JPH06271348A - Cement concrete - Google Patents

Cement concrete

Info

Publication number
JPH06271348A
JPH06271348A JP6032693A JP6032693A JPH06271348A JP H06271348 A JPH06271348 A JP H06271348A JP 6032693 A JP6032693 A JP 6032693A JP 6032693 A JP6032693 A JP 6032693A JP H06271348 A JPH06271348 A JP H06271348A
Authority
JP
Japan
Prior art keywords
parts
weight
cement concrete
cement
slump
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.)
Withdrawn
Application number
JP6032693A
Other languages
Japanese (ja)
Inventor
Takeshi Fujimoto
毅 藤本
Kouichi Ogiwara
紘一 小城原
Michio Konno
迪夫 紺野
Fumiyoshi Tanimoto
文由 谷本
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.)
KOKAN KOGYO NAMAKON KK
MITSUI FUDOSAN KENSETSU
MITSUI FUDOUSAN KENSETSU KK
Original Assignee
KOKAN KOGYO NAMAKON KK
MITSUI FUDOSAN KENSETSU
MITSUI FUDOUSAN KENSETSU 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 KOKAN KOGYO NAMAKON KK, MITSUI FUDOSAN KENSETSU, MITSUI FUDOUSAN KENSETSU KK filed Critical KOKAN KOGYO NAMAKON KK
Priority to JP6032693A priority Critical patent/JPH06271348A/en
Publication of JPH06271348A publication Critical patent/JPH06271348A/en
Withdrawn legal-status Critical Current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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/26Carbonates
    • C04B14/28Carbonates of calcium

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To provide cement concrete using easily available aggregate without requiring a large crusher. CONSTITUTION:This cement concrete is made of a mixture of 200-700 pts.wt. cement with 100-350 pts.wt. water, 500-610 pts.wt. fine aggregate and 900-1,000 pts.wt. shell chips.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は粗骨材として貝殻片を使
用したセンメントコンクリートに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement concrete using a piece of shell as a coarse aggregate.

【0002】[0002]

【従来の技術】通常、セメントコンクリートは粗骨材と
して砂利、即ち山砂利或は海砂利等を用いて製造されて
いる。この川砂利は浚渫船で河川の堤外地から採掘さ
れ、また海砂利は浚渫船に代わる掘削機により採取され
ている。しかし、このような川砂利や海砂利等の良質な
骨材は次第に少なくなり、入手が困難になっているのが
現状である。
2. Description of the Prior Art Cement concrete is usually manufactured by using gravel as coarse aggregate, that is, mountain gravel or sea gravel. The river gravel is excavated by the dredger from the offshore of the river, and the sea gravel is excavated by an excavator that replaces the dredger. However, the quality of aggregate such as river gravel and sea gravel is gradually decreasing, and it is currently difficult to obtain them.

【0003】そのため、これらの天然の骨材の代わりに
岩石を骨材の大きさに破砕した砕石が使用されるように
なっているが、これは岩石を粗骨材の大きさまでに破砕
するのに大きなクラッシャを必要とした。そこで、産業
廃棄物として捨てられていた養殖用の帆立貝等の貝殻を
粗骨材として使用することが考えられている。
Therefore, instead of these natural aggregates, crushed stones obtained by crushing rocks to the size of aggregates have been used, which crushes rocks to the size of coarse aggregates. Needed a big crusher. Therefore, it is considered to use a shell such as a scallop for aquaculture that has been discarded as industrial waste as coarse aggregate.

【0004】[0004]

【発明が解決しようとする課題】しかし上記のように貝
殻を粗骨材として用いた場合、セメント、水、細骨材の
配合量によりセメントコンクリートの強度及びスランプ
が大きく左右されるため、砕石等を粗骨材として用いた
セメントコンクリートと同程度の強度及びスランプを達
成するにはその配合量を特定することは極めて困難であ
った。そこで本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、大きなクラッシャを必要と
せずに入手し易い骨材により、砕石等を用いたセメント
コンクリートと同程度の強度及びスランプが達成できる
セメントコンクリートを提供することである。
However, when a shell is used as coarse aggregate as described above, the strength and slump of cement concrete are greatly influenced by the blending amounts of cement, water, and fine aggregate, so that crushed stone, etc. It was extremely difficult to specify the blending amount in order to achieve the same strength and slump as the cement concrete using as a coarse aggregate. Therefore, the present invention has been made in view of the above problems, and its purpose is to provide an aggregate that is easily available without requiring a large crusher, and has the same strength and slump as cement concrete using crushed stone or the like. Is to provide cement concrete that can be achieved.

