一、基本組成及性能
UWB水下不分散混凝土絮凝劑是由水溶性高分子聚合物、表面活性物質(zhì)等復(fù)合而成的粉末狀砼外加劑,具有很強的抗分散性和較好的流動性,實現(xiàn)水下混凝土的自流平、自密實,抑制水下施工時水泥和骨料分散,并且不污染施工水域。加入UWB的水下砼,在水中落差0.3~0.5m時,其抗壓強度可達同樣配比時陸上混凝土強度的70%以上。
采用表1配合比時水下砼在水中0.4m落差時性能如表2、表3所示:
表1 混凝土配合比 | |||||||||||||||||||||
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表2 混凝土性能指標 | ||||||||||||||
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表3 混凝土強度指標 | ||||||||||||||
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名 稱 |
UWB 普通型 |
UWB 早強型 |
UWB 泵送型 |
UWB 低發(fā)熱型 |
UWB 高性能型 |
摻量(占用水泥用量),% |
2~5 |
2.5 |
2.5 |
2~2.5 |
2.5~3 |
pH值 |
<10 |
<10 |
<10 |
<10 |
<10 |
懸浮物,mg/L |
<120 |
<100 |
<100 |
<120 |
<80 |
含氣量,% |
<5.0 |
<5.0 |
<5.0 |
<5.0 |
<4.0 |
凍融循環(huán),d |
≥250 |
≥250 |
≥300 |
≥300 |
≥350 |
抗?jié)B標號,MPa |
>4.0 |
>4.0 |
>4.0 |
>4.0 |
>4.0 |
坍落度,cm |
≥18 |
≥18 |
≥23 |
≥20 |
≥22 |
初擴度,mm |
≥380 |
≥380 |
≥450 |
≥400 |
≥450 |
初凝時間,h |
>5 |
>3 |
>5 |
>8 |
>4 |
終凝時間,h |
<30 |
<20 |
<30 |
<36 |
<24 |
7d抗折強度,MPa |
≥2.5 |
≥2.5 |
≥2.5 |
≥2.5 |
≥3 |
28d抗折強度,MPa |
≥3.5 |
≥3.5 |
≥3.5 |
≥3.5 |
≥4.5 |
7d抗壓強度,MPa |
≥14 |
≥19 |
≥15 |
≥15 |
≥22 |
28d抗壓強度,MPa |
≥20 |
≥25 |
≥25 |
≥25 |
≥30 |
7d水陸強度比,% |
>72 |
>80 |
>75 |
>75 |
>82 |
28d水陸強度比,% |
>78 |
>84 |
>80 |
>80 |
>88 |
UWB水下不分散混凝土同常規(guī)水下混凝土相比較,大大地簡化了施工工藝,使混凝土水下施工陸地化,并在很大程度上降低了施工的風(fēng)險性,降低綜合成本20%以上,縮短工期約30%以上,并且該項技術(shù)還可使以往無法施工的水下薄壁、窄小和異型等特殊結(jié)構(gòu)得以實現(xiàn)。
1、UWB砼具有優(yōu)良的水中抗分散性,在水中落下時不分散、不離析,水泥很少流失,不污染環(huán)境。
2、UWB砼具有良好的流動性,水中澆注能自流平、自密實,無需水下震搗,簡化了水下施工工藝。
3、可根據(jù)水下工程的需要配制C15~C40水下不分散混凝土,以滿足不同施工性能的要求。
4、坍落度可達18~24cm,不泌水,不離析。
5、初凝5~40h,終凝10~50h,凝結(jié)時間可調(diào)。
6、抗?jié)B可達S20以上,抗蝕系數(shù)不小于0.85。
7、同其它外加劑有較好的匹配性,摻加引氣劑可配制D300抗凍融混凝土。
8、對鋼筋無銹蝕,不污染施工水域,經(jīng)衛(wèi)生部門檢驗,絮凝劑無毒害,可用于飲用水工程。
水下不分散混凝土質(zhì)量指標見表4。
表4 水下不分散混凝土質(zhì)量指標 | |||||||||||||||||||||||||||||||||||||||
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1、適用范圍
適用于各種水下澆注的混凝土工程。
