JPS62248607A - Manufacture of ready-mixed concrete - Google Patents

Manufacture of ready-mixed concrete

Info

Publication number
JPS62248607A
JPS62248607A JP9425286A JP9425286A JPS62248607A JP S62248607 A JPS62248607 A JP S62248607A JP 9425286 A JP9425286 A JP 9425286A JP 9425286 A JP9425286 A JP 9425286A JP S62248607 A JPS62248607 A JP S62248607A
Authority
JP
Japan
Prior art keywords
gravel
mixer
ready
kneading
mixed 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.)
Pending
Application number
JP9425286A
Other languages
Japanese (ja)
Inventor
修 田島
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.)
Nikko KK
Original Assignee
Nikko 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 Nikko KK filed Critical Nikko KK
Priority to JP9425286A priority Critical patent/JPS62248607A/en
Publication of JPS62248607A publication Critical patent/JPS62248607A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (イ)産業上の利用分野 本発明は、生コンクリートを製造する方法に関し、特に
最大骨材寸法80 m / m、或いは150m / 
mとかの大きな骨材径の砂利を使用したダムコンクリー
トを製造する方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (A) Field of Industrial Application The present invention relates to a method for producing ready-mixed concrete, particularly when the maximum aggregate size is 80 m/m or 150 m/m.
The present invention relates to a method for manufacturing dam concrete using gravel with a large aggregate diameter of 1.2 m.

(ロ)従来技術 ダムコンクリートは、最大骨材寸法80 m / m、
或いは150m/mという骨材径の大きな砂利を使用す
るため、従来混練機としては主として重力式ミキサーが
採用されている。最近になって、材料を短時間に、かつ
均一に練り混ぜて高品質のコンクリートを製造する二軸
強制式ミキサーが徐々に採用されつつある。
(b) Conventional technology dam concrete has a maximum aggregate size of 80 m/m,
Alternatively, since gravel with a large aggregate diameter of 150 m/m is used, a gravity mixer has been mainly used as a conventional kneading machine. Recently, twin-screw forced mixers, which mix materials uniformly in a short period of time to produce high-quality concrete, have been gradually adopted.

(ハ)発明が解消しようとする問題点 強制式ミキサーは回転する混練羽根によって強制的に材
料を練り混ぜるので混練効率は良いが、硬練りで骨材径
の大きい砂利を使用するダムコンクリートを練り混ぜる
場合にはミキサー各部の機縁損傷も激しく、また所要動
力も大きくなる欠点を有する。
(c) Problems that the invention seeks to solve Forced mixers have good mixing efficiency because they forcefully mix the materials with rotating mixing blades, but they are difficult to mix with dam concrete that uses hard mixing and gravel with a large aggregate diameter. When mixing, there is a drawback that the parts of the mixer are seriously damaged and the power required is large.

また、重力式ミキサーはドラムを回転させて材料の自重
により練り混ぜるものであるので強制式ミキサーと比較
すると機械損傷は少ないが、均一に練り混ぜるのに2〜
3分の混練時間を要し、混練効率が悪い欠点を有する。
In addition, gravity mixers rotate the drum and mix the ingredients using their own weight, so there is less mechanical damage compared to forced mixers, but it takes 2 to 30 minutes to mix evenly.
It requires 3 minutes of kneading time and has the disadvantage of poor kneading efficiency.

本発明は上記の点に鑑み、強制式ミキサーと重力式ミキ
サーの夫々の特徴を活かし、機械的損傷も少なく、短時
間に高品質のダムコンクリートを製造する方法を提案す
るものである。
In view of the above points, the present invention proposes a method for producing high-quality dam concrete in a short time with little mechanical damage by taking advantage of the respective characteristics of forced mixers and gravity mixers.

(ニ)問題点を解決するための手段 本発明は、第1の混練機構として強制式ミキサー1を、
第2の混練機構として重力式ミキサー2を使用し、第1
の混練機構に砂、セメント、水及び骨材径の小さい砂利
を投入して所定時間混練し、ベースとなる生コンクリー
トを作り、該混練物を第2の混練機構に投入すると同時
に骨材径の大きい砂利を投入して混練するものである。
(d) Means for solving the problems The present invention uses a forced mixer 1 as a first kneading mechanism,
A gravity mixer 2 is used as the second kneading mechanism, and the first
Sand, cement, water, and gravel with a small aggregate diameter are put into the second kneading mechanism and mixed for a predetermined period of time to create ready-mixed concrete that will become the base. Large gravel is added and mixed.

