JPS62184808A - Manufacture of concrete-mortar - Google Patents

Manufacture of concrete-mortar

Info

Publication number
JPS62184808A
JPS62184808A JP61027484A JP2748486A JPS62184808A JP S62184808 A JPS62184808 A JP S62184808A JP 61027484 A JP61027484 A JP 61027484A JP 2748486 A JP2748486 A JP 2748486A JP S62184808 A JPS62184808 A JP S62184808A
Authority
JP
Japan
Prior art keywords
cement
quick
setting agent
dry
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.)
Granted
Application number
JP61027484A
Other languages
Japanese (ja)
Other versions
JPH0725088B2 (en
Inventor
宇都宮 透
森谷 俊夫
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 JP61027484A priority Critical patent/JPH0725088B2/en
Publication of JPS62184808A publication Critical patent/JPS62184808A/en
Publication of JPH0725088B2 publication Critical patent/JPH0725088B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (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、急結剤を添加して使用するコンクリート・モ
ルタルの製造方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (a) Field of Industrial Application The present invention relates to a method for producing concrete mortar using an added quick setting agent.

(b)、従来の技術 従来、コンクリート・モルタルに対して急結剤を添加し
て使用する場合、使用する直前に、現場でコンクリート
・モルタル中に急結剤を添加していた。
(b), Prior Art Conventionally, when adding an quick-setting agent to concrete or mortar, the quick-setting agent was added to the concrete or mortar at the site immediately before use.

(C)0発明が解決しようとする問題点しかし、こうし
た方法では、急結剤のコンクリート・モルタルへの混合
を均一に行わせることが困難であり、その結果、コンク
リート・モルタルの凝固速度にムラが出てしまう不都合
が生じる。
(C) 0 Problems to be Solved by the Invention However, with these methods, it is difficult to uniformly mix the quick-setting agent into the concrete/mortar, and as a result, the solidification rate of the concrete/mortar is uneven. This causes the inconvenience that .

また、生コン工場において、打設までの時間を考慮して
、急結剤を添加し、急結剤がコンクリートと均一に混じ
る合うようにする方法も有るが、その場合、途中の交通
事情により、現場到着時のコンクリートの凝固状態が左
右される欠点が有る。
Another method is to add a quick-setting agent at the ready-mixed concrete factory, taking into consideration the time required for pouring, so that the quick-setting agent mixes evenly with the concrete, but in that case, depending on the traffic conditions along the way, The disadvantage is that the solidification state of the concrete upon arrival at the site is affected.

本発明は、前述の欠点を解消すべく、急結剤を均一な状
態で添加することが出来るばかりか、コンクリート・モ
ルタルの凝固管理をも適正に行うことが出来るコンクリ
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 order to eliminate the above-mentioned drawbacks, the present invention provides a method for producing concrete and mortar, which not only allows the addition of an accelerating agent in a uniform state, but also allows appropriate solidification control of the concrete and mortar. The purpose is to

(d)0問題点を解決するための手段 即ち、本発明は、セメントと骨材との空練りを行う際に
、急結剤と水を固体微粒子化させた形で投入し、その後
、該空練りされたセメンI・を使用する際に、急結剤と
水の固体微粒子状態を解除し、セメントと前記固体微粒
子状態を解除された水及び急結剤を反応させてセメント
を固化させるようにして構成される。
(d) Means for solving the zero problem, that is, the present invention, when performing dry kneading of cement and aggregate, the quick-setting agent and water are added in the form of solid fine particles, and then the When dry-mixed cement I is used, the solid particulate state of the quick-setting agent and water is released, and the cement is made to react with the water and quick-setting agent, which have been released from the solid particulate state, to solidify the cement. It is composed of

(e)6作用 上記した構成により、本発明は、セメントの空練り時に
、固体微粒子化された急結剤と水がセメントと乾燥状態
で均一に混ぜ合わされ、該セメントの使用に際して初め
て、急結剤及び水とセメン)・どの反応が開始されるよ
うに作用する。
(e) 6 Effects With the above-described structure, the present invention allows the quick-setting agent that has been made into solid microparticles and water to be uniformly mixed with the cement in a dry state during dry kneading of cement, so that the quick-setting agent and water can be mixed uniformly with the cement in a dry state, and the quick-setting agent can be rapidly set for the first time when the cement is used. agent and water and cement) - act to initiate which reaction.

