JPH07165477A - Molded article of porous open-cell concrete and production of composite material of the same concrete - Google Patents

Molded article of porous open-cell concrete and production of composite material of the same concrete

Info

Publication number
JPH07165477A
JPH07165477A JP34188793A JP34188793A JPH07165477A JP H07165477 A JPH07165477 A JP H07165477A JP 34188793 A JP34188793 A JP 34188793A JP 34188793 A JP34188793 A JP 34188793A JP H07165477 A JPH07165477 A JP H07165477A
Authority
JP
Japan
Prior art keywords
slurry
porous
concrete
cement
steam curing
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
JP34188793A
Other languages
Japanese (ja)
Other versions
JP3618001B2 (en
Inventor
Toshiaki Miyamoto
敏明 宮本
Hiroaki Shimizu
裕明 清水
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.)
Daido Concrete Kogyo KK
Daido Concrete Co Ltd
Original Assignee
Daido Concrete Kogyo KK
Daido Concrete 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 Daido Concrete Kogyo KK, Daido Concrete Co Ltd filed Critical Daido Concrete Kogyo KK
Priority to JP34188793A priority Critical patent/JP3618001B2/en
Publication of JPH07165477A publication Critical patent/JPH07165477A/en
Application granted granted Critical
Publication of JP3618001B2 publication Critical patent/JP3618001B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a lightweight molded article of porous open-cell concrete having excellent acoustic absorptivity, strength, etc., by successively mixing a cement slurry having a specific composition with foams and a quick setting slurry and hardening the mixture by steam curing at normal temperature under normal pressure. CONSTITUTION:A water reducing agent (e.g. naphthalene-based water reducing agent), a setting retarder (e.g. sodium citrate) and a strength development promoter (e.g. potassium carbonate) are dissolved in water. Then the aqueous solution is mixed with a hydraulic substance (e.g. ordinary cement) and a hydration promoter (e.g. slaked lime) and kneaded to give a cement slurry. Then foams are introduced into the cement slurry to give a foamed slurry, which is further blended with a quick-setting slurry prepared by blending a quick- setting hydraulic substance (e.g. alumina cement) with water to give a porous base slurry. Then the base slurry is hardened by steam curing at a normal temperature under high pressure to give a molded article of porous open-cell concrete having <=0.4 bulk specific gravity without using an autoclave.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、吸音性と断熱性に優れ
た多孔質気泡コンクリート成形体の製造方法及びこれを
用いたコンクリート複合体の製造方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a porous cellular concrete molding having excellent sound absorption and heat insulation and a method for producing a concrete composite using the same.

【0002】[0002]

【従来の技術】吸音、断熱の用に供するコンクリート系
の製品は、その性能を良くするために、天然や人工の軽
量骨材を使用するとともに、多量の気泡を混入すること
が行なわれており、近頃では極端な軽量化が進められて
いる。
2. Description of the Related Art In order to improve the performance of concrete products used for sound absorption and heat insulation, natural or artificial lightweight aggregates are used and a large amount of air bubbles are mixed therein. , Recently, extreme weight reduction has been promoted.

【0003】しかし、軽量化をすればするほど、軽量骨
材の量や気泡量が増大して強度が低下し、ひび割れの発
生や破損しやすくなる。これを改善するため、従来は常
圧蒸気養生後にオートクレーブ(高温高圧蒸気養生)に
より改質を加える等の手段を施すようにしている。
However, as the weight is reduced, the amount of the lightweight aggregate and the amount of air bubbles are increased and the strength is lowered, so that the cracks are more likely to be generated or broken. In order to improve this, conventionally, means such as reforming by autoclave (high temperature and high pressure steam curing) is performed after normal pressure steam curing.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記のような
改質によっても、増大される強度は期待できる程には得
られないという状況である。したがって、部材寸法を小
さくすることによってその損傷を防止する手段がとられ
ている。しかも、改質のために行われるオートクレーブ
処理には多額の費用と面倒な作業を要するものでる。
However, the strength to be increased cannot be obtained as expected even by the above modification. Therefore, measures are taken to prevent the damage by reducing the member size. Moreover, the autoclave treatment performed for reforming requires a large amount of cost and troublesome work.

