JPS60235753A - Lightweight aggregate coated with synthetic resin - Google Patents

Lightweight aggregate coated with synthetic resin

Info

Publication number
JPS60235753A
JPS60235753A JP8825584A JP8825584A JPS60235753A JP S60235753 A JPS60235753 A JP S60235753A JP 8825584 A JP8825584 A JP 8825584A JP 8825584 A JP8825584 A JP 8825584A JP S60235753 A JPS60235753 A JP S60235753A
Authority
JP
Japan
Prior art keywords
aggregate
lightweight
synthetic resin
lightweight aggregate
water absorption
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
JP8825584A
Other languages
Japanese (ja)
Inventor
茂幸 十河
茂 青木
律彦 三浦
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.)
Obayashi Gumi Ltd
Original Assignee
Obayashi Gumi 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 Obayashi Gumi Ltd filed Critical Obayashi Gumi Ltd
Priority to JP8825584A priority Critical patent/JPS60235753A/en
Publication of JPS60235753A publication Critical patent/JPS60235753A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • C04B20/1029Macromolecular compounds
    • C04B20/1033Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/65Water proofers or repellants

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (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】 この発明はコンクリート用の軽量骨材に関し、特に、骨
材中への吸水を防止でるようにした合成樹脂で被覆した
軽量骨材に関づ′る。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to lightweight aggregates for concrete, and more particularly to lightweight aggregates coated with a synthetic resin to prevent water absorption into the aggregate.

周知のように、骨材は全く水を含まない状態から、粒表
面の濡れた状態まで、種々の含水状態がある。その含水
力はコンクリートのワーカビリチ。
As is well known, aggregates have various water-containing states, ranging from no water at all to a state where the particle surface is wet. Its water holding capacity is the workability of concrete.

強度の管理にあたって常に考慮しなければならない。特
に軽量骨材は多孔質で内部空隙が多いことから、その吸
水状態には充分注意する必要がある。
This must always be taken into account when controlling strength. In particular, lightweight aggregate is porous and has many internal voids, so it is necessary to pay close attention to its water absorption state.

軽量コンクリートの混線、運搬、打込み′作業の過程に
おいて軽量骨材に多くの水分が吸収されてしまうと、コ
ンクリ−1−のコンシスチンシーが低下するとともに、
耐凍結融解性などの耐久性が劣下する等の種々の問題を
生ずる。また、軽量コンクリートの打込み作業にはポン
プ圧送が一般に行なわれるが、この圧送時に加わる圧力
で軽量骨材の吸水が促進されるという現象が見られる。
If a large amount of water is absorbed into the lightweight aggregate during the mixing, transporting, and pouring of lightweight concrete, the consistency of the concrete will decrease, and
This causes various problems such as deterioration in durability such as freeze-thaw resistance. In addition, pumping is generally used for pouring lightweight concrete, and a phenomenon has been observed in which the pressure applied during pumping promotes water absorption of lightweight aggregate.

そのため、」ンクリート混練後、特にポンプ圧送時にお
いて、軽量骨材の吸水現象を住じないような工夫が必要
である。
Therefore, it is necessary to devise ways to prevent the water absorption phenomenon of lightweight aggregate after concrete mixing, especially during pumping.

従来、上述した軽量骨材の吸水現象を防ぐために、精製
過程で充分に吸水された軽量骨材を用いるか、混線前に
軽量骨材に吸水させておくという対策が取られている。
Conventionally, in order to prevent the above-mentioned water absorption phenomenon of lightweight aggregates, measures have been taken to use lightweight aggregates that have sufficiently absorbed water during the refining process, or to allow lightweight aggregates to absorb water before mixing.

一方、耐凍結融解性を向上させるためには、吸水路の少
ない骨材の使用が望ましい。しかし、吸水墨の少ない軽
量骨材を用いた場合のみならず、従来の事前吸水させた
軽量骨材を用いた場合でも、特に高圧ポンプ圧送時には
軽量骨材の圧力吸水現象が避けられず、スランプ低下等
の問題を生じる。
On the other hand, in order to improve freeze-thaw resistance, it is desirable to use aggregate with fewer suction channels. However, not only when using lightweight aggregates with low water absorption, but also when using conventional lightweight aggregates that have been pre-absorbed, the phenomenon of pressure water absorption in lightweight aggregates is unavoidable, especially when pumped by high-pressure pumps, resulting in slump. This causes problems such as deterioration.

この発明は前述した従来の問題点に鑑みなされたもので
あり、その目的は、軽量コンクリートをポンプ圧送する
場合でも骨材の吸水を低く押えることができるようにし
た軽量骨材を提供づることにある。
This invention was made in view of the conventional problems mentioned above, and its purpose is to provide a lightweight aggregate that can suppress water absorption of the aggregate even when pumping lightweight concrete. be.

