JPH08155938A - Production of concrete pipe - Google Patents

Production of concrete pipe

Info

Publication number
JPH08155938A
JPH08155938A JP32129994A JP32129994A JPH08155938A JP H08155938 A JPH08155938 A JP H08155938A JP 32129994 A JP32129994 A JP 32129994A JP 32129994 A JP32129994 A JP 32129994A JP H08155938 A JPH08155938 A JP H08155938A
Authority
JP
Japan
Prior art keywords
fiber
cement milk
water
concrete pipe
fiber yarn
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
JP32129994A
Other languages
Japanese (ja)
Inventor
Toshio Kusaka
利男 日下
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.)
Sun Chemical Corp
Original Assignee
Sun Chemical Corp
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 Sun Chemical Corp filed Critical Sun Chemical Corp
Priority to JP32129994A priority Critical patent/JPH08155938A/en
Publication of JPH08155938A publication Critical patent/JPH08155938A/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
    • C04B20/0048Fibrous materials
    • C04B20/0052Mixtures of fibres of different physical characteristics, e.g. different lengths
    • 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)
  • 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

PURPOSE: To impart excellent load resistance to a concrete pipe while achieving the reduction of raw material cost, to shorten the reactive curing time of the concrete pipe by efficiently discharging internal water at the time of production and to extend the life of the concrete pipe. CONSTITUTION: A fiber material having alkali resistance and acid resistance is cut into staple fiber yarns with a length of about 8mm and long fiber yarns with a length of about 20mm or more while water is sprinkled over the fiber material and the cut fiber yarns are dehydrated so that water content becomes about 15-20% to form fiber yarn aggregate. The fiber yarn aggregate is added to water in an amt. of about 1-3% by wt. of cement milk to be prepared to be stirred and cement, sand and, if necessary, aggregate are added to the fiber yarn aggregate in such a state that staple and long fiber yarns are almost uniformly mixed to be mixed therewith under stirring to obtain cement milk. The cement milk is charged in a form having a space part almost coinciding with a desired pipe shape to be cured and reacted while excessive water is drained.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、コンクリート製管の
製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a concrete pipe.

【0002】[0002]

【従来技術及び発明が解決しようとする課題】従来、大
型のコンクリート製管として知られているヒューム管に
あっては、籠状に組み立てられた鉄筋がセットされた円
筒形の型枠内に、該型枠を所定の回転速度で回転させな
がらセメントミルクを投入して遠心力により内部の含有
水分を排水しながらセメント成分を締め固めて耐荷重性
に優れたコンクリート製管を製造している。
2. Description of the Related Art Conventionally, in a fume pipe known as a large-sized concrete pipe, in a cylindrical form frame in which cage-shaped assembled reinforcing bars are set, Cement milk is added while rotating the mold at a predetermined rotation speed, and water contained therein is drained by centrifugal force to compact the cement component to produce a concrete pipe having excellent load resistance.

【0003】この種のコンクリート製管としては、高い
内圧及び外圧に耐える必要上、水セメント比が低いセメ
ントミルクを使用すると共に型枠投入時においては余剰
水分を効率的に排水させてセメント含有率を高める必要
を有しているが、従来の製造方法にあっては以下の点に
おいて問題があった。
For this type of concrete pipe, cement milk having a low water-cement ratio is used because it must withstand a high internal pressure and an external pressure, and excess water is efficiently drained when the form is charged into the pipe, thereby increasing the cement content. However, the conventional manufacturing method has the following problems.

【0004】第1に、水セメント比を低くした場合に
は、セメント等の割合が多くなって材料コストが著しく
高くなる問題を有している。第2に、余剰水分を効率的
に排水させるには型枠を高速回転させる必要があるた
め、製造装置自体が大型化及び高コスト化する問題を有
している。このため、コンクリート製管の製造方法の高
コスト化が避けられなかった。
First, when the water-cement ratio is lowered, there is a problem that the ratio of cement and the like increases and the material cost increases significantly. Secondly, since it is necessary to rotate the mold at a high speed in order to efficiently drain the excess water, there is a problem that the manufacturing apparatus itself becomes large and costly. For this reason, it has been unavoidable to increase the cost of the method for manufacturing the concrete pipe.

