JPH0228542B2 - - Google Patents
Info
- Publication number
- JPH0228542B2 JPH0228542B2 JP57083177A JP8317782A JPH0228542B2 JP H0228542 B2 JPH0228542 B2 JP H0228542B2 JP 57083177 A JP57083177 A JP 57083177A JP 8317782 A JP8317782 A JP 8317782A JP H0228542 B2 JPH0228542 B2 JP H0228542B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- specific gravity
- alc
- panels
- raw materials
- 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 - Lifetime
Links
- 230000005484 gravity Effects 0.000 claims description 20
- 239000002994 raw material Substances 0.000 claims description 14
- 239000011381 foam concrete Substances 0.000 claims description 2
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 claims 1
- 235000012239 silicon dioxide Nutrition 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 24
- 239000004570 mortar (masonry) Substances 0.000 description 18
- 238000000034 method Methods 0.000 description 16
- 238000009415 formwork Methods 0.000 description 15
- 239000002002 slurry Substances 0.000 description 14
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 9
- 238000005520 cutting process Methods 0.000 description 8
- 229910052751 metal Inorganic materials 0.000 description 7
- 239000002184 metal Substances 0.000 description 7
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 6
- 239000004568 cement Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 5
- 238000005187 foaming Methods 0.000 description 5
- 125000006850 spacer group Chemical group 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 4
- 239000013078 crystal Substances 0.000 description 4
- 229910000213 hydrogarnet Inorganic materials 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000006082 mold release agent Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 239000000292 calcium oxide Substances 0.000 description 3
- 235000012255 calcium oxide Nutrition 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000011159 matrix material Substances 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 239000010453 quartz Substances 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000004088 foaming agent Substances 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- MKTRXTLKNXLULX-UHFFFAOYSA-P pentacalcium;dioxido(oxo)silane;hydron;tetrahydrate Chemical compound [H+].[H+].O.O.O.O.[Ca+2].[Ca+2].[Ca+2].[Ca+2].[Ca+2].[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O MKTRXTLKNXLULX-UHFFFAOYSA-P 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000002441 X-ray diffraction Methods 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
Description
【発明の詳細な説明】
本発明は、一体成型された大型ALCパネルに
関し、特に成型時にパネル取付用埋込金具を埋設
した大型ALCパネルに関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a large ALC panel that is integrally molded, and more particularly to a large ALC panel in which panel mounting fittings are embedded during molding.
従来のALC大型パネルは、600mm幅のALCパネ
ルを複数枚集成してなるもので、パネルとしての
一体性に欠けるため強度上の問題があり、またパ
ネルの継ぎ目跡が残り意匠性の点でも好まれなか
つた。本発明はかかる問題点を解決したものであ
る。 Conventional large ALC panels are made by assembling multiple 600mm wide ALC panels, which poses problems in terms of strength due to the lack of integrity as a panel.Also, there are seam marks between the panels, making them undesirable in terms of design. It was rare. The present invention solves these problems.
従来知られている一体成型ALCパネルの製法
としては、大別すると2つの方法があり、型枠内
でパネルを竪型に複数枚同時に成型する竪打式
と、型枠内でパネルを水平に成型する平打式に大
別される。 Conventionally known manufacturing methods for integrally molded ALC panels can be roughly divided into two methods: the vertical casting method, in which multiple panels are simultaneously molded vertically in a formwork, and the method in which panels are formed horizontally in a formwork. It can be roughly divided into flat molding methods.
竪打式は、通常珪酸質原料として珪石等をまた
石灰質原料として普通ポルトランドセメントおよ
び生石灰を主成分とし、アルミニウム粉末で発泡
させ、硬化脱型後、ピアノ線で切断する方式であ
る。一方平打式は、硅石、普通ポルトランドセメ
ントおよび急結セメントを主成分として用い起泡
剤によつて気泡を形成させる方式である。両方式
とも硬化脱型後はオートクレーブ養生を行う。 The vertical driving method is a method in which the main components are usually silica stone as a silicic raw material and ordinary Portland cement and quicklime as calcareous raw materials, which are foamed with aluminum powder, hardened and demolded, and then cut with piano wire. On the other hand, the flat pouring method uses silica stone, ordinary Portland cement, and quick setting cement as main components and forms air bubbles with a foaming agent. For both methods, autoclave curing is performed after hardening and demolding.