(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際には、まず乾燥状
態でセメントに砂等の骨材を投入して空練りを行う。こ
の空練りはセメントと骨材を均等に聾合することを目的
とするが、この空練りに際して、マイクロカプセルに封
入された急結剤の水溶液を同時にセメント中に投入して
混合する。
When producing concrete and mortar, first, aggregate such as sand is added to cement in a dry state, and then dry mixing is performed. The purpose of this dry mixing is to evenly combine cement and aggregate, and during this dry mixing, an aqueous solution of an accelerating agent encapsulated in microcapsules is simultaneously introduced into the cement and mixed.

マイクロカプセルに封入きれた急結剤は、通常の空練;
ン動作ではそのカプセルが破壊されることはないので、
空練りは乾燥状態で適正に行われる。
The quick-setting agent encapsulated in microcapsules can be prepared by ordinary dry kneading;
The capsule will not be destroyed by the operation, so
Dry kneading is properly performed in a dry state.

なお、マイクロカプセルの粒度は、セメントと同程度の
ものが、均一な状態の空練りセメントを得る上で望まし
い。
In addition, it is desirable that the particle size of the microcapsules is comparable to that of cement in order to obtain uniform air-mixed cement.

なお、マイクロカプセル中の急結剤の量は、製造するコ
ンクリート・モルタルの希望凝固速度に依存し、適宜な
濃度の急結剤が封入されたマイクロカプセルを用いるこ
とが出来る。また、マイクロカプセル中の水の量も、適
正な量の急結剤を含むマイクロカプセルをセメント中に
投入した時点で、コンクリートが凝固するに必要かつ十
分な量となるように予め調整しておく。
The amount of the quick-setting agent in the microcapsules depends on the desired solidification rate of the concrete/mortar to be manufactured, and microcapsules containing an appropriate concentration of the quick-setting agent can be used. In addition, the amount of water in the microcapsules should be adjusted in advance so that it is necessary and sufficient for concrete to solidify once the microcapsules containing an appropriate amount of quick-setting agent are added to the cement. .

こうして、セメント、骨材、マイクロカプセル状態の急
結剤の水溶液を空練りしたところで、該空練りされたセ
メントを打設現場まで、適宜な運搬手段を用いて運搬す
る。セメントの空練り現場とコンクリート・モルタルの
打設現場は、必ずしも近接している必要は無く、遠く離
れている場合には、ダンプカー等を用いて運搬する。空
練り状態のセメントは、既に述べたように、乾燥してい
るので、運搬に際しては、コンクリートミキサー車等の
特殊車両を用いなくとも、通常の運搬車両で十分である
After the aqueous solution of cement, aggregate, and quick-setting agent in microcapsule form has been dry-mixed in this manner, the dry-mixed cement is transported to the casting site using an appropriate transportation means. The cement dry mixing site and the concrete/mortar casting site do not necessarily have to be close to each other; if they are far apart, a dump truck or the like is used to transport them. As mentioned above, dry mixed cement is dry, so it is sufficient to transport it using a normal transport vehicle without using a special vehicle such as a concrete mixer truck.

こうして、該空練りされたセメントが打設現場にまで運
搬されると、該セメントを、打設すべき型枠中に投入す
る。次に、該型枠中に投入されたセメントに対して、電
磁波等を照射して、マイクロカプセルを加熱する。する
と、該加熱されたマイクロカプセルは破壊されて、中か
ら急結剤を含む水溶液が周囲に流出する。すると、周囲
のセメントと流出した水が水和反応を起こし、更に該水
に含まれた急結剤の作用により、所定の時間で急速に凝
固する。マイクロカプセルは、空練りにより、セメント
中に均一な状態で分布しているので、該マイクロカプセ
ルが破壊されることにより、セメントは全体的に均一な
状態で固まる。
When the dry mixed cement is transported to the pouring site, it is poured into the formwork to be poured. Next, the cement placed in the mold is irradiated with electromagnetic waves or the like to heat the microcapsules. Then, the heated microcapsules are destroyed, and an aqueous solution containing an accelerating agent flows out into the surroundings. Then, the surrounding cement and the outflowing water cause a hydration reaction, and further, due to the action of the quick-setting agent contained in the water, the cement rapidly solidifies in a predetermined period of time. Since the microcapsules are uniformly distributed in the cement by dry kneading, the destruction of the microcapsules causes the cement to harden in an overall uniform state.

