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JP2546385B2 - Centrifugal compaction slag reduction method for concrete - Google Patents
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JP2546385B2 - Centrifugal compaction slag reduction method for concrete - Google Patents

Centrifugal compaction slag reduction method for concrete

Info

Publication number
JP2546385B2
JP2546385B2 JP1212721A JP21272189A JP2546385B2 JP 2546385 B2 JP2546385 B2 JP 2546385B2 JP 1212721 A JP1212721 A JP 1212721A JP 21272189 A JP21272189 A JP 21272189A JP 2546385 B2 JP2546385 B2 JP 2546385B2
Authority
JP
Japan
Prior art keywords
water
concrete
slag
mol
centrifugal
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
Application number
JP1212721A
Other languages
Japanese (ja)
Other versions
JPH0380140A (en
Inventor
和正 山本
良太 市橋
馨 石塚
康夫 有満
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP1212721A priority Critical patent/JP2546385B2/en
Publication of JPH0380140A publication Critical patent/JPH0380140A/en
Application granted granted Critical
Publication of JP2546385B2 publication Critical patent/JP2546385B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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の遠心力締固めノロ低減法に係
り、特にコンクリートの遠心成形にあたり、成形時のノ
ロ中の固形分量を効率的に低減することにより製品品質
を向上させると共に作業性、生産性を向上させるコンク
リートの遠心力締固めノロ低減法に関する。
Description: TECHNICAL FIELD The present invention relates to a method for reducing slag by centrifugal compaction of concrete, and particularly in centrifugal molding of concrete, efficiently reduces the solid content in the slag during molding. The present invention relates to a centrifugal compaction method for reducing slag, which improves product quality as well as workability and productivity.

[従来の技術] コンクリートを注入した型枠を高速回転して、遠心力
でコンクリートを締め固める遠心力締固め成形方法は、
従来より主としてパイル、ポール、ヒューム管などの中
空円筒形の製品の成形に用いられている。遠心力締固め
は、最大遠心力30〜40Gに達するので、余剰水は殆ど排
水され、管体コンクリートの単位体積重量は2500kg/m3
前後となり、従って耐久性、物理的強度、水密性の高い
コンクリート製品が得られる優れた成形法である。
[Prior Art] A centrifugal compaction molding method in which a concrete-filled formwork is rotated at high speed and the concrete is compacted by centrifugal force is
Conventionally, it is mainly used for forming hollow cylindrical products such as piles, poles, and fume tubes. Centrifugal compaction reaches a maximum centrifugal force of 30 to 40 G, so most of the surplus water is drained and the unit volume weight of tubular concrete is 2500 kg / m 3
It is an excellent molding method that can produce a concrete product with high durability, high physical strength, and high watertightness.

ところで、遠心力締固めの成形時に放出される余剰水
の中には、セメント中の微粒分や骨材中の微粒子分が同
時に放出され、これらがスラリーとなって排出される。
このような排出物を含むスラリーは一般にノロと称され
る。このノロは、通常、凝集処理、自然沈降等により固
液分離することにより処理され、固形分は投棄されてい
る。しかして、このようなノロ処理にかかる費用は多大
であることから、従来よりノロ発生量の減容化が切望さ
れている。
By the way, fine particles in the cement and fine particles in the aggregate are simultaneously released into the surplus water released during the centrifugal compaction, and these are discharged as a slurry.
A slurry containing such effluent is commonly referred to as Noro. This slag is usually treated by solid-liquid separation by coagulation treatment, natural sedimentation, etc., and the solid content is discarded. However, since the cost of such a slag treatment is great, it has been eagerly desired to reduce the volume of the slag produced in the past.

従来、遠心力締固め成形法におけるノロ低減方法とし
ては、成形材料に水溶性高分子を添加する方法(特開昭
56−161108、特公昭62−18507、特開昭59−11211)が提
案されている。
Conventionally, as a method for reducing slag in a centrifugal compaction molding method, a method of adding a water-soluble polymer to a molding material (Japanese Patent Application Laid-Open No. S60-12065)
56-161108, JP-B-62-18507, and JP-A-59-11211).

