水泥漿量 的英文怎麼說

中文拼音 [shuǐjiāngliáng]
水泥漿量 英文
cement slurry volume
  • : 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...
  • 漿 : 漿同「糨」
  • : 量動1. (度量) measure 2. (估量) estimate; size up
  • 泥漿 : slurry; mud
  1. The result shows that blended cement mixed with activatory coal gangue powder has high compressive strength, however, with the increase of the admixture of coal gangue powder, flowability of blended cement paste become worse, and the setting time is not obviously affected

    結果表明,摻入經活化處理的煤矸石粉配製的混合具有較好的強度性能;隨摻增加,漿體的流變性能變差,但對凝結時間並無明顯影響。
  2. From 1956 to now, the exploration of this area has gone through three stages, over 40 years. the drilling with brine mud and the bad quality have caused the difficulty of gas and water identification, which lead to miss of gas reservoir in logging interpretation

    自1956年工區勘探至今,經歷了三個階段40餘年,但由於氣田多採用鹽漿鉆井,加之測井資料質較差,造成氣、層識別困難,大氣層在測井解釋中遺漏。
  3. In this paper, the early hydration processes of cement pastes including various contents of coal stone were studied by alternating current impedance spectroscopy

    摘要採用交流阻抗譜方法對摻加不同煤矸石的漿體的早期化過程進行了研究。
  4. It was shown that resistance of pore solution ( r ) and resistance of electrochemistry reaction ( ret ) increased with the prolongation of hydration ages but r decreased with the augment of coal stone. can indirectly reflect the hydration degree of cement pastes

    研究結果表明,孔溶液電阻隨著化齡期的延長而增大,但隨著煤矸石摻的增大而減小;電化學反應電阻隨著化齡期的延長而增大,且可以間接地反映漿體的化程度;分形維數值隨著化齡期的延長而減小,但隨著煤矸石摻的增大而增大。
  5. Moreover, the main components of h mineral admixture is procured from industry waste, and its " production procedure is simple, so its " production cost is very low. the most tightness pile up theory and rheology is successfully applied in the designation of self - compacting concrete, and the factors such as sand rate, aggregate grading, paste content and mineral admixtures are been studied. under the guidance of mix design theory and on the basis of mass experiments, c20 - c80 high performance self - compacting concrete is been produced

    將最緊密堆積原理和流變學原理相結合,運用於免振搗混凝土配合比設計之中,系統地研究了砂率、集料級配、水泥漿量、礦物摻合料等因素對免振搗混凝土物理力學性能、工作性能、耐久性能的影響,成功配製出從c20 - c80及以上強度等級的高性能免振搗混凝土。
  6. The results of research work show that the values of sand rate, aggregate grading, paste content and mineral admixtures control the degree of tightness pile up and the workability of fresh concrete, furthermore, they determined the mechanics performance and the durability of self - compacting concrete

    研究表明,砂率、集料級配、水泥漿量、礦物摻合料等因素的取值決定了免振搗混凝土的緊密堆積程度及新拌混凝土的工作性能,從而進一步決定了免振搗混凝土的物理力學性能及耐久性能。
  7. Adhesives and grouts for tiles - determination of shrinkage

    地磚用膠粘劑和漿.收縮的測定
  8. The strengths of high volume fly ash mortars of different curing time, which are mixed with two kinds of low - quality fly ash, and different kinds and quantities of activators, are examined. and the ph values of their fly ash mortars are examined. the activation mechanism of fly ash and the factors influencing " enhancing - calcium " are analyzed and discussed

    測定了由兩種級粉煤灰配製的高摻粉煤灰漿體在不同的激發劑種類與摻情況下各相應齡期的抗折、抗壓強度,並對其中幾種粉煤灰漿體各相應齡期的ph值進行測試,對粉煤灰活化機理和影響粉煤灰「增鈣」的因素進行分析與探討。
  9. The addition of aluminum sulfate caused the chemical shrinkage of cement mortar to reduce a little, but induced net plasma self - shrinkage to grow into expansion. that reason was that ettringite was produced by reaction between aluminum sulfate and hydration products

    硫酸鋁摻入中,可以使漿的化學收縮有少的減少,但可以使漿的自收縮改變為膨脹效應,這是因為其與化的生成物反應生成了鈣礬石。
  10. With the retrospection of the developing course of the bored pile foundation and combining with my practical experience, the paper expatiates upon the design principle of percent of fit of the stone - fill grouted concrete and the main factors of the influence strength target, and the final pile technique introduction of the hollow pile of the stone - fill grouted concrete and the precast prestressed concrete ; baesd on the theory of slurry hydraulics, empirical calculation formulas of the radis and height of diffuse slurry are deduced in this paper ; it analyzes the test pile materials of the hollow pile foundation, such as luoyang yi river bridge and dangwang jian river bridge ; the new technique of the hollow pile, which provides the generalization and application with base materials, expounds its feasibilities, adaptabilities and economy

    本文通過綜合分析國內外鉆孔樁基礎的發展歷程及研究現狀,重點討論了填石壓漿混凝土空心樁、預制預應力混凝土空心樁的成樁工藝、填石壓漿混凝土的配合比設計原理及影響強度指標的主要因素;根據漿力學原理,導得了考慮各種因素的漿液在預填骨料中的流動影響半徑和上升高度;結合河南省洛陽伊河大橋、黨灣澗河大橋工程實踐,討論了填石壓漿混凝土空心樁基礎的質檢測方法及標準;並在此基礎上,深入分析了樁側、樁端承載能力,提出了填石壓漿混凝土空心樁的設計計算理論和方法。最後,論證了空心樁新工藝的可行性、適應性、經濟性,為大力推廣應用空心樁新技術提供了可靠的技術資料。
  11. In the paper the effects of the made parameters, the main materials and environmental conditions on plastic shrinkage cracking were investigated. it can be concluded as following : 1 ) there was a critical w / c ratio of maximum plastic shrinkage cracking between lower and higher w / c ratio of concrete mixtures made with the same cement content per cubic meter, concretes with lower or higher w / c ratio being less prone to plastic shrinkage cracking and the w / c critical ratio critical of maximum plastic shrinkage cracking being about 0. 5

