JPH04114941A - Cement quick setting agent - Google Patents
Cement quick setting agentInfo
- Publication number
- JPH04114941A JPH04114941A JP23244890A JP23244890A JPH04114941A JP H04114941 A JPH04114941 A JP H04114941A JP 23244890 A JP23244890 A JP 23244890A JP 23244890 A JP23244890 A JP 23244890A JP H04114941 A JPH04114941 A JP H04114941A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- weight
- aluminate
- gypsum
- lime
- 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
Links
- 239000004568 cement Substances 0.000 title claims abstract description 37
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 19
- 229910052500 inorganic mineral Inorganic materials 0.000 claims abstract description 18
- 239000011707 mineral Substances 0.000 claims abstract description 18
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 12
- 239000010440 gypsum Substances 0.000 claims abstract description 12
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 11
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 11
- 239000004571 lime Substances 0.000 claims abstract description 11
- 229910052783 alkali metal Inorganic materials 0.000 claims description 6
- -1 alkali metal aluminate Chemical class 0.000 claims description 6
- 229910000288 alkali metal carbonate Inorganic materials 0.000 claims description 6
- 150000008041 alkali metal carbonates Chemical class 0.000 claims description 6
- 235000010755 mineral Nutrition 0.000 abstract description 17
- 239000000843 powder Substances 0.000 abstract description 9
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 abstract description 8
- 238000002156 mixing Methods 0.000 abstract description 6
- 239000003513 alkali Substances 0.000 abstract description 5
- 150000004645 aluminates Chemical class 0.000 abstract description 5
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 abstract description 4
- 239000011575 calcium Substances 0.000 abstract description 4
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 abstract description 4
- 239000000920 calcium hydroxide Substances 0.000 abstract description 4
- 235000011116 calcium hydroxide Nutrition 0.000 abstract description 4
- 229910001861 calcium hydroxide Inorganic materials 0.000 abstract description 4
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 abstract description 4
- 229910001388 sodium aluminate Inorganic materials 0.000 abstract description 4
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 abstract description 3
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 abstract description 3
- 229910052791 calcium Inorganic materials 0.000 abstract description 3
- 229910000029 sodium carbonate Inorganic materials 0.000 abstract description 3
- 235000017550 sodium carbonate Nutrition 0.000 abstract description 3
- 229910052934 alunite Inorganic materials 0.000 abstract 3
- 239000010424 alunite Substances 0.000 abstract 3
- KPZTWMNLAFDTGF-UHFFFAOYSA-D trialuminum;potassium;hexahydroxide;disulfate Chemical compound [OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[Al+3].[Al+3].[Al+3].[K+].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O KPZTWMNLAFDTGF-UHFFFAOYSA-D 0.000 abstract 3
- 230000003213 activating effect Effects 0.000 abstract 1
- 238000001354 calcination Methods 0.000 abstract 1
- 238000010298 pulverizing process Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 10
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 7
- 239000000203 mixture Substances 0.000 description 7
- 239000002245 particle Substances 0.000 description 7
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 6
- 238000005507 spraying Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000000292 calcium oxide Substances 0.000 description 3
- 235000012255 calcium oxide Nutrition 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000011378 shotcrete Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- BYFGZMCJNACEKR-UHFFFAOYSA-N aluminium(i) oxide Chemical compound [Al]O[Al] BYFGZMCJNACEKR-UHFFFAOYSA-N 0.000 description 2
- 210000004556 brain Anatomy 0.000 description 2
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 229910052593 corundum Inorganic materials 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Chemical compound [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001845 yogo sapphire Inorganic materials 0.000 description 2
- VZSRBBMJRBPUNF-UHFFFAOYSA-N 2-(2,3-dihydro-1H-inden-2-ylamino)-N-[3-oxo-3-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)propyl]pyrimidine-5-carboxamide Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)C(=O)NCCC(N1CC2=C(CC1)NN=N2)=O VZSRBBMJRBPUNF-UHFFFAOYSA-N 0.000 description 1
- 241000282346 Meles meles Species 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052925 anhydrite Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 description 1
- 229910001567 cementite Inorganic materials 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- KSOKAHYVTMZFBJ-UHFFFAOYSA-N iron;methane Chemical compound C.[Fe].[Fe].[Fe] KSOKAHYVTMZFBJ-UHFFFAOYSA-N 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229910000027 potassium carbonate Inorganic materials 0.000 description 1
- KVOIJEARBNBHHP-UHFFFAOYSA-N potassium;oxido(oxo)alumane Chemical compound [K+].[O-][Al]=O KVOIJEARBNBHHP-UHFFFAOYSA-N 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分舒〉
本発明は湿式1法に用いてセメント急結剤に関し、特に
トンネル及び地下空洞構造物、コンクリート構造物の建
設、補修を行う際に、吹付モルタルあるいは吹付コンク
リートの初期付着性及び初期強度を有効に高めるように
図ったものである。[Detailed Description of the Invention] <Industrial Application> The present invention relates to a cement quick setting agent that can be used in the wet method, particularly when constructing or repairing tunnels, underground cavity structures, and concrete structures. This is intended to effectively increase the initial adhesion and initial strength of shotcrete mortar or shotcrete.