上記の目的を達成するために、この発明は、多孔質な軽
量骨材の表層部分に合成樹脂を含浸させ、その粒表面に
防水性の合成樹脂被膜を形成したことを特徴とする。
In order to achieve the above object, the present invention is characterized in that the surface layer of porous lightweight aggregate is impregnated with a synthetic resin, and a waterproof synthetic resin coating is formed on the particle surface.

以下、この発明の実施例を図面に基づいて詳細に説明す
る。
Hereinafter, embodiments of the present invention will be described in detail based on the drawings.

第1図はこの発明に係る合成樹脂で被覆した軽量骨材の
断面を示している。この発明に適用される軽量骨材は従
来から知られた一般的な天然または人工骨材を用いる。
FIG. 1 shows a cross section of a lightweight aggregate coated with a synthetic resin according to the present invention. The lightweight aggregate applied to this invention is a conventionally known general natural or artificial aggregate.

図において、10は骨材であり、これには多数の気泡1
2や毛細孔14が存在している。この多孔質な軽量骨材
の表層部分にポリマーディスパージョン等を含浸させ、
粒表面に防水性の合成樹脂波If!16を形成させる。
In the figure, 10 is aggregate, which contains many air bubbles 1.
2 and capillary pores 14 are present. The surface layer of this porous lightweight aggregate is impregnated with polymer dispersion, etc.
Waterproof synthetic resin wave on grain surface If! 16 is formed.

合成樹脂被膜は、骨材10の表面のみならず毛細孔14
.にも浸透している。
The synthetic resin coating covers not only the surface of the aggregate 10 but also the pores 14.
.. It has also permeated the country.

この合成樹脂被膜16により外部の水分が多孔質な骨材
10に直接接触せず、骨材10の吸水性は阻止される。
This synthetic resin coating 16 prevents external water from coming into direct contact with the porous aggregate 10, thereby inhibiting water absorption of the aggregate 10.

また、骨材10の表層部分のL細孔14にも被膜16の
樹脂が浸透しているため、充分な防水、遮水効果が得ら
れるだ1Jでなく、物即的衝撃により表面被膜16が部
分的に破壊されても、防水、遮水効果はほとんど損われ
ない。
In addition, since the resin of the coating 16 has penetrated into the L pores 14 in the surface layer of the aggregate 10, the surface coating 16 is not only 1J, which can provide sufficient waterproofing and water-blocking effects, but also the surface coating 16 can be damaged by the immediate impact. Even if it is partially destroyed, its waterproof and water-shielding effects will hardly be impaired.

上記被膜16を形成するための合成樹脂材料としては、
防水性、浸透性に優れ、且つ骨材との接着性が良く、耐
摩耗性に優れた材料が望ましい。
The synthetic resin material for forming the coating 16 is as follows:
It is desirable to use a material that has excellent waterproofness and permeability, has good adhesion to aggregate, and has excellent abrasion resistance.

このような材料としては、8分子線合化合物であって、
例えばスヂレンーブタジJン系ゴムラiツクス(以下S
BRと称づる)や、アクリル系合成樹脂エマ、ルジョン
(以下PAEと称する)等のポリマーディスパージョン
が適切である。
Such a material is an 8-molecule linear compound,
For example, Sujilene-butadiene rubber
Polymer dispersions such as BR (hereinafter referred to as BR), acrylic synthetic resins Emma and Lusion (hereinafter referred to as PAE) are suitable.

軽ω骨010に合成樹脂被膜16を形成づる処理法とし
ては、軽量母材10をポリマーディスバージ]ン等に適
宜時間浸漬した後に取出して乾燥させる方法(浸漬法)
と、軽量骨材10にポリマーディスパージョン等を散布
した後に乾燥させる方法(散布法)とが簡便である。浸
漬法の場合、簡It1な水槽等にポリマーディスパーシ
コンを入れ、それに骨材をバラ漬けするだけで充分であ
り、骨材の取出しが容易なように籠等を用いれば作業性
はさらに良い。散布法の場合、骨材にまんべんなくポリ
マーディスパーンョン箸を散布させる必要があることか
ら、振動ふるい機等を用いて軽量骨材を加振しながら散
布作業を行えばよい。浸漬法および散布法のいずれにあ
っても、ポリマーディスパージョン等の乾燥は気中乾燥
で充分である。
The processing method for forming the synthetic resin coating 16 on the light omega bone 010 is a method in which the lightweight base material 10 is immersed in polymer dispersion or the like for an appropriate period of time, then taken out and dried (immersion method).
A method (spraying method) in which a polymer dispersion or the like is sprinkled on the lightweight aggregate 10 and then dried is simple. In the case of the immersion method, it is sufficient to place the polymer dispersion in a simple water tank or the like and soak the aggregate in it, and the workability is even better if a basket or the like is used so that the aggregate can be easily taken out. In the case of the scattering method, it is necessary to spread the polymer dispersion chopsticks evenly over the aggregate, so the scattering work may be performed while vibrating the lightweight aggregate using a vibrating sieve or the like. Regardless of the dipping method or the spraying method, drying in air is sufficient for drying the polymer dispersion and the like.

