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JPS5845932B2 - Manufacturing method for glass fiber reinforced cement products - Google Patents
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JPS5845932B2 - Manufacturing method for glass fiber reinforced cement products - Google Patents

Manufacturing method for glass fiber reinforced cement products

Info

Publication number
JPS5845932B2
JPS5845932B2 JP14574378A JP14574378A JPS5845932B2 JP S5845932 B2 JPS5845932 B2 JP S5845932B2 JP 14574378 A JP14574378 A JP 14574378A JP 14574378 A JP14574378 A JP 14574378A JP S5845932 B2 JPS5845932 B2 JP S5845932B2
Authority
JP
Japan
Prior art keywords
cement mortar
filter
glass fiber
cement
formwork
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
JP14574378A
Other languages
Japanese (ja)
Other versions
JPS5571508A (en
Inventor
孝幸 桜田
嘉晟 三輪
朗 大宮
次郎 平野
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.)
Nippon Sheet Glass Co Ltd
Original Assignee
Nippon Sheet Glass Co 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 Nippon Sheet Glass Co Ltd filed Critical Nippon Sheet Glass Co Ltd
Priority to JP14574378A priority Critical patent/JPS5845932B2/en
Publication of JPS5571508A publication Critical patent/JPS5571508A/en
Publication of JPS5845932B2 publication Critical patent/JPS5845932B2/en
Expired legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/40Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material
    • B28B7/46Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material for humidifying or dehumidifying
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/44Producing shaped prefabricated articles from the material by forcing cores into filled moulds for forming hollow articles

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【発明の詳細な説明】 本発明は、肉厚の割に機械強度に勝れたセメント製品を
得ることができるように、セメントモルタル中にガラス
繊維を混在させているガラス繊維補強セメント製品を製
造する方法で、詳しくは、耐圧構造で、その内面の少な
くとも一面に余剰水脱水のためのフィルターを有する型
枠内に供給したガラス繊維入りのセメントモルタルに対
して型締めしたのち、前記セメントモルタルを加圧する
ことにより、このセメントモルタル中の余剰水を前記フ
ィルターを通して、セメントモルタルが所定形状を自己
保持できる状態になるまで脱水し、しかる後、脱型し硬
化養生することによってガラス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 The present invention manufactures glass fiber reinforced cement products in which glass fibers are mixed in cement mortar so that a cement product with superior mechanical strength can be obtained despite its wall thickness. Specifically, after clamping the cement mortar containing glass fibers supplied in a formwork that has a pressure-resistant structure and has a filter for dehydrating excess water on at least one of its inner surfaces, the cement mortar is By applying pressure, the excess water in the cement mortar is passed through the filter and dehydrated until the cement mortar can maintain its predetermined shape. After that, it is demolded and cured to form a glass fiber-reinforced cement product. Relating to a method of manufacturing.

この種方法の実施に際して製品仕上がりの上で最も重要
にして、かつ、従来から問題視されていた点は、前記フ
ィルターの性能である。
When implementing this type of method, the most important point in terms of product finish, and which has been considered a problem in the past, is the performance of the filter.

つまり、このフィルターとしては、(イ)余剰水の濾過
脱水能力に勝れていること、←)セメントの微粒子を効
率良く捕捉する能力に勝れていること、(ハ)脱型時に
おいて未硬化状態にあるセメントモルタルとの界面剥離
性に勝れていること。
In other words, this filter must (a) be superior in its ability to filter and dehydrate excess water, ←) be superior in its ability to efficiently capture fine cement particles, and (iii) be uncured during demolding. Excellent interfacial releasability with existing cement mortar.

が要求される。is required.

このうち、製品仕上がりの上で最も問題となるのは、←
→で述べた界面剥離性であって、従来存在するフィルタ
ーで前述(イ)、(ロ)の性能を十分にもちながらこの
←→の面でも勝れた性能のフィルターは皆無といっても
過言でない。
Among these, the one that causes the most problems in terms of product finish is ←
Regarding the interfacial releasability mentioned in →, it would be no exaggeration to say that there are no existing filters that have sufficient performance in (a) and (b) above and also excel in this aspect. Not.