竪打式の場合には、モルタルスラリーが型枠上
部から投入されるため落下時の衝撃による気泡の
連結、空気巻き込み等により、空隙、空洞、粗大
気泡発生等の欠陥を生じやすい。また、竪打式の
場合には、発泡によるモルタルの移動距離が大と
なるため、低粘度モルタル(2000cp程度)を必
要とし、これは原料の沈降をひきおこしやすく、
モルタル硬化体の底部と上部とでは、4%以上の
比重差となり品質の均一性に欠けるため、竪方向
の高さは、普通600mm程度に制限さており、それ
以上の大型幅パネルを製作することは困難であ
る。特に、あらかじめ補強鉄筋に埋込金具を固着
してパネル内に埋設する場合には発泡を著しく粗
害することとなり、前記の空隙、空洞、粗大気泡
等の内部欠陥の発生および比重差により生ずる強
度低下が顕著となつて、埋込金具の引抜き強度は
同一パネル内において大きくばらつく。従つてパ
ネルの取付安全性を向上させるためには埋込金具
の周囲に補強鉄筋を密に配置するなどの不経済な
設計を行う必要があつた。また成型中、アルミ粉
末の発泡によるモルタルスラリーの膨張が補強鉄
筋を押上げるために、鉄筋に固着した取付用埋込
金具の位置精度が非常に悪く、施工現場ではパネ
ルを所定位置に設置するのに大変な手間がかかり
工期の延長と施工コストの上昇をもたらすばかり
でなく、埋込金具の位置誤差を吸収する機能を備
えた高価なパネル取付装置を必要としていた。 In the case of the vertical casting type, mortar slurry is poured from the top of the formwork, so defects such as voids, cavities, and coarse bubbles are likely to occur due to the connection of air bubbles and air entrainment due to the impact of falling. In addition, in the case of the vertical hammer type, since the mortar travels a long distance due to foaming, a low viscosity mortar (about 2000 cp) is required, which tends to cause settling of the raw material.
There is a difference in specific gravity of more than 4% between the bottom and top of the hardened mortar, resulting in a lack of uniformity in quality, so the vertical height is normally limited to about 600mm, and it is not possible to manufacture panels with a larger width than that. It is difficult. In particular, if the embedding metal fittings are fixed to the reinforcing reinforcing bars in advance and then buried in the panel, the foaming will be severely damaged, and the strength will be reduced due to the occurrence of internal defects such as voids, cavities, and coarse air bubbles, as well as the difference in specific gravity. This becomes noticeable, and the pull-out strength of the embedded metal fittings varies greatly within the same panel. Therefore, in order to improve the installation safety of the panel, it has been necessary to use an uneconomical design such as densely arranging reinforcing bars around the embedded fittings. Additionally, during molding, the expansion of the mortar slurry due to the foaming of aluminum powder pushes up the reinforcing reinforcing bars, making the positioning accuracy of the mounting brackets fixed to the reinforcing bars very poor, making it difficult to install the panels in the specified positions at the construction site. Not only does this require a lot of time and effort, prolonging the construction period and increasing construction costs, but it also requires expensive panel mounting equipment that has a function to absorb positional errors of embedded metal fittings.
一方、平打式の場合には、高温高圧蒸気養生前
にナイフにより均整された上面は、ち密な平滑面
となり仕上材の付着性が悪いという欠点を有す
る。また、急結性セメントを使用するため製品内
部にハイドロガーネツトの結晶を生じ、強度低下
の因となり、コスト的にも高くなる。 On the other hand, in the case of the flat hammer type, the upper surface, which is leveled with a knife before curing with high-temperature and high-pressure steam, has the disadvantage that it becomes a dense, smooth surface with poor adhesion of finishing materials. Furthermore, since rapid-setting cement is used, hydrogarnet crystals are formed inside the product, which causes a decrease in strength and increases cost.