UWB絮凝劑可用于沉井封底、圍堰、沉箱、拋石灌漿、水下連續(xù)墻澆注、水下基礎(chǔ)的找平、填充,RC板等水下大面積無施工縫工程,大口徑灌注樁、碼頭、大壩,水庫修補,排水口防水沖擊補強底板、水下承臺、海堤護岸、護坡,封樁堵漏以及普通混凝土較難施工的水下工程。
UWB水下砼不受水深、施工面、混凝土量的限制(已施工過最深37.8m,砼量從幾方到幾千方的各種水下工程。潮汐段混凝土施工時,也不受潮水的影響。
2、應(yīng)用領(lǐng)域
UWB普通型 |
適用于一般無特殊要求的水下工程。 |
UWB早強型 |
適用于潮差地段、水流較大以及救災(zāi)搶險等需要混凝土快硬早強的水下工程。此種類型的絮凝劑3d強度可達10MPa以上,并可根據(jù)實際情況調(diào)整凝結(jié)時間,最快可使混凝土在45min左右初凝,使混凝土抗沖刷力增強。 |
UWB泵送型 |
適用于要求混凝土具有較大流動性,流動性損失較小以及長距離輸送的可泵送水下混凝土。 |
UWB低發(fā)熱型 |
適用于大體積水下混凝土澆筑,水下構(gòu)件的連續(xù)澆筑。此種類型的水下混凝土能有效的降低水泥的水化熱,提高水下混凝土的耐久性。 |
UWB高性能型 |
適用于水下落差大、強度要求高。水流速度快等重要水下工程。注:根據(jù)不同水下施工情況,我公司還研制出UWB復(fù)配型絮凝劑,它的特點是根據(jù)當?shù)厮鹿こ痰膶嶋H情況,加以調(diào)整絮凝劑中各種單組分的用量;以滿足工程需要。 |
(1)本品為固體粉劑,摻量1.0~3.0%(占水泥干粉重量),宜采用同摻法,與水泥、砂石同時加入強制式攪拌機。
(2)攪拌機應(yīng)采用強制式攪拌機,攪拌時間一般為3min。若采用自落式攪拌機,攪拌時間應(yīng)延長1倍。
(3)在采用導(dǎo)管、泵等傳統(tǒng)水下施工機具時,UWB可采用1.5~2.0%的低摻量;在采用吊罐、溜槽等陸地施工設(shè)備,即混凝土在水中有落差時,直采剛2.0~3.0%的高摻量,其他情況可根據(jù)砼在水中,落差適量增減,一般推薦為2.0~2.5%。
(4)封樁宜采用2.0~3.0%的高摻量,樁身采用1.0~1.5%的低摻量可防止斷樁。
(5)本產(chǎn)品正常情況下凝結(jié)時間隨摻量增加而延長,若需要可配合調(diào)凝劑使用。
(6)優(yōu)先采用525#普硅水泥,無貨源時可采用425#普硅水泥代替,砼在水下有落差時水泥用量一般不應(yīng)低于380kg/m3。
(7)水下砼摻加摻合料時(礦渣或粉煤灰)泵送性能可得到明顯改善。
(8)混凝土配比宜采用中砂,推薦砂率38~43%,石子級配一般采用5~25mm范圍,最大粒徑不超過40mm。
(9)可采用導(dǎo)管、泵等水下施工機具連續(xù)施工,也可采用開口吊罐、溜槽、手推車等機具斷續(xù)供料施工。
(10)施工環(huán)境原則上要求靜水狀態(tài),砼落差小于0.5m。
4、使用情況
UWB絮凝劑于1988年通過石油部鑒定,結(jié)論為“填補國內(nèi)空白”、“達到同期國際先進水平”。同年獲國家發(fā)明專利,1991年國家科技成果,國家級新產(chǎn)品,92年建設(shè)部科技成果重點推廣項目,94年另一類型SCR絮凝劑又獲國家專利:在使用中先后榮獲全國施工企業(yè)技術(shù)進步優(yōu)秀項目獎,石油總公司科技進步二等獎,天津建筑學(xué)會優(yōu)秀論文等獎項。已在長江、黃河、鴨綠江、松花江、錢塘江、黃海、渤海、南海數(shù)百個水下工程中得到應(yīng)用,混凝土用量近10萬m3,施工水深從0.5m到38m,效果良好,水下混凝土工程綜合成本降低20~30%。水下混凝土澆注工期縮短30%以上,取得了明顯的技術(shù)經(jīng)濟效益。
5、部分工程實例
深圳媽灣電廠特種煤碼頭 遼寧鐵嶺電廠特大沉井封底
福建蒲田排洪閘護坦修復(fù) 豐準線黃河特大橋圍堰工程
武漢長江三橋沉井封底 上海600噸龍門吊水下承臺
中衛(wèi)黃河大橋低樁承臺 大港油田張巨河人工島
勝利油田大口徑灌注樁 南沙某軍事人工島
大連、青島碼頭修補 鴨綠江護岸工程
南京長江取水口 錢塘江大堤加固
蓮花港大橋橋墩基礎(chǔ) 重慶汽車站鉆孔樁基礎(chǔ)封底
五、包裝及儲存
1、包裝:本品采用內(nèi)襯塑料薄膜,外套牛皮紙編織袋,每袋25kg;