〈従来の技術〉
一般にモルタルやコンクリ−1・は初期硬化が早く発現
することが求められ、特に上向きにモルタル、コンクリ
ートを吹付ける場合その初期付着性および初期硬化性の
大きいことが求められる。<Prior Art> In general, mortar and concrete are required to exhibit early initial hardening, and in particular, when mortar and concrete are sprayed upward, high initial adhesion and initial hardening are required.
例えば)−ンネルの天端等にモルタル又はコンクリート
を吹付ける場合、吹付当初数秒以内にモルタルないしコ
ンクリート自体が付着すると共に骨材が脱落しない程度
の付着力を有し、その後は硬度が進み吹付は層の自重を
支えるに充分な強度を発揮することが必要である。For example, when spraying mortar or concrete on the top of a tunnel, etc., the mortar or concrete itself adheres within a few seconds after spraying and has enough adhesion to prevent the aggregate from falling off, and then hardens and the spraying stops. It is necessary to exhibit sufficient strength to support the weight of the layer.
そして、このようなセメント急結剤として、仮焼明ばん
石を主体とするセメント急結剤が種々開発されている(
特開昭61−26538号公報、特開昭63−2124
5号公報)。As such cement quick-setting agents, various cement quick-setting agents based on calcined alumite have been developed (
JP-A-61-26538, JP-A-63-2124
Publication No. 5).
また、本発明者らは、湿式1法による吹付はコンクリー
トに対して十分な急結硬化性能を発揮する新規な組成及
び配合割合の七メン1−急結剤を見出し、先に出願した
(特願平152050号、平成1年3月6日出願)。In addition, the present inventors have discovered a new composition and blending ratio of a Shichimen 1 quick-setting agent that exhibits sufficient rapid setting hardening performance for concrete when sprayed using the wet method 1 method, and have previously filed an application (Special Patent Application). Ganhei No. 152050, filed on March 6, 1999).
〈発明が解決しようとする課題〉
ところで、前述の先に出願した仮焼明ばん石を用いての
セメント急結剤としては、仮焼明ばん石】0〜60重量
%、石灰10〜50重量%、アルカリ金属のアルミン酸
塩5〜45重量%、アルカリ金属の炭酸塩5〜45重量
%及び石膏】〜20重量%からなるものであるが、特に
低温時(10℃)、並びに低添加時(対セメント5%)
での急結性能が良好ではないという@題があった。<Problems to be Solved by the Invention> By the way, as a cement quick setting agent using the previously applied calcined alumite, there are 0 to 60% by weight of calcined alumite and 10 to 50% by weight of lime. %, alkali metal aluminate 5-45% by weight, alkali metal carbonate 5-45% by weight, and gypsum ~20% by weight, especially at low temperatures (10°C) and at low addition. (5% of cement)
There was a problem that the quick setting performance was not good.
本発明はこのような事情に鑑み、低温時や低添加時であ
っても急結性能が低下しないセメント急結剤を提供する
ことを目的とする。In view of these circumstances, an object of the present invention is to provide a cement quick-setting agent whose quick-setting performance does not deteriorate even at low temperatures or when a low amount of additive is added.
