JPS62202170A - Production of concrete/mortar - Google Patents

Production of concrete/mortar

Info

Publication number
JPS62202170A
JPS62202170A JP4319786A JP4319786A JPS62202170A JP S62202170 A JPS62202170 A JP S62202170A JP 4319786 A JP4319786 A JP 4319786A JP 4319786 A JP4319786 A JP 4319786A JP S62202170 A JPS62202170 A JP S62202170A
Authority
JP
Japan
Prior art keywords
cement
water
solid particle
concrete
mortar
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.)
Granted
Application number
JP4319786A
Other languages
Japanese (ja)
Other versions
JPH0414231B2 (en
Inventor
宇都宮 透
富雄 田村
直 岡本
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP4319786A priority Critical patent/JPS62202170A/en
Publication of JPS62202170A publication Critical patent/JPS62202170A/en
Publication of JPH0414231B2 publication Critical patent/JPH0414231B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

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) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (a)、産業上の利用分野 本発明は、セメントと固体粒子状態の水(以下、固体粒
子状態の水のことを「固体粒子水」と称する)との混合
物を輸送、打設する際に適用するに好適な、コンクリー
ト・モルタルの製造方法に関する。
Detailed Description of the Invention (a) Industrial Application Field The present invention is directed to a mixture of cement and water in a solid particle state (hereinafter, water in a solid particle state is referred to as "solid particle water"). The present invention relates to a method for producing concrete and mortar suitable for transportation and pouring.

(b)、従来の技術 出願人は特開昭60−218100において、セメント
と微粒子化させた氷との空練りを氷点下の雰囲気中で行
い、当該空線りの完了したセメントを同様に氷点下の雰
囲気で型枠中に投入して圧縮形成し、その後加熱してセ
メント中に混入された氷を溶解させることにより、当該
溶解した氷と周囲のセメントを反応させてセメントを固
化させる方法を提案している。
(b) In Japanese Patent Application Laid-Open No. 60-218100, the applicant of the prior art conducted dry kneading of cement and micronized ice in a sub-zero atmosphere, and the dry-mixed cement was similarly kneaded in a sub-zero temperature atmosphere. We proposed a method in which the cement is compressed by being placed in a formwork in an atmosphere, and then heated to melt the ice mixed in the cement, causing the melted ice to react with the surrounding cement and solidifying the cement. ing.

(C)0発明が解決しようとする問題点この方法では、
セメントをその理論水和量程度の水で凝固させることが
可能となり、高強度、高耐久性のコンクリート・モルタ
ル部材の製造が可能となる反面、コンクリート・モルタ
ルをどのような手段で打設現場まで輸送し、打設するか
が問題となる。
(C)0 Problems that the invention attempts to solve In this method,
It is now possible to solidify cement with water at a level equivalent to its theoretical hydration amount, making it possible to manufacture concrete and mortar components with high strength and durability. The problem is how to transport and place it.

本発明は上記した事情に鑑み、固体粒子状態のコンクリ
ート・モルタルを効率よく運搬し打設することの出来ろ
コンクリート・モルタルの製造方法を提供することを目
的とするものである。
In view of the above-mentioned circumstances, it is an object of the present invention to provide a method for producing concrete and mortar that can efficiently transport and place concrete and mortar in the form of solid particles.

(d)0問題点を解決するための手段 即ち、本発明は、セメントと水を、水の固体粒子状態で
混練りしてセメント固体粒子水混合物を製造し、該固体
粒子状態のセメント固体粒子水混合物を、輸送パイプを
介して搬送気体と共に所定の打設場所まで搬送し、該打
設場所で輸送パイプから輸送されてきたセメント固体粒
子水混合物に骨材を投入混合してコンクリート・モルタ
ルを製造するようにして構成される。
(d) Means for Solving Zero Problems That is, the present invention involves kneading cement and water in the state of solid particles of water to produce a cement solid particle water mixture; The water mixture is conveyed together with a carrier gas through a transport pipe to a predetermined casting location, and at the casting location, aggregate is added to the cement solid particle water mixture transported from the transport pipe and mixed to form concrete and mortar. Configured to manufacture.

