JPS5840484B2 - Manufacturing method of cement products - Google Patents
Manufacturing method of cement productsInfo
- Publication number
- JPS5840484B2 JPS5840484B2 JP398078A JP398078A JPS5840484B2 JP S5840484 B2 JPS5840484 B2 JP S5840484B2 JP 398078 A JP398078 A JP 398078A JP 398078 A JP398078 A JP 398078A JP S5840484 B2 JPS5840484 B2 JP S5840484B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- water
- crushed stone
- added
- week
- 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
Links
- 239000004568 cement Substances 0.000 title claims description 26
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 26
- 239000004575 stone Substances 0.000 claims description 21
- 238000004898 kneading Methods 0.000 claims description 11
- 239000000654 additive Substances 0.000 claims description 4
- 238000007493 shaping process Methods 0.000 claims description 2
- 239000012615 aggregate Substances 0.000 claims 2
- 238000001723 curing Methods 0.000 claims 1
- 239000004576 sand Substances 0.000 description 14
- 238000005452 bending Methods 0.000 description 7
- 239000011398 Portland cement Substances 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 230000009291 secondary effect Effects 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Description
【発明の詳細な説明】
この発明は、セメント硬化体の製法に関するものであり
、できるだけ少量の混練水を用いてセメント製品を製造
する、いわゆる乾式法において、製品強度を改善するこ
とを目的としてなされた。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for producing a hardened cement product, and is aimed at improving the strength of a cement product in the so-called dry method, in which cement products are produced using as little mixing water as possible. Ta.
従来、セメント瓦、浮型スレートなどのセメント系建材
を製造する場合の基本配合としては、セメントに川砂あ
るいは海砂が骨材として使用されていた。Conventionally, in the production of cement-based building materials such as cement tiles and floating slate, the basic mix has been to use cement with river sand or sea sand as an aggregate.
しかし、川砂、海砂は粒子が比較的丸味を帯びているか
ら、得られた製品に曲げ、衝撃などの力が加わったとき
、セメントと砂表面との接着力が必ずしも強くなく、高
強度の製品を得ようとする場合、製品の肉厚を厚くした
り、また、価格の高い補強繊維を加えたりしなければな
らないので、用途によっては、不経済でむしろ実用価値
が認められなかった。However, because the particles of river sand and sea sand are relatively rounded, when the resulting product is subjected to bending, impact, or other forces, the adhesion between the cement and the sand surface is not necessarily strong, resulting in a high-strength product. In order to obtain a product, it is necessary to increase the wall thickness of the product or add expensive reinforcing fibers, so depending on the application, it is uneconomical and has no practical value.
このような欠点があるにも拘わらず、川砂、海砂が用い
られている理由は、粒子が丸味を帯びていて混練しやす
く、そのため、セメントと砂とが簡易な混練装置で、短
時間に、しかも少ない混練水で、均一に混練でき、結局
強度の発現が早く、強度の部分的なムラも少ないという
結果が得られるためであった。Despite these drawbacks, river sand and sea sand are still used because their particles are rounded and easy to knead. Moreover, it was possible to knead uniformly with a small amount of kneading water, resulting in quick development of strength and less local unevenness in strength.
骨材としては、上記のもの\他に、粉砕石があるがこれ
は製品強度としては、川砂、海砂より高い。In addition to the above-mentioned aggregates, there is also crushed stone, which has a higher product strength than river sand or sea sand.
その理由は、粒子が角ぼっているためである。しかしそ
の反面、混練性が悪く、特に、混練水を少なくした場合
に均一な混練ができない欠点があった。The reason is that the particles are rounded. However, on the other hand, the kneading properties were poor, and in particular, when the amount of kneading water was reduced, uniform kneading could not be achieved.
そこでこれを改善するため、混練水を用いて混練するよ
うになされているが、この場合は、過剰に加えた水によ
る空隙が製品中にでき、強度がかえって川砂等の場合よ
りも低下する傾向が認められた。In order to improve this problem, kneading water is used for kneading, but in this case, voids are created in the product due to the excess water added, and the strength tends to be lower than that of river sand, etc. was recognized.
よって、はとんど実用化は行われていないのである。Therefore, it has hardly been put into practical use.
本発明は、骨材として砕石を用い、かつ混練水をできる
だけ少なくしてセメント製品を得るために、砕石に水を
加え、これにセメントと、必要に応じて加えるその他の
添加剤を徐々に乃至一度に添加して混練することを特徴
とする。In order to obtain a cement product by using crushed stone as aggregate and using as little mixing water as possible, the present invention involves adding water to crushed stone, and gradually adding cement and other additives as necessary. It is characterized by being added and kneaded all at once.
この場合、望ましくは、攪拌しながらそれぞれを添加す
る。In this case, each is preferably added while stirring.
