JPS5941217A - Manufacture of sheet for light foamed concrete construction - Google Patents

Manufacture of sheet for light foamed concrete construction

Info

Publication number
JPS5941217A
JPS5941217A JP5114383A JP5114383A JPS5941217A JP S5941217 A JPS5941217 A JP S5941217A JP 5114383 A JP5114383 A JP 5114383A JP 5114383 A JP5114383 A JP 5114383A JP S5941217 A JPS5941217 A JP S5941217A
Authority
JP
Japan
Prior art keywords
slurry
metal lath
concrete construction
manufacture
sheet
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
JP5114383A
Other languages
Japanese (ja)
Inventor
洋明 柳田
生野 民人
川名 汎
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 Kasei Corp
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Asahi Kasei Kogyo KK
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, Asahi Kasei Kogyo KK filed Critical Asahi Chemical Industry Co Ltd
Priority to JP5114383A priority Critical patent/JPS5941217A/en
Publication of JPS5941217A publication Critical patent/JPS5941217A/en
Pending legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (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】 この琴明け、間仕切蛍、外麓、野地板あるいは鉄飼打イ
】青の仮構などに使用されるオートクレーブ養生された
軽気気泡コンクリートの建築用湧仮の改良およびその製
造方法に関する。
[Detailed Description of the Invention] Improvements in the construction of light aerated foamed concrete that has been cured in an autoclave and is used for temporary structures such as kotoake, partitions, outer footboards, field boards, and iron fences. Regarding the manufacturing method.

現在製作されている声1常のALCl反は板厚100−
−以上イ11j強鉄肋5IIImφ以上である。それに
対し出〜、0人は通常のALC板に加えて板厚が20〜
50−、、で、 メタルラス補強したALc薄板を開発
し、実用化に成功している。その人LC薄板およびその
製造方法について1汁;jえば実公昭52−15049
号公報、特公昭48−17562号公報に開示した辿り
であるが、その要点について説明すると、一般に微粉砕
された珪酸物質、石灰・白質および全綱アルミニウムな
どの発泡剤に水を添加混合してスラリーとなし、ホ1図
、42図に示すように、支持治具となるセット棒1を間
隔をおいて補強材となるメチルラス20両側に配置し、
これケ挾持させ型枠5内に入れ、前記スラIJ −f 
A線に示す尚さまで注入して静[aする。次いでスラリ
ーが9fllし、B線に示す尚さまで増翰して半硬化状
、11(に違した後、セット悴1を引抜き、次いで脱型
してメタルラス2.21L+1全切断Meに沿って切断
し、その陵オートクレーブ養生して製造するものである
。セット棒の引抜きをスラリーが半硬化(セット棒の引
抜き孔が残る状態ノするまで待つのは、スラリーが流動
性を保持している間にセットmt−引抜くと、メタルラ
スがスラリー中で移動し、碩品板厚501以下の場合に
は、メタルラスが製品表面近傍に偏圧したり、甚だしき
場合にはメタルラスが板厚内に納まらずピアノ線号によ
る切1PIT金不姐とするおそれがあつfcためである
The currently produced ALCl sheet has a thickness of 100-
-It is more than A11j strong iron rib 5IIImφ or more. On the other hand, 0 people have a board thickness of 20~ in addition to the normal ALC board.
50-, an ALc thin plate reinforced with metal lath was developed and successfully put into practical use. About the person's LC thin plate and its manufacturing method;
This is the process disclosed in Japanese Patent Publication No. 48-17562, but to explain the main points, generally, water is added to and mixed with a foaming agent such as finely pulverized silicic acid material, lime/white matter, and whole steel aluminum. As shown in Fig. 1 and Fig. 42, set rods 1, which serve as supporting jigs, are placed at intervals on both sides of methyl lath 20, which serves as a reinforcing material.
This is then held and put into the formwork 5, and
Inject at the point indicated by line A and continue. Next, the slurry was made into 9 fll, expanded to a semi-hardened state as shown in line B, and then turned into a semi-hardened state.After that, the set plate 1 was pulled out, and then the mold was removed and cut along the metal lath 2.21L + 1 full cut Me. The slurry is manufactured by curing it in an autoclave.The reason to wait until the slurry is semi-hardened (a state in which holes for pulling out the set rod remain) is to set it while the slurry retains its fluidity. When drawing mt-, the metal lath moves in the slurry, and if the finished product plate thickness is 501 mm or less, the metal lath may be biased near the product surface, or in even worse cases, the metal lath may not fit within the plate thickness and the piano wire number This is because there is a risk that cutting 1 PIT due to fc may result in failure.