本発明は、上記従来の欠点を解消したものであ
り、気泡が均一で、パネル内の比重差が少く、幅
広パネルの製作が可能となると同時に開口部作成
が容易な大型ALCパネルである。 The present invention solves the above-mentioned conventional drawbacks, and is a large ALC panel with uniform air bubbles, small differences in specific gravity within the panel, and the ability to manufacture wide panels and facilitate the creation of openings.
本発明パネルは、たとえば平打式により、急結
性セメント等ハイドロガーネツトを生成する原料
を用いずに製造され、高温高圧蒸気養生後にパネ
ルの表面およびまたは裏面を全面にわたつて切削
加工することができる。切削加工により、本発明
パネルの表面および裏面は、一見平滑な切削面と
なるが切削により気泡の細かい凹部が全面にほぼ
均一に露出し、ほどよい粗面が形成され、仕上材
の付着に極めて好適な面が形成される。仕上剤付
着性の点からは、気泡形成は起泡剤によるよりも
アルミ粉末による方が好ましい。オートクレーブ
前にピアノ線カツトした面も、仕上材の付着は極
めて良好である。 The panels of the present invention are manufactured by, for example, a flat hammering method without using raw materials that produce hydrogarnets such as quick-setting cement, and after curing in high-temperature, high-pressure steam, the entire surface and/or back surface of the panel can be cut. can. Through the cutting process, the front and back surfaces of the panels of the present invention appear to have smooth cut surfaces at first glance, but due to the cutting, fine concave areas with air bubbles are exposed almost uniformly over the entire surface, and a moderately rough surface is formed, making it extremely difficult for the adhesion of finishing materials. A suitable surface is formed. From the point of view of finish adhesion, it is preferable to form bubbles with aluminum powder rather than with a foaming agent. The finish material adheres very well to the surface where the piano wire was cut before autoclaving.
また、本発明パネルは、パネル内任意の2部分
の絶乾かさ比重をρ1,ρ2(ρ2≧ρ1)とした場合、
ρ2−ρ1/ρ1が常に0.02以下、好ましくは0.005以下と
なり、パネル内比重差すなわち比重差のほとんど
ないパネルである。従来のALCパネルで広幅の
ものが得られなかつた原因の一つは、パネル内幅
方向の比重差、すなわち剛性の差、強度差が大き
くなるため、パネルのたわみが不均一となり局部
的な破懐をおこしやすくなるためである。開口パ
ネルの場合は特にこの点が問題となる。パネル内
比重差の測定は、サンプルとしてパネルの厚み方
向に対してパネルに直角に切り抜いた10cm角の立
方体を用い、その他測定条件はJIS A 5416に準
じて行う。 Further, in the panel of the present invention, when the absolute dry bulk specific gravity of any two parts within the panel is ρ 1 and ρ 2 (ρ 2 ≧ρ 1 ),
ρ 2 −ρ 1 /ρ 1 is always 0.02 or less, preferably 0.005 or less, and the panel has almost no difference in specific gravity within the panel, that is, there is almost no difference in specific gravity. One of the reasons why it was not possible to obtain wide width panels with conventional ALC panels is that the difference in specific gravity in the inner width direction of the panel, that is, the difference in rigidity and strength, increases, which causes uneven panel deflection and local breakage. This is because it makes it easier to raise money. This point is particularly problematic in the case of apertured panels. The measurement of the difference in specific gravity within a panel uses a 10 cm cube cut out perpendicular to the panel in the thickness direction of the panel as a sample, and other measurement conditions are conducted in accordance with JIS A 5416.
