JPH0449002A - Manufacture of concrete panel - Google Patents

Manufacture of concrete panel

Info

Publication number
JPH0449002A
JPH0449002A JP16026090A JP16026090A JPH0449002A JP H0449002 A JPH0449002 A JP H0449002A JP 16026090 A JP16026090 A JP 16026090A JP 16026090 A JP16026090 A JP 16026090A JP H0449002 A JPH0449002 A JP H0449002A
Authority
JP
Japan
Prior art keywords
concrete
slurry
panel
concrete slurry
stainless steel
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.)
Granted
Application number
JP16026090A
Other languages
Japanese (ja)
Other versions
JPH0818294B2 (en
Inventor
Toru Saito
徹 斎藤
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP16026090A priority Critical patent/JPH0818294B2/en
Publication of JPH0449002A publication Critical patent/JPH0449002A/en
Publication of JPH0818294B2 publication Critical patent/JPH0818294B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE:To obtain a concrete panel, which is not shrunk nor cracked, by placing concrete slurry containing a reinforcing member deformed in three dimensions into forms for molding and sinking the reinforcing member to a bottom. CONSTITUTION:A concrete raw material such as Portland cement, silica sand, etc. and air and a plurality of coil-shaped stainless materials 2 as three- dimensional-shaped reinforcing members are mixed into a mixer 1, and agitated, thus manufacturing concrete slurry 4. Concrete slurry 4 is placed in forms 5 for molding, and left at stand until the stainless materials 2 sink on the bottom of the forms 5 by gravity. Approximately the whole coin-shaped stainless materials 2 dispersed in slurry 4 are collected to the lower layer of concrete slurry 4. Slurry 4 is solidified and form-removed, and a molded panel is cured at a high temperature and high pressure in saturated steam.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、コンクリートパネルの製造方法に関し、例え
ばユニット住宅用の軽量気泡コンクリートパネルの製造
に利用することかできる。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for manufacturing a concrete panel, and can be used, for example, to manufacture lightweight cellular concrete panels for unit housing.

[背景技術J 近年、工場で住宅の構成部分である居室等を住宅ユニッ
トとして作製し、これらの住宅ユニットを現場に輸送し
て組み立てるように17だプレハブ式ユニット住宅か施
工されている。このようなユニット住宅の壁パネルには
、軽量気泡コンクリートパネルか使用されている。この
軽量気泡コンクリートパネルは、セメントとケイ砂を主
原料とし、気泡か混入されたコンクリートスラリーを配
筋材が配置された成形用型枠内に打設し、−次的に硬化
させた後、高温、高圧のオートクレーブ中で蒸気養生さ
せることにより製造される。製造後、パネルの表面には
、塗装か施される。
[Background Technology J] In recent years, prefabricated housing units have been constructed in which living rooms, which are the constituent parts of a house, are manufactured as housing units in a factory, and these housing units are transported to a site and assembled. Lightweight aerated concrete panels are used for wall panels in such unit homes. This lightweight aerated concrete panel is made of cement and silica sand as the main raw materials, and a concrete slurry mixed with air bubbles is poured into a forming formwork in which reinforcing material is placed, and then hardened. Manufactured by steam curing in a high temperature, high pressure autoclave. After manufacturing, the surface of the panel is painted.

[発明か解決しようとする課題] 上述した従来の軽量気泡コンクリートパネルによれば、
年月の経過とともに温度、湿度等の外的要因の変動によ
り、パネルの表面が劣化し、収縮やひび割れか生しると
いう問題点があった。
[Problem to be solved by the invention] According to the above-mentioned conventional lightweight aerated concrete panel,
Over the years, changes in external factors such as temperature and humidity have caused the surface of the panel to deteriorate, causing shrinkage and cracking.

本発明(1・表面”ゞ補強されて収縮やひび割れの  
でもよく、又は磁性材料で成形された補強部材を生じな
いコンクリートパネルの製造方法を提供す  使用して
磁力により強制的に沈降させるようにしることを目的と
する。              でもよい。
The present invention (1. The surface is reinforced to prevent shrinkage and cracking.
The purpose of the present invention is to provide a method for manufacturing concrete panels that does not result in reinforcing members that may be made of magnetic material or formed of magnetic material, and that are intended to be forced to settle by magnetic force. But that's fine.