したかつて、以上のような方法によって製造されり製品
には補強のメタルラスに沿ってセット111を抜′f!
収った跡に孔4が残る。この孔4を埋めるために、原料
と同一組成のスラリーまたはモルタルを注入するとか、
あるいは原料スラリーの圧入τ二重に分けて行い、先ず
第1回注入のスラリーがやや硬化してメタルラスに自立
性が生じた時点でセット$1を引き抜き、さらに必要−
1のスラリー【注入する方法が工夫された、しかしこれ
らの方法は製造時間を延引するし、径が細く、かつ比較
的長い抜取り孔にスラリーやモルタルを充分に注入する
ことは必ずしも容易でなかった。したがって従来はこの
引抜き孔を改めて光櫃することなく、孔のあいたまま、
最終製品としている場合が多かった。
Once upon a time, a set 111 was removed along the reinforcing metal lath from the product manufactured by the above method!
Hole 4 remains where it has settled. In order to fill the holes 4, slurry or mortar having the same composition as the raw material may be injected, or
Alternatively, the raw material slurry should be press-fitted twice, and when the slurry from the first injection has hardened a little and the metal lath has become self-supporting, the set $1 should be pulled out, and if necessary -
1. Slurry injection methods have been devised, but these methods prolong production time, and it is not always easy to inject a sufficient amount of slurry or mortar into a small diameter and relatively long extraction hole. . Therefore, in the past, the extraction hole was left open without being re-lit.
In many cases, it was used as a final product.

ところで前記ALC建築用薄板はその板厚が50原のも
のが多い。そして、第4図のようにその長さ方向断面F
i略中心部にメタルラス2があり、これ全挟持したセッ
ト棒1の抜取り孔4゜4も中央部に存在し、両表面層か
ら比較的離れており、仮の隅部を面取り加工してもその
孔4゜4が、使用時に目地となる面取部に露出すること
は少ない。しかしこのALO建築用薄板の板厚が特に3
5閘程吸以下となるとセット袢の抜取り孔4が絹5図に
示すように面取部に露出する可能性があり、かつ板厚が
淘くなるほど抜取り孔の占める窒隙体噴が密実部に対し
て相対的に増加するので、強度的にもこの空隙部を充填
しておくことが好ましい。さらにメタルラスをできるだ
け正しく仮の中心部に埋6′(する必賛がある。
By the way, many of the ALC thin plates for construction have a thickness of 50 mm. Then, as shown in Fig. 4, the longitudinal cross section F
i There is a metal lath 2 approximately in the center, and the extraction hole 4゜4 for the set rod 1 that is completely clamped therein also exists in the center and is relatively far from both surface layers, so even if the corners are temporarily chamfered, The hole 4°4 is rarely exposed to the chamfered portion that becomes a joint during use. However, the thickness of this ALO architectural thin plate is 3.
If the suction is less than 5 inches, there is a possibility that the extraction hole 4 of the set upholstery will be exposed at the chamfered part as shown in Figure 5, and the thinner the plate becomes, the more dense the nitrogen gap occupied by the extraction hole becomes. Since the gap increases relative to the area, it is preferable to fill this gap from the viewpoint of strength. Furthermore, it is essential to bury the metal lath as accurately as possible in the temporary center.

この発明は以上の必要性に対処すべく研究の結果完成し
た。そしてスラリー注人後におけるスラリーの発泡、硬
化の状態変化と、補強用メタルラスの位置移動との関係
を詳細に検討して得られた知見に基づいてなされたもの
であり、その内科について以下説明する。
This invention was completed as a result of research to meet the above needs. This was done based on the knowledge obtained from a detailed study of the relationship between the changes in the state of foaming and hardening of the slurry after slurry pouring and the positional movement of the reinforcing metal lath. .

先ずスラリー注人後の時間経過と補強用のメタルラスの
位置移動関係を求めるために、微小変位測定装置itを
用い、第1図、第2図に示される型枠3 +t)長辺側
板と最外側にあるメタルラス2Eとの距Pg Dの変化
を、渦甑流損を利用して電気的に連続測定し、かつその
際のスラリー高さを測定した。その結果の一例が第6図
、第7図に示す通りであり、次のような関係にあること
が土11明した。
First, in order to determine the relationship between the passage of time after pouring the slurry and the positional movement of the reinforcing metal lath, we used a minute displacement measuring device IT to measure the length of the formwork 3 +t) shown in Figures 1 and 2. Changes in the distance PgD to the outer metal lath 2E were continuously measured electrically using swirl flow loss, and the slurry height at that time was also measured. An example of the results is shown in Figures 6 and 7, and it was revealed on Saturday that the following relationship existed.

