[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JPH1110628A - Mamufacture of concrete cylindrical tube - Google Patents

Mamufacture of concrete cylindrical tube

Info

Publication number
JPH1110628A
JPH1110628A JP16633097A JP16633097A JPH1110628A JP H1110628 A JPH1110628 A JP H1110628A JP 16633097 A JP16633097 A JP 16633097A JP 16633097 A JP16633097 A JP 16633097A JP H1110628 A JPH1110628 A JP H1110628A
Authority
JP
Japan
Prior art keywords
concrete
cylindrical tube
thickener
fiber
mortar
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
JP16633097A
Other languages
Japanese (ja)
Other versions
JP3378772B2 (en
Inventor
Shinji Urano
伸治 浦野
Shinichi Tomiuchi
慎一 富内
Takayoshi Akai
崇嘉 赤井
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP16633097A priority Critical patent/JP3378772B2/en
Publication of JPH1110628A publication Critical patent/JPH1110628A/en
Application granted granted Critical
Publication of JP3378772B2 publication Critical patent/JP3378772B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/56Compositions suited for fabrication of pipes, e.g. by centrifugal casting, or for coating concrete pipes

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To manufacture a reduced thickness and light weight concrete cylindrical tube by adding thickener to powder material for concrete, mixing reinforcing short fiber having lower specific gravity than that of the powder material therewith, and centrifugally molding mortal material obtained by preparing so that flow cone bulk height becomes specific value, thereby clearly releasing it from a foam. SOLUTION: Thickener is added to powder material for concrete, reinforcing short fiber having lower specific gravity than that of the powder material is mixed therewith, and mortar material obtained by preparing so that its flow cone height becomes 60 to 70 is centrifugally molded. Viscosity of the mortar material is enhanced by adding the thickener to suppress movement of the mixed fiber. And, an amount of the fiber to be squeezed out by the centrifugal force at the time of centrifugally molding is reduced. And, the fiber is sufficiently retained in matrix to sufficiently develop a strength of the concrete cylindrical tube. And, water holding capacity of the mortar material is enhanced to ensure water content amount necessary to uniformly extend the mortal material. The tube having reduced thickness, light weight, no unevenness in tube thickness and satisfactory quality can be obtained.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、コンクリート製
円筒管の製造方法に関するものである。さらに詳しく
は、この発明は、薄厚軽量のコンクリート製円筒管を製
造することのできる、実用可能なコンクリート製円筒管
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 manufacturing a concrete cylindrical tube. More specifically, the present invention relates to a method of manufacturing a practical concrete cylindrical tube capable of manufacturing a thin and lightweight concrete cylindrical tube.

【0002】[0002]

【従来の技術】従来より、ヒューム管等に用いられてい
るコンクリート製円筒管は、遠心成形法により製造され
てきている。補強材として鉄筋を内蔵した円筒管には、
一般に2〜3mmφの鉄筋が使用されており、この鉄筋の
腐食を防止するために25〜30mm程度のコンクリート
かぶり厚が必要となっている。このため、鉄筋を挿入し
たコンクリート製円筒管の場合には、管厚が最低でも5
0〜60mmとなり、薄厚にはしにくいという問題があっ
た。
2. Description of the Related Art Conventionally, concrete cylindrical tubes used for fume tubes and the like have been manufactured by centrifugal molding. Cylindrical pipes with built-in reinforcement as reinforcement
Generally, a reinforcing bar having a diameter of 2 to 3 mm is used, and a concrete cover thickness of about 25 to 30 mm is required to prevent corrosion of the reinforcing bar. For this reason, in the case of a concrete cylindrical pipe into which a reinforcing bar is inserted, the pipe thickness must be at least 5
The thickness is 0 to 60 mm, and there is a problem that it is difficult to reduce the thickness.