【0005】また、上記の軽量化したコンクリートの成
形体は、普通コンクリート等とセットにした複合体とし
て用いることも提案されているが、取扱い時における軽
量コンクリートの損傷やセット不良による付着不足等に
より分離、脱落が生じることがあり、さらには、オート
クレーブにおいての軽量コンクリートと他の材料との熱
膨張率や乾燥収縮量の相違によって、両材料の剥離や軽
量コンクリートのひび割れが発生しやすいという問題が
あり、しかも、オートクレーブの容量との関係から、製
品の寸法に制約がある。
Further, it has been proposed to use the above-mentioned lightweight concrete compact as a composite set with ordinary concrete or the like, but due to damage of the lightweight concrete at the time of handling or insufficient adhesion due to defective setting, etc. Separation and dropout may occur.Furthermore, due to the difference in thermal expansion coefficient and drying shrinkage between lightweight concrete and other materials in autoclave, peeling of both materials and cracking of lightweight concrete are likely to occur. However, the size of the product is limited due to the capacity of the autoclave.

【0006】本発明は、上記の問題を解決し、吸音と断
熱性に優れた多孔質連通気泡コンクリートの成形体をオ
ートクレーブの工程を経ることなく、常温常圧蒸気養生
によって強度が発現でき、経済性が高く、しかも大形の
製品が製造できる新規な方法を提供しようとするもので
ある。
The present invention solves the above problems and makes it possible to develop strength of a molded porous porous cellular concrete excellent in sound absorption and heat insulation by normal temperature and normal pressure steam curing without undergoing an autoclave process, which is economical. The present invention is intended to provide a new method which is capable of producing large-sized products having high properties.

【0007】[0007]

【課題を解決するための手段】本発明者らは、上記の目
的を達成すべく、鋭意研究を重ねた結果、セメントを主
材とする基材スラリーの配合と温度が、基材スラリーの
凝結と基材スラリー中の連通気泡の形成に重要な条件で
あり、また、この基材スラリーを用いて、オートクレー
ブ処理を施すことなく、良質の多孔質気泡コンクリート
製品の得られることを見出し、本発明を形成するに至っ
た。
Means for Solving the Problems As a result of intensive studies to achieve the above object, the present inventors have found that the composition and temperature of the base slurry containing cement as a main material are It is an important condition for the formation of open cells in the base material slurry, and it was also found that a good quality porous cellular concrete product can be obtained using this base material slurry without subjecting it to an autoclave treatment. Was formed.

【0008】すなわち、請求項1の多孔質連通気泡コン
クリート成形体の製造方法は、水に減水剤と凝結遅延剤
と強度発現促進剤を溶解した水溶液に、水硬性物質と水
和反応促進材を混練してセメントスラリーとし、このセ
メントスラリー中に、気泡を混入して気泡スラリーと
し、更に、この気泡スラリーに、急結性水硬物質と水の
混合による急結スラリーを添加混合して多孔質の基材ス
ラリーとし、この基材スラリーを常温常圧蒸気養生によ
って硬化させることを特徴とするものである。
That is, in the method for producing a porous continuous cell concrete molding according to claim 1, a hydraulic substance and a hydration reaction accelerator are added to an aqueous solution in which a water reducing agent, a set retarder and a strength development accelerator are dissolved in water. The mixture is kneaded to form a cement slurry, and bubbles are mixed into the cement slurry to form a cell slurry. Furthermore, the cell slurry is added and mixed with a quick-setting slurry obtained by mixing a quick-setting hydraulic substance and water to form a porous slurry. The base material slurry is prepared by hardening the base material slurry by steam curing at room temperature and normal pressure.