[発明が解決しようとする課題] 従来のノロ低減方法では、凝集剤等を有効成分とする
ものが多く、作業性、製品の内面仕上げ性が悪いという
欠点があった。
[Problems to be Solved by the Invention] In the conventional method for reducing slag, many of them use an aggregating agent or the like as an active ingredient, and there is a drawback that workability and inner surface finish of the product are poor.

なお、従来法のうち、特開昭59−11211には、ポリア
クリル酸ソーダやポリアクリルアミドは効果がないと記
載されており、また、特公昭62−18507では、減水剤を
併用せずに分子量8000〜7万のアクリルアミド/アクリ
ル酸ソーダ共重合体を使用すると効果が良いと記載され
ている。
Incidentally, among the conventional methods, JP-A-59-11211 describes that sodium polyacrylate and polyacrylamide have no effect, and JP-B-62-18507 discloses a molecular weight without using a water reducing agent. The use of 8,000 to 70,000 acrylamide / sodium acrylate copolymer is said to be effective.

本発明は上記従来の問題点を解決し、製品の内面仕上
げ性、作業性、生産性を向上させることができるコンク
リートの遠心力締固めノロ低減法を提供することを目的
とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned conventional problems and provide a method for reducing the centrifugal compaction slag of concrete which can improve the inner surface finishability, workability and productivity of the product.

[課題を解決するための手段] 本発明のコンクリートの遠心力締固めノロ低減法は、
コンクリート中に水溶性高分子ポリマーと、減水剤とを
添加して遠心成形する方法であって、水溶性高分子ポリ
マーとして、 分子量50万〜100万で加水分解率5〜50モル%のポリ
アクリルアミド又はポリメタクリルアミド部分加水分解
物、 或いは、 分子量50万〜100万の、アクリルアミド又はメタクリ
ルアミド50〜95モル%とアクリル酸又はメタクリル酸5
〜50モル%との共重合体の塩 を用いることを特徴とする。
[Means for Solving the Problems] The method of reducing the centrifugal force of concrete according to the present invention reduces
A method of adding a water-soluble polymer and a water-reducing agent to concrete and performing centrifugal molding, wherein the water-soluble polymer has a molecular weight of 500,000 to 1,000,000 and a hydrolysis rate of 5 to 50 mol%. Or a partially hydrolyzed polymethacrylamide, or 50 to 95 mol% of acrylamide or methacrylamide having a molecular weight of 500,000 to 1,000,000 and acrylic acid or methacrylic acid 5
It is characterized in that a salt of a copolymer with about 50 mol% is used.

即ち、本発明者らは、遠心力締固め成形時のノロ固形
分の減少及び製品成形管の内面仕上げ性の向上を図るべ
く鋭意研究の結果、コンクリートの微細成分が表面に分
離しないためには、作業性(ワーカビリティー)に影響
しない程度に、成形材料を適度に増粘させれば良いこと
を見出した。しかして、増粘のために水溶性高分子ポリ
マーを用いると共に、減水剤を併用して、流動性を高
め、作業性を向上させることにより、本発明の目的が達
成されること、また、減水剤を併用する場合、特公昭62
−18507に開示されるポリマーよりも分子量の大きいポ
リマーがノロ低減に効果が良いことを見出し、本発明を
完成させた。
That is, the inventors of the present invention have earnestly studied to reduce the solid content of the noro solid matter during the centrifugal compaction molding and improve the inner surface finish of the product molding pipe, and as a result, the fine components of concrete do not separate on the surface. It was found that the molding material should be appropriately thickened to such an extent that workability is not affected. Therefore, by using a water-soluble polymer for thickening, a water-reducing agent is used in combination to increase fluidity and improve workability, thereby achieving the object of the present invention. When using together agents,
The inventors have found that a polymer having a larger molecular weight than the polymer disclosed in -18507 is effective in reducing slag, and completed the present invention.

以下に本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.