いずれにしても、浸漬時間、散布度合あるいは乾燥度合
は、使用する骨材の種類や大きさ、ボリン−アイスバー
ジョンの種類に応じて適宜に選定づればよい。
In any case, the soaking time, degree of dispersion, or degree of drying may be appropriately selected depending on the type and size of the aggregate used and the type of Bolin-Ice version.

次に、この発明による軽量骨材の防水効果を被膜16の
ない通常の骨材と比較して具体的に説明づる。第2図の
グラフは、軽量骨材10として造粒型人工軽量骨材の絶
乾量を用い、これに二種類のポリマーディスパージョン
で合成樹脂被膜16を形成した本発明によるものの吸水
特性と、同じ軽量骨材に被膜を形成していないものの吸
水1h性を比較して示している。被膜形成工程はいずれ
も同じで、各ポリマーディスバージ」ンの希釈液に三日
間骨材を浸漬し、24時間気中乾燥したものである。残
る黒丸印の特性は被膜16のない軽量骨材のものである
。これら三種類の軽量骨材を水中に浸漬し、その浸漬時
間と骨材の吸水率の増加量との関係をグラフにしている
。このグラフから明らかなように、本発明による被膜1
6を形成した母材は被膜のない骨材と比較し、吸水率の
増加量は約半分になっている。
Next, the waterproofing effect of the lightweight aggregate according to the present invention will be specifically explained in comparison with a normal aggregate without the coating 16. The graph in FIG. 2 shows the water absorption properties of the present invention, in which the bone dry amount of granulated artificial lightweight aggregate is used as the lightweight aggregate 10, and a synthetic resin coating 16 is formed with two types of polymer dispersions. The figure shows a comparison of the 1-hour water absorption properties of the same lightweight aggregate without a coating. The film forming process was the same in all cases; the aggregate was immersed in a diluted solution of each polymer disperser for three days, and then dried in the air for 24 hours. The remaining properties marked with black circles are those of the lightweight aggregate without coating 16. These three types of lightweight aggregates were immersed in water, and the relationship between the immersion time and the amount of increase in water absorption of the aggregates was graphed. As is clear from this graph, coating 1 according to the present invention
The increase in water absorption of the base material formed with No. 6 is approximately half that of the aggregate without a coating.

次に、上述した三種類の軽量骨材についてのバカ吸水試
験結果を以下の表に基づいて説明する。
Next, the results of the water absorption test for the three types of lightweight aggregates mentioned above will be explained based on the table below.

下記の表において、「被膜なし」は上述した造粒型人工
軽量骨材の絶乾量であり、P△E、SDRはその骨材に
上述した種類のポリマーディスパージョンで被膜16を
形成した、本発明品をさしている。ただし被膜処理工程
は先の例と異なり、各ポリマーディスパージョンに90
時間浸漬後、11日間気中乾燥したものである。試験方
法はJ1S△1128に規定された空気室圧力方法のう
らの骨44條正係数試験法に準拠した。試験結梁は以F
の表の通りであり、表では被膜のない骨材の吸水率を1
とした相対比率で小している。本発明の二種類の骨材の
圧力吸水率はいずれも充分に低くなる。
In the table below, "without coating" is the absolute dry amount of the above-mentioned granulated artificial lightweight aggregate, and P△E and SDR are those obtained by forming a coating 16 on the aggregate with the above-mentioned type of polymer dispersion. Refers to the product of the present invention. However, the coating process is different from the previous example, and each polymer dispersion contains 90%
After being immersed for a period of time, it was dried in the air for 11 days. The test method was based on the urabone 44 positive coefficient test method of the air chamber pressure method specified in J1S△1128. The test connection is as follows.
As shown in the table, the water absorption rate of aggregate without coating is 1
It is small in relative proportion. The pressure water absorption rates of the two types of aggregates of the present invention are both sufficiently low.