【0009】また、請求項2の多孔質連通気泡コンクリ
ート複合体の製造法は、型枠1に軽量気泡コンクリート
2、軽量コンクリート3または普通コンクリート4を打
設し、その上に、上記多孔質気泡基材スラリー5を打設
して、常温常圧蒸気養生によって一体的に硬化させるこ
とを特徴とするものである。
According to a second aspect of the present invention, in the method for producing a porous open-celled concrete composite, the lightweight cellular concrete 2, the lightweight concrete 3 or the ordinary concrete 4 is cast on the mold 1 and the porous cellular material is placed thereon. It is characterized in that the base material slurry 5 is cast and integrally cured by steam curing at room temperature and atmospheric pressure.

【0010】また、請求項3の多孔質連通気泡コンクリ
ート複合体の製造法は、スチールフレーム6を型とし
て、その中に上記多孔質気泡基材スラリー5を打設し
て、常温常圧蒸気養生によって硬化させて一体化させる
ことを特徴とするものである。
Further, in the method for producing a porous continuous cell concrete composite according to a third aspect, a steel frame 6 is used as a mold, and the porous cell substrate slurry 5 is cast into the mold to cure at room temperature and atmospheric pressure. It is characterized in that it is cured and integrated by means of.

【0011】本発明の多孔質連通気泡コンクリート成形
体の製造方法は、水硬性物質を主材としたセメントスラ
リー(一次スラリー)を得る工程と、セメントスラリー
に気泡を混入して気泡スラリー(二次スラリー)とする
工程と、気泡スラリーを多孔質の基材スラリーとする工
程と、基材スラリーを常温常圧蒸気養生によって硬化す
る工程の4つの主要工程からなっている。
The method for producing a porous, open-celled concrete molded body of the present invention comprises a step of obtaining a cement slurry (primary slurry) containing a hydraulic material as a main material, and a step of mixing bubbles into the cement slurry to form a cell slurry (secondary slurry). (Slurry), a step of converting the air bubble slurry into a porous base material slurry, and a step of hardening the base material slurry by normal temperature and pressure steam curing.

【0012】まず、セメントスラリーを得る第1工程で
は、水75〜95重量部に、 減水剤(ナフタリン系、メラミ
ン系) 0.5〜4.0 重量部、凝結遅延剤(クエン酸ナトリ
ウム)0.4 〜1.4 重量部、強度発現促進剤(炭酸カリウ
ム)0.2 〜0.5 重量部を溶解した水溶液に、水硬性物質
としてセメント(普通セメント、早強セメント)100〜1
50 重量部、スラブ微粉90〜140 重量部、水和反応促進
材(消石灰及び無水石膏)7.5 〜20重量部を混入して、
90〜120 秒間混練する。
First, in the first step of obtaining a cement slurry, 0.5 to 4.0 parts by weight of a water reducing agent (naphthalene type or melamine type) and 0.4 to 1.4 parts by weight of a setting retarder (sodium citrate) are added to 75 to 95 parts by weight of water. , Strength-enhancing agent (potassium carbonate) 0.2-0.5 parts by weight in an aqueous solution, cement (normal cement, early strength cement) 100-1 as hydraulic substance
50 parts by weight, slab fine powder 90-140 parts by weight, hydration reaction accelerator (slaked lime and anhydrous gypsum) 7.5-20 parts by weight,
Knead for 90 to 120 seconds.

【0013】続く第2工程では、水12〜17重量部と気泡
剤40〜46重量部よりなる起泡液を気泡機に入れて発生さ
せた気泡を、上記セメントスラリーに混入して60〜90秒
間混練し、気泡スラリーとする。
In the subsequent second step, bubbles generated by putting a foaming liquid consisting of 12 to 17 parts by weight of water and 40 to 46 parts by weight of a foaming agent in a bubbler are mixed into the cement slurry to obtain 60 to 90 parts by weight. Knead for 2 seconds to obtain a foam slurry.