(e)0作用 上記した構成により、本発明は、セメント固体粒子水混
合物は輸送パイプ中を搬送気体により所定の打設場所ま
で搬送され、該打設場所でセメント固体粒子水混合物に
対して骨材が投入混合されてコンクリート・モルタルが
製造されるように作用する。
(e) 0 effect With the above-described configuration, the present invention provides that the cement solid particle water mixture is transported in the transport pipe by the carrier gas to a predetermined casting site, and that the cement solid particle water mixture is Materials are added and mixed to produce concrete and mortar.

(f)、実施例 以下、本発明の実施例を具体的に説明する。(f), Example Examples of the present invention will be specifically described below.

コンクリート・モルタルを製造するには、まず乾燥状態
でセメントと固体微粒子状態の氷を均一な状態に混合し
、セメント固体粒子水混合物を得る。この作業は、氷点
下の状態で行われ、従って、セメントと混合される氷は
固体として混合される。氷の粒度は、セメントとほぼ同
様のものが望ましく、こうした粒度の氷の製造は、超音
波振動を液体状態の水に与えて霧化させ、当該霧化した
水を瞬間的に冷却して製造する。また、氷として混入さ
れる水の量はセメントが水和する、理論水和量程度の量
とする。
To manufacture concrete mortar, first, dry cement and ice in the form of solid fine particles are mixed to a uniform state to obtain a cement solid particle water mixture. This operation is carried out in sub-zero conditions and therefore the ice that is mixed with the cement is mixed as a solid. The particle size of ice is preferably similar to that of cement, and ice with this particle size is produced by applying ultrasonic vibrations to liquid water to atomize it, and then instantaneously cooling the atomized water. do. Further, the amount of water mixed in as ice is set to about the theoretical hydration amount that hydrates the cement.

このように、微粒子状の氷とセメントとの氷点下におけ
る空線りが完了すると、該空線りされたセメント固体粒
子水混合物を、空線り現場とコンクリート・モルタルの
打設現場を結ぶ形で敷設された輸送パイプにより、打設
現場まで、圧縮空気等の搬送気体を用いて粉体輸送の形
で圧送する。
In this way, once the drying of fine particle ice and cement at sub-zero temperatures is completed, the dry cement solid particle water mixture is used to connect the drying site and the concrete/mortar placement site. Using a conveying gas such as compressed air, the powder is transported under pressure to the pouring site through the installed transport pipe.

この時点のコンクリート・モルタルは、固体粒子状態を
維持しているので、輸送パイプによる輸送は円滑に行う
ことが出来る。また、輸送されるセメント固体粒子水混
合物中にZよ砂利等の骨材が含まれておらず、従ってセ
メント固体粒子水混合物を構成する氷とセメントは両者
間に極端な重量差が無いので、パイプ輸送中に氷とセメ
ントが分離してしまうようなことは無い。なお、粒度の
細かい砂等の細骨材については、輸送中における分離の
危険性が少ないので、氷との混練り時に同時投入して、
輸送してもよい。
Since the concrete mortar at this point remains in a solid particle state, it can be transported smoothly through the transport pipe. In addition, the transported cement solid particle water mixture does not contain aggregates such as gravel, and therefore there is no extreme difference in weight between the ice and cement that make up the cement solid particle water mixture. There is no possibility that ice and cement will separate during pipe transportation. As for fine aggregate such as sand, there is little risk of it separating during transportation, so it should be added at the same time as mixing with ice.
May be transported.

この輸送は、氷点下の雰囲気で行っても、打設現場が近
ければ、即ち輸送距離が短かければ、大気温度(0°C
以上)中で行ってもよい。大気温度で行った場合には、
途中でセメント固体粒子水混合物中の氷の一部が解けだ
してセメントと水和反応を開始する可能性が有るが、そ
の場合でも、反応途中で打設現場に到着するようにする
とよい。
Even if this transportation is carried out in an atmosphere below freezing, if the pouring site is close, that is, if the transportation distance is short, the atmospheric temperature (0°C
(above)) You can also do it inside. When carried out at atmospheric temperature,
There is a possibility that some of the ice in the cement solid particle water mixture will melt during the process and start a hydration reaction with the cement, but even in that case, it is best to arrive at the casting site during the reaction.

