新拌混凝土 的英文怎麼說

中文拼音 [xīnbànhúnníng]
新拌混凝土 英文
fresh concrete
  • : Ⅰ形容詞1 (剛出現的或剛經驗到的) new; fresh; novel; up to date 2 (沒有用過的) unused; new 3 (...
  • : 動詞(攙和) stir and mix
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. It is very important to choose a proper mix technology to make pumice concrete

    配製工藝要求必須適當處理好骨料的早期吸水對新拌混凝土性能的影響。
  2. Being lightweight aggregate, the chemical mineral constituents and physical mechanics properties of lytag are analyzed. meanwhile properties of haydite concrete using lytag as coarse aggregate are also studied. the influences on lightweight concrete qualities by introducing wollastonite and chemical admixtures are researched which proves the important roles of wollastonite and admixtures in construction of concrete platforms

    分析了作為輕骨料的粉煤灰陶粒的化學、礦物成分和物理力學性能以及用它作為粗骨料配製出的輕質的各項特性;研究了摻入硅灰和減水劑等外加劑對的強度、耐久性和新拌混凝土可工作性的影響;說明了硅灰和化學外加劑在海洋平臺施工中不可或缺的作用。
  3. Concrete, mortar and grout admixtures. measurement of the percentage of entrained air in fresh concrete using an air meter

    砂漿和灰漿添加劑.氣量計測定新拌混凝土內封閉空氣的百分比
  4. 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的物理力學性能及耐久性能。
  5. Testing concrete - method for determination of density of partially compacted semi - dry fresh concrete

    試驗.第129部分:部分壓實半干新拌混凝土稠密度的測定方法
  6. San wa seng concrete ltd

    華成預有限公司
  7. Standards for fresh concrete

    新拌混凝土標準
  8. Standard test method for air content of freshly mixed concrete by the pressure method

    用壓力法測定中空氣含量的標準試驗方法
  9. 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 )單方水泥用量一定時,較低水灰比和較高水灰比對應的合物不易開裂,而中間某一臨界水灰比對應的合物開裂較嚴重,這一臨界水灰比為0 . 5 ;單方水用量或水泥漿量一定時,合物的塑性開裂趨勢與上述情況相似,但臨界水灰比分別為0 . 45 - 0 . 4和0 . 4 。
  10. The electrical resistivity curves of fresh concrete have the same developing tendency. they can all be divided into three stages : dissolving period, competition period and setting and hardening period

    新拌混凝土的電阻率曲線具有相同的發展趨勢,都可以劃分為三個階段:溶解階段、競爭階段和結硬化階段。
  11. Method of test for variability of freshly mixed concrete by measuring mortar and coarse aggregate contents

    通過測量灰漿和粗骨料含量測定新拌混凝土變化性的試驗方法
  12. At the same time, the non - contacting electrical measurement device is used to monitor the electrical property of fresh concrete

    同時利用無電極電阻率測定儀來研究新拌混凝土的電學性能。
  13. To assure the workability such as fluidity, ability of filling, ability of resistance to segregation of the fresh self - compacting concrete, numerous tests have been done

    進行了大量的優化配合比的試驗,使新拌混凝土具有更優良的流動性、填充性和抗分離性。
  14. Studying surface tension of different concrete additives is helpful for additive choice in application and critical micelle concentration ( cmc ) is reference for the proper dosage of additives

    中摻入適量的ns 、 pn或ss可以降低新拌混凝土的振動粘度系數。
  15. The borderline w / b ratio for fly ash and silica fume concrete is about 0. 36 and 0. 4, respectively. 5 ) polypropylene fiber can make them quite effective in the suppression and stabilization of microcracks in fresh concrete matrix

    7 )在室外太陽輻射、 8m / s風速條件下,新拌混凝土的塑性開裂與水灰比有關,水灰比界限約為0 . 4 。
  16. Study on workability - design of fresh concrete was carried out by introducing coefficient of filling - voids of mortar ( cfvm ), where cfvm was the ratio of voids content of densely packed coarse aggregates to the volume of mortar in concrete

    新拌混凝土工作性設計中引入了砂漿填充系數c _ ( fvm )的概念, c _ ( fvm )是中砂漿體積與粗集料振動密實空隙體積的比值。
  17. Workability - design of fresh concrete was studied from rheology aspect. mortar slump flow test was further developed to evaluate properties of water - reducers and compatibility between cement and water - reducer for mortar. a method for measuring water absorbed by coarse aggregate in fresh concrete was put forward

    從流變學角度對新拌混凝土工作性進行了以下研究:進一步完善了砂漿坍落擴展度試驗方法,用於測評砂漿中減水劑飽和摻量及水泥對外加劑的適應性。
  18. There was a borderline w / b ratio, above which concretes containing fly ash or silica fume were more sensitive to plastic shrinkage cracking than that of concretes without fly ash or silica fume, and below which fly ash or silica fume high performance concretes can restrain the plastic shrinkage cracking

    6 )在室內控制環境條件下,降低環境溫度、風速以及提高相對濕度均可減少新拌混凝土水分蒸發速率,從而減少塑性收縮裂縫。相比之下,提高環境相對濕度對減少水分蒸發和裂縫更為明顯。
  19. Experimental results indicated that the polypropylene fiber can improve the workability of concrete availably, and can increase the presentation quality of structures with the voids and pits decreased ; the cracks of beam are controlled effectively, the width and length of crack decreased, the dispersibility of crack in beam face improved, and the ductility of beam increased ; and the cracking load of reinforced concrete beam is increased, the amplify up to about 30 %, simultaneity the ultimate bear capacity increased

    試驗研究表明,使用聚丙烯纖維后,能有效改善新拌混凝土的和易性,並能增強構件的外觀質量,減少構件表面蜂窩、麻面、氣孔、細小裂紋等;同時,在破壞試驗過程中發現梁的裂縫能得到有效控制,裂縫寬度減小,裂縫的發展高度降低,裂縫的條數增加,提高了梁截面的裂縫分散能力,增強了梁中的韌性;提高了鋼筋梁的開裂荷載,幅度可達30左右,增強了結構的延性,提高了結構的抗裂性能和屈服荷載。
  20. Saturation dosages of two plasticizers in concretes were measured by bar - slump test. a mathematic model for calculating saturation dosage of plasticizer in concrete from which in mortar was found out by taking adsorption of coarse aggregate into account

    建立了粗集料在新拌混凝土中吸附水率的測試方法,與改進的障礙坍落度試驗方法相結合,提出了從砂漿到的減水劑飽和摻量數學模型。
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