スラリーの組成V(より若干の差異Vigめられるが1
.Wt足の発泡高さに達するにはスラリー注lるように
変型し、次いで逆に外側に凸型とな50分でその変形を
終了する。一方スラリーは発泡後約30分間は捕食性に
富み、比重の大きい粘性の液体と同様の流動性を示すに
もかかわらずメタルラス21CはB[定の位置に静止し
ており、メタルラス2Eを保持する性能が認められた。
Slurry composition V (although there may be slight differences from 1
.. In order to reach the foaming height of the Wt foot, it is deformed by pouring slurry, and then the deformation is completed in 50 minutes by making it convex outward. On the other hand, the slurry is highly predatory for about 30 minutes after foaming, and although it exhibits fluidity similar to that of a viscous liquid with a large specific gravity, the metal lath 21C remains stationary at the fixed position B, holding the metal lath 2E. Performance was recognized.

この状態でセット神1を静かに引抜くと、恰も砂中に突
きル1jシた4を引抜くのと同様な現象で、セット41
11の抜取り孔4はスラリーが崩れて自然と充填されて
ゆき(自崩壊性という。)、しかもメタルラス2Bは位
置変化を起さないことがfit Mされた。すなわち、
メタルラスは当所予想に反して、スラリーがまだ流動性
を有する段階でセット神を引抜いてもほとんど位減変化
會卦こさず、抜取り孔はスラリーの自崩壊性により充填
されるという新たな知見が見出されたのである。
If you gently pull out Set God 1 in this state, the phenomenon is similar to pulling out Set 4 that has been stuck in the sand, and Set 41
It was fit M that the extraction hole 4 of No. 11 would be naturally filled by the slurry collapsing (referred to as self-collapsing property), and that the metal lath 2B would not change its position. That is,
Contrary to our expectations, new knowledge has been found that metal lath causes almost no change in volume even if the set is pulled out while the slurry is still fluid, and the extraction hole is filled by the self-collapsing property of the slurry. It was released.

セラ)4i11を抜き取った時点ではスラリーは流動性
であるから脱型は不能であり、脱型、切断することがで
きるようになるためには、半硬化以上の知見に基づき、
発明者らは、原料スラリーが流動性を保持する間にセッ
ト用支持具全抜取り、該支持具の抜取り孔全スラリーの
自崩壊性によって中実となし、かつ原料スラリーを半硬
化状態に達せしめた後脱型し、切断してオートクレーブ
養生する方法により支持具の抜取り孔のない板厚50.
、以下の軽気泡コンクリート建築用薄板を優るという、
全く新しい発明に想到したのである。
Since the slurry is fluid when Cera) 4i11 is extracted, it is impossible to demold it, and in order to be able to demold and cut it, based on the knowledge that it is more than semi-hardened,
The inventors removed all of the setting support while the raw material slurry maintained its fluidity, made the slurry solid from the self-collapsing property of all the extraction holes of the support, and allowed the raw slurry to reach a semi-hardened state. After removing the mold, cutting it and curing it in an autoclave results in a plate with a thickness of 50.
, which is superior to the following lightweight cellular concrete construction thin plates:
He came up with a completely new invention.

実施例 原料スラリーは ホルトランドセメント  27部 生石灰          6部 粉末珪石        50部 回収屑(固型分洟譜−ン  17f5 〔半硬佳品のカッター切断層〕 金属アルミニウム粉末 0.08部 からなり、その1.!iI型分100都に対して水75
部を加えて攪拌することによりスラリーとした。
The raw material slurry of the example consisted of 27 parts of Holtland cement, 6 parts of quicklime, 6 parts of powdered silica stone, 50 parts of recovered waste (solid fraction 17f5 [cutter cutting layer of semi-hard quality product]), and 0.08 parts of metal aluminum powder. !Wed 75 for 100 cities for iI type
A slurry was prepared by adding 1.0 parts and stirring.

補強用のメタルラスは網目の大きさ16×32−1線径
08噸であり、35■の間隔で平行に型枠内に配置する
とともに、逆U字状の直径6縄の保持棒で、その両側の
神体がメタルラスの両側に配置咲されるようにし、これ
を挾持するようにする。
The reinforcing metal lath has a mesh size of 16 x 32-1 wire diameter of 08 mm, and is placed in the formwork in parallel at intervals of 35 square meters, and is held in place by an inverted U-shaped holding rod with a diameter of 6 ropes. The divine bodies on both sides are placed on both sides of the metallass, and they are held between them.

次いで型枠内に前記スラリーを注入した。注入直後のス
ラリーの晶さけ51.5国であったが、25分後には^
さば62cmとなり略一定した。
The slurry was then poured into the mold. The crystallization of the slurry was 51.5 mm immediately after injection, but after 25 minutes
The mackerel length was 62 cm, which was almost constant.