それ故に、脱型時にフィルターを未硬化セメントモルタ
ルから剥離する際、フィルターの対セメントモルタル接
触面にセメントモルタルの一部が付着してこのフィルタ
ーと一緒にとれてしまうため、セメントモルタル表面が
不当に荒されて表面仕上がりが悪化する欠点を免れ得な
かった。
Therefore, when the filter is peeled off from the uncured cement mortar during demolding, a portion of the cement mortar adheres to the contact surface of the filter with the cement mortar and is removed together with the filter, resulting in the cement mortar surface being unduly damaged. It was inevitable that the surface would be roughened and the surface finish would deteriorate.

本発明は、以上の実情に鑑み、表面仕上がりの非常に良
好な製品を得ることができるガラス繊維補強セメント製
品の製造方法を提案せんとする点に目的を有するもので
あって、官記した工程のものにおいて、前記流し込みセ
メントモルタルに接触するフィルター面に、微粒子から
なる剥離剤を散布することを特徴とする。
In view of the above circumstances, it is an object of the present invention to propose a method for manufacturing glass fiber reinforced cement products that can produce products with a very good surface finish, and is an object of the present invention. This method is characterized in that a release agent made of fine particles is sprayed on the filter surface that comes into contact with the poured cement mortar.

つまり、一本発明方法による時は、この種製造方法の実
施に際して製品仕上がりの上で要求されるところの、既
述(イ)、(ロ)、(/→のうち、(イ)、(ロ)の性
能を十分に確保できるようにフィルターを用いるもので
ありながら、その使用するフィルターの対セメントモル
タル接触面に微粒子からなる剥離剤を微粒子単独、又は
、スラリー状にして散布することによって、界面剥離性
を改良して、フィルターの脱離時にセメントモルタルの
一部がフィルター面に付着したままでセメントモルタル
表面からはぎとられることに起因する表面仕上がりの悪
化を防止することができる。
In other words, when using the method of the present invention, (A) and (RO) of the above-mentioned (A), (B), (/→) are required for the finished product when implementing this type of manufacturing method. ), the interface can be improved by spraying a release agent consisting of fine particles alone or in the form of a slurry on the surface of the filter that is in contact with the cement and mortar. By improving the releasability, it is possible to prevent deterioration of the surface finish caused by part of the cement mortar remaining attached to the filter surface being peeled off from the cement mortar surface when the filter is removed.

しかも、砂、プラスチック粒、有機均粒など材料入手が
容易で、かつ、例え一回ごとに消費するにしても経済的
負担は極く僅小な微粒子からなる剥離剤を使用するから
、製造コストの上昇を可及的に抑えて、表面仕上がりの
良好な製品を比較的安価に製造することができるに至っ
た。
In addition, the manufacturing cost is low because we use a release agent made of fine particles that are easily available, such as sand, plastic particles, and organic particles, and the economic burden is extremely small even if it is consumed once. It has now become possible to suppress the increase in surface finish as much as possible and produce products with a good surface finish at a relatively low cost.

以下本発明方法の実施例を図面に基づいて詳述する。Examples of the method of the present invention will be described in detail below based on the drawings.

第1図で示すように、下部に集合排水室1a及び排水孔
1bを有する底型枠1人と側型枠1Bおよび排水孔1c
を有する上型枠1cをもって、5〜100Av/cf1
.、好ましくは10〜60 kg/crrtの圧力に耐
える構造に構成した型枠1のうち、上型枠1cを除(型
枠IA、IBを組付けるとともに、その全内面を覆う状
態で余剰水脱水のためのフィルター2(これは、紙、フ
ェルト、キャンパス、焼結体など、セメント粒子を有効
に濾過しつつ、水分のみを通過できるものであれば、前
記の材料以外、いかなる材質のものであっても良い。
As shown in Fig. 1, one bottom formwork has a collective drainage chamber 1a and a drainage hole 1b at the bottom, a side formwork 1B and a drainage hole 1c.
5 to 100Av/cf1 with the upper formwork 1c having
.. Of the formwork 1 configured to withstand a pressure of preferably 10 to 60 kg/crrt, except for the upper formwork 1c (formworks IA and IB are assembled, excess water is dewatered while covering the entire inner surface of the formwork). Filter 2 (this can be made of any material other than the above-mentioned materials, such as paper, felt, canvas, sintered body, etc., as long as it can effectively filter cement particles while only allowing water to pass through). It's okay.

)を張設する。).