なお、上述の実施例は、空練りされたセメントを型枠中
に打設使用した場合について述べたが、この空練りされ
たセメントは、型枠中への投入に限らず、トンネルの覆
工を構築する場合のように、ノズルから吹き付ける形で
の使用も当然可能である。この場合、ノズル先端に電磁
波発振手段等の加熱手段を設け、ノズルから吹き出され
てくる空練りされた乾燥状態のセメントを加熱し、マイ
クロカプセルを破壊して急結剤水溶液とセメントとの水
和反応を、ノズルの先端からコンクリートが吹き付けら
れる地山の間で行わせ、地山には保水状態の、しかも急
速に凝固しつつあるコンクリート・モルタルを付着させ
るようにする。
In addition, although the above-mentioned example described the case where dry-mixed cement was poured into the formwork, this dry-mixed cement can be used not only for pouring into the formwork but also for tunnel lining. Naturally, it can also be used by spraying it from a nozzle, as in the case of constructing a . In this case, a heating means such as an electromagnetic wave oscillation means is provided at the tip of the nozzle to heat the dry, dry cement blown out from the nozzle, destroy the microcapsules, and hydrate the cement with the aqueous quick setting agent solution. The reaction takes place between the rocks where the concrete is sprayed from the tip of the nozzle, and the rocks are coated with water-retentive, rapidly solidifying concrete and mortar.

また、上述の実施例は、急結剤を水溶液にしてマイクロ
カプセル中に封入して、空練り時にセメント中に投入す
る場合についてのべたが、急結剤は水を含んだ形で固体
微粒子状態でセ、メント中に混入できればとのような態
様であってもよく、マイクロカプセル中に封入する他に
、急結剤水溶液を、固体微粒子状に氷結させた形で製造
し、氷点下の雰囲気中でセメントと空練りするようにす
ることも当然可能である。この場合、空練りされたセメ
ントは、打設ないしは吹き付は等で使用されるまでは、
氷点下の雰囲気で運搬保存する必要が有る。また、使用
に際しては、空練りセメントが投入された型枠を自然に
または強制的加熱する。
In addition, in the above embodiment, the quick-setting agent is made into an aqueous solution, encapsulated in microcapsules, and added to the cement during dry mixing. However, the quick-setting agent is in the form of solid fine particles containing water. In addition to encapsulating it in microcapsules, an aqueous solution of the quick-setting agent can be produced in the form of frozen solid particles, and then placed in a sub-zero atmosphere. Of course, it is also possible to dry mix it with cement. In this case, dry-mixed cement is used until it is used for pouring or spraying.
It must be transported and stored in an atmosphere below freezing. In addition, during use, the formwork into which the dry-mixed cement is charged is heated naturally or forcibly.

すると、急結剤を含む氷が溶解して、コンクリート・モ
ルタルは凝固する。なお、吹き付ける場合には、ノズル
先端部分に適宜な加熱装置を設けるとよい。
Then, the ice containing the quick-setting agent melts and the concrete mortar solidifies. In addition, when spraying, it is preferable to provide an appropriate heating device at the tip of the nozzle.

また、セメント中に固体微粒子の形で投入される急結剤
水溶液における水の量は、急結剤の固体微粒子がセメン
トと十分に均一な状態に空練りされるので、セメントを
凝固させるに必要な理論永和景程度でよい。
In addition, the amount of water in the aqueous solution of the quick-setting agent, which is added in the form of solid fine particles into the cement, is necessary to solidify the cement because the solid fine particles of the quick-setting agent are mixed with the cement in a sufficiently uniform state. A theory like Eiwakei is enough.