【0003】そこで、薄厚のコンクリート製円筒管を実
現するために、たとえば、鉄筋に代えて耐アルカリ性ガ
ラス繊維の連続繊維を補強材として使用し、円筒管の内
表面と外表面にその耐アルカリ性ガラス繊維のロービン
グを埋設する方法が考えられている。この方法による
と、10mm程度の薄厚で軽量のコンクリート製円筒管を
製造することができる。
Therefore, in order to realize a thin concrete cylindrical tube, for example, a continuous fiber of alkali-resistant glass fiber is used as a reinforcing material instead of a reinforcing bar, and the alkali-resistant glass is provided on the inner surface and the outer surface of the cylindrical tube. A method of burying fiber rovings has been considered. According to this method, a thin and lightweight concrete cylindrical tube of about 10 mm can be manufactured.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記方
法では、開口部を有する円筒管を作製する場合に、開口
部用部材を型枠内にセットして成形すると、その開口部
用部材を成形後に円筒管からきれいに脱型することがで
きないという問題がある。また、上記方法は、設備が大
掛かりなものとなり、コストパフォーマンスが良好では
ないという問題もあり、実用化には適していない。
However, in the above-mentioned method, when a cylindrical tube having an opening is manufactured, the member for the opening is set in a mold and molded, and then the member for the opening is formed after molding. There is a problem that it cannot be removed from the cylindrical tube cleanly. In addition, the above method has a problem that the equipment is large-scale and the cost performance is not good, and is not suitable for practical use.

【0005】このように、薄厚軽量のコンクリート製円
筒管の製造を実用可能とする製造方法の実現が望まれて
いる。この発明は、以上の通りの事情に鑑みてなされた
ものであり、従来のコンクリート製円筒管の製造上の欠
点を解消し、薄厚軽量のコンクリート製円筒管を製造す
ることのできる、実用可能なコンクリート製円筒管の製
造方法を提供することを目的としている。
[0005] As described above, it is desired to realize a manufacturing method which makes it possible to practically manufacture a thin, lightweight concrete cylindrical tube. The present invention has been made in view of the above circumstances, and solves the disadvantages of the conventional production of a concrete cylindrical tube, and is capable of producing a thin, lightweight concrete cylindrical tube. It is an object of the present invention to provide a method for manufacturing a concrete cylindrical tube.

【0006】[0006]

【課題を解決するための手段】この発明は、上記の課題
を解決するものとして、コンクリート用粉体材料に増粘
剤を添加し、前記粉体材料よりも低比重の補強用短繊維
を配合してフローコーン嵩高さが60〜70となるよう
に調整したモルタル材料を遠心成形し、コンクリート製
円筒管を作製することを特徴とするコンクリート製円筒
管の製造方法を提供する。
The present invention solves the above-mentioned problems by adding a thickener to a concrete powder material and blending reinforcing short fibers having a lower specific gravity than the powder material. The present invention provides a method for producing a concrete cylindrical tube, which comprises centrifugally molding a mortar material adjusted so that the flow cone has a bulkiness of 60 to 70 to produce a concrete cylindrical tube.

【0007】[0007]

【発明の実施の形態】以下、この発明のコンクリート製
円筒管の製造方法についてさらに詳しく説明する。この
発明のコンクリート製円筒管の製造方法では、上記の通
り、コンクリート用粉体材料に増粘剤を添加し、前記粉
体材料よりも低比重の補強用短繊維を配合してフローコ
ーン嵩高さが60〜70となるように調整したモルタル
材料を遠心成形する。
BEST MODE FOR CARRYING OUT THE INVENTION The method for manufacturing a concrete cylindrical pipe according to the present invention will be described below in more detail. In the method for producing a concrete cylindrical tube according to the present invention, as described above, a thickener is added to a powder material for concrete, and short fibers for reinforcement having a lower specific gravity than the powder material are blended to increase the flow cone bulkiness. Is adjusted by centrifugal molding.

【0008】コンクリート製円筒管のマトリックスを形
成するコンクリート用粉体材料にこれよりも比重の小さ
い、たとえば比重約 2.5以下の補強用短繊維としてプレ
ミックスしたモルタル材料は、遠心成形すると、混入し
た短繊維が、比重がコンクリート用粉体材料よりも小さ
いために成形時の遠心力で円筒管内空部に絞り出され、
分離露出し、マトリックス中に残らないため、強度発現
不良を引き起す。
A mortar material premixed with a powder material for concrete forming a matrix of a concrete cylindrical tube as a reinforcing short fiber having a specific gravity smaller than that of the concrete powder, for example, about 2.5 or less, is subjected to centrifugal molding to obtain mixed mortar material. The fibers are squeezed out into the inner space of the cylindrical tube by centrifugal force during molding because the specific gravity is smaller than the powder material for concrete,
Since it is separated and exposed and does not remain in the matrix, poor strength expression is caused.