【0005】[0005]

【課題を解決するための手段】以上の課題を達成するた
めの本発明のセンメントコンクリートは、セメント20
0〜700重量部、水100〜350重量部、細骨材5
00〜610重量部、貝殻片900〜1000重量部を
混合してなることに存する。
The cement concrete of the present invention for achieving the above-mentioned objects is cement 20.
0-700 parts by weight, water 100-350 parts by weight, fine aggregate 5
It consists in mixing 00-610 parts by weight and 900-1000 parts by weight of shell pieces.

【0006】[0006]

【作用】本発明において細骨材は砂を、また貝殻片は帆
立貝を通常のクラッシャで40mm〜5mm程度に破砕
したものを用いて上記の配合量で混合することにより、
通常の砕石を用いたセメントコンクリートとほぼ同程度
の強度及びスランプを達成することができる。また、セ
メントが200重量部未満となると5cmより大きなス
ランプを得ようとすると強度が200kg/cm2より
低くなり、700重量部を越えると350kg/cm2
の強度は達成するが不経済となる。また、水が100重
量部未満となるとスランプが5cmより小さくなり、3
50重量部を越えるとスランプは5cmより大きくなる
が同一強度を達成するにはセメント量が多くなって不経
済となる。また、細骨材が500重量部未満となるとス
ランプが5cmより小さくなり、610重量部を越える
とスランプは良いが、貝殻片の使用が低く不経済とな
る。さらに、貝殻片が900重量部未満となると粘性は
増すが不経済となり、1000重量部を越えると粘性が
低下し、作業性が低くなる。
In the present invention, the fine aggregate is sand, and the shell pieces are scallops crushed with an ordinary crusher to a size of 40 mm to 5 mm.
It is possible to achieve strength and slump that are almost the same as those of cement concrete using ordinary crushed stone. When the amount of cement is less than 200 parts by weight, the strength becomes lower than 200 kg / cm 2 when trying to obtain a slump larger than 5 cm, and when the amount of cement exceeds 700 parts by weight 350 kg / cm 2.
Achieve the strength of, but become uneconomical. If the amount of water is less than 100 parts by weight, the slump becomes smaller than 5 cm, and
If the amount exceeds 50 parts by weight, the slump becomes larger than 5 cm, but the amount of cement increases to achieve the same strength, which is uneconomical. Further, if the fine aggregate is less than 500 parts by weight, the slump becomes smaller than 5 cm, and if it exceeds 610 parts by weight, the slump is good, but the use of shell pieces is low and it is uneconomical. Further, when the shell shell content is less than 900 parts by weight, the viscosity increases but it is uneconomical, and when it exceeds 1000 parts by weight, the viscosity decreases and the workability becomes poor.

【0007】したがって、セメントが357重量部、水
が232重量部、細骨材が605重量部、貝殻片が99
3重量部のセメントコンクリートが砕石を用いたセメン
トコンクリートとほぼ同程度の圧縮強度および経済性を
達成することができる。即ち、セメントコンクリートの
粗骨材として貝殻片を用いるとスランプが6.5〜9c
mとなって標準スランプ数値(5〜12cm:コンクリ
ート示方書)内であり、かつ強度が200kg/cm2
〜350kg/cm2のセメントコンクリートを得るこ
とができる。
Therefore, 357 parts by weight of cement, 232 parts by weight of water, 605 parts by weight of fine aggregate and 99 parts of shell fragments.
3 parts by weight of cement concrete can achieve almost the same compressive strength and economy as the cement concrete using crushed stone. That is, when a shell piece is used as the coarse aggregate of cement concrete, the slump is 6.5 to 9c.
m is within the standard slump value (5 to 12 cm: concrete specification) and the strength is 200 kg / cm 2.
It is possible to obtain cement concrete of up to 350 kg / cm 2 .

