JPS5939289B2 - Manufacturing method of glass fiber piece reinforced concrete pipe - Google Patents

Manufacturing method of glass fiber piece reinforced concrete pipe

Info

Publication number
JPS5939289B2
JPS5939289B2 JP50005090A JP509075A JPS5939289B2 JP S5939289 B2 JPS5939289 B2 JP S5939289B2 JP 50005090 A JP50005090 A JP 50005090A JP 509075 A JP509075 A JP 509075A JP S5939289 B2 JPS5939289 B2 JP S5939289B2
Authority
JP
Japan
Prior art keywords
glass fiber
mortar
manufacturing
concrete pipe
reinforced concrete
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
Application number
JP50005090A
Other languages
Japanese (ja)
Other versions
JPS5180323A (en
Inventor
栄一 中尾
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.)
HANEDA KONKURIITO KOGYO KK
Original Assignee
HANEDA KONKURIITO KOGYO KK
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 HANEDA KONKURIITO KOGYO KK filed Critical HANEDA KONKURIITO KOGYO KK
Priority to JP50005090A priority Critical patent/JPS5939289B2/en
Publication of JPS5180323A publication Critical patent/JPS5180323A/en
Publication of JPS5939289B2 publication Critical patent/JPS5939289B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明はガラスファイバー片で強化したコンクリート
管の製造方法に関するものであり、その目的は強度的に
大なるコンクリート管を製造するにある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for producing a concrete pipe reinforced with glass fiber pieces, and its purpose is to produce a concrete pipe with increased strength.

この種のコンクリート管は一般的に遠心力締め固め方法
によって製造されている。
Concrete pipes of this type are generally produced by centrifugal compaction methods.

しかし、ある種の機械的強度に関しては、比較的脆いも
のである。
However, it is relatively weak in terms of certain mechanical strengths.

そしてガラスファイバーで強化するコンクリート管の開
発が近年追求されているが必らずしも満足するものは得
られていない。
In recent years, efforts have been made to develop concrete pipes reinforced with glass fibers, but this has not always been satisfactory.

この発明者は前記従来の問題点に対処するため忙鋭意研
究の結果、遠心締め固めの際に型枠の内側に滲み出す水
に注目してこの発明を完成した。
As a result of intensive research to address the above-mentioned conventional problems, the inventor completed this invention by focusing on the water that seeps into the inside of the formwork during centrifugal compaction.

すなわち、周方向に回転する型枠内にガラスファイバー
片およびモルタル類を装入し、その後型枠内側から滲み
出す水分とほぼ同量の水分が少なくなるよう調整した水
分の少ないモルタル類ヲ装入し、次いで内側から再びガ
ラス片ファイバーおよびモルタル類を装入して成形する
ものである。
In other words, glass fiber pieces and mortar are charged into a formwork that rotates in the circumferential direction, and then mortar with a low moisture content is charged so that the amount of water that is reduced is approximately the same as the water seeping out from inside the formwork. Then, glass fibers and mortar are again charged from the inside and molded.

この発明におけるガラスファイバー片としては、比較的
短い繊維状のもの、たとえばチョツプドストランド等が
用いられる。
As the glass fiber pieces in this invention, relatively short fibrous pieces, such as chopped strands, are used.

そして最大強度を発揮する。and exert maximum strength.

また装入に際し吹き付けによる場合は吹き付は手段によ
る吹き付は可能な範囲の太さおよび長さの繊維が使用さ
れる。
Further, when charging is carried out by spraying, fibers of a thickness and length within a range that is possible are used.

またモルタル類としては、モルタル、セメントミルクま
たは必要Vc 応1:てそれらに骨材が若干添加された
もの等が用いられる。
As the mortar, mortar, cement milk, or a mixture of these with a small amount of aggregate added thereto can be used.

そして第二工程において、すなわち型枠内にモルタル類
およびガラスファイバー片を装入した後に用いるモルタ
ル類としては、水分の少ない、若しくは全(ないモルタ
ル類が用いられる。
In the second step, that is, after the mortar and glass fiber pieces are charged into the mold, mortar with little or no moisture is used.