【0009】また、補強用短繊維をプレミックスしたモ
ルタル材料は、保水力が低いために、型枠内に投入され
た直後から遠心力で粉体材料よりも比重の小さい水が内
空部に絞り出され、モルタル材料が最適水分量で均一に
伸びて締め固められる前に水が絞り出されてしまう。そ
の結果として、管厚のばらつきが大きくなるなどの成形
不良が発生する。この成形不良の発生は、上記モルタル
材料がそれ自体流動性の低いものであることにも起因し
ている。すなわち、上記モルタル材料は、流動性が低い
ため、遠心力によって伸び広がるのに時間がかかるにも
かかわらず、水が、モルタル材料が伸び広がる以前に上
記の通り内空部に絞り出されてしまうので、流動性がさ
らに低下し、管厚のばらつきを助長するのである。この
ため、コンクリート製円筒管の製造に、コンクリート用
粉体材料にこれよりも比重の小さい補強用短繊維をプレ
ミックスしたモルタル材料はこれまで使用されてこなか
ったのである。
Further, since the mortar material in which the reinforcing short fibers are premixed has a low water retention capacity, water having a lower specific gravity than the powder material is centrifugally applied to the inner space immediately after being put into the mold. The water is squeezed out before the mortar material is evenly stretched and compacted with the optimum amount of moisture. As a result, molding defects such as an increase in variation in tube thickness occur. The occurrence of the molding failure is also due to the fact that the mortar material itself has low fluidity. That is, although the mortar material has low fluidity, it takes time to expand and spread due to centrifugal force, but water is squeezed into the inner space before the mortar material expands as described above. As a result, the fluidity is further reduced, and the variation in tube thickness is promoted. For this reason, a mortar material prepared by premixing a concrete powder material with a reinforcing short fiber having a lower specific gravity than the concrete powder material has not been used for the production of a concrete cylindrical tube.

【0010】この発明のコンクリート製円筒管の製造方
法は、上記モルタル材料をあえて使用し、上記欠点を克
服して、薄厚軽量のコンクリート製円筒管を高品質で製
造可能とし、同時に、実用化を可能とする。そのため
に、この発明のコンクリート製円筒管の製造方法では、
モルタル材料に増粘剤をフローコーン嵩高さで60〜7
0となるように調整して添加する。
The method of manufacturing a concrete cylindrical tube according to the present invention makes it possible to produce a thin, lightweight concrete cylindrical tube of high quality while overcoming the above-mentioned drawbacks by intentionally using the mortar material, and at the same time, to commercialize the tube. Make it possible. Therefore, in the method for manufacturing a concrete cylindrical tube of the present invention,
Add thickener to mortar material with flow cone bulkiness of 60-7
It is adjusted to be 0 and added.

【0011】増粘剤を添加すると、モルタル材料の粘性
が高くなり、混入した補強用短繊維の動きが抑制され、
遠心成形時に加わる遠心力で絞り出される補強用短繊維
の量を低減させることができる。補強用短繊維は、マト
リックス中に十分な量残ることとなり、コンクリート製
円筒管の強度は十分に発現する。また、増粘剤の添加に
よりモルタル材料の保水力が高くなり、モルタル材料が
均一延びるのに必要な水分量を確保することができる。
水は、遠心成形時に徐々に絞り出され、モルタル材料
は、伸び広げられるまで十分な水量を保持することがで
きる。
[0011] When the thickener is added, the viscosity of the mortar material is increased, and the movement of the mixed reinforcing short fibers is suppressed.
The amount of reinforcing short fibers squeezed out by centrifugal force applied during centrifugal molding can be reduced. A sufficient amount of the reinforcing short fibers remains in the matrix, and the strength of the concrete cylindrical tube is sufficiently exhibited. In addition, the addition of the thickener increases the water retention capacity of the mortar material, and can secure the amount of water necessary for the mortar material to be uniformly extended.
Water is squeezed out gradually during centrifugal molding, and the mortar material can maintain a sufficient amount of water until it is stretched and spread.