〈課題を解決するための手段〉
前記目的を達成するための本発明のセメント急結剤は、
仮焼明ばん石10〜60重量%、石灰10〜50重量%
、アルカリ金属のアルミン酸塩5〜45重量%、アルカ
リ金属の炭酸塩5〜45重量%、石膏1〜20重量%及
びセメント系鉱物5〜20重量%からなることを特徴と
する。<Means for Solving the Problems> The cement quick setting agent of the present invention for achieving the above object has the following features:
Calcined alumite 10-60% by weight, lime 10-50% by weight
, 5-45% by weight of alkali metal aluminate, 5-45% by weight of alkali metal carbonate, 1-20% by weight of gypsum, and 5-20% by weight of cement mineral.
セメントを急結させるには、一般に可溶性アルミナ(ア
ルミン酸ソーダ等)2石灰(消石灰等)およびソーダ灰
の王者の適量の存在が必要であり、更にこれらに仮焼明
ばん石および石膏を適量添加することにより硬化性能が
向上する。In order to quickly set cement, it is generally necessary to have appropriate amounts of soluble alumina (sodium aluminate, etc.) 2 lime (slaked lime, etc.) and soda ash, and to these, appropriate amounts of calcined alumite and gypsum are added. This improves curing performance.
本発明者は、主題の低温時、低添加時の急結性能を、溶
解の早い可溶性アルミナと石灰との存在て確保てきるこ
とを見い出し、本発明に至ったものである。The present inventors have discovered that the rapid setting performance at low temperatures and with low addition can be ensured by the presence of soluble alumina and lime, which dissolve quickly, and have thus arrived at the present invention.
すなわち、本発明のセメント急結剤ば、Al2O3源と
しての仮焼明ばん石及びアルカリ金属のアルミン酸塩、
CaO源としての石灰、803源としての仮焼明ばん石
及び石膏を共存させ、更にこれらに加え低温時、低添加
時の性能を一層向上させるために可溶性のアルミナ及び
カルシウムを共に含有したセメンイ
ト
り、低温時(10℃)並びに低添加時(対セメント5%
)での急結性能を向上させると同時に温度変化(10〜
30℃)及び添加率の変化(5〜9%)についても急結
性を高めたことを特徴とするものである。That is, the cement quick setting agent of the present invention includes calcined alumite and alkali metal aluminate as an Al2O3 source,
Cementite coexists with lime as a CaO source, calcined alumite and gypsum as 803 sources, and further contains soluble alumina and calcium in order to further improve performance at low temperatures and with low addition. , at low temperature (10℃) and at low addition (5% to cement)
) at the same time improves rapid setting performance at temperature changes (10~
30° C.) and a change in the addition rate (5 to 9%).
ここで、本発明に用いる仮焼明ばん石とは、アルミニウ
ム明ばん石または鉄門ば/し石を350〜750℃、好
ましくは500〜700℃にて焼成して活性化させたも
のを適度に粉砕したものなどをいう。ここで350℃以
下で焼成したものは凝結時間が長く、かつ硬化強度が小
さい性質を有する。なお、仮焼明ばん石の粒度はブレー
ン比表回積で3000ci / g以上が好ましい。Here, the calcined alumite used in the present invention is activated by firing aluminum alumite or iron gate stone at 350 to 750°C, preferably 500 to 700°C. This refers to things that have been crushed. Here, those fired at 350° C. or lower have a long setting time and a low hardening strength. The particle size of the calcined alumite is preferably 3000 ci/g or more in terms of Blaine specific calculus.
アルカリ金属のアルミン酸塩としてはアルミン酸ソーダ
、アルミン酸カリなどを用いることがてきる。このアル
カリ金属のアルミン酸塩の粒径ば7.2mrn以下、好
ましくは0.6rm+以下がよい。As the alkali metal aluminate, sodium aluminate, potassium aluminate, etc. can be used. The particle size of the alkali metal aluminate is preferably 7.2 mrn or less, preferably 0.6 mrn or less.