(g)0発明の効果 以上、説明したように、本発明によれば、セメントと骨
材との空練りを行う際に、急結剤と水を固体微粒子化さ
せた形で投入し、その後、該空練りされtコセメントを
使用する際に、急結剤と水の固体微粒子状態を解除し、
セメントと前記固体微粒子状態を解除された水及び急結
剤を反応させてセメントを固化させるようにしたので、
急結剤を均一な状態でセメント中に混合させることが出
来、従ってその凝固速度を全体的に均一化することが出
来るばかりか、急結剤が作用を開始するのは、コンクリ
ート・モルタルの使用現場であることから、コンクリー
ト・モルタルの凝固時間をも正確に管理することが容易
である。
(g) 0 Effects of the Invention As explained above, according to the present invention, when dry mixing cement and aggregate, the quick-setting agent and water are added in the form of solid fine particles, and then , when using the dry kneaded t-cocement, release the quick-setting agent and water from the solid fine particle state,
Since the cement is made to react with the water released from the solid particulate state and the quick setting agent to solidify the cement,
Not only can the quick-setting agent be mixed into the cement in a uniform state, and therefore the solidification rate can be made uniform throughout, but the quick-setting agent starts working only when concrete and mortar are used. Since it is done on-site, it is easy to accurately control the solidification time of 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】 セメントと骨材との空練りを行う際に、急 結剤と水を固体微粒子化させた形で投入し、その後、該
空練りされたセメントを使用す る際に、前記急結剤と水の固体微粒子状態を解除し、セ
メントと前記固体微粒子状態を解除された水及び急結剤
を反応させてセメントを固化させ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] When performing dry mixing of cement and aggregate, an accelerating agent and water are added in the form of solid fine particles, and then, when using the dry mixed cement, the above-mentioned A method for producing concrete/mortar comprising: releasing the solid particulate state of the quick setting agent and water; and causing cement to react with the water released from the solid particulate state and the quick setting agent to solidify the cement.
JP61027484A 1986-02-10 1986-02-10 Tunnel lining construction method Expired - Lifetime JPH0725088B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61027484A JPH0725088B2 (en) 1986-02-10 1986-02-10 Tunnel lining construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61027484A JPH0725088B2 (en) 1986-02-10 1986-02-10 Tunnel lining construction method

Publications (2)

Publication Number Publication Date
JPS62184808A true JPS62184808A (en) 1987-08-13
JPH0725088B2 JPH0725088B2 (en) 1995-03-22

Family

ID=12222404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61027484A Expired - Lifetime JPH0725088B2 (en) 1986-02-10 1986-02-10 Tunnel lining construction method

Country Status (1)

Country Link
JP (1) JPH0725088B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0283244A (en) * 1988-09-19 1990-03-23 Showa Denko Kk Dry spraying method
CN114573290A (en) * 2022-02-14 2022-06-03 中交二航武汉港湾新材料有限公司 Single-component active synchronous grouting liquid capable of being rapidly coagulated and preparation method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4977919A (en) * 1972-11-07 1974-07-26
JPS5014722A (en) * 1973-06-09 1975-02-17
JPS5072724A (en) * 1973-10-30 1975-06-16
JPS59121142A (en) * 1982-12-26 1984-07-13 花岡 忠雄 Manufacture of reinforced, waterproofed, adhesive, cold-resistant and crack- or shrinkage-preventive cement
JPS60218100A (en) * 1984-04-13 1985-10-31 三井建設株式会社 Method of kneading cement

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4977919A (en) * 1972-11-07 1974-07-26
JPS5014722A (en) * 1973-06-09 1975-02-17
JPS5072724A (en) * 1973-10-30 1975-06-16
JPS59121142A (en) * 1982-12-26 1984-07-13 花岡 忠雄 Manufacture of reinforced, waterproofed, adhesive, cold-resistant and crack- or shrinkage-preventive cement
JPS60218100A (en) * 1984-04-13 1985-10-31 三井建設株式会社 Method of kneading cement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0283244A (en) * 1988-09-19 1990-03-23 Showa Denko Kk Dry spraying method
CN114573290A (en) * 2022-02-14 2022-06-03 中交二航武汉港湾新材料有限公司 Single-component active synchronous grouting liquid capable of being rapidly coagulated and preparation method thereof
CN114573290B (en) * 2022-02-14 2023-05-12 中交二航武汉港湾新材料有限公司 Single-component active synchronous grouting liquid capable of being quickly coagulated and preparation method thereof

Also Published As

Publication number Publication date
JPH0725088B2 (en) 1995-03-22

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