【0012】この増粘剤は、フローコーン嵩高さが60
〜70となるように調整して添加する。ここで、フロー
コーンとは、JIS R 5201に規定されているモルタ
ル材料の軟らかさを測るフロー試験に用いられる円錐形
の鉄製容器である。フロー試験では、フローテーブルの
上にフローコーンを載せ、その中にモルタル材料を詰め
た後に、フローコーンを取り去り、次いでフローテーブ
ルを1秒間に1回の速さで15回上下させた後の広がっ
たモルタル材料からフローコーン嵩高さがmm単位で測定
される。
This thickener has a flow cone bulkiness of 60.
It is adjusted to be ~ 70 and added. Here, the flow cone is a conical iron container used in a flow test for measuring the softness of a mortar material specified in JIS R 5201. In the flow test, a flow cone is placed on a flow table, mortar material is packed therein, the flow cone is removed, and then the flow table is moved up and down 15 times at a rate of once a second, and then spread. The flow cone bulk is measured in mm from the mortar material.

【0013】フローコーン嵩高さが60未満の場合に
は、増粘剤の添加量が少なく、遠心成形により補強繊維
が円筒管の内表面に浮き出てしまう。70を超えると、
増粘剤が過剰となり、モルタル材料の流動性が低下し、
管厚のばらつきなどの成形不良の原因となる。増粘剤の
種類については特に制限はないが、中でもメチルロース
は好ましいものとして例示される。メチルセルロースを
増粘剤として使用する場合には、成形後の円筒管内表面
に補強用短繊維が現れずに済み、きれいな外観が得られ
る。これは、メチルセルロースの働きによりモルタル材
料の保水力が高まるからである。遠心成形時に絞り出さ
れる水分量がより低減され、マトリックス中に水が十分
以上に残り、これがセメント水となって円筒管の内表面
で硬化し、補強用短繊維の現出を防止するのである。こ
のようなメチルセルロースには、たとえば65SH−40
00(信越化学(株)製)を用いることができる。内表面
に補強用短繊維の現れないコンクリート製円筒管は、た
とえば門柱としての使用に耐え得る。円筒管の内空間を
ポストとして利用する場合には内表面が見えることがあ
るが、メチルセルロースを増粘剤として使用して作製し
たコンクリート製円筒管は、外観不良とはならない。
When the flow cone has a bulkiness of less than 60, the amount of the thickener to be added is small, and the reinforcing fibers float on the inner surface of the cylindrical tube by centrifugal molding. If it exceeds 70,
The thickener becomes excessive, the fluidity of the mortar material decreases,
It causes molding defects such as variations in tube thickness. The type of the thickener is not particularly limited, but among them, methylose is exemplified as a preferable one. When methylcellulose is used as a thickener, short fibers for reinforcement do not appear on the inner surface of the cylindrical tube after molding, and a clean appearance is obtained. This is because the water retention of the mortar material is increased by the action of methyl cellulose. The amount of water squeezed out during centrifugal molding is further reduced, and more than enough water remains in the matrix, which becomes cement water and hardens on the inner surface of the cylindrical tube, preventing the appearance of short fibers for reinforcement. . Such methylcellulose includes, for example, 65SH-40
00 (manufactured by Shin-Etsu Chemical Co., Ltd.) can be used. A concrete cylindrical tube having no reinforcing short fibers on its inner surface can withstand use as, for example, a gate post. When the inner space of the cylindrical tube is used as a post, the inner surface may be visible, but a concrete cylindrical tube manufactured using methylcellulose as a thickening agent does not have a poor appearance.