また、アルカリ金属の炭酸塩としては、炭酸ソーダ、炭
酸カリなどを用いることができる。このアルカリ金属の
炭酸塩の粒径は1。2胴以下、好ましくは0.6mm以
下がよい。Further, as the alkali metal carbonate, soda carbonate, potassium carbonate, etc. can be used. The particle size of this alkali metal carbonate is preferably 1.2 mm or less, preferably 0.6 mm or less.
また、本発明では石灰として生石灰あるいは消石灰を用
いることができるが、生石灰を用いた場合にはその消化
する時間(通常1〜3分)だけ硬化速度が遅れる傾向が
ある。Further, in the present invention, quicklime or slaked lime can be used as the lime, but when quicklime is used, the curing speed tends to be delayed by the time it takes to digest the lime (usually 1 to 3 minutes).
また、石膏としては、無水、半水、二本の何れも用いる
ことができるが、無水石膏は、半水石膏あるいは工水石
膏を用いた場合に比べて効果的である。Further, as the gypsum, anhydrous gypsum, semi-hydrated gypsum, or both types can be used, but anhydrous gypsum is more effective than hemihydrate gypsum or engineered water gypsum.
さらにセメント系鉱物としては、早強セメントクリンカ
の微粉末、早強セメント、ジェットセメントクリンカ粉
末、アルミナセメント等の粉末材料を用いることができ
るが、特にC3A,C1.A7C a F2,CA等の
カルシウム・アルミネート系鉱物の多いものほど好まし
く、その範囲が6〜90%のものが用いられる。このセ
メント系鉱物の粉末度はプレーン値で4,0OOcnl
/g以上のものが好ましい0
またこれらの配合割合は、仮焼明ばん石10〜60重量
%、好ましくは20〜50重量%、石灰10〜50重量
%、好ましくは15〜40重量%、アルカリ金属のアル
ミン酸塩5〜45重量%、好ましくは10〜30重量%
、アルカリ金属の炭酸塩5〜45重量%、好ましくは1
0〜30重量%、石膏1〜20重量%及びセメント系鉱
物5〜20重量%とするのが好ましい。Further, as cement minerals, powder materials such as fine powder of early strength cement clinker, early strength cement, jet cement clinker powder, and alumina cement can be used, but in particular, C3A, C1. The more calcium aluminate minerals such as A7C a F2 and CA are contained, the more preferable it is, and those containing 6 to 90% of calcium aluminate minerals are used. The fineness of this cement mineral is 4,0OOcnl in plain value.
/g or more is preferred 0 In addition, the blending ratio of these is 10 to 60% by weight of calcined alumite, preferably 20 to 50% by weight, 10 to 50% by weight of lime, preferably 15 to 40% by weight, and alkali. Metal aluminate 5-45% by weight, preferably 10-30% by weight
, alkali metal carbonate 5-45% by weight, preferably 1
Preferably, the content is 0 to 30% by weight, 1 to 20% by weight of gypsum, and 5 to 20% by weight of cement minerals.
上記セメント系鉱物の添加量として5〜20重量%とす
るのは、5重量%以下では急結性の改善効果が小さく、
また、20重量%を超えるとその他の原料の絶対量が少
なくなって配合全体のバランスが崩れて改善効果が発揮
されず、共に好ましくないからである。The reason why the amount of cement mineral added is 5 to 20% by weight is that if it is less than 5% by weight, the effect of improving rapid setting is small.
On the other hand, if it exceeds 20% by weight, the absolute amount of other raw materials decreases, the overall balance of the formulation is lost, and no improvement effect is exhibited, which is both undesirable.
以下、試験例、実施例に基づいて本発明をさらに具体的
に説明する。Hereinafter, the present invention will be explained in more detail based on Test Examples and Examples.
く試 験 例〉
試験例−1
1、試験の方法
ポリ容器でセメント400gに対して水240 ccを
加え、ハンドミキサーを使用して1分間混練後、急結剤
を加え6秒間混練し、急結剤投入直後よりそれぞれ2分
、4分、6分及び10分でのブロクター貫入試験器を用
いての貫入抵抗を測定する乙とにより、急結性能の判定
を行った。Test example> Test example-1 1. Test method Add 240 cc of water to 400 g of cement in a plastic container, mix for 1 minute using a hand mixer, then add an accelerating agent and mix for 6 seconds. Rapid setting performance was determined by measuring the penetration resistance using a Broctor penetration tester at 2 minutes, 4 minutes, 6 minutes, and 10 minutes, respectively, immediately after adding the binder.