【0014】次に、第3工程として、上記の気泡スラリ
ーに、急結性水硬物質(アルミナセメント)15.5〜25.5
重量部と水12〜17重量部を混練したものを加えて、16〜
20℃の温度で15〜20秒間混練し、多孔質の基材スラリー
とする。
Next, as a third step, the above-mentioned aerated slurry is mixed with a quick-setting hydraulic substance (alumina cement) 15.5 to 25.5.
Add a mixture of 12 to 17 parts by weight of water and 16 to
Knead at a temperature of 20 ° C for 15 to 20 seconds to obtain a porous base material slurry.

【0015】最終の第4工程では、上記の基材スラリー
を型枠へ投入して10〜15分間放置して凝結させた後、常
温常圧蒸気養生を行って硬化させ、型枠より取出す。そ
れにより、かさ比重0.4 以下の気泡の連通された多孔質
のコンクリート成形体が得られることになる。
In the final fourth step, the above-mentioned base material slurry is put into a mold and allowed to stand for 10 to 15 minutes for coagulation, then normal temperature and pressure steam curing is carried out to cure it, and it is taken out from the mold. As a result, it is possible to obtain a porous concrete molded body in which air bubbles having a bulk specific gravity of 0.4 or less are communicated.

【0016】[0016]

【実施例】次に、実施例によって本発明を具体的に説明
する。
EXAMPLES Next, the present invention will be specifically described with reference to examples.

【0017】実施例1 表1に示す配合の基材スラリーを、19℃の温度において
型枠内に流し込み、表面をならした後、20℃の温度下で
3〜5時間静置した後、55℃の温度で5時間の常温常圧
蒸気養生を行い、型枠を取りはずして、かさ比重0.4 の
多孔質連通気泡コンクリートの成形体が得られた。
Example 1 A base material slurry having the composition shown in Table 1 was poured into a mold at a temperature of 19 ° C., the surface was leveled, and the mixture was allowed to stand at a temperature of 20 ° C. for 3 to 5 hours, and then 55 After normal temperature and atmospheric pressure steam curing for 5 hours at a temperature of ℃, the mold was removed, and a molded product of porous open-cell concrete having a bulk specific gravity of 0.4 was obtained.

【0018】[0018]

【表1】 [Table 1]

【0019】実施例1によって成形した供試体とオート
クレーブ処理した従来品の供試体の吸音率と圧縮強度の
比較を表2に示す。
Table 2 shows a comparison between the sound absorption coefficient and the compressive strength of the test piece molded according to Example 1 and the autoclaved conventional test piece.

【0020】[0020]

【表2】 [Table 2]

【0021】表2に示すように、本発明による多孔質連
通気泡コンクリート成形体は、従来のオートクレーブ処
理を施した成形体と比べて、吸音率、圧縮強度とも殆ど
変りがない性能を有することがわかる。
As shown in Table 2, the porous, open-celled concrete molded body according to the present invention has a performance in which the sound absorption coefficient and the compression strength are almost the same as those of the conventional molded body subjected to the autoclave treatment. Recognize.

【0022】実施例2 図1に示すように、比重1.5 の軽量気泡コンクリート2
と、比重1.8 の軽量コンクリート3と、比重2.4 の普通
コンクリート4とをそれぞれ各別に型枠1内に打設し、
表面を粗仕上げして、30〜40分後、未硬化状態の各コン
クリート2,3,4の上面に表1に示した基材スラリー
5を打設して表面をならした後、実施例1に記載した方
法で常温常圧蒸気養生を行い、一体硬化した後、型枠1
を取りはずして、図2に示すような各コンクリート2,
3,4と基材スラリー5による多孔質連通気泡コンクリ
ートの一体重合された複合体を得た。
Example 2 As shown in FIG. 1, a lightweight cellular concrete 2 having a specific gravity of 1.5
, And lightweight concrete 3 with a specific gravity of 1.8 and ordinary concrete 4 with a specific gravity of 2.4 are respectively placed in the formwork 1,
The surface was roughly finished, and after 30 to 40 minutes, the base material slurry 5 shown in Table 1 was cast on the upper surface of each uncured concrete 2, 3 and 4 to smooth the surface, and then Example 1 After performing room temperature and atmospheric pressure steam curing by the method described in 1. and integral curing, form 1
And remove each concrete 2, as shown in Figure 2.
A monolithically polymerized composite of porous and open-cell concrete made of 3, 4 and the base material slurry 5 was obtained.

