早凝水泥 的英文怎麼說

中文拼音 [zǎoníngshuǐ]
早凝水泥 英文
early setting cement
  • : Ⅰ名詞1 (早晨) morning 2 (姓氏) a surname Ⅱ副詞(很久以前) long ago; as early as; for a long ...
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • 水泥 : cement; -lith
  1. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明,的品種和用量是影響混土收縮值的主要因素之一,當混土中用量超過470kg / m ~ 3時,混土的收縮值超過400 10 ~ ( - 6 ) ,在約束狀態下存在高開裂風險;採用細砂使混土單位用量顯著提高,收縮值也大幅增加;優質粉煤灰總體上能抑制混土的收縮,以超量方式摻入其抑制作用更加明顯,但粉煤灰混期的粘聚性較差,應注意養護,以免失產生龜裂;強減劑和緩劑都會使混土收縮值增加;膨脹劑只能補償混土部分收縮,同時受緩劑和粉煤灰的抑制,而且膨脹使混土的體積安定性增加了不確定因素,膨脹劑不是解決混土收縮裂縫的良方。
  2. The compatibility and harmony among workability, mechanical grade and durability are optimized, with the ground of adjusting composition and dosage of fd - 1 ; after analyzing anti - freezing damage mechanism, it is concluded that temperature is main factor, which affects structure and property of concrete. after two processes of temperature - elevation of hydration heat and temperature - descent of cold - environment, there is original damage in concrete and its existence leads to temperature fields, as results in temperature damage on transition phase > aggregate and cement mortar of concrete

    通過對負溫混期防凍分析研究認為,環境溫度對混土的結構形成及其性能的影響十分突出,化溫升和環境散熱降溫兩個過程導致混土結構內部產生不均勻溫度場,對過渡相、砂漿以及骨料都能產生不同程度的溫度損傷,產生內部溫差應力裂紋,初始損傷也是不可避免的。
  3. In this research, the high - fluidity and super high - early strength repairing concrete is prepared though experimental research on quick - repairing materials to cement concrete pavement. this concrete is provided with many properties such as satisfying early traffic opening, benefiting operation, cutting down labor consumption and securing interfacial bond strength

    本課題通過對土路面快速修補材料的實驗室研究,旨在研製高流動性超強修補混土,以滿足及開放交通、利於施工操作並降低勞動損耗、保證新老混土的粘結性。
  4. The pore of schsc is smaller and more homogeneous than that of nhsc. fourth, the contribution to concrete microstructure of the expanding agent is very little at early ages ; however it is obvious at late ages to a certain extent. fifth, for the contribution of the mixing content of fly ash is that the contribution to the degree of early age concrete hydration is obvious to some extent, and that the contribution to the shape of hydrate of concrete is obvious

    實驗研究表明:自密實混土由於粉煤灰的摻量較高,其期的化程度較低,但後期其細觀結構較普通混土好;自密實混土的骨料界面過渡區與石的差別始終較普通混土小,其孔隙較普通混土小而均勻;膨脹劑對自密實混期的細觀結構影響不大,但對後期的細觀結構有一定影響;粉煤灰摻量對自密實混土的化程度有一定影響,且其對自密實混化物的形態影響較大。
  5. The result of the research indicates that the high performance concrete produced with this type of cement is of higher early and post strength and the electric flux of the concrete is low

    研究結果表明,應用該配製的高性能混土均具有較高的期強度和後期強度,混土的電通量較低。
  6. The overall utilization of debris reaches 60 and production cost lowers with excellent social and economic benefits

    結時間、強性能及後期強度均達國標425的要求,廢渣總利用率達60 ,生產成本降低,具有良好的社會經濟效益。
  7. Through the research and analysis on the three aspects concerning the base interface of the pavement panel, crack accumulation, expansion in the pavement panel and interaction between spring plates on the road surface as well as its damage on the road fatigue, it is first brought forth that the process of fissures and breakage in the cement concrete pavement can be divided into three stages, i. e. stage of initial crack formation and damage in the bottom of the pavement slab, stage of accumulation, intensifying & expansion in ruptures from load during the time of use and stage of fissures & breakage in the pavement

    通過對路面板底界面開裂、路面板中裂縫積聚、擴展和路面表面車板相互作用及其對路面疲勞破壞的影響等三個層面的研究和分析,首次提出土路面的開裂和破壞過程可以分為三個階段,即路面板底初始損傷西南交通大學博士研究生學位論文第11頁和期裂縫的形成階段、使用期間荷載作用對路面造成的開裂損傷累計、加劇和裂縫擴展階段以及路面斷裂破壞階段。
  8. Due to high quantity and grade of cement, early shrinkage of super high strength & high performance concrete is larger than that of ordinary concrete

    超高強混土由於採用高用量和高標號,其期收縮明顯大於普通混土。
  9. By means of inquisition, the paper analyzes the causes of cement concrete pavement damage in earlier period, divides its damage into stages and analyzes the damage mechanism in theory, then puts forward relevant countermeasure for all stages. on base of these, by studying large quantity of experiments indoors combined testing road, the technique of pressing mortar under cement concrete plank and changing pavement plank, the material used to quickly repair pavement and system for draining off water are analyzed and researched in detail from principle to craft. at same tune, all kinds of repairing material and technique adaptable to cement concrete pavement are put forward