こ\で予め砕石に加える水の量は、後に加えるセメン)
100重量部(以下部と略す)に対して35〜45部が
好ましい。The amount of water added to the crushed stone in advance is the amount of cement added later)
It is preferably 35 to 45 parts per 100 parts by weight (hereinafter referred to as "parts").
これより少ないとセメントの水利のための水不足が起っ
たり、多過ぎると過剰水による空隙が多くなり、充分な
強度が得られない。If it is less than this, there will be a shortage of water for cement irrigation, and if it is too much, there will be many voids due to excess water, and sufficient strength will not be obtained.
以上で、砕石に予め加えられる水の量は実際上は砕石の
表面を濡らすのに必要にして充分な程度の量であり、水
を加えると、砕石の全面が濡れた状態になる。As described above, the amount of water added to the crushed stone in advance is actually the amount necessary and sufficient to wet the surface of the crushed stone, and when water is added, the entire surface of the crushed stone becomes wet.
これにセメントを加えると、砕石の表面の水によってセ
メントがペースト状になり、砕石表面を覆う。When cement is added to this, the water on the surface of the crushed stone turns the cement into a paste, covering the surface of the crushed stone.
この場合の混練は、通常の川砂、海砂を使用する場合と
同程度でよい。In this case, the kneading may be carried out to the same extent as when using ordinary river sand or sea sand.
具体的には、セメント100部に対して砕石100〜3
50部が用いられる。Specifically, 100 to 3 parts of crushed stone to 100 parts of cement.
50 parts are used.
その他の添加剤についても通常用、し)られるものが適
用される。As for other additives, those commonly used are also applicable.
以上のような本発明により、製品曲げ強度においてセメ
ントと骨材を同一量として比較した場合、川砂を使用し
た場合より、砕石を使用した場合が50〜70%向上す
る。According to the present invention, the bending strength of the product is improved by 50 to 70% when crushed stone is used, compared to when river sand is used, when comparing the same amounts of cement and aggregate.
従来法による砕石使用の場合に比べても、混練水を同一
にして比較すると20〜30%の強度の向上が認められ
る。Even when compared with the conventional method using crushed stone, an improvement in strength of 20 to 30% is observed when the same amount of kneading water is used.
また、予めセメントと砕石を混合し、これに混練水を少
なく加えて製品を得た場合には強度の発現が遅く、製品
強度にも大きなバラツキがあったがこの点も大きく改善
できるのである。Furthermore, when cement and crushed stone are mixed in advance and a small amount of kneading water is added to obtain a product, the development of strength is slow and the strength of the product varies widely, but this can be greatly improved.
概略の数値を用いて具体的に説明すると、セメントの砕
石の重量比で1:3の混合比で、かつ混水量はセメント
100部に対して水35部を用いた場合、従来の混練法
では、自然養生1週間で、曲げ強度68ky/crd、
3週間で79kg/cra、4週間で85kf/era
という強度発現の仕方であったが、同一の配合で、本発
明の方法を適用した場合は、1週間後で85に9/cr
?1.3週間後で94kg/crA、4週間後で98k
g/cr?1の強度発現が認められる。To give a concrete explanation using rough numerical values, if the mixing ratio of crushed stone to cement is 1:3 by weight, and the amount of mixed water is 35 parts of water to 100 parts of cement, the conventional kneading method , after one week of natural curing, bending strength 68ky/crd,
79kg/cra in 3 weeks, 85kf/era in 4 weeks
However, when the method of the present invention was applied to the same formulation, the strength increased from 85 to 9/cr after one week.
? 1. 94kg/crA after 3 weeks, 98k after 4 weeks
g/cr? 1 intensity development is observed.
なお、本発明の場合、混水量が少ないため、賦形の際の
廃水が出ないため、廃水処理に費用を要しないという副
次的効果もある。In addition, in the case of the present invention, since the amount of mixed water is small, no wastewater is generated during shaping, so there is also the secondary effect that no expense is required for wastewater treatment.
実施例 1
2.5關メツシユを通過する砕石30kgをミキサーに
入れ、これに水3.5kgを加え、攪拌しながら、砕石
表面がよく濡れたころにポルトランドセメント10kg
を添加し、3分間混練し、板厚15mmの平板を5kg
/cr?1の圧力をかけて製造した。Example 1 Put 30kg of crushed stone that has passed through a 2.5-meter mesh into a mixer, add 3.5kg of water to it, and add 10kg of Portland cement while stirring until the surface of the crushed stone is well wet.
was added and kneaded for 3 minutes, and 5 kg of flat plates with a thickness of 15 mm were prepared.
/cr? Manufactured under a pressure of 1.
このもの\曲げ強度は自然養生1週間目で85kg/c
yrfl、3週間目で94 kg/cra−、4週間目
で98ky/−であった。This thing has a bending strength of 85 kg/c after the first week of natural curing.
yrfl was 94 kg/cra- at the 3rd week and 98 ky/- at the 4th week.