[課題を解決するための手段] 本発明に係るコンクリートパネルの製造方法は、三次元
的に変形された補強部材を含むコンクリート原料を攪拌
してコンクリートスラリーを作製する工程と、前記コン
クリートスラリーを成形用型枠内に打設する工程と、前
記コンクリートスラリー中の補強部材を前記成形用型枠
の底部に沈降させる工程とを有することを特徴とする。
[Means for Solving the Problems] A method for manufacturing a concrete panel according to the present invention includes a step of stirring a concrete raw material containing a three-dimensionally deformed reinforcing member to produce a concrete slurry, and a step of forming the concrete slurry. The present invention is characterized by comprising the steps of: pouring the reinforcing member in the concrete slurry into a mold; and settling the reinforcing member in the concrete slurry to the bottom of the mold.

前記三次元的に変形された補強部材とは、−例えばコイ
ル状に変形された針金状部材である。この補強部材の材
質は、任意であるか、オートクレーブに耐え得るステン
レス、銅、炭素繊維、カラス繊維、セラミック等であっ
て、スラリーより大きな比重を持っているものか好まし
い。
The three-dimensionally deformed reinforcing member is, for example, a wire-like member deformed into a coil shape. The material for this reinforcing member may be arbitrary, or preferably stainless steel, copper, carbon fiber, glass fiber, ceramic, etc., which can withstand autoclaving and has a specific gravity greater than that of the slurry.

補強部材を沈降させる際、単に時間の経過により重力で
成形用型枠の底部に沈積させるようにし[作用] コンクリートスラリーを作製する際、コンクリート原料
中に三次元的に変形された補強部材も含めて一緒に攪拌
することにより、コンクリート原料と補強部材とのなじ
み(親和性)が良好になる。
When settling the reinforcing members, the reinforcing members are simply deposited at the bottom of the forming form by gravity over time. [Function] When making concrete slurry, reinforcing members that have been three-dimensionally deformed are also included in the concrete raw material. By stirring them together, the concrete raw material and the reinforcing member become compatible (compatibility).

また、コンクリートスラリー中の補強部材を成形用型枠
の底部に沈降させることにより、コンクリートパネルの
表面部に補強部材が集まり、これらの三次元形状の補強
部材によってパネルの表面部が補強されて収縮やひび割
れを防げるようになる。
In addition, by allowing the reinforcing members in the concrete slurry to settle to the bottom of the forming formwork, the reinforcing members gather on the surface of the concrete panel, and these three-dimensionally shaped reinforcing members reinforce the surface of the panel and cause shrinkage. This will help prevent cracks.

[実施例] 図面を参照して本発明を軽量気泡コンクリートパネルの
製造に適用した場合の一実施例を説明する。
[Example] An example in which the present invention is applied to manufacturing a lightweight cellular concrete panel will be described with reference to the drawings.

先ず、第1図(A)に示すように、ミキサー1中にポル
トランドセメント、ケイ砂等のコンクリート原料と空気
及び三次元形状補強部材である複数のコイル状ステンレ
ス材2を混合して入れ、攪拌スクリュー3によりこれら
を攪拌してコンクリートスラリー4を作製する。この攪
拌により、複数のコイル状ステンレス材2は、コンクリ
ートスラリー4中に均一に分散する。
First, as shown in FIG. 1(A), concrete raw materials such as Portland cement and silica sand, air, and a plurality of coiled stainless steel materials 2, which are three-dimensional reinforcing members, are mixed and put into a mixer 1 and stirred. These are stirred by a screw 3 to prepare a concrete slurry 4. By this stirring, the plurality of coiled stainless steel materials 2 are uniformly dispersed in the concrete slurry 4.

次に、第1図(B)に示すように、攪拌されたコンクリ
ートスラリー4を図示しない配筋材が配置された成形用
型枠5内に打設する。打設直後のコンクリートスラリー
4中には、複数のコイル状ステンレス材2か均一に分散
している。
Next, as shown in FIG. 1(B), the stirred concrete slurry 4 is poured into a forming form 5 in which reinforcing materials (not shown) are arranged. A plurality of coiled stainless steel materials 2 are uniformly dispersed in the concrete slurry 4 immediately after pouring.

次に、第1図(C)に示すように、コンクリートスラリ
ー4中のコイル状ステンレス材2か成形用型枠5の底部
に重力で沈降するまで型枠5内のコンクリートスラリー
4を放置する。これにより、コンクリートスラリー4中
に分散していたコイル状ステンレス材2は、略全部コン
クリートスラリー4の下層に集まる。
Next, as shown in FIG. 1(C), the concrete slurry 4 in the formwork 5 is left until the coiled stainless steel material 2 in the concrete slurry 4 settles to the bottom of the forming formwork 5 due to gravity. As a result, substantially all of the coiled stainless steel material 2 dispersed in the concrete slurry 4 gathers in the lower layer of the concrete slurry 4.