2、存放:在運輸和保存中應(yīng)注意防潮,貯存期一般為1年,不受潮可繼續(xù)使用。
[ 應(yīng)用實例 1]
絮凝劑在水下不分散混凝土中的應(yīng)用
一、試驗材料
水泥: PO42.5 水泥,細度 3500 ㎝ 2 /g , 28d 抗壓強度 48.6MPa ;
砂:Ⅱ區(qū)中砂,細度模數(shù) 2.8 ,含泥量 2.7% ;
石子:石灰?guī)r碎石,粒徑 5 ~ 20 ㎜,連續(xù)級配,含泥量 0.4% ;
外加劑:絮凝劑;
水:自來水
二、混凝土配比
水泥 430 ㎏ /m 3 ,砂率 40% ,絮凝劑摻量 2.5% ( C × % ),流動性控制:塌落度大于 22 ㎝,塌擴度 40 ~ 50 ㎝。
三、試驗結(jié)果與分析
表 1 攪拌時間對水下不分散混凝土流動性能的影響
混凝土塌擴度值,㎝ | |||||||
45s |
60s |
75s |
90s |
105s |
120s |
150s |
180s |
41 |
44 |
47 |
47 |
48 |
47 |
48 |
47 |
從表 1 可以看出,絮凝劑配制的混凝土,攪拌時間在 75s 時,塌擴度值基本趨于穩(wěn)定。
繼續(xù)對不同攪拌時間下的水下不分散混凝土體系的抗分散性進行研究,結(jié)果見表 2 :
表 2 攪拌時間對水下不分散混凝土抗分散性能的影響
自由落下時混凝土環(huán)境水的 pH 值 | |||||||
45s |
60s |
75s |
90s |
105s |
120s |
150s |
180s |
— |
— |
8.5 |
8.5 |
8.5 |
8.5 |
8 |
8.5 |
從表 2 可以看出,絮凝劑配制的混凝土,攪拌時間在 75s 時抗分散性能基本趨于穩(wěn)定。
綜合表 1 表 2 數(shù)據(jù)可以看出,當流動性穩(wěn)定時,抗分散性能同樣穩(wěn)定。絮凝劑配制的混凝土需攪拌 75s 以上。
表 3 絮凝劑配制的水下不分散混凝土水陸強度比
7d 強度, MPa |
28d 強度, MPa |
水陸強度比, % | |||
水下 |
陸上 |
水下 |
陸上 |
7d |
28d |
22.8 |
31.7 |
31.3 |
36.8 |
79 |
85 |
從表 3 可以看出,絮凝劑配制的水下不分散混凝土 7d 水陸強度比達到 0.79 , 28 天水路強度比達到 0.85 。
首先采用了泵送劑對流動性損失的測定方法進行了比較,結(jié)果見表 4 :
表 4 絮凝劑配制的水下不分散混凝土流動性靜態(tài)損失
塌擴度,㎝ | ||||
初始 |
0.5h |
1h |
1.5h |
2h |
47 × 49 |
46 × 49 |
48 × 48 |
47 × 48 |
45 × 46 |
從表 4 可以看出,采用泵送劑標準(認為是在靜停狀態(tài)下)測定流動性損失時,絮凝劑水下不分散混凝土 2h 以內(nèi)還能保持 45 ㎝以上的塌擴度。
模擬混凝土泵車進行動態(tài)攪拌,流動性損失見表 5
表 5 絮凝劑配制的水下不分散混凝土流動性動態(tài)損失
塌擴度,㎝ | ||||
初始 |
0.5h |
1h |
1.5h |
2h |
47 × 49 |
46 × 49 |
48 × 48 |
47 × 48 |
46 × 47 |
從表 5 可以看出,在動態(tài)情況下,絮凝劑配制的水下不分散混凝土 2h 流動性基本無損失。
通過對流動性損失的研究,絮凝劑由于流動性靜停或動態(tài)的損失都很小,可以適用于各種工藝。
表 6 不同的膠結(jié)料用量水下不分散混凝土物理力學(xué)性能
膠結(jié)料量㎏ /m 3 |
水下強度( MPa ) |
水上強度( MPa ) |
水陸強度比 |
W/C | |||
R 7 |
R 28 |
R 7 |
R 28 |
7 天 |
28 天 | ||
400 |
18.0 |
27.8 |
23.1 |
31.6 |
0.78 |
0.88 |
0.53 |
430 |
21.5 |
32.0 |
27.2 |
36.8 |
0.79 |
0.87 |
0.49 |
450 |
23.4 |
33.5 |
27.9 |
37.2 |
0.84 |
0.90 |
0.48 |
480 |
23.6 |