本発明パネル寸法は、パネル幅900mm以上好ま
しくは1500mm以上、パネル長さ2400mm以上好まし
くは3000mm以上、パネル厚100mm以上好ましくは
121mm以上である。 The panel dimensions of the present invention include a panel width of 900 mm or more, preferably 1,500 mm or more, a panel length of 2,400 mm or more, preferably 3,000 mm or more, and a panel thickness of 100 mm or more.
It is 121mm or more.
本発明パネルの原料としては、通常のALCに
用いられる原料が使用できるが、オートクレーブ
養生によつてハイドロガーネツトを生成するもの
は好ましくない。原料のC/Sは0.8以下が好ま
しい。オートクレーブによる蒸気養生はゲージ圧
8〜12Kg/cm2の飽和蒸気による一般的な条件が用
いられる。製品のマトリツクス部分(鉄筋等を除
いた部分)のかさ比重は、0.40〜1.00が好まし
く、特に0.45〜0.60がこのましい。 As raw materials for the panels of the present invention, raw materials commonly used in ALC can be used, but materials that produce hydrogarnet through autoclave curing are not preferred. The C/S of the raw material is preferably 0.8 or less. For steam curing in an autoclave, general conditions using saturated steam with a gauge pressure of 8 to 12 kg/cm 2 are used. The bulk specific gravity of the matrix portion (the portion excluding reinforcing bars, etc.) of the product is preferably 0.40 to 1.00, particularly preferably 0.45 to 0.60.
本発明パネルは、要すればオートクレーブ養生
後、パネルの表面に切削加工を施すことができ、
離型剤含浸面およびまたはピアノ線等による均整
面を切除することができる。切削加工によりパネ
ル表面は気泡の露出した平滑な面となりパネル内
比重差が小さいため気泡孔は全面均一となるので
塗料の浸透が一様となり、外装塗料の塗りムラが
減少し、付着性も向上し、また塗布量が減少す
る。 The panel of the present invention can be subjected to cutting processing on the surface of the panel after autoclave curing, if necessary.
The surface impregnated with a mold release agent and/or the surface leveled with piano wire or the like can be cut out. Due to the cutting process, the panel surface becomes a smooth surface with exposed air bubbles, and because the difference in specific gravity within the panel is small, the air bubble pores are uniform over the entire surface, so the paint penetrates evenly, reducing uneven coating of exterior paint and improving adhesion. However, the amount of coating will also decrease.
また、本発明パネルは鉄筋回りに存在する空隙
の最大幅が高々鉄筋径の1/2であるから、補強鉄
筋とALCマトリツクス(鉄筋等以外の部分)と
の付着強度も大きく、パネルとして性能のすぐれ
たものである。 In addition, in the panel of the present invention, the maximum width of the void that exists around the reinforcing bars is at most 1/2 of the diameter of the reinforcing bars, so the adhesion strength between the reinforcing bars and the ALC matrix (parts other than reinforcing bars, etc.) is high, and the performance of the panel is improved. It is excellent.
以下本発明を実施例に基いて詳細に設明する。 The present invention will be explained in detail below based on examples.
