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快硬硫鋁酸鹽水泥

放大字體  縮小字體 發(fā)布日期:2009-01-13  來源:中國混凝土網(wǎng)  作者:中國混凝土網(wǎng)
核心提示:快硬硫鋁酸鹽水泥

快硬硫鋁酸鹽水泥
Rapid hardening sulphoaluminate cement

  快硬硫鋁酸鹽水泥 rapid hardening sulphoaluminate cement
由適當(dāng)成分的硫鋁酸鹽水泥熟料和少量石灰石、適量石膏共同磨細(xì)制成的,具有早期強(qiáng)度高的水硬性膠凝材料,代號(hào) R · SAC 執(zhí)行標(biāo)準(zhǔn): GB 20472-2006

一、產(chǎn)品用途

  該水泥是我公司與上海水泥有限公司聯(lián)合研制開發(fā)的一個(gè)特種水泥新品種。其特性是早期強(qiáng)度高、微膨脹、干縮小。適用于突擊搶修、快速施工的緊急工程和冬季負(fù)溫施工、地質(zhì)固井、噴錨支護(hù)等特殊工程;用于隧道、地鐵、公路、橋梁、港口、機(jī)場(chǎng)等混凝土建筑物的加固修補(bǔ);配制收縮補(bǔ)償混凝土、抗硫酸鹽侵蝕混凝土;用于基礎(chǔ)預(yù)埋孔灌漿,構(gòu)件拼裝等。

二、技術(shù)要求
   執(zhí)行標(biāo)準(zhǔn) :Q/XBN04-1999 《特快硬微膨脹硫鋁酸鹽水泥》。
   等級(jí):特硬 -42 。
   細(xì)度:比表面積大于 450m 2 /kg , 0.08mm 篩篩余不超過 10% 。
   凝結(jié)時(shí)間:初凝不得早于 5min ,終凝不得遲于 40min 。
   各齡期強(qiáng)度不低于下表數(shù)值:

抗壓強(qiáng)度( MPa )

抗折強(qiáng)度( MPa )

4h

8h

1d

4h

8h

1d

15.0

21.0

42.0

2.2

3.0

5.5

  自由膨脹率: 1:0.5 灰砂化, 28 天自由膨脹率 0.00% ~ 0.15% 。
三、包裝與貯存
  采用防潮包裝袋,每袋凈重 50kg ,且不得少于標(biāo)志質(zhì)量的 98% ,隨機(jī)抽取 20 袋,總質(zhì)量不得少于 1000kg 。其他包裝形式由供需雙方協(xié)商確定。在運(yùn)輸和貯存時(shí)不得受潮和混入雜物,不同種類的產(chǎn)品應(yīng)分別堆放,不得混雜。儲(chǔ)存期為三個(gè)月,過期應(yīng)重新進(jìn)行強(qiáng)度檢驗(yàn)。
四、注意事項(xiàng)
  1 )該水泥凝結(jié)快,配制砂漿或混凝土?xí)r,應(yīng)在推動(dòng)塑性前用完,每批拌和數(shù)量要適量,隨拌隨用,攪拌地點(diǎn)要晝靠近澆注現(xiàn)場(chǎng),操作要快;
  2 )如非突擊性工程需要處長(zhǎng)操作時(shí)間和改善混凝土或砂漿的流動(dòng)性,可摻加減水劑或緩凝劑。常用減水劑有 SN-11 ,木質(zhì)素磺酸鈣等,常用緩凝劑有酒石酸(鉀、鈉)、檸檬酸等,其摻量由試驗(yàn)確定;
  3 )該水泥水灰比調(diào)幅較寬,當(dāng)水灰比高時(shí)雖仍能固化,但將影響凝固時(shí)間、強(qiáng)度和微膨脹性能,因此應(yīng)根據(jù)工程具體情況確定合適的水灰比;
  4 )出于硫鋁酸鹽礦物水化速度快,加水后立即生產(chǎn)新的水化產(chǎn)物,在混凝土和砂漿拌和時(shí),必須一次加水完畢,切忌中途二次加水;
  5 )該水泥加水拌和后粘度較大,施工時(shí)須用機(jī)械振搗密實(shí),防止出現(xiàn)蜂窩和孔洞;
  6 )由該水泥澆注的混凝土制品,應(yīng)加強(qiáng)養(yǎng)護(hù),澆注完畢后要立即覆蓋潤濕的草包之類吸水材料,保持外表濕潤,養(yǎng)護(hù) 24 小時(shí),即使已經(jīng)啟用,在 1 ~ 3 天內(nèi)仍需繼續(xù)保潮養(yǎng)護(hù),防止烈日暴曬;
  7 )嚴(yán)禁與硅酸鹽水泥或其他品種水泥混合使用,不得與尚未硬化的硅酸鹽水泥接觸使用,但可以與已經(jīng)硬化的硅酸鹽水泥混凝土接觸使用。

