JPS6192262A - Method for spraying cement mortar or concrete - Google Patents

Method for spraying cement mortar or concrete

Info

Publication number
JPS6192262A
JPS6192262A JP60234491A JP23449185A JPS6192262A JP S6192262 A JPS6192262 A JP S6192262A JP 60234491 A JP60234491 A JP 60234491A JP 23449185 A JP23449185 A JP 23449185A JP S6192262 A JPS6192262 A JP S6192262A
Authority
JP
Japan
Prior art keywords
concrete
weight
quick
added
setting agent
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
JP60234491A
Other languages
Japanese (ja)
Other versions
JPH0321497B2 (en
Inventor
健吉 平野
哲雄 大塚
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo 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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP60234491A priority Critical patent/JPS6192262A/en
Publication of JPS6192262A publication Critical patent/JPS6192262A/en
Publication of JPH0321497B2 publication Critical patent/JPH0321497B2/ja
Granted 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) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はトンネルのような天井や壁面にセメントモルタ
ルやコンクリートを吹付け、自重によりはげ落ちる余裕
を与えずに瞬時に硬化させ、しか 、も長期強度を低下
させないセメントモルタル又はコンクリートの吹付法に
関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention sprays cement mortar or concrete on the ceiling or wall of a tunnel, hardens it instantly without giving any room for flaking off due to its own weight, and This invention relates to a cement mortar or concrete spraying method that does not reduce long-term strength.

〔従来技術〕[Prior art]

従来より吹付工法としては、急結剤を加えた空練り吹付
材料を水と共に吹付ける乾式吹付法が実□用化されてい
る。一方、急結剤を添加しないモルタルやコンクリート
材料を使用する湿式吹付法も法面などを主体に使用され
ている。湿式吹付法はあらかじめ水を加えた流動性モル
タルやコンクリートを使用するため、粉塵が発生しかた
(、リバウンドが少ない長所があるが、急結剤を添加す
るとその急結性のために作業不可能となる傾向があった
。又、作業可能な程度に添加しえたとしてもモルタル又
はコンクリートを圧送するため特に流動性が要求され、
セメント、水比を乾式法よりも5〜20%程度高くする
必要があった。
Conventionally, as a spraying method, a dry spraying method in which a dry-mixed spraying material to which a quick-setting agent has been added is sprayed together with water has been put into practical use. On the other hand, the wet spraying method, which uses mortar and concrete materials without the addition of quick-setting agents, is also used mainly on slopes. The wet spraying method uses fluid mortar or concrete that has been pre-added with water, so it has the advantage of generating less dust (and less rebound), but if a quick-setting agent is added, the rapid setting makes it impossible to work. In addition, even if it could be added to a workable level, fluidity was particularly required for the mortar or concrete to be pumped.
It was necessary to increase the cement/water ratio by about 5 to 20% higher than in the dry method.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

急結力の小さい急結剤や、添加量によっては添加直後の
急結力がほとんど期待できないような従来の急結剤では
、トンネルの天井や、たとえ法面であっても湧水等吹付
部分に少量でも水分が存在する部位では吹付素材が流出
し、吹付施工ができない現状であった。
With quick setting agents that have low quick setting power, or with conventional quick setting agents that can hardly be expected to have quick setting power immediately after addition depending on the amount added, it is difficult to use quick setting agents that can be used on tunnel ceilings or even on slopes where spring water is sprayed. In areas where even a small amount of water is present, the spraying material flows out, making spraying impossible.

そこで、天井部位や湧水部位にも施工が可能であって、
しかも粉塵が発生しがたい吹付工法が求められていた。
Therefore, it can be applied to ceiling areas and spring water areas,
Moreover, there was a need for a spraying method that did not generate much dust.

〔問題解決の手段〕[Means of problem solving]

本発明は、セメントに対し、アルカリ炭酸塩95〜50
重量%とカルシウムアルミネート5〜50重量%とから
なる急結剤を流動性モルタル又はコンクリートに吹付直
前に添加することを特徴とする。
The present invention provides an alkali carbonate of 95 to 50% for cement.
It is characterized in that an quick-setting agent consisting of 5% to 50% by weight of calcium aluminate is added to the fluid mortar or concrete immediately before spraying.