第1図および第2図に示すように、型枠底板1
にALCパネルの寸法に合せて側枠部剤2を平行
に移動した後、自存に固定する。型枠底板1およ
び側枠部材2には、あらかじめ離型剤を塗布して
おく。型枠底板1の大きさは、幅1800mm〜2600
mm、長さ4000mm〜8000mm、側枠部材2は高さ100
〜250mm程度のものの生産が可能である。なお、
前記型枠の寸法内で、幅方向および長さ方向を分
割して、複数のパネルを生産することも可能であ
る。第2図に示す型枠底板1は、平型のパネル生
産用のものであるが、凹凸を有する底板を用いれ
ば、異型断面のパネルの生産も可能である。次
に、あらかじめ構成した補強鉄筋3を、型枠内に
設置し、鉄筋3に固着した埋込金具4を利用し
て、鉄筋固定用治具5により正確な位置に固定す
る。同様に開口部形成のためのスペーサー6も正
確な位置に固定し、開口部へのモルタルスラリー
の侵入を防止しておく。スペーサーは開口部の大
きさに応じて幅300mmから2100mmまで数種の寸法
のものが準備される。スペーサーの材質としては
鉄、ステンレススチール、プラスチツク、ゴム、
アルミニウムなどが用いられる。このように準備
した型枠に、平打方式によつてモルタルスラリー
を注入する。モルタルスラリーの配合は、硅石粉
50重量部、普通ポルトランドセメント40重量部、
生石灰10重量部、水60重量部、アルミニウム粉末
0.07重量部である。注入されたモルタルスラリー
は、竪打方式に比べて落下距離が短いため、落下
衝撃による気泡の集積や、空気の巻き込みによる
粗大気泡、空隙、空洞等の発生がわずかである。
また発泡高さが低いため、高粘性のモルタルスラ
リーの注入が可能であり、成型水量を低減するこ
とができる結果、硬化時間の短縮が可能である。
脱型までの所要時間は、従来の竪打方式と比較し
て約2分の1から3分の1とすることができる。
この高粘度のモルタルスラリー(2500cp以上)
は、原料の分離沈降が少いため、型枠内での比重
のばらつきを小さくすることができ、強度的に均
質な大型パネルの作製が可能である。従来の竪打
方式では、モルタルスラリー上部と下部との比重
差は4%以上となり、パネル一枚の幅方向にこの
比重差が存在することになるが、本発明の方式で
は、モルタルスラリーの発泡高さを低く抑えてい
るため、モルタルスラリーの上部と下部との比重
差は0.4%程度であり、パネル一枚の幅方向には
ほとんど比重差が存在しないことになる。この結
果、パネル取付後大きな荷重が集中して作用する
埋込金具の引抜き強度を安全せしめることが可能
である。ここでいう比重とは、JIS A 5416「オ
ートクレーブ養生した軽量気泡コンクリート製
品」に規定する試験方法が準じて計測した値であ
る。さらに、発泡時のモルタルスラリーによる補
強鉄筋の押し上げもほとんど無く、鉄筋の位置精
度および金物の位置精度の極めて良好なパネルの
生産が可能である。また、鉄筋上側に発生するモ
ルタルスラリー中の水分および気泡の集積もごく
わずかであり、オートクレーブ養生後大きな空隙
となつて残存することは極めて稀である。このよ
うに注入したモルタルスラリーは、予備養生後所
定の強度に達した段階で側枠をはずし、開口部用
のスペーサーを取り除き、ピアノ線等で切断して
所定のパネル厚にそろえて、オートクレブ養生を
行う。 As shown in FIGS. 1 and 2, the formwork bottom plate 1
After moving the side frame member 2 in parallel according to the dimensions of the ALC panel, fix it freely. A mold release agent is applied to the mold bottom plate 1 and the side frame members 2 in advance. The size of the formwork bottom plate 1 is 1800mm to 2600mm wide.
mm, length 4000mm to 8000mm, side frame member 2 height 100mm
It is possible to produce items with a diameter of ~250mm. In addition,
It is also possible to produce a plurality of panels by dividing the formwork in the width direction and length direction within the dimensions of the formwork. Although the formwork bottom plate 1 shown in FIG. 2 is for producing flat panels, it is also possible to produce panels with irregular cross sections by using a bottom plate with unevenness. Next, the reinforcing reinforcing bars 3 configured in advance are installed in the formwork, and are fixed in accurate positions by a reinforcing bar fixing jig 5 using the embedded fittings 4 fixed to the reinforcing bars 3. Similarly, the spacer 6 for forming the opening is also fixed at a precise position to prevent mortar slurry from entering the opening. Spacers are available in several sizes, ranging from 300mm to 2100mm in width, depending on the size of the opening. Spacer materials include iron, stainless steel, plastic, rubber,
Aluminum etc. are used. Mortar slurry is injected into the formwork prepared in this manner by a flat pouring method. The mortar slurry composition is silica powder.