一方、氷点下の雰囲気で、輸送パイプにより搬送気体と
共に圧送されて来たセメント固体粒子水混合物は、打設
場所で砂利等の粗骨材及び砂等の細骨材が投入され、混
練りされろ。こうして、骨材が打設現場で混入されろこ
とにより、骨材、セメント、粒子状態の水は均一な状態
に混合され、打設に適当なコンクリート・モルタルとな
る。この状態で、該コンクリート・モルタルを型枠中に
注入打設する、コンクリート・モルタルは、いまだに乾
燥した粒子状態なので、型枠への打設は円滑に行われる
。こうして型枠への打設が完了したコンクリート・モル
タルを、自然または強制的に加熱するとコンクリ−)・
・モルタル中の氷が解けて水になり周囲のセメントと水
和反応を起こし、凝固硬化する。コンクリート・モルタ
ル中の氷は空線りによってセメントに対して十分に均一
に混ぜ合わされているので、理論水和i程度の水でセメ
ントは十分に水和反応を引き起こし、固化する。
On the other hand, in a sub-zero atmosphere, the cement solid particle water mixture that has been pumped together with the carrier gas through a transport pipe is mixed with coarse aggregate such as gravel and fine aggregate such as sand at the casting site. . In this way, by mixing the aggregate at the pouring site, the aggregate, cement, and granular water are mixed in a homogeneous state to form a concrete mortar suitable for pouring. In this state, the concrete mortar is injected into the formwork. Since the concrete mortar is still in a dry particle state, it can be poured into the formwork smoothly. When the concrete/mortar that has been poured into the formwork is heated naturally or forcibly, it becomes concrete (concrete).
- The ice in the mortar melts and turns into water, causing a hydration reaction with the surrounding cement and solidifying and hardening. Since the ice in the concrete mortar is sufficiently and uniformly mixed with the cement by drying, the cement will undergo a sufficient hydration reaction and solidify with water at a theoretical hydration level i.

なお、上記した加熱動作は、現場の状況に応じて輸送パ
イプの途中、または輸送パイプ吐出側、更には骨材との
混練り時等に行うことも可能である。
The heating operation described above can also be performed in the middle of the transport pipe, on the discharge side of the transport pipe, or even during kneading with the aggregate, depending on the site situation.

また、上述の実施例は、水を氷の微粒子の状態でセメン
トに対して混合する場合について述べたが、水とセメン
トが固体粒子状態で混合している限り、どのような態様
であっても輸送パイプによる輸送は可能である。
Furthermore, in the above embodiment, water is mixed with cement in the form of fine ice particles, but water and cement may be mixed in any form as long as they are mixed in the form of solid particles. Transport via transport pipes is possible.

例えば、水をマイクロカプセル中に封入した形でセメン
ト中に投入し、マイクロカプセル状態の水とセメントを
固体粒子状態で混練りして、セメント固体粒子水混合物
を得、該混合物を輸送パイプにより搬送気体と共に打設
現場まで輸送して骨材を加えて混練りし、打設し、その
後、打設されたコンクリート・モルタル中のマイクロカ
プセルを電磁波等を用いて加熱又は加振して破壊し、該
マイクロカプセル中の水とセメントを水和させるように
することも可能である。
For example, water encapsulated in microcapsules is poured into cement, and the water in the microcapsule state and cement are kneaded in the state of solid particles to obtain a cement solid particle water mixture, and the mixture is transported through a transport pipe. Transported with gas to the casting site, aggregate is added and kneaded, and poured, and then the microcapsules in the poured concrete/mortar are destroyed by heating or shaking using electromagnetic waves, etc. It is also possible to hydrate the water and cement in the microcapsules.