Extra-rapid-hardening micro expansive aluminate sulfate cement

USAGES This cement is a new special brand jointly developed by our company and Shanghai Cement Co.,Ltd it has the feature of early high strength, micro expansive, small dry contraction, is fit for use in rush repairs, urgent construction and projects, winter construction below zero centigrade, Geological well-fixing, jet and anchoring and so on; also is used in the concrete fixing and repairs of such buildings as tunnels, subways, highways, bridges, harbors and airports; the preparation of contraction and compensatory concrete, anti-sulph ate erosion concrete; is used in basic built-in holes grouting, component build up, etc.

TECHNICAL REQUIREMENT
Executive standards : Q/XBN04-1999 extra-rapid-hardening micro expansive aluminate sulfate cement
Grade: extra-hard-42
Fineness: specific surface area 450m 2 /kg, 0.08mm sieve, the sieve residue not more than 10%.
Coagulation time: the initial coagulation time is not less than 5min, the final coagulation time is not more than 40min.
The age strength is not less than the values in the following table:

Compression strength ( MPa )

Transverse strength ( MPa )

4h

8h

1d

4h

8h

1d

15.0

21.0

42.0

2.2

3.0

5.5

Free expansive rate: 1:0.5 lime and sand , 28d free expansive rate 0.00 % ~ 0.15%.

 

PACKAGING, STORAGE AND TRANSPORT

The cement is packed damp proof packages. The net weight of each is 50kg ; and not less than 98% of the signed weight. the total weight of 20 packages of random checking is no less than 1000kg . Other forms of packaging are to be decided by the supply and requisitioning parties . In transport and storage special attention should be paid to guard against dampness and not to be mixed with other miscellaneous articles.The period of storage cannot be more than 3 months. If the time limit is exceeded, or is dampened and caked, it can be used only after being rechecked to see that it is qualified.

POINTS FOR ATTENTION

1) The cement can set quickly, when preparing mortar or concrete, use it up before it loses elasticity, the amount of each batch should be moderate,the mixing site should be as close to the pouring site as possible, the operation should be fast;
2) In non-urgent projects requiring prolonging operation time and improve concrete or mortar liquidity, water-reducing agent or retarding agent can be mixed into it.The commonly used water-reducing agent includes SN-11 , lignin calcium sulphonic acid, etc. The commonly used retarding agent includes tartaric acid (potassium , sodium), citric acid , the amount of mixture can be determined by test;
3) The range of water-lime ratio of this cement is wide, when the ratio is high, coagulation time , strength and micro expansive performance will be affected ,therefore suitable ratio of water and lime should be decided according to the specific condition of the project;
4) Aluminate sulfate reacts with water quickly , when concrete mixing with mortar,water must be put into it once , and additional adding of water is not allowed;
5) The cement when being mixed with water , has strong viscosity, must be vibrated mechanically to avoid honeycombs and holes;
6) Concretes poured by this cement should be cured carefully , after pouring ,immediately cover it with water-sucking materials such as damp straw bags to keep its surface damp,and curing for 24 hours. Even already in operation, it still needs damp maintaining in 1-3 days,and preventing from insolation of the sun.
7) Not allowed to be used with silicate cement or other brands of cement, can not be used with unhardened silicate cement but can be used with hardened silicate cement concrete;

 
 
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