本発明で用いられる水溶性高分子ポリマーは、次の
又は、即ち、 分子量50万〜100万で、加水分解率5〜50モル%の
ポリアクリルアミド又はポリメタクリルアミド部分加水
分解物。
The water-soluble polymer used in the present invention is a polyacrylamide or polymethacrylamide partially hydrolyzed product having the following or, namely, a molecular weight of 500,000 to 1,000,000 and a hydrolysis rate of 5 to 50 mol%.

分子量50万〜100万の、アクリルアミド又はメタク
リルアミド50〜95モル%とアクリル酸又はメタクリル酸
5〜50モル%との共重合体の塩。
A salt of a copolymer of 50 to 95 mol% of acrylamide or methacrylamide and 5 to 50 mol% of acrylic acid or methacrylic acid having a molecular weight of 500,000 to 1,000,000.

である。Is.

このような水溶性高分子ポリマーの分子量が50万未満
では、殆ど増粘作用がなく、ノロ固形分の低減効果はな
い。逆に、分子量が100万を超えると凝集作用が著しく
なり、コンクリートの成形作業性に悪影響を与え、成形
性、生産性が低減する。
When the molecular weight of such a water-soluble polymer is less than 500,000, there is almost no thickening effect, and there is no effect of reducing the solid content of slag. On the other hand, when the molecular weight exceeds 1,000,000, the aggregating action becomes remarkable, which adversely affects the workability of concrete and reduces the formability and productivity.

上記の部分加水分解物の加水分解率が5モル%未満
では増粘作用が低く、50モル%を超えるとコンクリート
中のCa2+イオンとの反応により増粘作用の低下が生じ
る。このような部分加水分解物は、ポリアクリルアミド
又はポリメタクリルアミドを常法に従ってアルカリ加水
分解することにより容易に製造することができる。
When the hydrolysis rate of the above partial hydrolyzate is less than 5 mol%, the thickening action is low, and when it exceeds 50 mol%, the reaction with Ca 2+ ions in the concrete causes a decrease in the thickening action. Such a partial hydrolyzate can be easily produced by subjecting polyacrylamide or polymethacrylamide to alkaline hydrolysis according to a conventional method.

一方、の共重合体の塩は、所定量のアクリルアミド
又はメタクリルアミドとアクリル酸又はメタクリル酸と
を常法に従ってラジカル開始剤の存在下で共重合するこ
とにより容易に製造することができる。
On the other hand, the salt of the copolymer can be easily produced by copolymerizing a predetermined amount of acrylamide or methacrylamide with acrylic acid or methacrylic acid in the presence of a radical initiator according to a conventional method.

このような水溶性高分子ポリマーは、セメントに対し
て0.005〜1重量%、特に0.01〜0.5重量%添加するのが
好ましい。
Such a water-soluble polymer is preferably added in an amount of 0.005 to 1% by weight, particularly 0.01 to 0.5% by weight, based on cement.

一方、減水剤としては、一般に用いられているものを
適用することができ、例えば、(アルキル)ナフタレン
スルホン酸とホルマリンとの縮合物、又は、メチロール
化メラミンスルホン酸とホルマリンとの縮合物、或いは
これらの塩を主成分とする高性能減水剤を用いることが
できる。
On the other hand, as the water reducing agent, a generally used one can be applied, for example, a condensate of (alkyl) naphthalene sulfonic acid and formalin, or a condensate of methylolated melamine sulfonic acid and formalin, or A high-performance water reducing agent containing these salts as a main component can be used.

このような減水剤は、水溶性高分子ポリマーと減水剤
との添加重量比が1:10〜30の範囲となるように添加する
のが好ましい。減水剤に対して水溶性高分子ポリマーの
割合が上記範囲を超えて多い場合には作業性が低下し、
逆に少ない場合には増粘効果が低下し、ノロ中の固形分
を十分に低減させることができない。
Such a water reducing agent is preferably added so that the weight ratio of the water-soluble polymer to the water reducing agent is in the range of 1:10 to 30. If the ratio of the water-soluble polymer to the water-reducing agent exceeds the above range, the workability is lowered,
On the other hand, if the amount is too small, the thickening effect decreases, and the solid content in the roe cannot be sufficiently reduced.