【0014】このように、この発明のコンクリート製円
筒管の製造方法は、コンクリート用粉体材料にこれより
も比重の小さい補強用短繊維を配合したプレミックスモ
ルタル材料を使用し、これに所定量の増粘剤を添加する
ことにより、薄厚軽量のコンクリート製円筒管を管厚の
ばらつきを抑え、高品質で製造することができる。型枠
からの脱型もきれいに行われ、設備が大掛かりとなるこ
ともなく、コストパフォーマンスは良好で、実用化に適
している。
As described above, the method for manufacturing a concrete cylindrical tube according to the present invention uses a premix mortar material in which a reinforcing powder having a smaller specific gravity is mixed with a powder material for concrete, and a predetermined amount of By adding the thickening agent, a thin and lightweight concrete cylindrical tube can be manufactured with high quality while suppressing variations in tube thickness. Removal from the mold is performed neatly, the equipment is not large, the cost performance is good, and it is suitable for practical use.

【0015】この発明のコンクリート製円筒管の製造方
法では、上記モルタル材料を遠心成形するに先立って、
コンクリート用粉体材料に補強用短繊維を 0.5%以下配
合し、増粘剤を添加しないモルタル材料を遠心成形機に
投入して遠心成形し、表層を形成することもできる。補
強用短繊維の添加量が多くなるにつれて、作製されるコ
ンクリート製円筒管の表面には気泡痕が見られるように
なる。これは、繊維自体が気泡を持っていたり、増粘剤
の添加によりモルタル材料の粘性が高くなるために、繊
維を混練する際に空気を抱き込むことなどに起因する。
モルタル材料に取り込まれた気泡は、遠心成形時に絞り
出されることなく製品の表面に残留し、気泡痕が形成さ
れることになる。このような気泡痕は、特に模様付きの
円筒管を作製する場合に外観不良の問題となる。
In the method for manufacturing a concrete cylindrical pipe according to the present invention, prior to centrifugally forming the mortar material,
The surface layer can also be formed by mixing 0.5% or less of reinforcing short fibers with a concrete powder material, and putting a mortar material without a thickener into a centrifugal molding machine and performing centrifugal molding. As the amount of the reinforcing short fibers increases, the surface of the produced concrete cylindrical tube has bubble marks. This is because the fibers themselves have air bubbles or the viscosity of the mortar material increases due to the addition of the thickener, so that air is trapped when the fibers are kneaded.
The air bubbles taken into the mortar material remain on the surface of the product without being squeezed out at the time of centrifugal molding, and air bubble marks are formed. Such a bubble mark becomes a problem of poor appearance especially when a patterned cylindrical tube is manufactured.

【0016】そこで、増粘剤添加のモルタル材料を遠心
成形する以前に、補強用短繊維の配合割合を 0.5%以下
とし、増粘剤無添加のモルタル材料を遠心成形機に投入
し、遠心成形して表層を形成する。次いで増粘剤を所定
量添加したモルタル材料を同様にして遠心成形すること
で、二層構造を有するコンクリート製円筒管が作製さ
れ、表面に気泡痕のない良好な外観を形成することがで
きる。円筒管の表層を形成する 0.5%以下の補強用短繊
維を含有し、増粘剤無添加のモルタル材料は、繊維の混
入量が少なく、しかも増粘剤が無添加のため、遠心成形
時に空気の抱き込みが少なく、表面に気泡が残留しな
い。
Therefore, before the mortar material to which the thickener is added is subjected to centrifugal molding, the blending ratio of the reinforcing short fibers is set to 0.5% or less, and the mortar material to which the thickener is not added is charged into a centrifugal molding machine. To form a surface layer. Next, the mortar material to which the thickener is added in a predetermined amount is similarly centrifugally molded, whereby a concrete cylindrical tube having a two-layer structure is produced, and a good appearance having no air bubble mark on the surface can be formed. Mortar materials containing 0.5% or less of reinforcing short fibers that form the surface layer of the cylindrical tube and containing no thickener contain little fiber and have no added thickener. And there are no air bubbles remaining on the surface.