【0005】又、従来のコンクリート製管にあっては、
コンクリートにしみ込んだ水を効率的に排水することが
困難で内部に溜まってセメント成分によりアルカリ化或
いは空気中の亜硫酸ガスにより酸性化して組み込まれた
鉄筋を腐食させることにより耐用年数が悪くなる問題を
も有している。
Further, in the conventional concrete pipe,
It is difficult to efficiently drain the water that has penetrated into the concrete, and the service life is deteriorated by corroding the steel rods that are accumulated inside and alkalized by the cement component or acidified by sulfurous acid gas in the air to corrode the built-in rebar. I also have.

【0006】本発明は、上記した従来の欠点を解決する
ために発明されたものであり、その目的とするところ
は、原料コストの低減を図りながら耐荷重性に優れたコ
ンクリート製管の製造方法を提供することにある。
The present invention was invented in order to solve the above-mentioned conventional drawbacks, and an object of the invention is to produce a concrete pipe excellent in load bearing capacity while reducing raw material costs. To provide.

【0007】又本発明は、製造時において内部の水を効
率的に排出させて反応硬化時間を短縮させることができ
るコンクリート製管の製造方法を提供することにある。
Another object of the present invention is to provide a method for producing a concrete pipe which can efficiently discharge internal water during production to shorten the reaction hardening time.

【0008】更に本発明の他の目的は、耐用年数を長期
化することができるコンクリート製管の製造方法を提供
することにある。
Still another object of the present invention is to provide a method for manufacturing a concrete pipe which can prolong the service life.

【0009】[0009]

【問題点を解決するための手段】このため請求項1の発
明は、耐アルカリ性及び耐酸性を有した繊維素材に水を
散布しながら約8mmの短繊維糸及び約20mm以上の長繊
維糸に夫々切断した後に含水率が約15〜20%となる
ように脱水して繊維糸集合体を形成した後、水に対し、
調整しようとするセメントミルク重量に対して約1〜3
重量%の繊維糸集合体を加えて短繊維糸及び長繊維糸が
ほぼ均一となるように攪拌した状態でセメントと砂及び
必要に応じて骨材等を加えて攪拌混合してセメントミル
クを得る工程と、所望の管形状とほぼ一致する空間部を
有した型枠内にセメントミルクを投入して含有された余
剰水分を排水しながら硬化反応させる工程とからなるこ
とを特徴としている。
For this reason, the invention of claim 1 provides a short fiber yarn of about 8 mm and a long fiber yarn of about 20 mm or more while sprinkling water on a fiber material having alkali resistance and acid resistance. After cutting each of them to form a fiber yarn assembly by dehydration so that the water content becomes about 15 to 20%,
About 1 to 3 relative to the weight of cement milk to be adjusted
Cement and sand and, if necessary, aggregates are added in a state where the short-fiber yarn and the long-fiber yarn are agitated so that the weight-fiber aggregate is added to be substantially uniform, and the mixture is agitated to obtain cement milk. It is characterized in that it comprises a process and a process in which cement milk is put into a mold having a space portion that substantially matches a desired pipe shape and a curing reaction is performed while draining excess water contained therein.

【0010】又、請求項2の発明は、耐アルカリ性及び
耐酸性を有した繊維素材に水を散布しながら約8mmの短
繊維糸及び約20mm以上の長繊維糸に夫々切断した後に
含水率が約15〜20%となるように脱水して繊維糸集
合体を形成した後、水に対し、調整しようとするセメン
トミルク重量に対して約1〜3重量%の繊維糸集合体を
加えて短繊維糸及び長繊維糸がほぼ均一となるように攪
拌した状態でセメント及び砂と必要に応じて骨材等を加
えて攪拌混合してセメントミルクを得る工程と、所望の
管形状とほぼ一致する空間部を有した型枠内に籠形に組
み立てられた補強部材を収容させる工程と、補強部材が
セットされた形枠内にセメントミルクを投入して含有さ
れた余剰水分を排水しながら硬化反応させる工程とから
なることを特徴としている。
Further, in the invention of claim 2, the water content of the fiber material having an alkali resistance and an acid resistance is reduced while being cut into short fiber yarns of about 8 mm and long fiber yarns of about 20 mm or more while spraying water. After the fiber yarn aggregate is formed by dehydration to about 15 to 20%, the fiber yarn aggregate of about 1 to 3% by weight relative to the weight of the cement milk to be adjusted is added to water to make a short fiber yarn aggregate. The process of obtaining cement milk by adding cement and sand and aggregate, etc., if necessary, in a state where the fiber yarn and the long fiber yarn are agitated to obtain a cement milk is almost the same as the desired pipe shape. A step of accommodating a reinforcing member assembled in a cage shape in a formwork having a space part, and a hardening reaction while putting cement milk into the formwork in which the reinforcing member is set and draining excess water contained It is characterized by consisting of ing.