    本文通過對土路面破損的調查,分析了造成土路面期破損的原因;劃分了土破壞階段,對不同階段的破壞機理進行了理論分析,並相應的提出了各階段的維修養護對策;在此基礎上,通過大量的室內試驗並結合試驗路的研究,重點對土板底壓漿技術、土路面的換板技術、土路面的快速修補材料以及對土路面的排系統從技術、原理到材料工藝進行了詳細研究和理論分析,提出了適應各種土路面破壞的修補材料和修補技術;最後本文還對修築土路面提出了具有指導性的建議。
  10. As we all know, the hydration of concrete is a radiative process, which might lead to emergence of, cracks in the early age of concrete while the heat cumulated exhales. thus great disadvantage may be engendered as far as seepage prevention, erode resisting and the whole structure maintaining are concerned

    因為化作用是一個放熱的過程,它所產生的熱量在冷卻過程中可能導致期混土中溫度裂縫的出現,這對工結構的防滲、抗沖及保持結構的整體性是極為不利的。
  11. As one kind of the high - grade pavement, portland cement concrete ( pcc ) pavement has been widely used in china since 1980 ' s. however, the trouble of early structural distress in pccp is often come up

    土路面作為高級路面的主要形式之一,八十年代以後在我國得到了推廣使用,但使用中出現了期結構性損壞的問題。
  12. We have successfully developed, researched and produced concrete expansion agent, high performance water - reducing agent, pump - sending agent, quick - coagulating water - reducing agent, high performance concrete mixing material, green environmental senior inner wall putty, pcc spring concrete waterproof coating and so on. our series products have gained high fame among our clients after being put into market

    幾年來,經過我們的共同努力,我公司成功地開發研製生產了混土膨脹劑,高效減劑緩劑泵送劑強減劑高性能混土摻合料綠色環保型高級內墻膩子粉和pcc彈性塗料等20多個品種。
  13. Aminobenzenesulfonic acid super - plasticizer is selected though cement paste test, which be provided with high water - reducing property, low slump loss and good compatibility with cement. according to the request of super high early strength, admixture rf is obtained though tests to compare performances of different accelerators and admixtures. experimental research and analysis are carried out on coarse aggregate ' s grain - size effect and composite aggregate ' s bulk - density to take sensitivity of coarse aggregate into account

    通過凈漿試驗比較選擇了減率高、坍落度損失小、與適應性好的氨基苯磺酸鹽高效減劑;針對超強的性能要求,試驗比較了不同強劑及強性摻合料的性能表現,研製了強性能顯著、與高效減劑和相容性較好的rf摻合料;考慮到修補混土對粗集料粒徑的敏感性,對粗集料粒徑效應及混合集料堆積密度進行試驗研究與分析;並對修補混土的抗折、抗壓、新老界面粘結強度以及抗凍性等進行了試驗研究。
  14. Scientific researches are also carried out on preparing theory, material selection and constructing technics

    對超土的配製原理、形成機理和施工工藝等也進行了系統研究。
  15. Based on this system the cracking resistence of portland cement paste system was tested. also the effect of fly ash, slag, silica fume and admixtures on the cracking at early ages was studied

    本文對純硅酸鹽體系的抗裂性能進行了研究,同時試驗考察了粉煤灰、礦渣、硅灰和外加劑對膠體系期抗裂性能的影響。
  16. This text primarily discussed the test method that adapt to the specification and ability of cement - emulsified asphalt concrete, it recommended the test method and adding in proper order that the fit admixtrue corrects mstthus test furtherly, then, it brought up the best match of cement - emulsified asphalt concrete through the test, and explained the influence of heat stability with earlier period strength when adding a certain rate of cement into emulsified asphalt concrete, finally studied fisrt the strength of that material to become the principle with technique economy analysis

    本文主要是先討論了適合乳化瀝青混土材料性能特點的實驗方法,推薦了合適混合料進一步修正馬歇爾實驗的測試方法及加料順序,然後,通過該實驗提出了乳化瀝青的最佳配合比,並說明了在乳化瀝青混合料中加入一定比例后對乳化瀝青混合料高溫穩定性和期強度的影響,同時對一段舊路進行補強,摸索了該用材料施工路面的過程及方法,最後初步探討了該材料的強度形成機理和技術經濟分析。
  17. Ultra - thin whitetopping pavement is a recently developed, low - cost, effective, quickly and fairly simple rehabilitation technique in which a 50 to 100mm thick layer of high - early strength, fiber - reinforced concrete is placed over a milled surface of distressed asphalt concrete pavement

    超薄土( utw )路面是指在已嚴重惡化的舊瀝青路面銑刨后的表面鋪築一層50 100mm厚的高強、纖維增強混土形成的路面結構。
  18. Used for high fluidized, self - compaction pump concrete for pump house at the power station in bao shan steel mill

    適宜於配製強、高強混土、高抗滲混土、自密實混土、泵送混土以及配製與同標號的混土。
  19. Only when superplasticizer, admixture rf, early - hardening sulphoaluminate cement and aggregate of suitable size are used, high performance repairing concrete can be prepared with high - early strength and high fluidity and good interfacial bond property

    必須選用高效減劑、 rf摻合料、快硬硫鋁酸鹽、合適粒徑的骨料,才能配製出便於施工操作、期強度較高、新老界面粘結較好的混土修補材料。
  20. A study on cutting - volume computation of a pdc bit accounting for different cutting sequences

    凈漿電導的特徵及與結時間相關性的研究
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