−刃車2図の距Nm Dは内0IIIに最1鵡約1.5
−変位し、その後は外111すに変位し、注入40分後
には変位型2.1Nで一定した。
- Distance of blade wheel 2 (Nm) D is approximately 1.5 to 0III
- displacement, and thereafter it was displaced to 111 degrees outside, and 40 minutes after injection, the displacement type was constant at 2.1N.

次いで注入50分後セット陣を静かに引抜いたところ、
引抜くに従って自然と抜取9孔健か崩れ、スラリーて充
填された。そのイ麦2時間靜IIjシて刀兄型し、55
IIIlピツチで+JJ 、所し、次いで常?去により
オートクレーブ養生してl・11期の〜♀品が優られ/
こ。
Then, 50 minutes after the injection, the set was gently pulled out.
As it was pulled out, the 9-hole hole naturally collapsed and was filled with slurry. The rice was silent for 2 hours and turned into a sword brother, 55
IIIl pitch +JJ, Toshishi, then Tsuji? After curing in an autoclave, the product of 11th period is superior /
child.

特に、この発明の方法においてはメタルラスの両側V?
−株狩憚を配置したから保持棒t」細いものですみ、引
抜いた孔への1崩性による充填も急速に行われるという
効果が期待できる。
In particular, in the method of this invention, both sides of the metal lath have V?
- Since the stock picker is placed, only a thin holding rod is required, and the effect of quickly filling the hole that has been pulled out due to its disintegration can be expected.

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

P81図、第2図は製造状態を示した縦断面図と横断面
図、第6図、第4図および第5図は製品の横断面図とR
E所面図、第6図、第7図はスラリー高さ、メタルラス
の変位酢の測定結果の図表である。 1・・・・・・セット棒、2・・・・・・メタルラス、
3・・・・・・型枠、4・・・・・・抜取り孔。 第1図 第2図 第3図 第5図
Figures P81 and 2 are vertical and cross-sectional views showing the manufacturing state, and Figures 6, 4, and 5 are cross-sectional views of the product and R.
The floor plan E, Figures 6 and 7 are graphs of the measurement results of the slurry height and displacement of the metal lath. 1...Set rod, 2...Metal lath,
3...Formwork, 4...Extraction hole. Figure 1 Figure 2 Figure 3 Figure 5

Claims (1)

【特許請求の範囲】[Claims] (1)  メタルラスMの補強材を埋設した軽量気泡コ
ンクリート建築用薄板の製造方法において、側に配置へ
したセット用支持!’に抜取ることにより該支持具の抜
取り孔を原料スラリーの自崩壊性によって中実となし、
かつ原料スラリーケ半硬化状i、+、14に遅せしめた
後脱型し、板厚53m州 以下の厚さに切断してオート
クレーブ養生することを特徴とする@量気泡コンクIJ
 −ト建築用満依の製造方法。
(1) In the manufacturing method of lightweight aerated concrete construction thin plates with metal lath M reinforcing material embedded, the set support is placed on the side! 'The extraction hole of the support is made solid by the self-collapsing property of the raw material slurry,
And, the raw material slurry is allowed to semi-harden I, +, 14, then demolded, cut to a thickness of 53 m or less, and cured in an autoclave.
-Method for manufacturing architectural materials.
JP5114383A 1983-03-25 1983-03-25 Manufacture of sheet for light foamed concrete construction Pending JPS5941217A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5114383A JPS5941217A (en) 1983-03-25 1983-03-25 Manufacture of sheet for light foamed concrete construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5114383A JPS5941217A (en) 1983-03-25 1983-03-25 Manufacture of sheet for light foamed concrete construction

Publications (1)

Publication Number Publication Date
JPS5941217A true JPS5941217A (en) 1984-03-07

Family

ID=12878598

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5114383A Pending JPS5941217A (en) 1983-03-25 1983-03-25 Manufacture of sheet for light foamed concrete construction

Country Status (1)

Country Link
JP (1) JPS5941217A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001348261A (en) * 2000-06-01 2001-12-18 Asahi Kasei Corp Production process of alc thin plate

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51146523A (en) * 1975-06-10 1976-12-16 Asahi Chemical Ind Production of wired foam concrete
JPS56159115A (en) * 1980-05-12 1981-12-08 Asahi Chemical Ind Thin board for light bubble concrete construction and its manufacture

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51146523A (en) * 1975-06-10 1976-12-16 Asahi Chemical Ind Production of wired foam concrete
JPS56159115A (en) * 1980-05-12 1981-12-08 Asahi Chemical Ind Thin board for light bubble concrete construction and its manufacture

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001348261A (en) * 2000-06-01 2001-12-18 Asahi Kasei Corp Production process of alc thin plate

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