【0017】表層を形成するモルタル材料に配合する補
強用短繊維が 0.5%を超えると、表面にクラックが発生
しやすくなる。また、この発明のコンクリート製円筒管
の製造方法では、増粘剤添加のモルタル材料に減水剤
を、たとえば 0.3〜 1.5%程度の若干量添加しても構わ
ない。遠心成形時にモルタル材料からは水が絞り出され
るが、その際に混入した補強用短繊維も水に引きずられ
るようにして絞り出されることがある。上記減水剤は、
若干量の添加によりモルタル材料の水分量を減らすこと
ができ、遠心成形時に絞り出される水分量を減少させ、
補強用短繊維のモルタル材料中からの損失を抑制する。
減水剤としては、たとえばマイティ(花王(株)製)を
使用することができる。
If the amount of the reinforcing short fibers added to the mortar material forming the surface layer exceeds 0.5%, cracks are likely to be generated on the surface. In the method for manufacturing a concrete cylindrical tube of the present invention, a water reducing agent may be added to the mortar material to which the thickener is added in a small amount, for example, about 0.3 to 1.5%. Water is squeezed out of the mortar material at the time of centrifugal molding, and the reinforcing short fibers mixed at that time may be squeezed out by the water. The water reducing agent,
By adding a small amount, it is possible to reduce the amount of water in the mortar material, reduce the amount of water squeezed out during centrifugal molding,
The loss of the reinforcing short fibers from the mortar material is suppressed.
As the water reducing agent, for example, Mighty (manufactured by Kao Corporation) can be used.

【0018】さらに、この発明のコンクリート製円筒管
の製造方法では、コンクリート用粉体材料に一成分とし
て使用する細砂には、粒径が小さく、しかも粒径の揃っ
た5号珪砂等を採用することができる。このような5号
珪砂等の使用は、モルタル材料の流動性を改善し、遠心
成形機投入後の材料の伸びを良好とし、管厚のばらつき
を抑えるのに効果的となる。
Further, in the method for producing a concrete cylindrical tube of the present invention, fine sand having a small particle size and a uniform particle size is used as fine sand used as one component in the powder material for concrete. can do. The use of No. 5 silica sand or the like is effective in improving the fluidity of the mortar material, improving the elongation of the material after being put into the centrifugal molding machine, and suppressing the variation in tube thickness.

【0019】[0019]

【実施例】実施例1 セメント/細砂=1/1(重量%)のコンクリート用粉
体材料に、ポリエーテル(三洋化成(株)製、NK−5
0)を増粘剤として0.0002〜0.0010(重量%)添加し、
ミキサーで乾式混合した後に、フロー値(流動性)が 1
60〜 180程度(リングサイズ55φ×50H)となるよ
うに水を加え、湿式混合した。次いで、ビニロン短繊維
(耐アルカリガラス繊維)を補強繊維として2〜5%添
加し、再度攪拌し、フローコーン嵩高さが60〜70の
範囲となるように、スラリーの流動性を調整し、モルタ
ル材料を作製した。
EXAMPLE 1 Concrete powder material of cement / fine sand = 1/1 (% by weight) was mixed with polyether (NK-5, manufactured by Sanyo Chemical Co., Ltd.).
0) as a thickener, 0.0002 to 0.0010 (% by weight) is added,
After dry mixing with a mixer, the flow value (fluidity) is 1
Water was added so as to be about 60 to 180 (ring size 55φ × 50H) and wet-mixed. Next, 2 to 5% of vinylon short fiber (alkali-resistant glass fiber) is added as a reinforcing fiber, and the mixture is stirred again, and the fluidity of the slurry is adjusted so that the flow cone has a bulkiness in the range of 60 to 70. Materials were made.