(ホ)作用 本発明においてダムコンフートを製造する場合には、先
づ第1の混練機構である強制式ミキサー1に砂、セメン
ト、水及び骨材径の小さい砂利を順次投入し、短時間で
効率良く混練してベースとなる生コンクリートを作る0
次に、練り混ぜた生コンリートを第2の混練機構の重力
式ミキサー2に投入すると同時に骨材径の大きい砂利を
投入して混練することによって所望の配合の生コンクリ
ートを得るものである。
(E) Function When producing dam confut according to the present invention, sand, cement, water, and gravel with a small aggregate diameter are sequentially charged into the forced mixer 1, which is the first kneading mechanism, to achieve efficient production in a short time. Mix well to make ready-mixed concrete as a base0
Next, the mixed ready-mixed concrete is put into the gravity mixer 2 of the second mixing mechanism, and at the same time gravel with a large aggregate diameter is put in and kneaded to obtain ready-mixed concrete of a desired mix.

(へ)実施例 本発明においては、複数の混練機構を使用する。(f) Example In the present invention, multiple kneading mechanisms are used.

lは第1の混練機構である二輛強制式ミキサーであって
、混練槽に一対の混練軸が相反方向に回転自在に枢支さ
れ、該混練軸に放射状に適宜数のアームが配設され、ア
ームの先端部には適宜の角度を有した混練羽根が取り付
けられているものである。
1 is a two-car forced mixer which is a first kneading mechanism, in which a pair of kneading shafts are rotatably supported in opposite directions in a kneading tank, and an appropriate number of arms are arranged radially around the kneading shaft. A kneading blade having an appropriate angle is attached to the tip of the arm.

2は第2の混練機構の重力式ミキサーであって、駆動モ
ーター3でドラム4を回転させながら材料の自重によっ
て練り混ぜ、シリンダー5の伸長によってドラム4を傾
胴させて排出するものである。
Reference numeral 2 denotes a gravity mixer as a second kneading mechanism, which mixes the materials by their own weight while rotating the drum 4 with a drive motor 3, and tilts the drum 4 by extending the cylinder 5 to discharge the materials.

第1図には生コンクリートの生産力を高めるため二基の
重力式ミキサーを配置したものを記載している。
Figure 1 shows a system in which two gravity mixers are installed to increase the productivity of ready-mixed concrete.

第2図は混練のサイクルタイムの図表(重力式ミキサー
1基の場合)であって、この図表を参考にしながらダム
コンクリートの製造方法を説明すると、先づ、所望の配
合に基づいて各材料を計量する。水を水計量槽6で、セ
メントをセメント計量槽7で、砂を砂計量槽8で、砂利
20 m / m以下を砂利計量槽9で、砂利20m/
mから40m/m以下を砂利計量槽10で、砂利40 
m / mから80 m / m以下を砂利計量槽11
で、砂利80m/mから150m/m以下を砂利計量槽
12で計量する。計量した砂、水、セメント及び骨材径
の比較的小さい砂利、ここでは40m/m以下の砂利を
第1の混練機構である二軸強制式ミキサーlに順次投入
する。また骨材径の大きい砂利は一時貯留ホツバー13
に投入し、次回計量に備える。
Figure 2 is a diagram of the mixing cycle time (in the case of one gravity mixer), and to explain the manufacturing method of dam concrete with reference to this diagram, first, each material is mixed based on the desired mix. Weigh. Water in water measuring tank 6, cement in cement measuring tank 7, sand in sand measuring tank 8, gravel 20 m/m or less in gravel measuring tank 9, gravel 20 m/m
m to 40 m/m or less in gravel measuring tank 10, gravel 40 m/m
m / m to 80 m / m or less in gravel measuring tank 11
Then, the gravel from 80 m/m to 150 m/m or less is measured in the gravel measuring tank 12. Measured amounts of sand, water, cement, and gravel with a relatively small aggregate diameter, here 40 m/m or less, are sequentially charged into a two-shaft forced mixer l, which is a first kneading mechanism. In addition, gravel with a large aggregate diameter is temporarily stored in the hopper 13.
and prepare for the next weighing.

二輪強制式ミキサーlに投入された材料は所定時間混練
され、ベースとなる生コンクリートを作る。
The materials put into the two-wheel forced mixer 1 are kneaded for a predetermined period of time to create ready-mixed concrete that will serve as the base.