更に、水を微粒子状態の吸水ポリマに含浸させ、その状
態でセメントと混練りして固体粒子状態のセメント固体
粒子水混合物を得(ポリマ中の水は、急激には外部にそ
の水を排出しないので、混練り後、しばらくの間(よ、
セメント固体粒子水混合物は粒子状態を維持することが
出来る)、該粒子状態のセメント固体粒子水混合物を輸
送パイプによりm送気体と共に打設現場まで輸送して骨
材を加えて混練りし、打設し、その後、加圧または加振
して該ポリマに含まれた水を排出させ、該水により水和
反応を生じさせるように構成する方法も可能である。
Furthermore, water is impregnated into a water-absorbing polymer in the form of fine particles, and the water is kneaded with cement in that state to obtain a mixture of cement and solid particles in the form of solid particles (the water in the polymer is not rapidly discharged to the outside). So, after kneading, for a while (yo,
(the cement solid particle water mixture can maintain a particle state), the cement solid particle water mixture in the particle state is transported to the casting site together with a gas supply through a transport pipe, and aggregate is added and kneaded. It is also possible to use a method in which the water contained in the polymer is discharged by applying pressure or vibration, and the water causes a hydration reaction.

(g)0発明の効果 以上、説明したように、本発明によれば、セメントと水
を、水の固体粒子状態で混練りしてセメント固体粒子水
混合物を製造し、該固体粒子状態のセメント固体粒子水
混合物を、輸送パイプを介して搬送気体と共に所定の打
設場所まで搬送し、該打設場所で輸送パイプから輸送さ
れてきたセメント固体粒子水混合物に骨材を投入混合し
てコンクリート・モルタルを製造するようにして構成し
たので、固体粒子状態のセメント固体粒子水混合物を連
続的に効率よく輸送することが出来る。また、打設現場
で、骨材をセメント固体粒子水混合物に混合することか
ら、輸送途中で比較的重量の重い骨材が他のセメントや
粒子状の水と分離してしまう事態を回避することが出来
、均一で高品質のコンクリート・モルタルの製造が可能
となる。
(g) 0 Effects of the Invention As explained above, according to the present invention, cement and water are kneaded in the state of water solid particles to produce a cement solid particle water mixture, and the cement and water in the state of solid particles are produced. The solid particle water mixture is transported together with a carrier gas through a transport pipe to a predetermined casting location, and at the casting location, aggregate is added to and mixed with the cement solid particle water mixture transported from the transport pipe to form concrete. Since it is configured to produce mortar, the cement solid particle water mixture in the solid particle state can be continuously and efficiently transported. In addition, since the aggregate is mixed with the cement solid particle water mixture at the casting site, it is possible to avoid the situation where the relatively heavy aggregate separates from other cement and granular water during transportation. This makes it possible to produce uniform, high-quality concrete and mortar.

出願人     三井建設株式会社 代理人   弁理士  相1)伸二 (ほか1名)Applicant: Mitsui Construction Co., Ltd. Agent Patent attorney Phase 1) Shinji (1 other person)

Claims (1)

【特許請求の範囲】 セメントと水を、水の固体粒子状態で混練 りしてセメント固体粒子水混合物を製造し、該固体粒子
状態のセメント固体粒子水混合 物を、輸送パイプを介して搬送気体と共に所定の打設場
所まで搬送し、 該打設場所で輸送パイプから輸送されてき たセメント固体粒子水混合物に骨材を投入混合してコン
クリート・モルタルを製造するようにして構成したコン
クリート・モルタルの製造方法。
[Claims] Cement and water are kneaded in the solid particle state of water to produce a cement solid particle water mixture, and the cement solid particle water mixture in the solid particle state is conveyed together with a carrier gas through a transport pipe. Manufacture of concrete/mortar configured by transporting the cement to a predetermined placement site, and at the placement site, adding and mixing aggregate to the cement solid particle water mixture transported from the transportation pipe to produce concrete/mortar. Method.
JP4319786A 1986-02-28 1986-02-28 Production of concrete/mortar Granted JPS62202170A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4319786A JPS62202170A (en) 1986-02-28 1986-02-28 Production of concrete/mortar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4319786A JPS62202170A (en) 1986-02-28 1986-02-28 Production of concrete/mortar

Publications (2)

Publication Number Publication Date
JPS62202170A true JPS62202170A (en) 1987-09-05
JPH0414231B2 JPH0414231B2 (en) 1992-03-12

Family

ID=12657200

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4319786A Granted JPS62202170A (en) 1986-02-28 1986-02-28 Production of concrete/mortar

Country Status (1)

Country Link
JP (1) JPS62202170A (en)

Also Published As

Publication number Publication date
JPH0414231B2 (en) 1992-03-12

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