50 parts by weight, 40 parts by weight of ordinary Portland cement,
10 parts by weight of quicklime, 60 parts by weight of water, aluminum powder
It is 0.07 part by weight. Since the injected mortar slurry falls over a shorter distance than in the vertical driving method, there is little accumulation of air bubbles due to impact from falling, and the occurrence of coarse air bubbles, voids, cavities, etc. due to air entrainment.
Furthermore, since the foaming height is low, it is possible to inject a highly viscous mortar slurry, and as a result, the amount of molding water can be reduced, and as a result, the curing time can be shortened.
The time required for demolding can be reduced to approximately one-half to one-third compared to the conventional vertical hammering method.
This high viscosity mortar slurry (over 2500cp)
Because there is less separation and sedimentation of raw materials, it is possible to reduce the variation in specific gravity within the formwork, and it is possible to produce large panels with uniform strength. In the conventional vertical driving method, the difference in specific gravity between the upper and lower parts of the mortar slurry is 4% or more, and this difference in specific gravity exists in the width direction of one panel, but in the method of the present invention, the mortar slurry is foamed. Since the height is kept low, the difference in specific gravity between the upper and lower parts of the mortar slurry is about 0.4%, and there is almost no difference in specific gravity in the width direction of one panel. As a result, it is possible to secure the pull-out strength of the embedded fitting, which is subjected to a large concentrated load after the panel is attached. The specific gravity referred to here is a value measured according to the test method specified in JIS A 5416 "Lightweight cellular concrete products cured in an autoclave". Furthermore, there is almost no pushing up of reinforcing reinforcing bars by mortar slurry during foaming, making it possible to produce panels with extremely good positioning accuracy of reinforcing bars and hardware. In addition, the accumulation of moisture and air bubbles in the mortar slurry that occurs above the reinforcing bars is very small, and it is extremely rare for large voids to remain after autoclave curing. When the mortar slurry injected in this way reaches a predetermined strength after pre-curing, the side frame is removed, the spacer for the opening is removed, the panel is cut with piano wire, etc. to the predetermined panel thickness, and then autoclave cured. I do.
したがつて、本発明パネルは鉄筋の位置精度お
よび金物位置精度が良好であり、かつ前記鉄筋固
定用治具5を利用して型枠底面1に対して垂直に
支持したために、モルタルが半可塑姓に硬化した
時点で鉄筋固定用治具5を鉛直に引抜くことによ
り、パネル表面より埋込金具に連続する位置精度
の良い開口を作製することが可能である。 Therefore, in the panel of the present invention, the positional accuracy of the reinforcing bars and the hardware are good, and since the reinforcing bar fixing jig 5 is used to support the panel perpendicularly to the bottom surface 1 of the formwork, the mortar is semi-plastic. By vertically pulling out the reinforcing bar fixing jig 5 once the reinforcing bar has completely hardened, it is possible to create an opening with good positional accuracy that continues from the panel surface to the embedded metal fitting.
オートクレーブ養生後の組成物のX線回析では
本発明で用いる硅酸質原料すなわち普通ポルトラ
ンドセメンドと生石灰を使用した場合にはトバモ
ライト結晶と石英とが存在する。 X-ray diffraction of the composition after autoclave curing reveals the presence of tobermorite crystals and quartz when the siliceous raw materials used in the present invention, ie, common Portland cement and quicklime, are used.
一方、従来の平打方式において、急結性セメン
トとしてアルミナセメントを使用した場合には、
トバモライト、石英の他に、X線的に確認しうる
ハイドロガーネツト結晶の生成が認められる。こ
のハイドロガーネツト結晶の強度発現性は極めて
低く、石英と共存する場合、パネル強度は大幅に
低減し、アルミナセメントを用いないパネルと同
一の強度を得るためには、パネル比重を高める必
要が生じ、使用原料の増加、パネル重量の増加等
の幣害を招く結果となる。 On the other hand, when alumina cement is used as the quick setting cement in the conventional flat casting method,
In addition to tobermorite and quartz, hydrogarnet crystals that can be confirmed by X-rays are also observed. The strength development of this hydrogarnet crystal is extremely low, and when it coexists with quartz, the panel strength is significantly reduced, and in order to obtain the same strength as a panel that does not use alumina cement, it is necessary to increase the panel specific gravity. This results in damage such as an increase in the amount of raw materials used and an increase in the weight of the panel.