【0023】実施例3 図3に示すように、スチールフレーム6内に基材スラリ
ー5を打設し、実施例2と同様の方法により、常温常圧
蒸気養生を行い、スチールフレーム6と基材スラリー5
による多孔質連通気泡コンクリートの一体結合された複
合体を得た。
Example 3 As shown in FIG. 3, a base material slurry 5 was cast in a steel frame 6, and normal temperature and atmospheric pressure steam curing was carried out in the same manner as in Example 2 to prepare the steel frame 6 and the base material. Slurry 5
An integrally bonded composite of porous and open-cell concrete was obtained.

【0024】[0024]

【発明の効果】以上説明したように、本発明による多孔
質連通気泡コンクリート成形体は、オートクレーブ処理
を施している従来の吸音材に比べて、強度ならびに吸音
効果ともに同等の性能を有しており、オートクレーブに
よらない常温常圧蒸気養生を採用して製造されるので、
製造が簡易化されるとともにコストの低減が図れ、ま
た、オートクレーブによるような製品寸法の制限を受け
ることなく、大形の製品を提供できることになる。
As described above, the porous, open-cell concrete molding according to the present invention has the same strength and sound absorbing effect as the conventional sound absorbing material that has been subjected to the autoclave treatment. Since it is manufactured by adopting normal temperature and pressure steam curing that does not rely on an autoclave,
This simplifies the manufacturing process and reduces the cost, and it is possible to provide a large-sized product without being restricted by the size of the product unlike the autoclave.

【0025】また、常圧蒸気養生の採用によって、本発
明基材スラリーと他の各コンクリートとの同時成形によ
る強固に一体重合した複合体ならびにスチールフレーム
との密着性に優れた複合体が、寸法に制約されることな
く容易に、安価に提供できることになる。
Further, by adopting the normal pressure steam curing, a composite body which is strongly integrally polymerized by simultaneous molding of the base slurry of the present invention and each other concrete and a composite body excellent in adhesion to a steel frame are It can be provided easily and inexpensively without being restricted by.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明による多孔質連通気泡コンクリート複合
体の型枠打込過程の実施例を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a process of driving a form of a porous open-cell concrete composite according to the present invention.

【図2】同多孔質連通気泡コンクリート複合体の一実施
例を示す斜視図である。
FIG. 2 is a perspective view showing an example of the same porous open-cell concrete composite body.

【図3】スチールフレームと一体化した多孔質連通気泡
コンクリート複合体の一実施例を示す斜視図である。
FIG. 3 is a perspective view showing an example of a porous open-celled concrete composite body integrated with a steel frame.

【符号の説明】[Explanation of symbols]

1 型枠 2 軽量気泡コンクリート 3 軽量コンクリート 4 普通コンクリート 5 基材スラリー 6 スチールフレーム 1 Formwork 2 Lightweight cellular concrete 3 Lightweight concrete 4 Normal concrete 5 Base material slurry 6 Steel frame