36.1 |
28.4 |
41.0 |
0.83 |
0.88 |
0.47 |
四、結(jié)論
絮凝劑正常摻量可控制在 2.0% ~ 3.0% 范圍。配制的水下不分散混凝土攪拌時間控制 75s 即可滿足要求;其塌擴度能保持 2h 基本不損失??狗稚⑿阅苊黠@提高, 28d 水陸強度比可達到 85% 以上。在水泥用量 400 ~ 480 ㎏ /m 3 之間時即可滿足 20 ~ 30MPa 的水下混凝土設(shè)計強度要求。
Special Construction Material
Non-dispersible Underwater Concrete Admixture
Introduction
Dewater of hydraulic structures for construction and repair is difficult and expensive. In recent years, as concrete structures in harbor, bridge, and marine construction has become larger in the scale, the need for non-dispersible (or antiwashout) underwater concretes (UWB) to assure correct underwater placement has been increasing.
Non-dispersible Under-Water Concrete (UWB ) can be placed and self-leveled and self-compacted at any place under water. It is mainly a special admixture called flocculent made the underwater concrete, which are composed of water-soluble high polymers, inorganic mineral powders, superplasticizers and other admixtures .The following effects are produced when the UWB flocculent is used in Concrete:
[1]. Cohesiveness, mobility and self-leveling characteristics are increased. No pollution in water.
[2]. High plasticity and suitable viscosity, and self-compacting in water.
[3]. When the concrete is allowed to free-fall through water,there is hardly any segregation. No bleeding
[4]. Retardation in setting and less change in flow with time when placed in water
[5]. Good bond with old concrete and less strength loss in water.
Application of the UWB flocculent
( 1 ) Antiwashout
The major requirements for the UWB are antiwashout or segregation resistance, flowability, self-leveling ability and bleeding control. The UWB concrete are produced by the addition of polymeric admixtures, namely flocculent or antiwashout admixtures, at ratios of 1.0 to 3.0% by weight of cement in the mix during the mixing of ordinary cement concrete.