本発明で使用されるアルカリ炭酸塩としては、炭酸ナト
リウム、炭酸カリウム、重炭酸ナトリウム、重炭酸カリ
ウム等が挙げられるが、なかでも無水炭酸ナトリウムは
所期の目的を都合よく達成できる。またカルシウムアル
ミネートとしては、Ca 0 ・2 Altos、Ca
 0−Altos、 12Ca 0 ・7 A lx 
03.3 Ca O・A4’ZO3やこれらにハロゲン
元素が固溶した3’Ca0・3AlzOs・CaFt 
Examples of the alkali carbonate used in the present invention include sodium carbonate, potassium carbonate, sodium bicarbonate, potassium bicarbonate, etc. Among them, anhydrous sodium carbonate can conveniently achieve the intended purpose. In addition, as calcium aluminate, Ca 0 ・2 Altos, Ca
0-Altos, 12Ca 0 ・7 Alx
03.3 CaO・A4′ZO3 and 3′Ca0・3AlzOs・CaFt in which halogen elements are dissolved in solid solution
.

11CaO・7A6Ch−caFt等が用いられるが、
中でも12Ca 0 ・7 AlzOx、IICa 0
 ・7 Alz(h・Ca F tは急結性に優れてい
る。さらにこれらのカルシウムアルミネートを製造する
にあたり、熔融体を急冷すると無定形のものが得られる
が、このものは結晶質のものに比べて急結性が3倍平度
大きいので無定形のものが好ましい。カルシウムアルミ
ネートの粉末度は細かいほど急結性が大きくなるが、プ
レーン値で1000aJ/ gもあれば充分である。
11CaO・7A6Ch-caFt etc. are used, but
Among them, 12Ca 0 ・7 AlzOx, IICa 0
・7 Alz(h・Ca F t has excellent rapid setting properties.Furthermore, when producing these calcium aluminates, an amorphous product can be obtained by rapidly cooling the melt, but this product is a crystalline product. An amorphous one is preferable because its rapid setting property is three times greater than that of calcium aluminate.The finer the powder size of calcium aluminate, the greater its rapid setting property, but a plain value of 1000 aJ/g is sufficient.

アルカリ炭酸塩とカルシウムアルミネートの割合は、急
結性付与の点から、アルカリ炭酸塩95〜50重量%と
カルシウムアルミネート5〜50重1%程度であり、特
にアルカリ炭酸塩90〜70重量%とカルシウムアルミ
ネー)10〜30重量%が好適である。
The ratio of alkali carbonate and calcium aluminate is about 95 to 50% by weight of alkali carbonate and 5 to 50% by weight of calcium aluminate, especially 90 to 70% by weight of alkali carbonate, from the viewpoint of imparting rapid setting properties. and calcium alumina) from 10 to 30% by weight.

この急結剤の存在量はセメントに対して3〜20重量%
程度であり、好ましくは5〜12重量%である。31量
%以下では急結しがたく、20重量%以1上ではプレー
ンコンクリートに対しての長期強度の尭現が50%以下
となり好ましくない。
The amount of this quick-setting agent is 3 to 20% by weight based on cement.
The amount is about 5 to 12% by weight, preferably 5 to 12% by weight. If it is less than 31% by weight, it will be difficult to set quickly, and if it is more than 20% by weight, the long-term strength of plain concrete will be less than 50%, which is not preferable.

使用される流動性モルタル、コンクリートはポンプ圧送
能力を配慮してスランプの大きいものが好ましいが、水
量を増加してスランプを大きくすると急結剤使用量が増
加するので減水剤、とくに高性能減水剤を使用してより
少ない水で流動性を向上させる配合が好ましい、スラン
プは5〜15ca+程度、水、七メ“ント比は65〜5
5%程度が好ましい。
It is preferable that the fluid mortar and concrete used have a large slump in consideration of the pumping capacity, but if the slump is increased by increasing the amount of water, the amount of quick setting agent used will increase, so a water reducer, especially a high performance water reducer, is recommended. It is preferable to use a formulation that uses less water to improve fluidity, with a slump of about 5 to 15 ca+, and a water/7 ment ratio of 65 to 5.
About 5% is preferable.