なお、本発明において、コンクリート配合中のセメン
トの種類には特に制限はなく、ポルトランドセメント、
その他、早強セメント、高炉セメント、フライアッシュ
セメント等を用いることができ、その水セメント比等に
も特に制限はない。コンクリート配合成分には、必要に
応じて、膨張剤等を添加しても良いことは言うまでもな
い。
In the present invention, the type of cement in the concrete mix is not particularly limited, Portland cement,
In addition, early-strength cement, blast furnace cement, fly ash cement and the like can be used, and there is no particular limitation on the water cement ratio and the like. It goes without saying that a swelling agent or the like may be added to the concrete composition components, if necessary.

[作用] 減水剤と特定の水溶性高分子ポリマーとを併用するこ
とにより、ノロの低減が図れ、かつ、作業性、生産性、
製品成形管の内面仕上り性の向上が達成される。
[Action] By using a water-reducing agent and a specific water-soluble high-molecular polymer in combination, it is possible to reduce slag, workability, productivity, and
The improvement of the inner surface finish of the product forming pipe is achieved.

即ち、減水剤でセメントを分散し、水溶性高分子ポリ
マーで増粘させて微細粒成分をコンクリート中に保持さ
せることにより、遠心力下でのノロ固形分の低い余剰水
が放出される。
That is, by dispersing cement with a water-reducing agent and increasing the viscosity with a water-soluble polymer to retain fine-grained components in concrete, surplus water with a low solid content of noro is released under centrifugal force.

その上、余剰水の減少も図られ、製品成形管の内面仕
上り性が向上する。
In addition, excess water is reduced, and the finish of the inner surface of the product forming pipe is improved.

[実施例] 以下に実施例及び比較例を挙げて本発明をより具体的
に説明するが、本発明はその要旨を超えない限り、以下
の実施例に限定されるものではない。
[Examples] Hereinafter, the present invention will be described in more detail with reference to Examples and Comparative Examples, but the present invention is not limited to the following Examples unless it exceeds the gist.

実施例1〜5、比較例1〜5 水に第2表に示す水溶性高分子ポリマーと高性能減水
剤を所定量溶解させ、強制練りミキサーにて、第1表に
示す配合のコンクリートを練り混ぜた後、内径20cm、高
さ30cmの遠心供試体に15kg充填した。投入終了後、低速
(5G)2分、中速(12G)30秒、高速(30G)6分の遠心
成形条件で締固めた。締固め終了後、ノロ発生量、ノロ
中の固形分量を測定し、また、供試体の内面仕上りを目
視で判定した。その後、前置時間3時間、昇温速度20℃
/Hr、最高温度65℃で4時間の蒸気養生を行って、脱型
後の圧縮強度を測定した。結果を第2表に示す。
Examples 1 to 5 and Comparative Examples 1 to 5 Water-soluble high-molecular weight polymers shown in Table 2 and high-performance water-reducing agents were dissolved in water in predetermined amounts, and concrete having a composition shown in Table 1 was kneaded with a forced kneading mixer. After mixing, 15 kg of a centrifuge sample having an inner diameter of 20 cm and a height of 30 cm was filled. After completion of the charging, the mixture was compacted under centrifugal molding conditions of low speed (5G) for 2 minutes, medium speed (12G) for 30 seconds, and high speed (30G) for 6 minutes. After the completion of compaction, the amount of slag produced and the amount of solids in the slag were measured, and the inner surface finish of the specimen was visually determined. Then, pre-positioning time 3 hours, heating rate 20 ℃
/ Hr, maximum temperature of 65 ° C., steam curing was performed for 4 hours, and the compressive strength after demolding was measured. The results are shown in Table 2.

第1表より、本発明の方法によれば、スランプ値が良
好で作業性に優れ、しかも、ノロ発生量、ノロ中の固形
分量が共に低減され、また製品成形管の内面仕上り性も
向上する上に、得られる製品の強度も著しく高いものと
なることが明らかである。
From Table 1, according to the method of the present invention, the slump value is good and the workability is excellent, the amount of slag and the solid content in the slag are both reduced, and the inner surface finish of the product forming pipe is also improved. Moreover, it is clear that the strength of the resulting product is also significantly higher.