【0020】遠心成形機を350rpmの低速回転で回転させ
ながら、上記モルタル材料を成形機の型枠内に投入し
た。モルタル材料が型枠内で均一の伸びていることを確
認した後に、成形機の回転数を350rpm(1min )→600r
pm(2〜3min )→100rpm(10〜15min )と上げ、
締め固めを行った。成形された円筒管は型枠からきれい
に脱型され、外径 350mmφ、長さ1800mm、厚み10〜1
2mmの薄厚で軽量のものであった。管厚のばらつきも抑
制され、品質に優れたコンクリート製円筒管が実現され
た。実施例2 セメント/骨材=1/1(重量%)のコンクリート用粉
体材料に、フロー値(流動性)が 160〜 180程度(リン
グサイズ55φ×50H)となるように水を加え、湿式
混合し、繊維長10mm以下のビニロン短繊維(耐アルカ
リガラス繊維)を 0.5%以下となるように添加した。こ
のモルタル材料を遠心成形機に投入し、管厚2〜3mmと
なるように成形締め固めを行った。型枠内に溜まったモ
ルタル材料から絞り出された水を取り除いた後に、実施
例1で作製したモルタル材料を遠心成形機に投入し、実
施例1と同様にして遠心成形を行った。
While rotating the centrifugal molding machine at a low speed of 350 rpm, the above-mentioned mortar material was charged into the mold of the molding machine. After confirming that the mortar material is uniformly extended in the mold, the rotational speed of the molding machine is increased from 350 rpm (1 min) to 600 r.
pm (2-3min) → 100rpm (10-15min)
Compaction was performed. The formed cylindrical tube is cleanly removed from the mold, and has an outer diameter of 350mmφ, a length of 1800mm, and a thickness of 10-1.
It was 2 mm thin and lightweight. The variation in pipe thickness was suppressed, and a high quality concrete cylindrical pipe was realized. Example 2 Water was added to a concrete / powder material of cement / aggregate = 1/1 (% by weight) so that the flow value (fluidity) became about 160 to 180 (ring size 55φ × 50H), and wet After mixing, vinylon short fibers (alkali resistant glass fibers) having a fiber length of 10 mm or less were added so as to be 0.5% or less. The mortar material was charged into a centrifugal molding machine, and compacted to a thickness of 2 to 3 mm. After removing the water squeezed out of the mortar material accumulated in the mold, the mortar material produced in Example 1 was put into a centrifugal molding machine, and centrifugal molding was performed in the same manner as in Example 1.

【0021】得られたコンクリート製円筒管は、二層構
造を有し、表層表面には気泡痕がなく、また、クラック
もない良好な外観を有していた。もちろんこの発明は、
以上の実施例によって限定されるものではない。コンク
リート用粉体材料および増粘剤の種類、配合割合等の細
部については様々な態様が可能であることは言うまでも
ない。
The obtained concrete cylindrical tube had a two-layer structure, had no bubble mark on the surface of the surface layer, and had a good appearance with no cracks. Of course, this invention
It is not limited by the above embodiment. It goes without saying that various aspects are possible for details such as the type and the mixing ratio of the concrete powder material and the thickener.

【0022】[0022]

【発明の効果】以上詳しく説明した通り、この発明によ
って、従来では適用不可能とされていた補強繊維をプレ
ミックスしたモルタル材料を用い、これを遠心成形して
薄厚軽量で管厚のばらつきのない品質の良好なコンクリ
ート製円筒管を製造することができる。実用可能な製造
方法として期待される。
As described above in detail, according to the present invention, a mortar material premixed with a reinforcing fiber, which was previously unapplicable, is centrifugally molded to be thin and light, and has no variation in tube thickness. A high quality concrete cylindrical tube can be manufactured. This is expected as a practical production method.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート用粉体材料に増粘剤を添加
し、前記粉体材料よりも低比重の補強用短繊維を配合し
てフローコーン嵩高さが60〜70となるように調整し
たモルタル材料を遠心成形し、コンクリート製円筒管を
作製することを特徴とするコンクリート製円筒管の製造
方法。
1. A mortar in which a thickener is added to a powder material for concrete and reinforcing fibers having a lower specific gravity than the powder material are blended to adjust a flow cone bulkiness to 60 to 70. A method for manufacturing a concrete cylindrical tube, comprising centrifugally forming a material to produce a cylindrical tube made of concrete.
【請求項2】 増粘剤としてメチルセルロースを用いる
請求項1記載のコンクリート製円筒管の製造方法。
2. The method according to claim 1, wherein methylcellulose is used as a thickener.
【請求項3】 コンクリート用粉体材料に補強用短繊維
を 0.5%以下配合し、増粘剤無添加のモルタル材料をま
ず遠心成形して表層を形成した後に、請求項1又は2記
載のモルタル材料を遠心成形して二層構造を有するコン
クリート製円筒管を作製する請求項1又は2記載のコン
クリート製円筒管の製造方法。
3. The mortar according to claim 1, wherein a mortar material containing no thickener is first formed by centrifugal molding to form a surface layer. The method for producing a concrete cylindrical tube according to claim 1 or 2, wherein the material is formed by centrifugal molding to produce a concrete cylindrical tube having a two-layer structure.
JP16633097A 1997-06-23 1997-06-23 Method of manufacturing concrete cylindrical tube Expired - Fee Related JP3378772B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16633097A JP3378772B2 (en) 1997-06-23 1997-06-23 Method of manufacturing concrete cylindrical tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16633097A JP3378772B2 (en) 1997-06-23 1997-06-23 Method of manufacturing concrete cylindrical tube