このフィルター2の、対流し込みセメントモルタル接触
面には、例えば、砂、金属粒、プラスチック粒、有機均
粒など、平均粒径が44μ〜300μの範囲内にある微
粒子例えば、JISのG 5901(鋳型用珪砂)に規
定される150号の粒度の珪砂を水に10〜50重量係
の濃度に混合分散させてスラリー状にした剥離剤を表面
積1−当たり50〜200gr(粒子)の範囲で散布塗
着させである。
The convection pouring cement mortar contact surface of the filter 2 contains fine particles having an average particle size within the range of 44μ to 300μ, such as sand, metal particles, plastic particles, organic particles, etc. For example, JIS G 5901 (mold A release agent made into a slurry by mixing and dispersing silica sand with a particle size of No. 150 as specified in the Japanese silica sand in water to a concentration of 10 to 50 by weight is sprayed and applied at a rate of 50 to 200 gr (particles) per surface area. I have to wear it.

この状態で、ガラス繊維を予め混練したセメントモルタ
ルCの所定量を流し込む、又は、セメントモルタルCと
ガラス繊維とを同時に吹付けるとともに、その下面に前
記セメントモルタルCの他面全域を覆う状態で、前述と
同様に剥離剤を散布塗着したフィルター2および、穴あ
鉄板4によりほぼ所望のセメント製品内面に沿った形
に保形された弾性膜体3、例えば厚味が1〜577aの
範囲内のゴム製膜体を取り付けた上型枠1Cを、投入又
は吹付けられたセメントモルタルCの一面側に接当させ
押圧するように型締めを行なうのであるが、この型締め
時に、その上型枠1Cに1 kg10A以下の機械的歪
力を加え、更に、好ましくは、型枠1全体に振動数・毎
分2×103〜30 x 10”程度、振巾0.1〜2
.5mm程度の機械的振動を5〜30秒間付与すること
によって、セメントモルタルCの流動性を高めて、これ
を型枠1内全体に3遍なく流動させるとともに、脱泡を
行なう。
In this state, pour a predetermined amount of cement mortar C mixed with glass fibers in advance, or simultaneously spray cement mortar C and glass fibers, and cover the entire other surface of the cement mortar C on the lower surface. A filter 2 coated with a release agent in the same manner as described above, and an elastic membrane 3 whose shape is maintained approximately along the desired inner surface of the cement product by means of a perforated iron plate 4, for example, the thickness is in the range of 1 to 577 mm. The mold is clamped by pressing the upper formwork 1C with the rubber membrane attached to it in contact with one side of the poured or sprayed cement mortar C. During this mold clamping, the upper mold A mechanical strain force of 1 kg 10A or less is applied to the frame 1C, and further, preferably, the entire formwork 1 is subjected to vibration at a frequency of about 2 x 103 to 30 x 10'' per minute and a swing width of 0.1 to 2.
.. By applying mechanical vibrations of about 5 mm for 5 to 30 seconds, the fluidity of the cement mortar C is increased, and the cement mortar C is made to flow evenly throughout the formwork 1, and at the same time defoaming is performed.

尚、上型枠1Cの押圧速度は毎分10〜300mmの範
囲内、例えば、毎分10100rが好ましい。
In addition, the pressing speed of the upper formwork 1C is preferably within the range of 10 to 300 mm per minute, for example, 10100 r per minute.

そして、上型枠1Cを側型枠1Bにポルト5の締付けに
よりロックして、第2図のような組立て状態を得る。
Then, the upper formwork 1C is locked to the side formwork 1B by tightening the ports 5, and the assembled state as shown in FIG. 2 is obtained.

この状態において、上型枠1Cに形成した孔1dを通し
て、型枠1内で前記弾性膜体3の背部空間に加圧流体、
好ましくは、非圧縮性流体、例れば、水を加圧したもの
イを導入し、弾性膜体3に流体圧を矢印口方向から作用
させることにより、セメントモルタルCを加圧し、これ
を型枠面に圧着させ、セメントモルタルC中の余剰水を
フィルター2,2および排水孔1b、lcを通して、こ
のセメントモルタルCの含水率が10〜15係(初期含
水率15〜25係)に低下して流動性を失なうとともに
、所定形状と自己保持できる状態になるまで脱水する。
In this state, pressurized fluid is introduced into the back space of the elastic membrane body 3 within the formwork 1 through the hole 1d formed in the upper formwork 1C.
Preferably, a pressurized incompressible fluid, for example water, is introduced and the fluid pressure is applied to the elastic membrane 3 from the direction of the arrow to pressurize the cement mortar C and mold it. The cement mortar C is pressed against the frame surface, and the excess water in the cement mortar C is passed through the filters 2, 2 and the drainage holes 1b, lc, so that the moisture content of the cement mortar C is reduced to 10 to 15 (initial moisture content 15 to 25). It is dehydrated until it loses its fluidity and becomes able to self-retain a predetermined shape.