[発明の効果] 以上詳述した通り、本発明のコンクリートの遠心力締
固めノロ低減法によれば、 ノロ発生量が低減され、またノロ中の固形分量も低
減される。
[Effects of the Invention] As described in detail above, according to the method for reducing slag by concentrating centrifugal force on concrete according to the present invention, the amount of slag produced is reduced and the amount of solid content in the slag is also reduced.

より、ノロ処理コストが大幅に低減される。 As a result, the slag processing cost is significantly reduced.

製品成形管の内面仕上り性が向上し、浮、だれ、ク
ラック等のない良好な製品が得られる。
The inner surface finish of the product forming tube is improved, and a good product free from floating, sagging, cracks, etc. can be obtained.

製品強度等の諸特性も向上される。 Various properties such as product strength are also improved.

作業性が著しく良好で生産性が高い。 Workability is extremely good and productivity is high.

等の効果が達成され、低コストかつ高生産効率にて、高
品質の製品を製造することが可能とされる。
It is possible to manufacture high quality products at low cost and high production efficiency.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 有満 康夫 東京都新宿区西新宿3丁目4番7号 栗 田工業株式会社内 (56)参考文献 特開 昭56−161108(JP,A) 特公 昭48−30330(JP,B1) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yasuo Arimitsu 3-4-7 Nishishinjuku, Shinjuku-ku, Tokyo Kurita Industry Co., Ltd. (56) Reference JP-A-56-161108 (JP, A) Kosho 48-30330 (JP, B1)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】コンクリート中に水溶性高分子ポリマー
と、減水剤とを添加して遠心成形する方法であって、水
溶性高分子ポリマーとして、 分子量50万〜100万で加水分解率5〜50モル%のポリア
クリルアミド又はポリメタクリルアミド部分加水分解
物、 或いは、 分子量50万〜100万の、アクリルアミド又はメタクリル
アミド50〜95モル%とアクリル酸又はメタクリル酸5〜
50モル%との共重合体の塩 を用いることを特徴とするコンクリートの遠心力締固め
ノロ低減法。
1. A method of adding a water-soluble polymer and a water-reducing agent to concrete and performing centrifugal molding, wherein the water-soluble polymer has a molecular weight of 500,000 to 1,000,000 and a hydrolysis rate of 5 to 50. Mol% polyacrylamide or polymethacrylamide partial hydrolyzate, or 50 to 95 mol% acrylamide or methacrylamide having a molecular weight of 500,000 to 1,000,000 and acrylic acid or methacrylic acid 5 to 5
A method for reducing the centrifugal compaction slag by using a salt of a copolymer with 50 mol%.
JP1212721A 1989-08-18 1989-08-18 Centrifugal compaction slag reduction method for concrete Expired - Lifetime JP2546385B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1212721A JP2546385B2 (en) 1989-08-18 1989-08-18 Centrifugal compaction slag reduction method for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1212721A JP2546385B2 (en) 1989-08-18 1989-08-18 Centrifugal compaction slag reduction method for concrete

Publications (2)

Publication Number Publication Date
JPH0380140A JPH0380140A (en) 1991-04-04
JP2546385B2 true JP2546385B2 (en) 1996-10-23

Family

ID=16627335

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1212721A Expired - Lifetime JP2546385B2 (en) 1989-08-18 1989-08-18 Centrifugal compaction slag reduction method for concrete

Country Status (1)

Country Link
JP (1) JP2546385B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2554576B2 (en) * 1992-04-30 1996-11-13 日本ヒューム管株式会社 Centrifugal molding of concrete
JP2696647B2 (en) * 1992-08-31 1998-01-14 鹿島建設株式会社 How to make flowing concrete

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5148745B2 (en) * 1971-08-20 1976-12-22
JPS56161108A (en) * 1980-05-15 1981-12-11 Kao Corp Method of treating slag formed during centrifugal molding

Also Published As

Publication number Publication date
JPH0380140A (en) 1991-04-04

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