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 水に減水剤と凝結遅延剤と強度発現促進
剤を溶解した水溶液に、水硬性物質と水和反応促進材を
混練してセメントスラリーとし、このセメントスラリー
中に、気泡を混入して気泡スラリーとし、更に、この気
泡スラリーに、急結性水硬物質と水の混合による急結ス
ラリーを添加混合して多孔質の基材スラリーとし、この
基材スラリーを常温常圧蒸気養生によって硬化させるこ
とを特徴とする、かさ比重0.4 以下の多孔質連通気泡コ
ンクリート成形体の製造方法。
1. A cement slurry is prepared by kneading a hydraulic substance and a hydration reaction accelerator into an aqueous solution prepared by dissolving a water reducing agent, a set retarder and a strength development accelerator in water, and mixing air bubbles in the cement slurry. To form a porous slurry, and to this porous slurry, a quick-setting slurry obtained by mixing a quick-setting hydraulic substance and water is added and mixed to form a porous base material slurry, and this base-material slurry is subjected to normal temperature and atmospheric pressure steam curing. A method for producing a porous, open-cell concrete molding having a bulk specific gravity of 0.4 or less, which is characterized by being cured by.
【請求項2】 型枠に軽量気泡コンクリート、軽量コン
クリートまたは普通コンクリートを打設し、その上に、
上記多孔質気泡基材スラリーを打設して、常温常圧蒸気
養生によって一体的に硬化させることを特徴とする、多
孔質連通気泡コンクリート複合体の製造法。
2. A lightweight cellular concrete, lightweight concrete or ordinary concrete is placed on the formwork, and then,
A method for producing a porous, open-cell concrete composite, comprising pouring the above-mentioned porous cellular base material slurry and integrally curing it by normal temperature and atmospheric pressure steam curing.
【請求項3】 スチールフレームを型として、その中に
上記多孔質気泡基材スラリーを打設して、常温常圧蒸気
養生によって硬化させて一体化させることを特徴とす
る、多孔質連通気泡コンクリート複合体の製造方法。
3. A porous continuous cellular concrete, characterized in that a steel frame is used as a mold and the porous cellular base material slurry is poured into the mold and cured by room temperature and normal pressure steam curing to be integrated. Method for producing composite.
JP34188793A 1993-12-13 1993-12-13 Porous open cell concrete molded body and method for producing the same composite Expired - Fee Related JP3618001B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34188793A JP3618001B2 (en) 1993-12-13 1993-12-13 Porous open cell concrete molded body and method for producing the same composite

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34188793A JP3618001B2 (en) 1993-12-13 1993-12-13 Porous open cell concrete molded body and method for producing the same composite

Publications (2)

Publication Number Publication Date
JPH07165477A true JPH07165477A (en) 1995-06-27
JP3618001B2 JP3618001B2 (en) 2005-02-09

Family

ID=18349514

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0773555A1 (en) * 1995-11-13 1997-05-14 Doryokuro Kakunenryo Kaihatsu Jigyodan Neutron-shielding hydraulic hardening material and method of manufacturing neutron shields using the same
EA023953B1 (en) * 2014-07-02 2016-07-29 Белорусский Государственный Университет (Бгу) Raw mixture for foamed concrete production
JP2016531077A (en) * 2013-08-21 2016-10-06 ソリディア テクノロジーズ インコーポレイテッドSolidia Technologies, Inc. Foam composite material, its production method and use
KR20180046942A (en) * 2016-10-28 2018-05-10 (주) 에스와이씨 Calcium silicate inorganic insulations and fabrication method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0773555A1 (en) * 1995-11-13 1997-05-14 Doryokuro Kakunenryo Kaihatsu Jigyodan Neutron-shielding hydraulic hardening material and method of manufacturing neutron shields using the same
JP2016531077A (en) * 2013-08-21 2016-10-06 ソリディア テクノロジーズ インコーポレイテッドSolidia Technologies, Inc. Foam composite material, its production method and use
EA023953B1 (en) * 2014-07-02 2016-07-29 Белорусский Государственный Университет (Бгу) Raw mixture for foamed concrete production
KR20180046942A (en) * 2016-10-28 2018-05-10 (주) 에스와이씨 Calcium silicate inorganic insulations and fabrication method thereof

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