排水は真空を利用して強制的に行なうことが望ましい。It is desirable to force drainage using a vacuum.

この場合の最大加圧力は、10〜60 kg/crrt
の範囲内で、例えば、30 kglcA位であり、かつ
、その加圧上昇速度は毎分10〜50 kg/ctAの
範囲内で、例えば、毎分30 kglca位が望ましく
、また、その加圧保持時間は1〜10分の範囲内で、例
えば、3分位が適当である。
The maximum pressure in this case is 10 to 60 kg/crrt
For example, the rate of increase in pressure is within the range of 10 to 50 kg/ctA, preferably about 30 kglca per minute, and the rate of increase in pressure is preferably within the range of 30 kglca per minute. The time is within the range of 1 to 10 minutes, for example, approximately 3 minutes is appropriate.

しかる後、前記加圧流体を排出することによって、未硬
化状態のセメントモルタルCと弾性膜体3との接触面部
分に負圧を発生させ、この時、更に排水孔10などから
空気、好ましくは、加圧気体を導入すれば、脱水体積に
相当する体積分のクリアランスが両者C,3間に形成さ
れるので、また、このとき、フィルター2と未硬化セメ
ントモルタルCとの界面には、既述剥離剤が存在するた
め、フィルター2面にセメントモルタルの一部を付着さ
せないで、フィルター2のみを簡単に剥離できる(フィ
ルターと剥離剤との間の付着力は相対的に小さいので、
剥離剤はモルタル表面に付着した状態でフィルターが剥
離される。
Thereafter, by discharging the pressurized fluid, a negative pressure is generated at the contact surface between the uncured cement mortar C and the elastic membrane 3, and at this time, air, preferably air, is further discharged from the drainage hole 10 etc. If pressurized gas is introduced, a clearance corresponding to the dewatered volume will be formed between both C and 3, and at this time, at the interface between the filter 2 and the unhardened cement mortar C, Because of the presence of the remover, it is possible to easily remove only the filter 2 without adhering part of the cement mortar to the surface of the filter 2 (the adhesive force between the filter and the remover is relatively small, so
The filter is removed while the removal agent remains attached to the mortar surface.

)のでセメントモルタルC表面を傷付けることなく、或
いは、非常に少ない状態での脱型を行ない、自己保形状
態にあるセメントモルタルCはそのまま養生し、硬化さ
せる。
) Therefore, the mold is removed without damaging the surface of the cement mortar C, or with very little damage, and the cement mortar C, which is in a self-retaining state, is allowed to cure and harden as it is.

尚、剥離剤)ま硬化したセメント製品表面に埋込まれた
状態で付着しており、製品の外観を損なうことはない。
The release agent) is attached to the surface of the hardened cement product in an embedded state, so it does not damage the appearance of the product.

而して、脱型が完了したならば、型枠丁、フィルター2
、弾性膜体3を水洗いなどの簡単な手段によって清掃し
、反復使用を行なえる。
After the demolding is completed, remove the mold plate and filter 2.
The elastic membrane body 3 can be cleaned by simple means such as washing with water and can be used repeatedly.

尚、上記実施例のものにあっては、特に立体形状の製品
の製造に有効性が発揮されるものである必要性から鑑み
て、型枠内に投入したセメントモルタルが内部全体に安
定的に流動する配合、即ち、骨材/セメント比(−8/
C)が0.3〜1.5、好ましくは、0.6〜1.0、
水/セメント比(W/C)が0.3〜1.0、好ましく
はプレミックスの場合が0.45〜0.55、スプレー
の場合が0.35〜0145、耐アルカリ性ガラス繊維
長が10〜50闘、好ましくは12〜37胴、補強セメ
ント製品中のガラス繊維混入率が1係〜10%、好まし
くは2ダ〜5係であることが望ましく、また、より一層
良好な流動性を得るために、メチルセルロースなどの流
動性付与剤(増粘剤)を対セメント比で0.0005〜
0.02、好ましくはo、ooi〜0.004程度添加
しておくのが良い。
In addition, in view of the need for the above-mentioned example to be particularly effective in manufacturing three-dimensional products, the cement mortar poured into the formwork was stably spread throughout the interior. Flowable mix, i.e. aggregate/cement ratio (-8/
C) is 0.3 to 1.5, preferably 0.6 to 1.0,
Water/cement ratio (W/C) is 0.3 to 1.0, preferably 0.45 to 0.55 for premix, 0.35 to 0.145 for spray, and alkali-resistant glass fiber length is 10. It is desirable that the glass fiber content in the reinforcing cement product is 1% to 10%, preferably 2% to 5%, and even better fluidity can be obtained. Therefore, the ratio of fluidity imparting agent (thickener) such as methylcellulose to cement is 0.0005~
It is good to add about 0.02, preferably o, ooi to 0.004.