【0008】[0008]

【実施例】以下に、本発明の実施例及び比較例について
説明する。 実施例1〜4及び比較例1〜4 本発明における実施例1〜4におけるセメントとしては
普通ポルトランドセメントを、細骨材としては登別産の
砂を、粗骨材としての貝殻片は20mm〜40mmの大
きさに破砕した帆立貝を使用した。また、混和剤として
は藤沢薬品工業のパリックS(商標)を使用した。
EXAMPLES Examples and comparative examples of the present invention will be described below. Examples 1 to 4 and Comparative Examples 1 to 4 Ordinary Portland cement is used as the cement in Examples 1 to 4 of the present invention, sand from Noboribetsu is used as the fine aggregate, and shell pieces of 20 mm to 40 mm are used as the coarse aggregate. Scallops crushed to the size of were used. As the admixture, Paslic S (trademark) of Fujisawa Pharmaceutical Co., Ltd. was used.

【0009】したがって、後記表1に示される諸成分を
配合した生コンクリートのスランプ測定の結果は後記表
1に示される通りであった。また、後記表2に示される
諸成分を配合したコンクリートを養生(材令7日及び2
8日)して得た硬化コンクリートについて圧縮強度試験
を行った結果は後記表2に示される通りであった。
Therefore, the results of slump measurement of green concrete containing the components shown in Table 1 below were as shown in Table 1 below. In addition, the concrete mixed with the components shown in Table 2 below is cured (age 7 days and 2
The results of a compressive strength test conducted on the hardened concrete obtained after 8 days) are as shown in Table 2 below.

【0010】[0010]

【表1】 [Table 1]

【0011】[0011]

【表2】 [Table 2]

【0012】本発明は、以上のような測定結果から以下
のような効果を確認することができた。
According to the present invention, the following effects could be confirmed from the above measurement results.

【0013】[0013]

【発明の効果】粗骨材として貝殻片を使用した場合、強
度が200〜350kg/cm2程度のセメントコンク
リートを得ることができる。
When shell pieces are used as the coarse aggregate, cement concrete having a strength of about 200 to 350 kg / cm 2 can be obtained.

【0014】砕石のような大きなクラッシャを使用する
ことなく、容易に粗骨材として必要な大きさを得ること
ができる。
The size required as coarse aggregate can be easily obtained without using a large crusher such as crushed stone.

【0015】練り混ぜ時の分離、打ち込み時や養生は普
通のコンクリートと何ら変わらぬ使用ができる。
Separation at the time of kneading, driving at the time of curing and curing can be used in the same manner as ordinary concrete.

【0016】従来、産業廃棄物として捨てられていた帆
立貝等の貝殻の有効利用を図ることができる。
It is possible to effectively utilize shells such as scallops which have been conventionally discarded as industrial waste.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 谷本 文由 北海道登別市若草町4丁目26番2号 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Fumiyoshi Tanimoto 4-26-2 Wakakusa-cho, Noboribetsu-shi, Hokkaido

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 セメント200〜700重量部、水10
0〜350重量部、細骨材500〜610重量部、貝殻
片900〜1000重量部を混合してなることを特徴と
するセメントコンクリート。
1. 200 to 700 parts by weight of cement and 10 parts of water
Cement concrete characterized by mixing 0 to 350 parts by weight, 500 to 610 parts by weight of fine aggregate, and 900 to 1000 parts by weight of shell pieces.
JP6032693A 1993-03-19 1993-03-19 Cement concrete Withdrawn JPH06271348A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6032693A JPH06271348A (en) 1993-03-19 1993-03-19 Cement concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6032693A JPH06271348A (en) 1993-03-19 1993-03-19 Cement concrete

Publications (1)

Publication Number Publication Date
JPH06271348A true JPH06271348A (en) 1994-09-27

Family

ID=13138941

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6032693A Withdrawn JPH06271348A (en) 1993-03-19 1993-03-19 Cement concrete

Country Status (1)

Country Link
JP (1) JPH06271348A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0920543A (en) * 1995-07-03 1997-01-21 Tokyo Denki Komusho:Kk Molding using shell of saxidomus purpuratus
KR100806396B1 (en) * 2007-09-18 2008-02-27 김덕성 The construction material and the method which using a shell
JP2008184347A (en) * 2007-01-29 2008-08-14 Penta Ocean Construction Co Ltd Shell-containing concrete and its production method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0920543A (en) * 1995-07-03 1997-01-21 Tokyo Denki Komusho:Kk Molding using shell of saxidomus purpuratus
JP2008184347A (en) * 2007-01-29 2008-08-14 Penta Ocean Construction Co Ltd Shell-containing concrete and its production method
KR100806396B1 (en) * 2007-09-18 2008-02-27 김덕성 The construction material and the method which using a shell

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Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20000530