By using the polymer admixture, the ordinary concrete, which can't resist water washing, can be changed into the non-dispersible underwater concrete, which has very well workability and very high anti-washing ability. The UWB concrete is now an essential part of diversity and great reliability of underwater civil engineering wor k.
( 2 ) Pumping property
Non-dispersible concrete can be pumped easily, this is realized by adjusting the slump flow of the fresh concrete. Generally, 200m is the pumping distance.
( 3 ) Save the construction cost
Non-dispersible concrete can be poured into water filled form without a tremie pipe to produce dense structural repairs. This type of material has particular advantages over conventional concrete both in terms of the quality of the repairs produced and the reduction in placement cost associated plant and diver manpower requirements.
Application areas
In a word, the applications of the UWB concrete are outline below:
• Gap filling work, taking advantages of its flow properties;
• High-quality underwater concrete, particularly where material segregation is a concern;
• Construction work where particular attention must be paid to the prevention of water pollution;
• Underwater reinforced concrete structures;
• Corrosion-protecting linings for steel pipe piles and steel sheet piles;
• Consolidation of stones and ruffle mounds;
• Disaster recovery work, repairs, and reinforcement work.
Market and Benefit
Non-dispersible(antiwashout) underwater concrete is quite different in concept from conventional concrete. Many real construction projects showed that the effect of this concrete is not only to greatly improve the reliability of concrete placed under water (both fresh and salt water), but it has remarkable effects on environmental preservation in the construction area; fish can even observe the work.
Substantial advances have been made in underwater concrete technology with our nearly 20 years experience in this field. The development of better understanding of material properties and mix proportioning practices affect the performance of underwater concrete. Generally, using UWB technology can save the comprehensive cost 20% or more.
Items on technical service in place
1.Technical data
No. |
Test Items |
Specification |
Test Result | ||
Regular Type |
Retarder Type | ||||
1 |
Bleeding Rate % |
<0.5 |
<0.5 |
0.1 | |
2 |
Air Content % |
<4.5 |
<4.5 |
3.0 | |
3 |
Loss of Slump |
30min |
<3.0 |
<3.0 |
0.5 |
120min |
<3.0 |
0.5 | |||
4 |
Cement Segregation in water |
Turbidity |
<50 |
<50 |
2 |
PH |
<12 |
<12 |
11.1 | ||
5 |
Setting Time |
Ini. |
>5hr |
>12hr |
15hr10min |
Fin. |
<24hr |
<36hr |
22hr05min | ||
6 |
Strength Ratio of concrete in water and in air % |
7d |
>60 |
>60 |
63 |
28d |
>70 |
>70 |
76 |
2 、 MUHU is dedicated to researching, developing and producing various cconcrete additives, and providing relevant technical services.
3 、 If our UWB admixture was used, We will responsible for technical service in place. We can solve various problems with the builders and owner of the construction project together according to the requirement of concrete compressive strength, water cement ratio, pump placing and slump retention and the filed circumstances.
Appearance, Packaging, Handle and Storage
Appearance
UWB flocculent or antiwashout admixtures, is solid and stable powder, packed into sacks which are made of kraft with plastic film liner. Net weight of each sack is 25.0 ± 0.2kg .
Packaging and Handling
Care should be taken during handling operation in order to avoid damage and rain-drenched. Protect from physical damage. Handle with care and do not open toughly in order to avoid dust.
Storage
The products should be stored in a suitable dry building. Around 2 years of storage period is recommended for these products. For storage periods in excess of 2 year, the products should be retested prior to use. Store in a cool, dry, ventilated area away from sources of heat, moisture and incompatibilities.
Disposal Considerations
Whatever cannot be saved for recovery or recycling should be managed in an appropriate and approved waste facility. This material may exhibit one or more characteristics of a hazardous waste and require appropriate analysis to determine specific disposal requirements. Processing, use or contamination of this product may change the waste management options. State and local disposal regulations may differ from federal disposal regulations. Dispose of container or sacks and unused contents is in accordance with federal, state and local requirements.