2 本試験例で使用した材料
仮焼明ばん石粉末: 650℃で仮焼し、ブレーン値4
000c++r/
gに粉砕したもの
消 石 灰 : Ca(OH)290%2粒
径0.5mm以下のもの。2 Materials used in this test example Calcined alumite powder: Calcined at 650℃, Blaine value 4
Slaked lime: Ca(OH) 290%2 Particle size 0.5mm or less.
アルミン酸ソーダ:Al2O,53%、Na2038.
9%2粒径0,5關
以下のもの。Sodium aluminate: Al2O, 53%, Na2038.
9%2 Particle size of 0.5 mm or less.
炭酸ソ −ダ 二市販ソーダ灰純度99.5石 %2粒径0.5m+n以下の もの。Carbonated Soda 2 Commercially available soda ash purity 99.5 stone %2 particle size less than 0.5m+n thing.
膏 :無水石膏CaSO498%。Gypsum: Anhydrite CaSO498%.
粒径0.5m+n以下のもの。Particle size of 0.5m+n or less.
3゜
セメント系鉱物
■早強クリンカの微粉末(ブレーン6000cWr/g
)■ジェットクリンカ粉末(ブレーンs 50 oc/
/g)■アルミナセメント(電化社製 1号品)セ メ
ン ト :普通ポルトランドセメント。3゜Cement mineral ■ Fine powder of early-strength clinker (Brain 6000cWr/g
)■Jet clinker powder (Brain s 50 oc/
/g) ■Alumina cement (Denkasha No. 1 product) Cement: Ordinary Portland cement.
配合割合
第 1 表
4 試験の条件
1)急結剤の添加量:対セメントの5%2)試験温度=
10℃
5、 試験の結果
上述した配合によって行った試験の結果を第2表に示す
。Mixing ratio No. 1 Table 4 Test conditions 1) Addition amount of quick setting agent: 5% of cement 2) Test temperature =
10°C 5. Test Results Table 2 shows the results of tests conducted using the above-mentioned formulations.
第 2 表
以上の乙とからセメント系鉱物としては、カルシウム・
アルミネート系の鉱物の含有量が多いものほど強度発現
が良いことが判った。From Table 2 and above, calcium and cement minerals are
It was found that the higher the content of aluminate minerals, the better the strength development.
このことは本来セメント中に含まれる急結に寄与する鉱
物(C3A: 3CaO−Al2O3など)を、急結
剤の一部として添加混合することにより、急結反応がよ
りスムースに進行するものと考えられる。This suggests that the rapid setting reaction progresses more smoothly by adding and mixing minerals (C3A: 3CaO-Al2O3, etc.) that are originally contained in cement that contribute to rapid setting as part of the quick setting agent. It will be done.
試験例−2
ン昌度条件及び添加率の変化による影響を調l\るため
に、温度として10℃、20℃及び30℃並びに添加率
として5%、7%及び9%の9組合せについて従来品と
の比較試験を行った。尚、本試験にはセメント系鉱物と
して早強クリンカ粉末を用いその他の材料及び試験の方
法については、試験例−]に同じとした。Test Example 2 In order to examine the effects of changes in the temperature conditions and addition rate, nine combinations of temperatures of 10°C, 20°C, and 30°C and addition rates of 5%, 7%, and 9% were tested. A comparative test was conducted with the product. In this test, early-strength clinker powder was used as the cement mineral, and other materials and test methods were the same as in Test Example-].
その結果を第3表に示す。The results are shown in Table 3.
/
//′
/−
/″
/
/
以上の結果より、急結性能は総じて改善されており、し
かも低温時(10℃)でも低添加時(5%)でも急結性
能の改善が著しい乙とが明らかである。/ / /' /- /'' / / From the above results, the rapid setting performance has been improved overall, and even at low temperatures (10℃) and with low addition (5%), the improvement in quick setting performance is significant. is clear.