次に、オートクレーブ養生を終了したパネル
は、型枠底面と接する面に切削加工を施し、離型
剤の含浸部分を切削するとともにパネル表面を平
滑にして仕上げられる。この切削加工は機械加工
によつて行うため、非常に平面精度が優れてい
る。その上離型剤の含浸部分が切除されているの
でパネル表面に色むらは全く見られない。またパ
ネルの表面状態は第3図に示すごとく気泡断面の
露出した面となるため、仕上塗料の付着性が良
く、付着強度のばらつきもわずかである。オート
クレーブ養生前にピアノ線カツトした面も仕上材
の付着は極めて良好である。 Next, the panel that has been cured in the autoclave is finished by cutting the surface in contact with the bottom of the mold, cutting off the part impregnated with the mold release agent, and smoothing the panel surface. Since this cutting process is performed by machining, the plane accuracy is extremely excellent. Moreover, since the part impregnated with the mold release agent is removed, no color unevenness is observed on the panel surface. Furthermore, since the surface of the panel is such that the cross section of the bubbles is exposed as shown in FIG. 3, the adhesion of the finishing paint is good and there is little variation in adhesion strength. The finishing material adhered extremely well to the surface where the piano wire was cut before autoclave curing.
以上で説明した方法により、パネルの四隅に埋
込金具を設けた幅1800mm、長さ3700mm、厚さ125
mmのALC大型パネルを製造し得られたパネルの
幅方向両端部のかさ比重(ALCマトリツクス部)
を測定したところρ2−ρ1/ρ1はいずれも0.02以下に
納まることが確認できた。寸法精度も長さ、幅が
1.0mm以内、厚さ0.5mm以内であつた。また埋込金
具も所定の位置に精度良く配置されていた。 By the method explained above, a panel with a width of 1800 mm, a length of 3700 mm, and a thickness of 125 mm with embedded metal fittings installed at the four corners of the panel.
Bulk specific gravity at both ends of the panel in the width direction (ALC matrix part) obtained by manufacturing a large-sized ALC panel (mm)
When measured, it was confirmed that ρ 2 −ρ 1 /ρ 1 were all within 0.02. Dimensional accuracy, length and width
The thickness was within 1.0 mm and the thickness was within 0.5 mm. In addition, the embedded metal fittings were placed in the predetermined positions with good precision.
以上の通り、本発明は従来の竪打式、平打式の
問題点を解決したものであり、比重および強度の
ばらつきが少い、原料価格が低廉である、大開口
部を設けることができる、など多くの特徴を有す
る大型のALCパネルである。 As described above, the present invention solves the problems of the conventional vertical hammering type and flat hammering type, and has small variations in specific gravity and strength, low raw material costs, and the ability to provide a large opening. This is a large ALC panel with many features such as
第1図は本発明の実施例に用いた型枠の斜視
図、第2図はその断面図、第3図は本発明による
ALCパネルの切削加工断面拡大図である。
1…型枠底板、2…側枠、3…補強鉄筋、4…
埋込金具、5…鉄筋固定用治具、6…開口部用ス
ペーサー、7…ALCパネル、8…気泡断面。
Fig. 1 is a perspective view of a formwork used in an embodiment of the present invention, Fig. 2 is a sectional view thereof, and Fig. 3 is a formwork according to the present invention.
FIG. 2 is an enlarged cross-sectional view of the ALC panel after cutting. 1... Formwork bottom plate, 2... Side frame, 3... Reinforcement bar, 4...
Embedded metal fittings, 5... jig for fixing reinforcing bars, 6... spacers for openings, 7... ALC panels, 8... bubble cross sections.
