……縦筋、5……立体的格子状補強
材、6……波形メタルラス、7……鉄筋、A……
補強材、B……ALC板。
a and b in Fig. 1, Fig. 2, and Fig. 3 are respectively,
A plan view and a cross-sectional view showing the reinforcing condition of a conventional ALC board in which flat metal laths, lattice-like reinforcing materials, and three-dimensional lattice-like reinforcing materials are embedded. FIG. 2 is a partially cutaway perspective view and a longitudinal cross-sectional view. 1...Flat metal lath, 2...Lattice reinforcement material, 3
...Horizontal reinforcement, 4 ... Vertical reinforcement, 5 ... Three-dimensional lattice reinforcement, 6 ... Corrugated metal lath, 7 ... Reinforcing bar, A ...
Reinforcement material, B...ALC board.

Claims (1)

【実用新案登録請求の範囲】 (1) 波形メタルラスの波形折曲位置に添い鉄筋を
固着してなつた補強材を厚さ20〜50mmのALC
板に埋設補強してなり前記鉄筋はALC板の表
層あるいは裏層寄り位置に配置してあることを
特徴とする薄肉ALC板。 (2) 鉄筋は線径が1.6mm〜3.2mmである実用新案登
録請求の範囲第1項記載の薄肉ALC板。 (3) 波形メタルラスは網目寸法が10〜50mmである
実用新案登録請求の範囲第1項記載の薄肉
ALC板。
[Scope of Claim for Utility Model Registration] (1) ALC with a thickness of 20 to 50 mm is made by fixing reinforcing bars along the corrugated bending position of the corrugated metal lath.
1. A thin-walled ALC board, characterized in that the reinforcement is embedded in the board and the reinforcing bars are placed near the surface or back layer of the ALC board. (2) The thin-walled ALC board according to claim 1, wherein the reinforcing bars have a wire diameter of 1.6 mm to 3.2 mm. (3) The corrugated metal lath has a mesh size of 10 to 50 mm and is thin as described in item 1 of the utility model registration claim.
ALC board.
JP16532081U 1981-11-05 1981-11-05 Thin ALC board Granted JPS5869624U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16532081U JPS5869624U (en) 1981-11-05 1981-11-05 Thin ALC board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16532081U JPS5869624U (en) 1981-11-05 1981-11-05 Thin ALC board

Publications (2)

Publication Number Publication Date
JPS5869624U JPS5869624U (en) 1983-05-12
JPS637619Y2 true JPS637619Y2 (en) 1988-03-04

Family

ID=29957523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16532081U Granted JPS5869624U (en) 1981-11-05 1981-11-05 Thin ALC board

Country Status (1)

Country Link
JP (1) JPS5869624U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2521263Y2 (en) * 1990-09-11 1996-12-25 日工開発 株式会社 Thin and lightweight cellular concrete panel
JP5313593B2 (en) * 2008-09-05 2013-10-09 旭化成建材株式会社 Lightweight cellular concrete panel
JP5430108B2 (en) * 2008-09-25 2014-02-26 旭化成建材株式会社 Lightweight cellular concrete panel

Also Published As

Publication number Publication date
JPS5869624U (en) 1983-05-12

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