この二軸強制式ミキサー1内には骨材径の大きな砂利を
投入しないので強制式ミキサーのメリットが活かされ、
短時間に均一な生コンクリートができる0次に、二軸強
制式ミキサーlで混練した混練物をシュート14を介し
て重力式ミキサー2に投入すると同時に一時貯留ホツバ
ー13に貯溜した骨材径の大きい砂利を投入して所定時
間混練する。重力式ミキサー1における混練では、既に
二軸強制式ミキサーにおいて混練された生コンクリート
に骨材径の大きい砂利を混ぜ合わせるものであるから混
練時間は短くてすむ。
Because gravel with a large aggregate diameter is not put into this two-shaft forced mixer 1, the advantages of a forced mixer are utilized.
Uniform ready-mixed concrete can be produced in a short time Next, the mixed material mixed in the twin-screw forced mixer 1 is fed into the gravity mixer 2 through the chute 14, and at the same time, the large-diameter aggregates stored in the temporary storage hopper 13 are mixed. Add gravel and mix for a specified period of time. In the kneading in the gravity mixer 1, gravel with a large aggregate diameter is mixed with the ready-mixed concrete that has already been kneaded in the twin-screw forced mixer, so the kneading time is short.

以下、同じ動作を繰り返えすのであるが、タイムサイク
ルの図表のように強制式ミキサーと重力式ミキサーにお
いて同時に混練が行われることとなり、実質的には1サ
イクルが70秒程度となるのである。
Thereafter, the same operation is repeated, but as shown in the time cycle diagram, kneading is performed simultaneously in the forced mixer and the gravity mixer, and one cycle actually takes about 70 seconds.

(ト)効果 本発明は、セメント、砂、水、及び骨材径の小さい砂利
を第1の混練機構である強制式ミキサーlで混練してベ
ースとなる生コンクリートを練り上げ、この生コンクリ
ートを第2の混練機構である重力式ミキサー2に投入し
、骨材径の大きい砂利と練り混ぜるものであるので、夫
々のミキサーの特徴が活かされ、短詩に間効率良く均一
な生コンクリートを製造でき、またミキサーの機構損傷
も少ない実益を有するものである。
(G) Effect The present invention mixes cement, sand, water, and gravel with a small aggregate diameter in a forced mixer l, which is a first mixing mechanism, to knead ready-mixed concrete as a base, and mixes this ready-mixed concrete into a first mixer. Since it is put into the gravity mixer 2, which is the mixing mechanism of 2, and mixed with gravel with a large aggregate diameter, the characteristics of each mixer are utilized, and uniform ready-mixed concrete can be produced in a short and efficient manner. It also has the practical benefit of minimizing damage to the mixer mechanism.

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

第1図は本発明を実施するための装置の概略図、第2図
はサイクルタイムの図表である。
FIG. 1 is a schematic diagram of an apparatus for carrying out the invention, and FIG. 2 is a chart of cycle times.

Claims (1)

【特許請求の範囲】[Claims] 第1の混練機構として強制式ミキサーを、第2の混練機
構として重力式ミキサーを使用し、第1の混練機構に砂
、セメント、水及び骨材径の小さい砂利を投入し、所定
時間混練後、該混練物を第2の混練機構に投入すると同
時に骨材径の大きい砂利を投入して混練することを特徴
とする生コンクリートの製造方法。
A forced mixer is used as the first kneading mechanism, and a gravity mixer is used as the second kneading mechanism. Sand, cement, water, and gravel with a small aggregate diameter are charged into the first kneading mechanism, and after being kneaded for a predetermined time. . A method for producing ready-mixed concrete, characterized in that, at the same time as the kneaded material is introduced into a second mixing mechanism, gravel having a large aggregate diameter is introduced and kneaded.
JP9425286A 1986-04-22 1986-04-22 Manufacture of ready-mixed concrete Pending JPS62248607A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9425286A JPS62248607A (en) 1986-04-22 1986-04-22 Manufacture of ready-mixed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9425286A JPS62248607A (en) 1986-04-22 1986-04-22 Manufacture of ready-mixed concrete

Publications (1)

Publication Number Publication Date
JPS62248607A true JPS62248607A (en) 1987-10-29

Family

ID=14105105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9425286A Pending JPS62248607A (en) 1986-04-22 1986-04-22 Manufacture of ready-mixed concrete

Country Status (1)

Country Link
JP (1) JPS62248607A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01288406A (en) * 1988-05-17 1989-11-20 Nissei Plan:Kk Mixer apparatus for aerated concrete cement paste

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01288406A (en) * 1988-05-17 1989-11-20 Nissei Plan:Kk Mixer apparatus for aerated concrete cement paste

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