この結果からも明らかなように、本発明による軽Iff
材を用いたコンクリートをポンプ圧送しても、骨材の圧
力吸水現象は従来より格段に少なくなり、スランプ低下
等の悪影響を少なくすることができる。
As is clear from this result, the light Ifff according to the present invention
Even when concrete using concrete is pumped, the pressure water absorption phenomenon of the aggregate is much less than before, and negative effects such as slump reduction can be reduced.

以上計細に説明したように、この発明の合成樹脂で被覆
した軽Φ骨材によれば、吸水量a3よび耐久性を考慮し
た低吸水品にJ3いCも、コンクリート混線時およびポ
ンプ紅送等による打設作業時シこおける骨材の吸水が少
なくなり、軽量コンクリートのワーカビリデ−を良好に
保つことができる。
As explained in detail above, according to the light Φ aggregate coated with the synthetic resin of the present invention, J3C is also a low water absorption product that takes into consideration water absorption amount A3 and durability, and can be used when concrete is mixed and pump red The water absorption of the aggregate during pouring work is reduced, and the workability of lightweight concrete can be maintained well.

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

第1図はこの発明の一実施例による軽量骨材の断面図、
第2図はこの発明による軽量骨材の吸水特性を従来と比
較した試験結束のグラノである。 10・・・軽量骨材 12・・・気 泡14・・・毛細
孔 16・・・合成樹脂被膜特許出願人 株式会社 人
 林 組 代理人 弁理士 −色釘輔
FIG. 1 is a sectional view of a lightweight aggregate according to an embodiment of the present invention;
FIG. 2 is a test bundling granite in which the water absorption properties of the lightweight aggregate according to the present invention were compared with conventional ones. 10...Lightweight aggregate 12...Air bubbles 14...Capillary 16...Synthetic resin coating patent applicant Hitobayashi Co., Ltd. Agent Patent attorney - Irokigisuke

Claims (1)

【特許請求の範囲】[Claims] (1)多孔質な軽量骨材の表層部分に合成樹脂を含浸さ
せ、その粒表面に防水性の合成樹脂被膜を形成したこと
を特徴とする合成樹脂で被覆した軽量骨材。
(1) A lightweight aggregate coated with a synthetic resin, characterized in that the surface layer of the porous lightweight aggregate is impregnated with a synthetic resin, and a waterproof synthetic resin coating is formed on the surface of the particles.
JP8825584A 1984-05-04 1984-05-04 Lightweight aggregate coated with synthetic resin Pending JPS60235753A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8825584A JPS60235753A (en) 1984-05-04 1984-05-04 Lightweight aggregate coated with synthetic resin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8825584A JPS60235753A (en) 1984-05-04 1984-05-04 Lightweight aggregate coated with synthetic resin

Publications (1)

Publication Number Publication Date
JPS60235753A true JPS60235753A (en) 1985-11-22

Family

ID=13937758

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8825584A Pending JPS60235753A (en) 1984-05-04 1984-05-04 Lightweight aggregate coated with synthetic resin

Country Status (1)

Country Link
JP (1) JPS60235753A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62241853A (en) * 1986-04-10 1987-10-22 ダイヤライト工業株式会社 Manufacture of excelsior cement board
EP2067753A1 (en) * 2007-12-03 2009-06-10 Lafarge SA Concrete Mix

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50111119A (en) * 1974-02-14 1975-09-01
JPS5360917A (en) * 1976-11-15 1978-05-31 Mitsuji Nakatomi Production of light* strong cement
JPS56134552A (en) * 1980-03-19 1981-10-21 Onoda Cement Co Ltd Low water absorption aggregate
JPS5756372A (en) * 1980-09-19 1982-04-03 Mitsubishi Petrochemical Co Admixing material for lightweight concrete
JPS58110463A (en) * 1981-12-24 1983-07-01 大成道路株式会社 Composite concrete
JPS59227764A (en) * 1983-06-07 1984-12-21 昭和電工株式会社 Aggregate

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50111119A (en) * 1974-02-14 1975-09-01
JPS5360917A (en) * 1976-11-15 1978-05-31 Mitsuji Nakatomi Production of light* strong cement
JPS56134552A (en) * 1980-03-19 1981-10-21 Onoda Cement Co Ltd Low water absorption aggregate
JPS5756372A (en) * 1980-09-19 1982-04-03 Mitsubishi Petrochemical Co Admixing material for lightweight concrete
JPS58110463A (en) * 1981-12-24 1983-07-01 大成道路株式会社 Composite concrete
JPS59227764A (en) * 1983-06-07 1984-12-21 昭和電工株式会社 Aggregate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62241853A (en) * 1986-04-10 1987-10-22 ダイヤライト工業株式会社 Manufacture of excelsior cement board
EP2067753A1 (en) * 2007-12-03 2009-06-10 Lafarge SA Concrete Mix

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