スラリー4の凝固後、従来通り、脱型し、この後成形さ
れたパネルを図示しないオートクリープ中に搬送し、飽
和水蒸気中、高温(例えば180°C)、高圧(例えば
lOkg)下で例えば6時間程養生させることにより、
第2図に示す軽量気泡コンクリートパネル6を得る。こ
の後、表面に塗料7を塗布する。
After the slurry 4 has solidified, it is demolded in the conventional manner, and the molded panel is then transported to an autocreep (not shown) and heated in saturated steam at a high temperature (e.g., 180°C) and under a high pressure (e.g., 10 kg). By curing for about an hour,
A lightweight aerated concrete panel 6 shown in FIG. 2 is obtained. After this, paint 7 is applied to the surface.

このパネル6を例えば住宅ユニットの壁パネルとして使
用する場合、コイル状ステンレス材2か埋め込まれた面
を外側に向けて住宅ユニットのフレームに取り例ける。
When this panel 6 is used, for example, as a wall panel of a housing unit, it is used as a frame of the housing unit with the surface in which the coiled stainless steel material 2 is embedded facing outward.

本実施例によれば、コンクリートスラリー4中のコイル
状ステンレス材2か沈降させられて成形用型枠5の底部
に密に集められ、これらのコイル状ステンレス材2は三
次元形状であるため、パネルの表面部において厚さ方向
か三次元的に補強された軽量気泡コンクリートパネル6
か得られる。
According to this embodiment, the coiled stainless steel materials 2 in the concrete slurry 4 are sedimented and gathered densely at the bottom of the molding form 5, and these coiled stainless steel materials 2 have a three-dimensional shape. Lightweight aerated concrete panel 6 reinforced in the thickness direction or three-dimensionally on the surface of the panel
or can be obtained.

従って、これらのパネル6かユニット住宅の壁パネルと
して取り付けられた際、コイル状ステンレス材2の三次
元的補強効果により、パネル6の収縮やひび割れを防ぐ
ことができる。
Therefore, when these panels 6 are installed as wall panels of a unit house, the three-dimensional reinforcing effect of the coiled stainless steel material 2 can prevent the panels 6 from shrinking or cracking.

また、本実施例において、コンクリートスラリー4を作
製する際、ミキサー1中でポルトランドセメント等のコ
ンクリート原料と共にコイル状ステンレス材2を一緒に
攪拌することにより、成形用型枠5の底部にステンレス
材2を先に配置しておき、その後コンクリートスラリー
4を打設する場合と比べて、コンクリートとコイル状ス
テンレス材2とのなじみが良好になるという効果が得ら
れる。これにより、パネル6の収縮やひび割れの防止上
、より好ましいものとなる。
In addition, in this embodiment, when producing the concrete slurry 4, the coiled stainless steel material 2 is stirred together with concrete raw materials such as Portland cement in the mixer 1, so that the stainless steel material 2 is placed at the bottom of the molding form 5. Compared to the case where the concrete slurry 4 is placed first and the concrete slurry 4 is then poured, the effect that the concrete and the coiled stainless steel material 2 are better acquainted can be obtained. This is more preferable in terms of preventing shrinkage and cracking of the panel 6.

また、三次元的に変形された補強部材として比重の大き
いコイル状ステンレス材2を使用しているので、成形用
型枠5底部への沈降速度が速くなって、製造効率が向上
する。
In addition, since the coiled stainless steel material 2 with a high specific gravity is used as the three-dimensionally deformed reinforcing member, the settling speed to the bottom of the molding frame 5 is increased, and manufacturing efficiency is improved.

更に、コイル状ステンレス材2は、補強上必要なパネル
6の表面部のみに設けられて・いるため、必要なステン
レス材2の個数はそれ程多くはない。
Further, since the coiled stainless steel material 2 is provided only on the surface portion of the panel 6 necessary for reinforcement, the number of stainless steel material 2 required is not so large.

このため、コイル状ステンレス材2によってパネルコス
トがさほど高くならず、補強パネル6を安価に提供でき
る。
Therefore, the coiled stainless steel material 2 does not increase the panel cost so much, and the reinforcing panel 6 can be provided at low cost.