また、弾性膜体は袋状のものであっても良く、また、弾
性膜体を側型枠1Bと底型枠1人に沿って設けてこれに
流体圧を作用させるための加圧流体を、型枠の上型枠と
側型枠との接当面間から導入しても良く、この場合は、
型枠に孔あき鉄板を使用する必要がない。
Further, the elastic membrane body may be in the form of a bag, and the elastic membrane body may be provided along the side formwork 1B and the bottom formwork 1, and a pressurized fluid for applying fluid pressure thereto may be provided. , it may be introduced from between the contact surfaces of the upper formwork and side formwork; in this case,
There is no need to use perforated iron plates for formwork.

更に、脱水のための加圧手段としては、上記実施例のよ
うに弾性膜体を介しての流体圧以外、機械的なプレス圧
であっても良きこと勿論である。
Furthermore, as a pressurizing means for dewatering, mechanical press pressure may of course be used instead of the fluid pressure applied through the elastic membrane as in the above embodiment.

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

図面は本発明に係るガラス繊維補強セメント製品の製造
方法の実施例を示し、第1図、第2図は、ともに作業手
順説明用の縦断面図である。 1・・・・・・型枠、2・・・・・・フィルター、C・
・・・・・セメントモルタル。
The drawings show an embodiment of the method for manufacturing a glass fiber reinforced cement product according to the present invention, and FIGS. 1 and 2 are longitudinal cross-sectional views for explaining the working procedure. 1...Formwork, 2...Filter, C.
...Cement mortar.

Claims (1)

【特許請求の範囲】[Claims] 1 耐圧構造で、その内面の少なくとも一面に余剰水脱
水のためのフィルター2を有する型枠1内に供給したガ
ラス繊維入りのセメントモルタルCに対して型締めした
のち、前記セメントモルタルCを加圧することにより、
このセメントモルタルC中の余剰水を前記フィルター2
を通して、セメントモルタルCが所定形状を自己保持で
きる状態になるまで脱水し、しかる後、脱型し硬化養生
することによってガラス繊維補強セメント製品を製造す
る方法において、前記流し込みセメントモルタルCに接
触するフィルター2面に、微粒子からなる剥離剤を散布
することを特徴とするガラス繊維補強セメント製品の製
造方法。
1 After clamping the glass fiber-containing cement mortar C supplied in a formwork 1 which has a pressure-resistant structure and has a filter 2 for removing excess water on at least one of its inner surfaces, the cement mortar C is pressurized. By this,
The surplus water in this cement mortar C is filtered through the filter 2.
In a method for manufacturing a glass fiber reinforced cement product by dehydrating the cement mortar C until it can self-retain a predetermined shape through the filter, followed by demolding and curing, the filter is in contact with the poured cement mortar C. A method for producing a glass fiber-reinforced cement product, which comprises spraying a release agent made of fine particles on two surfaces.
JP14574378A 1978-11-24 1978-11-24 Manufacturing method for glass fiber reinforced cement products Expired JPS5845932B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14574378A JPS5845932B2 (en) 1978-11-24 1978-11-24 Manufacturing method for glass fiber reinforced cement products

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14574378A JPS5845932B2 (en) 1978-11-24 1978-11-24 Manufacturing method for glass fiber reinforced cement products

Publications (2)

Publication Number Publication Date
JPS5571508A JPS5571508A (en) 1980-05-29
JPS5845932B2 true JPS5845932B2 (en) 1983-10-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP14574378A Expired JPS5845932B2 (en) 1978-11-24 1978-11-24 Manufacturing method for glass fiber reinforced cement products

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JP (1) JPS5845932B2 (en)

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Publication number Publication date
JPS5571508A (en) 1980-05-29

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