く実 施 例〉
第4表に示す配合のコンクリートを、バッヂャープラン
トで練り混ぜた後、試験例の第1表に示す本発明の急結
剤(セメント系鉱物としては早強クリンカ粉末を使用)
をセメント重量の7%添加し、トンネル掘削面に吹付け
た(湿式吹付は工法)。なお、吹付は時のコンクリート
スランプ10.5cm、温度10℃、吹付は厚さ20〜
50cmの条件で吹付けを実施した。Example: After mixing concrete with the composition shown in Table 4 in a badger plant, the quick-setting agent of the present invention shown in Table 1 of the test example (early strength clinker powder was used as the cement mineral) was mixed. )
7% of the cement weight was added and sprayed onto the tunnel excavation surface (wet spraying is a construction method). In addition, the concrete slump is 10.5cm, the temperature is 10℃, and the thickness is 20~20℃.
Spraying was carried out at a distance of 50 cm.
この際に、吹付はコンクリートのはねかえり量、初期強
度試験(プルアウト法による換算圧縮強度)、付着状態
の観察を行った。又、比較例として、第1表に示した従
来品を添加使用して同様に実施し、試験した。At this time, the amount of concrete splashed, the initial strength test (compressive strength converted by the pull-out method), and the adhesion state were observed. Further, as a comparative example, the conventional products shown in Table 1 were added and tested in the same manner.
これらの結果を第5表に示す。These results are shown in Table 5.
第4表 コンクリート配合
第5表 吹付はコンクリートの試験結果〈発明の効果〉
以上試験例、実施例と共に詳しく述べたように、本発明
のセメント急結剤は、湿式吹付は工法における急結硬化
性能を大巾に向上させるものである。特に従来の急結剤
に比べ、低温時並びに低添加時における急結性能を著し
く改善したものである。又、本発明の急結剤は、セメン
ト系鉱物を含有しており、急結剤自体硬化する性質を有
しており、相手のセメント品質による影響が従来の急結
剤に比べ小さく、安定した急結性能を発揮するものであ
る。Table 4 Concrete mix Table 5 Test results of sprayed concrete (Effects of the invention) As described in detail above with the test examples and examples, the cement quick setting agent of the present invention has rapid setting hardening performance in the wet spraying construction method. This will greatly improve the In particular, compared to conventional quick-setting agents, it has significantly improved quick-setting performance at low temperatures and at low addition levels. In addition, the quick-setting agent of the present invention contains cement-based minerals and has the property of hardening itself, so it is less affected by the quality of the other cement than conventional quick-setting agents, and is stable. It exhibits quick setting performance.
Claims (1)
、アルカリ金属のアルミン酸塩5〜45重量%、アルカ
リ金属の炭酸塩5〜45重量%、石膏1〜20重量%及
びセメント系鉱物5〜20重量%からなることを特徴と
するセメント急結剤。Calcined alumite 10-60% by weight, lime 10-50% by weight
, a cement quick-setting agent characterized by comprising 5 to 45% by weight of alkali metal aluminate, 5 to 45% by weight of alkali metal carbonate, 1 to 20% by weight of gypsum, and 5 to 20% by weight of cement mineral. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23244890A JPH04114941A (en) | 1990-09-04 | 1990-09-04 | Cement quick setting agent |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23244890A JPH04114941A (en) | 1990-09-04 | 1990-09-04 | Cement quick setting agent |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04114941A true JPH04114941A (en) | 1992-04-15 |
Family
ID=16939442
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23244890A Pending JPH04114941A (en) | 1990-09-04 | 1990-09-04 | Cement quick setting agent |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04114941A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102491711A (en) * | 2011-12-03 | 2012-06-13 | 山西沁新能源集团股份有限公司 | Mine high-water quick-setting material |
-
1990
- 1990-09-04 JP JP23244890A patent/JPH04114941A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102491711A (en) * | 2011-12-03 | 2012-06-13 | 山西沁新能源集团股份有限公司 | Mine high-water quick-setting material |
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