なお、本実施例では、三次元的に変形された補強部材と
してコイル状ステンレス材2を使用したが、スラリー4
の攪拌工程及び沈降工程後も三次元形状を保持できるも
のであれば、その他鋼材、炭素繊維、ガラス繊維、セラ
ミック等より成る部材でもよい。
In this example, the coiled stainless steel material 2 was used as the three-dimensionally deformed reinforcing member, but the slurry 4
Any other member made of steel, carbon fiber, glass fiber, ceramic, etc. may be used as long as it can maintain its three-dimensional shape even after the stirring and settling steps.

また、補強部材として磁性を有するもの、例えば磁性ス
テンレス材を使用した場合には、成形用型枠5底部への
沈降工程において、成形用型枠5の下面に例えば電磁石
を配置してこの電磁石の磁力により磁性ステンレスを強
制的に型枠5の底部に沈降させるようにしてもよい。こ
のようにすることにより、ステンレス材の沈降速度を速
めることができる。
In addition, when a magnetic material such as magnetic stainless steel material is used as a reinforcing member, an electromagnet, for example, is placed on the bottom surface of the molding frame 5 during the settling process to the bottom of the molding frame 5. The magnetic stainless steel may be forcibly settled to the bottom of the formwork 5 by magnetic force. By doing so, the settling speed of the stainless steel material can be increased.

更に、本実施例では、ステンレス材2の三次元的変形形
状をコイル状としたが、その他スパイラル形状、ランダ
ム形状等その形状は任意である。
Further, in this embodiment, the three-dimensionally deformed shape of the stainless steel material 2 is a coil shape, but other shapes such as a spiral shape, a random shape, etc. are arbitrary.

[発明の効果] 本発明に係るコンクリートパネルの製造方法によれば、
表面が補強されているため、長期間経過しても収縮やひ
び割れの生じないコンクリートパネルが得られる。
[Effect of the invention] According to the method for manufacturing a concrete panel according to the present invention,
The reinforced surface results in concrete panels that do not shrink or crack over long periods of time.

第1図Figure 1

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

第1図(A)〜(C)は本発明の一実施例に係る軽量気
泡コンクリートパネルの製造方法を示す工程図、第2図
は本実施例により製造した軽量気泡コンクリートパネル
の断面図である。 l・・・ミキサー 2・・・補強部材であるコイル状ス
テンレス材、4・・・コンクリートスラリー、5・・・
成形用型枠、6・・・軽量気泡コンクリートパネル。 (B) 出願人  ミサワホーム株式会社
FIGS. 1(A) to (C) are process diagrams showing a method for manufacturing a lightweight cellular concrete panel according to an embodiment of the present invention, and FIG. 2 is a cross-sectional view of a lightweight cellular concrete panel produced according to this embodiment. . l... Mixer 2... Coiled stainless steel material as a reinforcing member, 4... Concrete slurry, 5...
Formwork for forming, 6...Lightweight aerated concrete panel. (B) Applicant: Misawa Homes Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1)三次元的に変形された補強部材を含むコンクリー
ト原料を攪拌してコンクリートスラリーを作製する工程
と、 前記コンクリートスラリーを成形用型枠内に打設する工
程と、 前記コンクリートスラリー中の補強部材を前記成形用型
枠の底部に沈降させる工程と を有することを特徴とするコンクリートパネルの製造方
法。
(1) A step of stirring a concrete raw material containing three-dimensionally deformed reinforcing members to produce concrete slurry, a step of pouring the concrete slurry into a forming form, and reinforcement in the concrete slurry. A method for producing a concrete panel, comprising the step of settling the member at the bottom of the forming form.
JP16026090A 1990-06-19 1990-06-19 Method of manufacturing concrete panel Expired - Lifetime JPH0818294B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16026090A JPH0818294B2 (en) 1990-06-19 1990-06-19 Method of manufacturing concrete panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16026090A JPH0818294B2 (en) 1990-06-19 1990-06-19 Method of manufacturing concrete panel

Publications (2)

Publication Number Publication Date
JPH0449002A true JPH0449002A (en) 1992-02-18
JPH0818294B2 JPH0818294B2 (en) 1996-02-28

Family

ID=15711162

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16026090A Expired - Lifetime JPH0818294B2 (en) 1990-06-19 1990-06-19 Method of manufacturing concrete panel

Country Status (1)

Country Link
JP (1) JPH0818294B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06185200A (en) * 1992-12-18 1994-07-05 Asanumagumi:Kk Concrete crack prevention method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4715843B2 (en) 2005-03-18 2011-07-06 トヨタ自動車株式会社 Sealed battery

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06185200A (en) * 1992-12-18 1994-07-05 Asanumagumi:Kk Concrete crack prevention method

Also Published As

Publication number Publication date
JPH0818294B2 (en) 1996-02-28

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