急結剤を添加する時期は吹付直前であって、例えば空気
圧送式の急結剤吹込機を使用すればよい。
The quick-setting agent is added immediately before spraying, and for example, an air-pressure-feeding quick-setting agent blower may be used.

吹込場所はノズルより手前数メートルから数十メートル
の間が混合性、付着性、閉塞性等のバランスがよく好ま
しい。
The blowing location is preferably several meters to several tens of meters in front of the nozzle for a good balance of mixing properties, adhesion properties, clogging properties, etc.

〔実施例1〕 プレーン3800cd/ gの12Ca 0 ・7 A
lzChと無水炭酸ナトリウムを重量比で20/80の
割で混合し急結剤とした。
[Example 1] Plain 3800cd/g 12Ca 0 7 A
lzCh and anhydrous sodium carbonate were mixed at a weight ratio of 20/80 to prepare an quick setting agent.

普通ポルトランドセメント(電気化学工業側部)360
重量部、砂1300重量部、砂利550重量部、水21
6重量部、β−ナフタリンスルホン酸塩系高性能減水剤
3.6重量部を加え、in?練りのバッチャ−プラント
で5回混練し、スランプ12cmの生コンクリート5n
?を得た。このコンクリートをミキサー車でトンネル切
羽に運びアリパー280型吹付機(アリパー■製)を使
用して吹付施工した。この時に、前記急結剤をセメント
に対して5.7.9%となるように、空気圧送式吹込t
ffl(商品名:ナトムクリート、杉上達機■製)によ
りコンクリート圧送ホース内にそれぞれ吹込み添加した
Ordinary Portland cement (electrochemical industry side) 360
Parts by weight, 1300 parts by weight of sand, 550 parts by weight of gravel, 21 parts by weight of water
Add 6 parts by weight and 3.6 parts by weight of a β-naphthalene sulfonate-based high performance water reducer, and in? Knead 5 times in a batcher plant and mix 5N of ready-mixed concrete with a slump of 12cm.
? I got it. This concrete was transported to the tunnel face using a mixer truck and sprayed using an Aliper 280 type spraying machine (manufactured by Aliper ■). At this time, the above-mentioned quick-setting agent was blown into the cement using a pneumatic method so that the concentration was 5.7.9% based on the cement.
Each was added by blowing into a concrete pressure hose using ffl (trade name: Natomcrete, manufactured by Sugijodatsuki ■).

この結果、リバウンドも少なく、粉塵量も極めて少ない
施工が可能であった。また、湧水のある部分には急結剤
添加量を増加することにより施工が可能であった。
As a result, it was possible to perform construction with less rebound and an extremely small amount of dust. In addition, construction was possible in areas with spring water by increasing the amount of quick-setting agent added.

比較のため、市販のアルミン酸ソーダ及び炭酸ソーダよ
りなる急結剤をセメントに対して、3.5.8.10%
となるようにそれぞれ添加して施工したが、いずれの添
加量においてもコンクリートの剥離が生じ、特に天井部
分においては数cn+以上の厚みになると剥離が始まり
、施工不可能であった。また、添加量を増加すると本発
明とは逆に急結力が低下する傾向を示した。
For comparison, a commercially available quick-setting agent consisting of sodium aluminate and soda carbonate was added to the cement at a rate of 3.5.8.10%.
Construction was carried out by adding each of them so that the following amounts were added, but peeling of the concrete occurred regardless of the amount added, and especially in the ceiling part, peeling started when the thickness reached several CN+ or more, making construction impossible. Moreover, when the amount added was increased, the rapid setting power tended to decrease, contrary to the present invention.