実施例 2
2.5間メツシュ通過の砕石40kgをミキサーに入れ
、水9kgを加えて、攪拌しながら砕石表面がよく濡れ
たころにポルトランドセメントを20kg添加し、3分
間攪拌混練し、板厚15mmの平板を、5kg/−の圧
力をかけて造った。Example 2 40kg of crushed stone that had passed through the mesh for 2.5 minutes was placed in a mixer, 9kg of water was added, and while stirring, when the surface of the crushed stone was well wet, 20kg of Portland cement was added, and the mixture was stirred and kneaded for 3 minutes to form a plate with a thickness of 15mm. A flat plate was made by applying a pressure of 5 kg/-.
このものS曲げ強度は自然養生1週間目で118に9/
cra、3週間目で128kg/crd、4週間目で1
36 kg/cn¥であった。The S bending strength of this item increased to 118 after the first week of natural curing.9/
cra, 128kg/crd in 3rd week, 1 in 4th week
It was 36 kg/cn yen.
比較例 1
2.5間メツシュ通過の川砂30kgと、ポルトランド
セメントlokgを予め混合しておき、ミキサーに入れ
、水を3.5 kg加え、10分間混練し、板厚15關
の平板を5 kg/ciiの圧力をかけて造った。Comparative Example 1 30 kg of river sand passed through mesh for 2.5 minutes and 1 kg of Portland cement were mixed in advance, put into a mixer, added 3.5 kg of water, kneaded for 10 minutes, and made 5 kg of flat plates with a thickness of 15 mm. /cii pressure was applied.
このもの\曲げ強度は自然養生1週間目で60kg/c
J、 3週間目で65kg/era、 4週間目で70
kg/−であった。This thing has a bending strength of 60 kg/c after the first week of natural curing.
J, 65 kg/era in 3rd week, 70 in 4th week
kg/-.
比較例 2
2.5間メツシュ通過の砕石40kgとポルトランドセ
メント20kgを予め混合しておき、これをミキサーに
入れ、水9kgを加えて3分間混練した。Comparative Example 2 40 kg of crushed stone passed through a mesh for 2.5 hours and 20 kg of Portland cement were mixed in advance, and this was placed in a mixer, and 9 kg of water was added and kneaded for 3 minutes.
つぎに板厚151mの平板を5kg/−の圧力をかけて
造った。Next, a flat plate with a thickness of 151 m was made by applying a pressure of 5 kg/-.
このもの\曲げ強度は自然養生1週間目で68kg/瞥
、”3週間目で79kg/crfl、4週間目で85k
g/−であった。This item's bending strength is 68kg/crfl in the first week of natural curing, 79kg/crfl in the third week, and 85k in the fourth week.
g/-.
Claims (1)
添加剤を混練し、賦形し、養生してセメント製品を製造
する場合において、骨材として砕石を用い、かつ予め砕
石に水を混合した後セメントおよびその他の添加剤を加
えて混練することを特徴とするセメント製品の製法。 2、特許請求の範囲第1項記載の発明において、セメン
トと骨材と水の使用比率が、セメント100重量部に対
して、骨材100〜350重量部、水35〜45重量部
であることを特徴とするセメント製品の製法。[Claims] 1. In the case of manufacturing a cement product by kneading, shaping, and curing cement, aggregate, water, and other additives added as necessary, crushed stone is used as the aggregate, and A method for producing a cement product, which is characterized in that crushed stone is mixed with water in advance, and then cement and other additives are added and kneaded. 2. In the invention described in claim 1, the ratio of use of cement, aggregate and water is 100 to 350 parts by weight of aggregate and 35 to 45 parts by weight of water to 100 parts by weight of cement. A manufacturing method for cement products characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP398078A JPS5840484B2 (en) | 1978-01-17 | 1978-01-17 | Manufacturing method of cement products |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP398078A JPS5840484B2 (en) | 1978-01-17 | 1978-01-17 | Manufacturing method of cement products |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5496517A JPS5496517A (en) | 1979-07-31 |
JPS5840484B2 true JPS5840484B2 (en) | 1983-09-06 |
Family
ID=11572181
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP398078A Expired JPS5840484B2 (en) | 1978-01-17 | 1978-01-17 | Manufacturing method of cement products |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5840484B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6339304A (en) * | 1986-08-05 | 1988-02-19 | ニチエ−吉田株式会社 | Manufacture of mortar into which water is not mixed at working site |
JP4796225B2 (en) * | 1999-11-12 | 2011-10-19 | 太平洋マテリアル株式会社 | Mortar composition |
-
1978
- 1978-01-17 JP JP398078A patent/JPS5840484B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5496517A (en) | 1979-07-31 |
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