Claims (1)
する高温高圧蒸気養生軽量気泡コンクリート(以
下ALCという)パネルであつて、パネル内任意
の2部分の絶乾かさ比重をρ1,ρ2(ρ2≧ρ1)とし
た場合、ρ2−ρ1/ρ1が常に0.02以下で、かつ、パネ ル取付用埋込金具が2個以上パネル一表面に開孔
して埋設されてなることを特徴とするパネル幅
900mm以上、パネル長さ2400mm以上、パネル厚さ
100mm以上の大型ALCパネル。[Scope of Claims] 1. A high-temperature, high-pressure steam-cured lightweight cellular concrete (hereinafter referred to as ALC) panel whose main raw materials are powdered silicic acid raw materials and calcareous raw materials, and the absolute dry bulk specific gravity of any two parts in the panel is ρ. 1 , ρ 2 (ρ 2 ≧ρ 1 ), ρ 2 - ρ 1 /ρ 1 is always 0.02 or less, and two or more panel mounting embedding fittings are drilled and embedded on one surface of the panel. Panel width characterized by
900mm or more, panel length 2400mm or more, panel thickness
Large ALC panel over 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57083177A JPS5841754A (en) | 1982-05-19 | 1982-05-19 | Large size alc panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57083177A JPS5841754A (en) | 1982-05-19 | 1982-05-19 | Large size alc panel |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3104408A Division JP2562850B2 (en) | 1991-05-09 | 1991-05-09 | Large ALC panel manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5841754A JPS5841754A (en) | 1983-03-11 |
| JPH0228542B2 true JPH0228542B2 (en) | 1990-06-25 |
Family
ID=13795003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57083177A Granted JPS5841754A (en) | 1982-05-19 | 1982-05-19 | Large size alc panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5841754A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60172599A (en) * | 1984-02-17 | 1985-09-06 | 凸版印刷株式会社 | Transfer paper for hydraulic transfer |
-
1982
- 1982-05-19 JP JP57083177A patent/JPS5841754A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5841754A (en) | 1983-03-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107268878B (en) | How to make and install prefabricated sandwich wall panels | |
| JPH0228542B2 (en) | ||
| JP2562850B2 (en) | Large ALC panel manufacturing method | |
| JPH0228541B2 (en) | ||
| CN106192699B (en) | A kind of same phase out-phase road surface cutting method and device | |
| WO1998047679A1 (en) | Procedure for casting of building element; the lt-method | |
| JPH0435438B2 (en) | ||
| JPS5845146A (en) | Alc large size panel | |
| JPS58110459A (en) | Alc wide panel | |
| US20050284100A1 (en) | Wall structure and method for constructing same | |
| EP3719229A9 (en) | Concrete floor panel, method of production of such panel and floor made of this panel | |
| RU2064408C1 (en) | Method of moulding building blocks | |
| JPH0463179B2 (en) | ||
| JPH0525829B2 (en) | ||
| JPH08216126A (en) | Manufacturing method of concrete board with uneven pattern | |
| CN115627890B (en) | Folded surface UHPC outer wall cladding board and manufacturing process thereof | |
| BE1032807B1 (en) | PREFABRICATION, BUILDING FROM PREFABRICATION AND METHOD FOR CONSTRUCTING A BUILDING FROM PREFABRICATION | |
| KR200208378Y1 (en) | Apparatus of construction in slate and bearing wall applied to the concrete architectural structure | |
| EP3470194A1 (en) | Prefabricated building panels | |
| JPH0242043B2 (en) | ||
| JPH0463036B2 (en) | ||
| JP2622489B2 (en) | Method of manufacturing radio wave absorbing wall panel | |
| CN114775999A (en) | Template of curved structure arc section beam plate and construction method thereof | |
| JPS6343208B2 (en) | ||
| CN116575611A (en) | Formwork-free construction method for concrete constructional column in autoclaved aerated concrete slab system |