〔実施例2〕 実施例1の急結剤を使用して、姫用産天然砂(FM2.
47) 2000 gに普通ポルトランドセメント70
0gを加えてモルタルミキサーにより3分間混練りし流
動性のモルタルを得た。このモルタルに急結剤をセメン
トに対して5.7.9%となるようにそれぞれ添加し、
20秒間混合し型枠に詰めブロクター貫入抵抗を測定し
、その結果を第1表に示した。また、比較のため市販の
実施例1に記載した急結剤についても同様の試験を行い
第1表に併記した。
[Example 2] Using the quick setting agent of Example 1, Himeyo natural sand (FM2.
47) Ordinary Portland cement 70 to 2000 g
0 g was added and kneaded for 3 minutes using a mortar mixer to obtain a fluid mortar. A quick setting agent was added to this mortar at a ratio of 5.7.9% to the cement.
The mixture was mixed for 20 seconds, packed in a mold, and the resistance to blocker penetration was measured. The results are shown in Table 1. Further, for comparison, similar tests were conducted using the commercially available quick-setting agent described in Example 1, and the results are also listed in Table 1.

〔効果〕・ 本発明により、天井部位や湧水部位にも施工が可能であ
って、しかも粉塵が発生しがたい吹付工法が可能になっ
た。
[Effects] - The present invention has made possible a spraying method that can be applied to ceiling areas and spring water areas, and is less likely to generate dust.

第  1  表Table 1

Claims (1)

【特許請求の範囲】[Claims] セメントに対し、アルカリ炭酸塩95〜50重量%とカ
ルシウムアルミネート5〜50重量%とからなる急結剤
を流動性モルタル又はコンクリートに吹付直前に添加す
ることを特徴とするセメントモルタル又はコンクリート
の吹付法。
Shotting of cement mortar or concrete, characterized in that a rapid setting agent consisting of 95 to 50% by weight of alkali carbonate and 5 to 50% by weight of calcium aluminate is added to fluid mortar or concrete immediately before spraying. Law.
JP60234491A 1985-10-22 1985-10-22 Method for spraying cement mortar or concrete Granted JPS6192262A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60234491A JPS6192262A (en) 1985-10-22 1985-10-22 Method for spraying cement mortar or concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60234491A JPS6192262A (en) 1985-10-22 1985-10-22 Method for spraying cement mortar or concrete

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP15224489A Division JPH0251456A (en) 1989-06-16 1989-06-16 Curing accelerator for spraying of cement mortar or concrete

Publications (2)

Publication Number Publication Date
JPS6192262A true JPS6192262A (en) 1986-05-10
JPH0321497B2 JPH0321497B2 (en) 1991-03-22

Family

ID=16971858

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60234491A Granted JPS6192262A (en) 1985-10-22 1985-10-22 Method for spraying cement mortar or concrete

Country Status (1)

Country Link
JP (1) JPS6192262A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03122040A (en) * 1989-10-06 1991-05-24 Tokyo Electric Power Co Inc:The Blowing material having quick hardening property and blowing thereof
CN115490480A (en) * 2022-09-27 2022-12-20 北京国道通公路设计研究院股份有限公司 Low-resilience shotcrete containing biological viscose and preparation and application methods thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06100064B2 (en) * 1991-10-23 1994-12-12 株式会社森組 Propulsion direction detection mechanism in pipe propulsion embedding device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS604149A (en) * 1983-06-21 1985-01-10 Mitsui Petrochem Ind Ltd Production of 2-acylphenol compound

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS604149A (en) * 1983-06-21 1985-01-10 Mitsui Petrochem Ind Ltd Production of 2-acylphenol compound

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03122040A (en) * 1989-10-06 1991-05-24 Tokyo Electric Power Co Inc:The Blowing material having quick hardening property and blowing thereof
JPH0573708B2 (en) * 1989-10-06 1993-10-14 Tokyo Electric Power Co
CN115490480A (en) * 2022-09-27 2022-12-20 北京国道通公路设计研究院股份有限公司 Low-resilience shotcrete containing biological viscose and preparation and application methods thereof
CN115490480B (en) * 2022-09-27 2023-09-05 北京国道通公路设计研究院股份有限公司 Low-resilience sprayed concrete containing biological viscose and preparation and application methods thereof

Also Published As

Publication number Publication date
JPH0321497B2 (en) 1991-03-22

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