【0011】[0011]

【実施例】以下、本発明の実施例を説明する。Embodiments of the present invention will be described below.

【0012】請求項1 先ず、セメントミルクの調整方法を説明する。Claim 1 First, a method for preparing cement milk will be described.

【0013】セメントミルクは、一般にはセメント、
砂、必要に応じて骨材を水にて攪拌混合したものである
が、本発明のセメントミルクはこれに長繊維糸及び短繊
維糸が添加されている。
Cement milk is generally cement,
The cement milk of the present invention is obtained by mixing sand and, if necessary, aggregate with water, and long-fiber yarn and short-fiber yarn are added to the cement milk.

【0014】上記長繊維糸及び短繊維糸としては、耐ア
ルカリ性及び耐酸性を有した、例えばアクリル糸、ポリ
エステル糸等の繊維素材を以下のように切断して得てい
る。
The long fiber yarn and the short fiber yarn are obtained by cutting the following fiber materials having alkali resistance and acid resistance such as acrylic yarn and polyester yarn.

【0015】上記アクリル糸等の繊維素材は炭素繊維の
原料として使用されており、これを焼成する前に所定の
長さに切り揃える際に排出されて廃棄処分される長さが
不揃いのものを使用することにより、原料コストを低減
している。そして上記のように得られた長さが不揃いな
繊維素材をシャー等の切断装置により、約8mmの単繊維
糸及び約20mm以上の長繊維糸に切り揃える。この切断
時においては水を散布することにより飛散等を防止して
いる。
The above-mentioned fiber material such as acrylic yarn is used as a raw material for carbon fiber, and the one that is discharged and discarded when cut into a predetermined length before firing is not uniform in length. By using it, the raw material cost is reduced. Then, the fiber material having an uneven length obtained as described above is cut into a single fiber yarn of about 8 mm and a long fiber yarn of about 20 mm or more by a cutting device such as a shear. At the time of this cutting, water is sprayed to prevent scattering.

【0016】そして上記のように夫々の長さに切り揃え
られた長繊維糸及び短繊維糸は前者が全体の70%以
上、又後者が全体の10%以内となるように調整されて
混合される。そして上記のような混合調整された長繊維
糸及び短繊維糸は脱水装置により、その含水率が約15
〜20%に脱水されて繊維糸集合体を形成している。
The long fiber yarn and the short fiber yarn cut into the respective lengths as described above are adjusted and mixed such that the former is 70% or more of the whole and the latter is 10% or less of the whole. It The mixed and adjusted long-fiber yarns and short-fiber yarns have a water content of about 15 by a dehydrator.
It is dehydrated to -20% to form a fiber yarn aggregate.

【0017】そしてセメントミルクを調整する際、上記
のように得られた繊維糸集合体を、所定量の水に対し、
調整しようとするセメントミルク重量の約1〜3重量%
となるように加えて攪拌混合した後、これに上記セメン
ト、砂及び必要に応じて骨材等を加えて攪拌混合するこ
とによりセメントミルクを調整している。
When the cement milk is prepared, the fiber yarn assembly obtained as described above is added to a predetermined amount of water.
About 1 to 3% by weight of the cement milk weight to be adjusted
Cement milk is prepared by adding the above-mentioned cement, sand and, if necessary, aggregate and the like to the above mixture and stirring and mixing.

【0018】上記セメントミルクは、所定の速度で回転
する型枠内に投入して反応硬化される。該型枠はほぼ円
筒形状で多分割可能な外枠と内枠とを所定の厚さ幅を設
けて同心状に配置したものからなる。又、型枠の回転速
度は投入されたセメントミルクに付与される遠心力が、
望ましくは約35〜50kg/cm2 となるように設定され
る。
The above-mentioned cement milk is put into a mold rotating at a predetermined speed and reacted and hardened. The mold has a substantially cylindrical shape and is composed of an outer frame and an inner frame which are multi-dividable and are arranged concentrically with a predetermined thickness width. In addition, the rotational speed of the mold is the centrifugal force applied to the cement milk that is input,
Desirably, it is set to be about 35 to 50 kg / cm 2 .

【0019】そして型枠内に投入されたセメントミルク
はその遠心力によりその余剰水分を排水させながらセメ
ント、砂、必要に応じて添加された骨材と長繊維糸及び
短繊維糸が締め固められる。このとき、長繊維糸と短繊
維糸とは締め固め作用に伴って相互が絡み合わされる。
Then, the cement milk put into the mold is compacted by cement, sand, aggregates added as needed, and long fiber threads and short fiber threads while draining the excess water by the centrifugal force. . At this time, the long fiber yarn and the short fiber yarn are entangled with each other due to the compacting action.

【0020】上記型枠内にてセメントミルクがある程度
に硬さに硬化反応されると、該型枠を分割して取り出す
ことによりコンクリート製管を製造している。このコン
クリート製管は、そのセメント成分が締め固められるこ
とによりそれ自体として高強度化しているが、添加され
た長繊維糸及び短繊維糸相互が絡み合うことにより、更
に高強度化されている。
When the cement milk is cured to a certain degree of hardness in the mold, the mold is divided and taken out to manufacture a concrete pipe. This concrete pipe has its strength increased as a result of its cement component being compacted, but it is further strengthened by the interlocking of the added long fiber threads and short fiber threads.

【0021】又、型枠から取り出された未硬化状態のコ
ンクリート製管は内部の水分が残っているが、相互に絡
み合って外面に露出した長繊維糸及び短繊維糸に水分を
しみ込ませて排水させることができ、その硬化時間を短
縮差せることができる。
The uncured concrete pipe taken out of the mold retains water inside, but the long and short fiber threads that are entangled with each other and exposed on the outer surface are soaked in water and drained. It is possible to shorten the curing time.

【0022】又、使用時においては、コンクリート製管
に雨水等の水がしみ込んでいる。内部にしみ込んだ水は
そのセメント成分によりアルカリ化したり、空気中の亜
硫酸ガス等により酸性化してセメント成分を脆弱化させ
ているが、本発明のコンクリート製管にあっては相互に
絡み合った長繊維糸及び短繊維糸によりしみ込んだ水を
排水させることができ、耐用年数の長期化を可能にして
いる。
Further, at the time of use, water such as rainwater is soaked into the concrete pipe. The water soaked into the interior is alkalized by the cement component or acidified by sulfurous acid gas in the air to weaken the cement component, but in the concrete pipe of the present invention, long fibers entangled with each other. The water soaked in by the yarn and the short fiber yarn can be drained, and the service life can be extended.

【0023】請求項2 請求項1は型枠内にセメントミルクを直接投入して硬化
させることによりコンクリート製管を製造しているが、
請求項2のコンクリート製管は内部に鉄筋が組み込まれ
て製造されている。
According to claim 1, the concrete pipe is manufactured by directly adding cement milk into the mold and curing it.
The concrete pipe of claim 2 is manufactured by incorporating a reinforcing bar inside.

【0024】即ち、セメントミルクが投入される型枠内
には籠形に編まれた鉄筋が予めセットされている。この
セメントミルクは請求項1の実施例で述べたものと同様
であり、その詳細な説明を省略する。
That is, basket-shaped knitted reinforcing bars are preset in the mold into which the cement milk is put. This cement milk is the same as that described in the embodiment of claim 1, and its detailed description is omitted.

【0025】そして鉄筋がセットされた型枠を、所望の
遠心力に応じた回転速度で回転させながらセメントミル
クを投入すると、該セメントミルクは作用する遠心力に
より余剰水分を排水させながら、そのセメント成分(セ
メント、砂、骨材、長繊維糸及び短繊維糸)を締め固め
て硬化反応させる。このとき、含有された長繊維糸及び
短繊維糸は互いに絡み合わされると共に内蔵された鉄筋
にも絡み合わされる。
Then, when the cement milk is added while rotating the formwork on which the reinforcing bars are set at a rotation speed corresponding to a desired centrifugal force, the cement milk is drained of excess water by the centrifugal force which acts, and the cement The components (cement, sand, aggregate, long fiber yarn and short fiber yarn) are compacted and allowed to undergo a curing reaction. At this time, the contained long fiber yarns and short fiber yarns are intertwined with each other and also with the built-in reinforcing bars.

【0026】このため、硬化反応後に型枠から取出され
たコンクリート製管は締め固められたセメント成分、相
互に絡み合うと共に鉄筋に絡み合った長繊維糸と短繊維
糸とにより、請求項1のコンクリート製管よりも、更に
高強度化される。又、請求項1のコンクリート製管と同
様に内部の余剰水分を、相互に絡み合った長繊維糸及び
短繊維糸に染み込んで外部へ排水させることができ、硬
化反応時間を短縮すると共に鉄筋の腐食を抑えて耐用年
数を長期化し得る。
For this reason, the concrete pipe taken out from the mold after the curing reaction has the compacted cement component, the long fiber yarn and the short fiber yarn which are intertwined with each other and intertwined with the rebar, and are made of concrete according to claim 1. It is made stronger than the pipe. Further, as in the case of the concrete pipe according to claim 1, excess water in the inside can be impregnated into the long fiber yarn and the short fiber yarn intertwined with each other and drained to the outside, thereby shortening the curing reaction time and corroding the reinforcing bar. Can be suppressed to prolong the service life.

【0027】[0027]

【発明の効果】このため本発明は、原料コストの低減を
図りながら耐荷重性を高めることができる。
Therefore, according to the present invention, the load resistance can be improved while reducing the raw material cost.

【0028】又本発明は、製造時において内部の水を効
率的に排出させて反応硬化時間を短縮させることができ
る。更に本発明は、耐用年数を長期化することができ
る。
Further, according to the present invention, the water inside can be efficiently discharged at the time of production to shorten the reaction curing time. Further, the present invention can prolong the service life.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 //(C04B 28/02 16:06 Z 14:02) Z ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI technical display area // (C04B 28/02 16:06 Z 14:02) Z

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】耐アルカリ性及び耐酸性を有した繊維素材
に水を散布しながら約8mmの短繊維糸及び約20mm以上
の長繊維糸に夫々切断した後に含水率が約15〜20%
となるように脱水して繊維糸集合体を形成した後、水に
対し、調整しようとするセメントミルク重量に対して約
1〜3重量%の繊維糸集合体を加えて短繊維糸及び長繊
維糸がほぼ均一となるように攪拌した状態でセメントと
砂及び必要に応じて骨材等を加えて攪拌混合してセメン
トミルクを得る工程と、所望の管形状とほぼ一致する空
間部を有した型枠内にセメントミルクを投入して含有さ
れた余剰水分を排水しながら硬化反応させる工程とから
なるコンクリート製管の製造方法。
1. A water content of about 15 to 20% after being cut into short fiber threads of about 8 mm and long fiber threads of about 20 mm or more while spraying water on a fiber material having alkali resistance and acid resistance.
To form a fiber yarn aggregate, and then add about 1 to 3 wt% of the fiber yarn aggregate to water to the weight of the cement milk to be adjusted to add short fiber yarn and long fiber. With the process of adding cement and sand and aggregates, etc., if necessary, while stirring so that the threads become almost uniform, and stirring and mixing to obtain cement milk, there was a space part that almost matched the desired pipe shape. A method for producing a concrete pipe, comprising the steps of introducing cement milk into a mold and causing a curing reaction while draining excess water contained therein.
【請求項2】耐アルカリ性及び耐酸性を有した繊維素材
に水を散布しながら約8mmの短繊維糸及び約20mm以上
の長繊維糸に夫々切断した後に含水率が約15〜20%
となるように脱水して繊維糸集合体を形成した後、水に
対し、調整しようとするセメントミルク重量に対して約
1〜3重量%の繊維糸集合体を加えて短繊維糸及び長繊
維糸がほぼ均一となるように攪拌した状態でセメント及
び砂と必要に応じて骨材等を加えて攪拌混合してセメン
トミルクを得る工程と、所望の管形状とほぼ一致する空
間部を有した型枠内に籠形に組み立てられた補強部材を
収容させる工程と、補強部材がセットされた形枠内にセ
メントミルクを投入して含有された余剰水分を排水しな
がら硬化反応させる工程とからなるコンクリート製管の
製造方法。
2. A water content of about 15 to 20% after being cut into short fiber threads of about 8 mm and long fiber threads of about 20 mm or more while spraying water on a fiber material having alkali resistance and acid resistance.
To form a fiber yarn aggregate, and then add about 1 to 3 wt% of the fiber yarn aggregate to water to the weight of the cement milk to be adjusted to add short fiber yarn and long fiber. With the process of adding cement and sand and aggregates, etc., if necessary, and mixing to obtain cement milk while stirring so that the threads are almost uniform, and a space part that substantially matches the desired pipe shape It consists of the step of accommodating the cage-shaped reinforcing member in the formwork, and the step of introducing cement milk into the formwork in which the reinforcing member is set and causing the hardening reaction while draining the excess water contained. Manufacturing method of concrete pipe.
【請求項3】繊維素材はアクリル糸又はポリエステル糸
からなる請求項1又は2のコンクリート製管の製造方
法。
3. The method for producing a concrete pipe according to claim 1, wherein the fiber material is an acrylic thread or a polyester thread.
【請求項4】繊維糸集合体は、長さが約8mmの単繊維糸
が全体の約70%以上で、長さ約20mm以上の長繊維糸
が全体の約10%以内に調整された請求項1又は2のコ
ンクリート製管の製造方法。
4. The fiber yarn assembly is prepared such that about 70% or more of monofilament yarns each having a length of about 8 mm and about 10% or less of the filament fiber yarns each having a length of about 20 mm or more are prepared. Item 1. A method for producing a concrete pipe according to item 1 or 2.
【請求項5】上記形枠内にセメントミルクを投入するに
際して該型枠を所定の回転速度で回転させて遠心力によ
りセメント成分を締め固め可能にした請求項1又は2の
コンクリート製管の製造方法。
5. The method for producing a concrete pipe according to claim 1, wherein when the cement milk is put into the form, the form is rotated at a predetermined rotation speed so that the cement component can be compacted by centrifugal force. Method.
JP32129994A 1994-11-29 1994-11-29 Production of concrete pipe Pending JPH08155938A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32129994A JPH08155938A (en) 1994-11-29 1994-11-29 Production of concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32129994A JPH08155938A (en) 1994-11-29 1994-11-29 Production of concrete pipe

Publications (1)

Publication Number Publication Date
JPH08155938A true JPH08155938A (en) 1996-06-18

Family

ID=18131031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32129994A Pending JPH08155938A (en) 1994-11-29 1994-11-29 Production of concrete pipe

Country Status (1)

Country Link
JP (1) JPH08155938A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010079163A (en) * 2001-06-19 2001-08-22 임철웅 Construction method of a composite ground using controlled modulus columns for the improvement of compressible soils
CN111558999A (en) * 2020-05-27 2020-08-21 浙江汇博水泥制品有限公司 Production process and production equipment of environment-friendly reinforced concrete pipe

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010079163A (en) * 2001-06-19 2001-08-22 임철웅 Construction method of a composite ground using controlled modulus columns for the improvement of compressible soils
CN111558999A (en) * 2020-05-27 2020-08-21 浙江汇博水泥制品有限公司 Production process and production equipment of environment-friendly reinforced concrete pipe
CN111558999B (en) * 2020-05-27 2021-10-29 浙江汇博水泥制品有限公司 Production process and production equipment of environment-friendly reinforced concrete pipe

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