    本文研究了配製參數、主要原材料以及環境條件對新拌混凝土塑性收縮裂縫的影響,結果表明: 1 )單方混凝土一定時,較低灰比和較高灰比對應的混凝土拌合物不易開裂,而中間某一臨界灰比對應的混凝土拌合物開裂較嚴重,這一臨界灰比為0 . 5 ;單方混凝土水泥漿量一定時,混凝土拌合物的塑性開裂趨勢與上述情況相似,但臨界灰比分別為0 . 45 - 0 . 4和0 . 4 。
  12. In order to study the direct relation between oil - base drilling fluid performance and cement job quality, a new developed evaluation method ( artificial core method ) was adopted ; the effects of the oil - base drilling fluid system and its main components on the shear cementing strengths of the first and second interfaces in cementing operation were investigated ; and those of the different mix slurry ratios on the gel strength, initial set time, final set time of slurry and the compressive strength of bond cement were examined too

    摘要為了研究油基鉆井液性能和固井質之間的直接關系,採用新建立的評價方法人工巖心法,考察了油基鉆井液體系及其主要組分對固井作業中第一、第二界面剪切膠結強度的影響規律,以及不同混漿比例下對漿膠凝強度、初凝時間、終凝時間和石抗壓強度的影響規律。
  13. The expansive characteristics of new mgo - based expansive materials and the compensating shrinkage of cement paste with high c3s content were investigated

    摘要主要研究了新型鎂質膨脹材料對高c3s含(質分數為64 . 4 % )漿體收縮的補償作用。
  14. Based on above, the characteristics of hydration hardening process and microstructure of hsc as well as the interfacial layer between cement paste and coarse aggregate are investigated under low water cement ratio, high content superplasticiser and with one kind or more than one kind of mineral materials condition, the reaction mechanisms of different mineral materials are also discussed

    研究了不同膠比、復合緩凝成分高效減劑及礦物摻合料的摻加方式、摻對高強混凝土漿化放熱過程和漿體的化熱、化放熱速率以及最高溫升的影響規律。探明了高強混凝土中漿體的化硬化過程、礦物摻合料之間的相互作用機理。
  15. Secondly, the theory is permate and extrude, and the globe spread theory, pill spread theory are analysised. the theory of the grouting belongs to filling, in order to reduce cement and money coal power is used

    用注漿法處理暗穴屬于充填注漿,為減少,降低工程造價可在漿液的成份之中加入一定的粉煤灰。
  16. Meanwhile, as the depth of grouting and the diffusion radius of the cement in grouting project can be shown by ground penetrating radar images, this technique can become a new non - destructive test technology in dyke and dam grouting projects of the water conservancy department

    同時,根據地質雷達影像特徵可探測灌漿工程的灌漿深度和漿擴散半徑,提出它可作為利部門堤壩灌漿工程質無損檢測的一種新的技術手段。
  17. The results show the order of influence on compression strength and dry density is expended pearl, flying ash and mortar plastic agent. the good component is expended pearl 135kg, flying ash 70kg, plastic agent 3 %, cement 290kg

    利用膨脹珍珠巖、粉煤灰、砂漿塑化劑研製的保溫砂漿,每耐各種材料用為膨脹珍珠巖135kg ,粉煤灰70kg ,砂漿塑化劑的3 % ,290kg 。
  18. The results indicate that the sort of walling material is the most important factor in bond capacity of mortar, the mixed quantity of polymer and mortar strength follows, and there is a remarkable increase in mortar bond strength when the mixed quantity of pvb and mc is 20 % ~ 30 % and 0. 05 % ~ 0. 1 % respectively

    結果表明:塊體類別是最主要的影響因素,其次是聚合物摻和砂漿強度;當聚乙烯醇縮丁醛和甲基纖維素的摻分別為的20 % ~ 30 %和0 . 05 % ~ 0 . 1 %時,可較大幅度提高砂漿的黏結強度。
  19. Mapping rheogram and analyzing thixotropy of fresh cement paste with different superplasticizers by measuring the rheologic parameters such as shearing stress 、 yield stress and plastic viscosity. using multi - channel isothermal calorimeter together with non - contacting electrical resistivity device, traditional hydration heat testingl and electrical resistivity testing were connected. using temperature - sensitive of traditional hydration heat model and structure - sensitive of structure formation model, instantaneous formation condition of paste structure was described exactly

    `採用多通道等溫熱儀以及無電極電阻率測定儀,將傳統的化熱測試與電阻率測試結合起來,運用化熱的熱敏感性與結構形成的結構敏感性,更加真實地描述了漿體初始結構的瞬時形成狀態;系統全面地研究了高效減劑對化過程的調控作用;運用微觀測試方法,深入探討了高效減劑對化過程的影響。
  20. For silt, the relationship between the strength of stabilized soils with various cement contents and the cement content was investigated experimentally, and the formula of cement contents for wrapping soil particle and filling pore during the structural formation of the stabilized soil was derived

    摘要以粉砂土為研究對象,對土抗壓強度與關系進行了試驗研究,推導了土結構形成過程中漿包裹土顆粒和填充孔隙所分別對應的理論計算公式。
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