すなわち、第一工程における締め固めによって滲み出す
水分とほぼ同量の水分が少な(なるように調整される。
In other words, it is adjusted so that the amount of water is reduced by approximately the same amount as the water that oozes out during compaction in the first step.

この理由は第二工程におけるモルタル類に、第一工程に
おいて滲み出された水分を吸収させんとするものだから
である。
The reason for this is that the mortar in the second step is intended to absorb the moisture exuded in the first step.

一方、型枠内にそれぞれの材料を装入し層を形成するに
当っては、流し込みあるいは吹き付は等の種々の方式を
採用できる。
On the other hand, various methods such as pouring or spraying can be used to charge the respective materials into the mold and form the layers.

そして1モルタル類およびガラスファイバー片を装入す
るに吹き付けによる場合は、通常スプレーガンが使用さ
れる。
If mortar and glass fiber pieces are to be charged by spraying, a spray gun is usually used.

また吹き付けに際しては、遠心締め固めによるため最終
的には均一に分散される傾向が見られるが、軸方向およ
び周方向に複数個配すのが分散性の点から好ましい。
Further, when spraying, centrifugal compaction is used, so there is a tendency for the particles to be uniformly dispersed in the end, but it is preferable to arrange a plurality of particles in the axial direction and the circumferential direction from the viewpoint of dispersibility.

次にこの発明を図面によって説明すると、図中1は型枠
で、回転輪2,2で支承されて回転するようになってい
る。
Next, the present invention will be explained with reference to the drawings. In the drawing, 1 is a formwork, which is supported by rotating wheels 2, 2 and rotated.

いまこの型枠1内忙、ガラスファイバー片3およびモル
タル類4を、スプレーガン5による吹き付け、あるいは
単に型枠1内にプレミックスしたそれの流し込み等によ
って装入する。
Now, glass fiber pieces 3 and mortar 4 are charged into the formwork 1 by spraying with a spray gun 5 or by simply pouring a premix into the formwork 1.

これによって表面積を形成する。この場合、徐々に内側
に表面層内に含まれた余分の水分が滲み出て(る。
This creates a surface area. In this case, the excess water contained in the surface layer gradually oozes out to the inside.

次いで、この滲み出てくる水分とほぼ同級の水分があら
かじめ少なく配合されたモルタル類6をスプレーガン5
による吹き付は等によって中間層を形成する。
Next, a mortar 6 that has been mixed with a small amount of water of approximately the same level as this oozing water is sprayed into the spray gun 5.
Spraying with etc. forms an intermediate layer.

その後、再びガラスファイバー片3およびモルタル類7
をスプレーガン5による吹き付は等忙よって、内面層を
仕上げる。
After that, the glass fiber pieces 3 and the mortar 7 are again
The inner layer is finished by spraying with the spray gun 5.

以上の通り、この発明によれば、ガラスファイバー片を
外面層および内面層に混入するので、曲げ強度および耐
衝撃性を著しく向上させることができる。
As described above, according to the present invention, since glass fiber pieces are mixed into the outer layer and the inner layer, the bending strength and impact resistance can be significantly improved.

また表面層形成時において、絞シ出されてくる水分を中
間層形成時に吸収するようになっているので、層間にお
ける材料分離を防ぎ、しかもコンシスチンシーの調整が
容易であシ、強度)向上を図ることができ、そして全体
をモルタル類とガラスファイバー片との一体物とするの
ではなくして、三層とし中間層はモルタル類のみで形成
しているので、比較的高価なガラスファイバー片を使用
せず経済的である。
In addition, since the water squeezed out during the formation of the surface layer is absorbed during the formation of the intermediate layer, material separation between the layers is prevented, consistency can be easily adjusted, and strength is improved. In addition, instead of making the whole thing an integral piece of mortar and glass fiber pieces, it is made of three layers and the middle layer is made only of mortar, so relatively expensive glass fiber pieces can be used. It is economical because it is not used.

さらに、主に吹き付けによれば、コンクリート管を製造
できるため、ロービングもしくはストランドを連続的に
同方向に巻き付け、あるいは襟掛は状に巻き付ける場合
に比して製造が容易である。
Furthermore, since concrete pipes can be produced mainly by spraying, it is easier to produce than when rovings or strands are continuously wound in the same direction, or when a collar is wrapped in a shape.

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

第1図はこの発明の製造方法を示す概要図、第2図はコ
ンクリート管の一部拡大断面図である。 1・・・・・・型枠、2・・・・・・回転輪、3・・・
・・・ガラスファイバー片、4・・・・・・モルタル類
、5・・・・・・スプレーガン、6・・・・・・モルタ
ル類、7・・・・・・モルタル類。
FIG. 1 is a schematic diagram showing the manufacturing method of the present invention, and FIG. 2 is a partially enlarged sectional view of a concrete pipe. 1... Formwork, 2... Rotating wheel, 3...
... Glass fiber pieces, 4 ... Mortars, 5 ... Spray guns, 6 ... Mortars, 7 ... Mortars.

Claims (1)

【特許請求の範囲】[Claims] 1 周方向に回転する型枠内にガラスファイバー片およ
びモルタル類を装入し、その後型枠内側から滲み出す水
分とほぼ同量の水分が少な(なるよう調整した、水分の
ないモルタル類を装入し、次いで内側から再びガラスフ
ァイバー片およびモルタル類を装入して成形することを
特徴とするガラスファイバー片強化コンクリート管の製
造方法。
1. Glass fiber pieces and mortar are charged into a formwork that rotates in the circumferential direction, and then a moisture-free mortar is placed in the formwork, which has been adjusted to contain almost the same amount of moisture as the moisture seeping out from inside the formwork. 1. A method for manufacturing a glass fiber reinforced concrete pipe, which comprises the steps of: inserting glass fiber pieces into the pipe, and then charging glass fiber pieces and mortar again from the inside to form the pipe.
JP50005090A 1975-01-08 1975-01-08 Manufacturing method of glass fiber piece reinforced concrete pipe Expired JPS5939289B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP50005090A JPS5939289B2 (en) 1975-01-08 1975-01-08 Manufacturing method of glass fiber piece reinforced concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP50005090A JPS5939289B2 (en) 1975-01-08 1975-01-08 Manufacturing method of glass fiber piece reinforced concrete pipe

Publications (2)

Publication Number Publication Date
JPS5180323A JPS5180323A (en) 1976-07-13
JPS5939289B2 true JPS5939289B2 (en) 1984-09-21

Family

ID=11601682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP50005090A Expired JPS5939289B2 (en) 1975-01-08 1975-01-08 Manufacturing method of glass fiber piece reinforced concrete pipe

Country Status (1)

Country Link
JP (1) JPS5939289B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5233122A (en) * 1975-09-08 1977-03-14 Denki Kagaku Kogyo Kk Concrete pipe strengthened with glass fiber and the manufacturing meth od
JPS5376218U (en) * 1976-11-29 1978-06-26
JPS56151512A (en) * 1980-04-25 1981-11-24 Hakko Co Centrifugal force molding method for concrete product
US4385135A (en) * 1982-05-26 1983-05-24 Minnesota Mining And Manufacturing Company Intumescent sheet material containing low density fillers
JPS61195806A (en) * 1985-02-27 1986-08-30 日本ヒユ−ム管株式会社 Manufacture of centrifugal-force concrete product

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5228458A (en) * 1975-08-28 1977-03-03 Kiyuuroku Kk Method of making link chain with stud

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5228458A (en) * 1975-08-28 1977-03-03 Kiyuuroku Kk Method of making link chain with stud

Also Published As

Publication number Publication date
JPS5180323A (en) 1976-07-13

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