Publications (2)

Publication Number Publication Date
JPH1110628A true JPH1110628A (en) 1999-01-19
JP3378772B2 JP3378772B2 (en) 2003-02-17

Family

ID=15829371

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16633097A Expired - Fee Related JP3378772B2 (en) 1997-06-23 1997-06-23 Method of manufacturing concrete cylindrical tube

Country Status (1)

Country Link
JP (1) JP3378772B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008162843A (en) * 2006-12-28 2008-07-17 Taiheiyo Material Kk High-strength admixture and concrete composition for centrifugal molding
US8975275B2 (en) 1999-12-22 2015-03-10 Bayer Innovation Gmbh Use of chemotherapeutic agents
KR20170097572A (en) * 2016-02-18 2017-08-28 주식회사 자연 Concrete pipe manufactured by centrifugal force having slag replacing some or all of fine aggregate and, manufacturing methods for the same
CN114811201A (en) * 2022-05-27 2022-07-29 宁夏青龙管业集团股份有限公司 Prestressed concrete pipe and design method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8975275B2 (en) 1999-12-22 2015-03-10 Bayer Innovation Gmbh Use of chemotherapeutic agents
JP2008162843A (en) * 2006-12-28 2008-07-17 Taiheiyo Material Kk High-strength admixture and concrete composition for centrifugal molding
KR20170097572A (en) * 2016-02-18 2017-08-28 주식회사 자연 Concrete pipe manufactured by centrifugal force having slag replacing some or all of fine aggregate and, manufacturing methods for the same
KR101880264B1 (en) * 2016-02-18 2018-07-19 주식회사 자연 Concrete pipe manufactured by centrifugal force having slag replacing some or all of fine aggregate and, manufacturing methods for the same
CN114811201A (en) * 2022-05-27 2022-07-29 宁夏青龙管业集团股份有限公司 Prestressed concrete pipe and design method thereof
CN114811201B (en) * 2022-05-27 2023-12-26 宁夏青龙管业集团股份有限公司 Prestressed concrete pipe and design method thereof

Also Published As

Publication number Publication date
JP3378772B2 (en) 2003-02-17

Similar Documents

Publication Publication Date Title
CN110304876A (en) A kind of complete gently haydite concrete and preparation method thereof
CN113387659B (en) Recycled concrete and preparation method thereof
JP2011132041A (en) Admixture for cement grout
CN102701685A (en) Ceramic tile gap filler and production process thereof
JPH1110628A (en) Mamufacture of concrete cylindrical tube
JP2009084092A (en) Mortar-based restoring material
JP2006069854A (en) Plasticizing additive for mortar and method of producing mortar using the same
JPS6042260A (en) Admixing agent for mortar
JP5083966B2 (en) High fluidity lightweight mortar composition
JP5110339B2 (en) Lightweight aggregate for mortar
JP3030754B2 (en) Manufacturing method of cement products
CN112125604A (en) Recycled concrete with high strength
JP2001233655A (en) Mortar composition
CN221774867U (en) Fly ash concrete processing equipment
JPS5844624B2 (en) Manufacturing method for artificial fiber reinforced cement products
KR0121739B1 (en) Cement products and the method of producing thereof
CN109320149B (en) Green mortar prepared from construction waste and preparation method thereof
JP3026406B2 (en) Manufacturing method and construction method of self-smoothing cement mortar composition
JP2022070682A (en) Method for producing cement molded body
JP2016183075A (en) Method for production of porous concrete
JP2018172228A (en) Method of producing porous concrete
JP3734300B2 (en) Concrete composition
CN116409977A (en) Preparation method of external coating beautifying agent for improving uniformity of concrete surface
JP4406123B2 (en) Manufacturing method of mortar and concrete products
JP2006044949A (en) Polymer cement mortar composition

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees