JPH027809B2 - - Google Patents
Info
- Publication number
- JPH027809B2 JPH027809B2 JP56145212A JP14521281A JPH027809B2 JP H027809 B2 JPH027809 B2 JP H027809B2 JP 56145212 A JP56145212 A JP 56145212A JP 14521281 A JP14521281 A JP 14521281A JP H027809 B2 JPH027809 B2 JP H027809B2
- Authority
- JP
- Japan
- Prior art keywords
- fiber
- product
- trough
- formwork
- cement
- 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
Links
Landscapes
- Press-Shaping Or Shaping Using Conveyers (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、例えば、断熱タンクや防錆・防触の
ための鋼管被覆材のように、それの一般的使用態
様において軸線方向強度よりも周方向強度に高い
強度が要求されるところの、厚味が一様又はほぼ
一様な樋状の繊維補強セメント製品を製造する方
法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to general use cases such as insulating tanks and steel pipe coating materials for rust prevention and corrosion prevention. The present invention relates to a method for manufacturing a trough-shaped fiber-reinforced cement product with uniform or nearly uniform thickness, which requires high strength in the circumferential direction.
従来、上記のような樋状の繊維補強セメント製
品を製造する方法としては、前記の繊維混入セメ
ントモルタル(以下FRCと記載する場合もある)
を、上方側を開放した樋状の型枠の上面全域に、
一様又はほぼ一様の厚さになるようにスプレーア
ツプしたのち、コテ或いはローラを用いて脱泡及
び面仕上げを行なう方法が知られている。
Conventionally, the method for producing the above-mentioned gutter-shaped fiber-reinforced cement products has been to use the above-mentioned fiber-containing cement mortar (hereinafter sometimes referred to as FRC).
over the entire upper surface of the gutter-like formwork with the upper side open.
A known method is to spray up the material to a uniform or nearly uniform thickness, and then use a trowel or roller to perform defoaming and surface finishing.
上記従来の方法による場合は、次の問題が生じ
る。
When using the above conventional method, the following problem occurs.
つまり、製造対象となるセメント製品があまり
彎曲していない平板状に近いものであればさほど
問題ではないが、筒状を呈するに際しての組合せ
個数を少なくするために、個々のセメント製品
を、その周方向の両端部が立上がるように大きく
彎曲させた場合は、型枠の周方向両端部分が急傾
斜面であるから、未硬化のFRCを厚く吹き付け
てもその部分が型枠面から滑り落ち易く、そのた
め、厚肉製品を製造するのが困難であつたり、或
いは、そのためにはスプレーアツプを数回繰り返
す必要があり、かつ、脱泡及び面仕上げが人手作
業であることも相俟つて生産能率が非常に悪いも
のであつた。加えて、人手作業故に、内面の平滑
仕上げが良好に行えず、厚味精度にも欠けるもの
であつた。 In other words, it is not a big problem if the cement product to be manufactured is not very curved and is close to a flat plate shape, but in order to reduce the number of combinations when creating a cylindrical shape, individual cement products are If the formwork is greatly curved so that both ends of the formwork rise up, both ends of the formwork in the circumferential direction are steeply sloped surfaces, so even if a thick layer of uncured FRC is sprayed, those parts will easily slip off the formwork surface. Therefore, it is difficult to manufacture thick-walled products, or it is necessary to repeat spray-up several times, and degassing and surface finishing are done manually, which reduces production efficiency. was very bad. In addition, because it was done manually, the inner surface could not be finished smoothly and the thickness accuracy was also lacking.
また、前記コチ或いはローラを用いての型締め
に伴つて繊維が周方向及び軸方向にともに流動し
てランダムな姿勢の繊維が軸方向及び周方向に対
しほぼ均一に配向されるため、両方向の強度差が
ない、又は、非常に少なく、従つて、軸方向に比
して周方向に大なる強度が要求されるこの種製品
の所要強度を得る際に、最大所要強度となる周方
向の強度を基準にして製造しなければならないた
め、軸線方向では必要強度以上の強度を有した過
剰品質製品となつて、この点で製造コストの高騰
を招き易いという問題もあつた。 In addition, as the mold is clamped using the flathead or roller, the fibers flow both in the circumferential direction and the axial direction, and the randomly oriented fibers are oriented almost uniformly in the axial and circumferential directions. There is no or very little difference in strength, therefore, when obtaining the required strength for this type of product that requires greater strength in the circumferential direction than in the axial direction, the strength in the circumferential direction that is the maximum required strength. Since the product must be manufactured based on the axial direction, the product is of excessive quality and has a strength higher than the required strength in the axial direction, which tends to increase the manufacturing cost.
本発明は、かかる実情に鑑み、周知のプレス法
を改良利用することにより、薄肉から厚肉までの
彎曲したセメント製品を能率良く、仕上り良く、
しかも、周方向の強度比が高い製品が得られる方
法を提供する事に目的を有する。 In view of these circumstances, the present invention improves and utilizes the well-known pressing method to efficiently produce curved cement products from thin to thick walls with good finish.
Moreover, it is an object of the present invention to provide a method by which a product having a high strength ratio in the circumferential direction can be obtained.
上記目的を達成するために開発された本発明の
技術手段は、上方側が開放された樋状の下型枠
と、その下型枠に上方側から対向して位置する上
型枠とをもつて、それら両型枠の間に供給された
補強用繊維入りのセメントモルタルを型締めする
という、平板状製品の製造方法として従来から周
知のプレス法を用いるにあたり、前記樋状の下側
枠の周方向での一部に相当する凹入底部で、か
つ、その下型枠の軸線方向での全範囲にわたつて
ほぼ均一に、製品全体に相当する量の前記繊維混
入セメントモルタルを供給し、この状態から前述
のような型締めを行なうことを特徴とするもので
あるから、次の作用ならびに効果を奏する。
The technical means of the present invention developed to achieve the above object includes a gutter-like lower formwork with an open upper side and an upper formwork located opposite to the lower formwork from above. When using the press method, which is conventionally known as a manufacturing method for flat plate products, in which the cement mortar containing reinforcing fibers supplied between the two formworks is clamped, the periphery of the gutter-shaped lower frame is Supply the fiber-mixed cement mortar in an amount equivalent to the entire product at the recessed bottom part corresponding to a part in the direction and almost uniformly over the entire range in the axial direction of the lower formwork, and Since it is characterized by performing the above-mentioned mold clamping from the state, it has the following functions and effects.
(i) 樋状の下型枠の周方向での一部に相当する凹
入底部で、かつ、その下型枠の軸線方向での全
範囲にわたつて、ほぼ均一に繊維混入セメント
モルタルを供給し、これを上型枠と下型枠と
で、型締めするものであるから、型締めに伴つ
てFRCは主として周方向に流動することにな
り、それにつれて繊維の大部分が周方向に配向
される。
(i) Supplying fiber-mixed cement mortar almost uniformly at the bottom of the recess corresponding to a part of the circumferential direction of the gutter-shaped lower formwork and over the entire range in the axial direction of the lower formwork. However, since the mold is clamped between the upper and lower molds, the FRC mainly flows in the circumferential direction as the mold is clamped, and as a result, most of the fibers are oriented in the circumferential direction. be done.
(ii) しかも、上下型枠対の型締めによつて所定形
状のものに成形するもので、従来のコテやロー
ラによる人手作業を介しての脱泡、面仕上げが
不要となる。(ii) Moreover, the mold is formed into a predetermined shape by clamping the upper and lower molds, eliminating the need for conventional manual degassing and surface finishing using trowels and rollers.
(イ) 上記(i)の作用から、この種の補強繊維入りの
樋状セメント製品として要求の高い周方向強度
比の高い製品を確実に得ることができる。従つ
て軸線方向強度が必要以上に大きい過剰品質製
品を作製する場合のようなコスト増を避け易
い。
(a) Due to the effect of (i) above, it is possible to reliably obtain a product with a high circumferential strength ratio, which is required for this type of reinforcing fiber-containing trough-like cement product. Therefore, it is easy to avoid the increase in cost that would be caused by producing an over-quality product with an unnecessarily high axial strength.
(ロ) 上記(ii)の作用から、人手作業を極力省略し
て、肉厚に関係なく高能率に、かつ、内外面と
も平滑性の良い仕上りの、また、厚味精度にも
勝れた製品を得ることができるに至つた。(b) Due to the effect of (ii) above, it is possible to eliminate manual labor as much as possible, achieve high efficiency regardless of wall thickness, and achieve a finish with good smoothness on both the inside and outside surfaces, as well as superior thickness accuracy. I was able to obtain the product.
以下本発明方法の実施例を図面に基づいて工程
順に列記する。
Examples of the method of the present invention will be listed below in order of steps based on the drawings.
ガラス繊維又はカーボン繊維若しくは両繊維
の混合物といつた、補強用繊維aを混入のセメ
ントモルタルmで製品全体に相当する量のもの
を、半円筒状に彎曲する下型枠2の周方向での
一部分に相当する凹入底部にスプレー3を介し
て下型枠2の軸線方向の全範囲にわたつてほぼ
均一に供給する。(第1図参照)
前記下型枠2に取付けた振動モータ4を作動
させて油圧圧力を使用して前記下型枠2側に押
圧することにより、FRCを上下型枠1,2対
をもつて形成される空間形状に合致した形状の
ものに成形する。(第2図参照)本実施例の如
く製品が高い立上り部を有する場合、加圧時に
振動を付加することによりFRCの流動性が向
上し、低い加圧力で立上り部先端まで十分に
FRCが流れ込むので、加圧に振動を付加する
ことは特に好ましい。 An amount of cement mortar (m) mixed with reinforcing fiber (a) such as glass fiber, carbon fiber, or a mixture of both fibers, equivalent to the entire product, is poured in the circumferential direction of the lower formwork 2, which is curved into a semi-cylindrical shape. The spray 3 is applied to the bottom of the recess corresponding to a portion thereof almost uniformly over the entire range in the axial direction of the lower formwork 2. (See Figure 1) By operating the vibration motor 4 attached to the lower formwork 2 and pressing it against the lower formwork 2 using hydraulic pressure, the FRC is formed into a pair of upper and lower formworks 1 and 2. It is molded into a shape that matches the shape of the space to be formed. (Refer to Figure 2) When the product has a high rising part as in this example, the fluidity of FRC can be improved by adding vibration during pressurization, and the fluidity of the FRC can be improved by applying vibration to the tip of the rising part with a low pressurizing force.
Since the FRC flows in, it is particularly preferable to add vibration to the pressurization.
このとき、FRCは主として円周方向に流動
するため、補強用繊維の円周方向への配向性が
強くなる。 At this time, since the FRC mainly flows in the circumferential direction, the reinforcing fibers are more oriented in the circumferential direction.
前記上型枠1側の実質押圧部を達成する孔あ
き鉄板1A及びセメント粒子は通さない目合い
のフイルター5を通じて、図外真空ポンプによ
る吸引作用によつてFRCが形状を自己保持で
きる程度に硬化するまで余剰水を真空吸引脱出
させる。(第3図参照)
脱水完了後、上型枠1を脱型させ、FRCが
完全に流動性をなくするまで硬化養生させるこ
とにより、第4図で示すような半円筒形状の繊
維補強セメント製品Aを得る。 Through the perforated iron plate 1A that forms a substantial pressing area on the upper formwork 1 side and the filter 5 whose mesh does not allow cement particles to pass through, the FRC is hardened to the extent that it can self-retain its shape by the suction action of a vacuum pump (not shown). Vacuum the excess water until it escapes. (See Figure 3) After dewatering is completed, the upper formwork 1 is removed from the mold and the FRC is allowed to harden and cure until it completely loses its fluidity, resulting in a semi-cylindrical fiber-reinforced cement product as shown in Figure 4. get an A.
尚、本発明が製造対象とする製品としては、半
円筒形状のもの以外、例えば、第5図で示すよう
に断面図が台形のものであつても良く、これらを
総称して樋状と称する。 In addition, the products to be manufactured by the present invention may have a trapezoidal cross-sectional view, for example, as shown in FIG. .
図面は本発明に係るプレス法による繊維補強樋
状セメント製品の製造方法の実施例を示し、第1
図乃至第3図は製造工程での縦断面図、第4図は
製品の一部破断斜視図、第5図は応用製品の一部
破断斜視図である。
1……上型枠、2……下型枠、a……補強用繊
維、m……セメントモルタル、A……製品。
The drawings show an embodiment of the method for manufacturing fiber-reinforced trough-like cement products by the pressing method according to the present invention, and
3 to 3 are longitudinal sectional views in the manufacturing process, FIG. 4 is a partially cutaway perspective view of the product, and FIG. 5 is a partially cutaway perspective view of the applied product. 1... Upper formwork, 2... Lower formwork, a... Reinforcing fiber, m... Cement mortar, A... Product.
Claims (1)
下型枠2に上方側から対向して位置する上型枠1
とをもつて、それら両型枠1,2の間に供給され
た補強用繊維a入りのセメントモルタルmを型締
めし、厚味が一様又はほぼ一様で、かつ周方向で
の中央部分がその肉厚方向の一方に突曲する樋状
の繊維補強セメント製品Aを製造する方法であつ
て、前記樋状の下側枠2の周方向での一部に相当
する凹入底部で、かつ、その下型枠2の軸線方向
での全範囲にわたつてほぼ均一に、製品全体に相
当する量の前記繊維混入セメントモルタルmを供
給し、この状態から前述のような型締めを行なう
ことを特徴とするプレス法による繊維補強樋状セ
メント製品の製造方法。 2 前記型締め時に振動を付与するものである特
許請求の範囲第1項に記載のプレス法による繊維
補強樋状セメント製品の製造方法。 3 対象製品Aが半円筒形状のものである特許請
求の範囲第1項または第2項に記載のプレス法に
よる繊維補強樋状セメント製品の製造方法。[Claims] 1. A gutter-shaped lower formwork 2 with an open upper side, and an upper formwork 1 located opposite to the lower formwork 2 from above.
The cement mortar m containing reinforcing fibers A supplied between the two formworks 1 and 2 is clamped with the molds 1 and 2, and the thickness is uniform or almost uniform, and the central part in the circumferential direction is is a method for manufacturing a fiber-reinforced cement product A having a trough-like shape that is curved in one direction in its wall thickness direction, the recessed bottom portion corresponding to a part of the trough-like lower frame 2 in the circumferential direction; Further, the fiber-mixed cement mortar m is supplied in an amount equivalent to the entire product almost uniformly over the entire range in the axial direction of the lower formwork 2, and from this state, the mold clamping is performed as described above. A method for producing a fiber-reinforced trough-like cement product using a pressing method, characterized by: 2. A method for manufacturing a fiber-reinforced trough-shaped cement product by the pressing method according to claim 1, wherein vibration is applied during the mold clamping. 3. A method for manufacturing a fiber-reinforced trough-like cement product by a pressing method according to claim 1 or 2, wherein the target product A is semi-cylindrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14521281A JPS5845912A (en) | 1981-09-14 | 1981-09-14 | Manufacture of fiber reinforced cylindrical cement product through press method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14521281A JPS5845912A (en) | 1981-09-14 | 1981-09-14 | Manufacture of fiber reinforced cylindrical cement product through press method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5845912A JPS5845912A (en) | 1983-03-17 |
| JPH027809B2 true JPH027809B2 (en) | 1990-02-21 |
Family
ID=15379963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14521281A Granted JPS5845912A (en) | 1981-09-14 | 1981-09-14 | Manufacture of fiber reinforced cylindrical cement product through press method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5845912A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10487170B2 (en) | 2015-08-05 | 2019-11-26 | Toho Chemical Industry Co., Ltd. | Polycondensation product containing phenolic copolymer and dispersant for hydraulic composition containing the same |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6283096A (en) * | 1985-10-09 | 1987-04-16 | Kubota Ltd | water treatment equipment |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5296620A (en) * | 1976-02-10 | 1977-08-13 | Hitachi Chemical Co Ltd | Press molding method of fiber reinforced cement products |
-
1981
- 1981-09-14 JP JP14521281A patent/JPS5845912A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10487170B2 (en) | 2015-08-05 | 2019-11-26 | Toho Chemical Industry Co., Ltd. | Polycondensation product containing phenolic copolymer and dispersant for hydraulic composition containing the same |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5845912A (en) | 1983-03-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2296453A (en) | Method of molding concrete products | |
| JPH027809B2 (en) | ||
| CH664525A5 (en) | METHOD AND DEVICE FOR CASTING OF PARTICULAR PLASTICS AND RESIN CONCRETE OR mortar-MOLDING. | |
| JPH0516131A (en) | Manufacturing method of precast concrete members | |
| WO2001090028A1 (en) | Moulding of ceramic moulding forms | |
| JP2002510254A (en) | Glass reinforced cement (GRC) sheet / board | |
| GB1559831A (en) | Sheet piling | |
| JPH0363106A (en) | Manufacture of fiber reinforced gypsum panel | |
| JPS6030244B2 (en) | Manufacturing method of concrete products | |
| JPS598529B2 (en) | Vibration molding method for GRC molded bodies | |
| JPH0160402B2 (en) | ||
| JPS6226855B2 (en) | ||
| US1241144A (en) | Process of molding concrete. | |
| JPS5818209B2 (en) | Fukugo Panel No Sakuseihouhou | |
| JPH0324906A (en) | Molding method of concrete molded plate and concrete molded plate | |
| JPS5857285B2 (en) | Manufacturing method of concrete composite pipe with built-in steel pipe | |
| SU1516362A1 (en) | Method of manufacturing ferroconcrete articles | |
| GB2155389A (en) | Producing concrete sewerage liners | |
| JPS6225081B2 (en) | ||
| CN120552214A (en) | A new method for producing composite floor slabs | |
| SU1722847A1 (en) | Method of manufacture of concrete mandrel | |
| JPH03151441A (en) | How to form concrete molded plates | |
| JPS6013536A (en) | Manufacture of composite pipe | |
| JPS6129846B2 (en) | ||
| JPH07308907A (en) | Manufacture of pc product |