混凝土流動性 的英文怎麼說

中文拼音 [húnníngliúdòngxìng]
混凝土流動性 英文
concrete flowability
  • : 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
  • : Ⅰ動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • 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...
  • 流動性 : flowability; fluxility; fluidity; mobility; liquidity; flow property流動性不足 liquidity shortage...
  • 流動 : 1. (液體或氣體移動) flow; run; circulate 2. (經常變換位置) going from place to place; on the move; mobile
  1. The results of research on the workability of hbc concrete show that hbc concrete, when compared with opc concrete, has excellent compatibility with superplasticizer, in terms of better initial fluidity, less slump loss, definite saturation point and less dosage at saturation point. in addition, good mineral admixture such as i class fly ash can obviously improve the workability of hbc concrete. moreover, hbc concrete exhibits more excellent workability under the condition of low w / c ratio, which indicates hbc is more suitable for making super high strength concrete whose w / c ratio is very low

    對高貝利特水泥高工作能的研究結果表明,高貝利特水泥與高效減水劑具有良好的適應,表現為初始度較大,經時損失較小,具有明顯的飽和點且飽和點摻量較小;此外,優質的礦物摻和料如一級粉煤灰能明顯改善hbc的工作能;更為突出的是hbc在低水膠比的情況下表現出更為優異的工作,這一特預示著高貝利特水泥更適宜配製水膠比很低的超高強
  2. The binders has supper fluidness 、 bonding capacity 、 water retentivity 、 filler properties, no segregation, no bleeding and supper mechanical properties after harden. it is one of high performance concrete. japanese have been researched self - compacting concrete from 1987, and used more than 1. 2millions litres

    其拌和物具有良好的、粘聚和保水,要求填充能優異,不離析、不泌水且硬化后具有良好的力學能,屬于高( high - performanceconcrete )的一種。
  3. Bitulith widely used in pavement of highway is of the characteristic of fluidity

    目前廣泛應用於公路路面建設的瀝青材料具有大的特徵。
  4. To avoid manual labor of chiseling - grossness, in the area of second - stage concrete construction, permanently non - removed metal molding boards nets are used as molding boards of first - stage concrete. substitution joints of reinforcing steel bars for traditional electric welding and usage of equipments for joints of reinforcing steel bars efficiently improve strength of junctions and rate of connecting reinforcing steel bars, and safety of construction and stability of quality, and greatly reduce cost. it ' s possible that three gorges project become top - ranking project in the world by study on systems engineering of high - strength concrete construction

    縫面處理採用高壓水沖毛技術,大大提高了施工工效,減少了倉面污染;模板工程大量採用定型鋼模板施工技術,提高了壩體成型質量和工程進度;在二期施工區域,為免除人工鑿毛勞強度,採用永久免拆金屬模板網作為一期模板;鋼筋連接改進傳統的電焊連接方式,採用大量採用鋼筋接頭機械連接技術,有效提高了接頭強度和鋼筋連接速度,施工安全大大加強,質量穩定有效提高,經濟成本大大降低;三峽二期工程持續高強度施工系統工程的研究,使三峽工程成為名符其實的「世界一工程」成為可能;三峽二期工程溫控綜合技術的應用,有效降低了壩體溫度的產生;表面處理及裂縫處理技術的應用,提高了建築物的整體和耐久
  5. Standard test method for flow of freshly mixed hydraulic cement concrete

    新拌水水泥混凝土流動性的標準試驗方法
  6. Thirdly, it simulated the pumping circuit & dividing circuit with the widely used software matlab / simulink. the displacement of the rod piston and the impact of hydraulic are analyzed in the different input flow ( frequency of pump ) and different reversing time. it found out the cause of hydraulic impact ( one - to - one incorrespondence between the response time of dividing circuit and the operation time of rod piston ), and gave some methods to weaken hydraulic impact. in the final part of the paper, the reliability of the theory analysis is further verified by the experiment of hydraulic system

    首先在變學原理的基礎上,深入分析在輸送管道內的狀態,得出泵的負載特方程;然後根據功率鍵合圖的建模方法,建立泵送迴路和分配迴路的數學模型,並運用模擬軟體matlab simulink對泵送和分配迴路模型進行了模擬,分析了在不同的輸入量(泵送頻率)和換向時間下,活塞桿的位移和系統的液壓沖擊情況,找到了引起液壓沖擊的根本原因(即分配迴路的響應時間(固定值)與活塞桿的運時間(變化值)不相匹配) ,並提出了相應的改進方法。
  7. 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

    本課題通過對水泥路面快速修補材料的實驗室研究,旨在研製高超早強修補,以滿足及早開放交通、利於施工操作並降低勞損耗、保證新老的粘結
  8. Based on the principles of designs of self - compacting and light aggregate concrete mix, sclc of lc30 - lc50 was developed by using absolute volume method. the main factors affecting the workability of sclc were studied by adopting the modified l - 800 fluidity instrument. the results indicate that the key techniques insuring good workability of sclc are about 30 % first - grade fly ash, about 50 % volume sand ratio, 2 % ~ 6 % dosages of silicon fume and compounded superplasticicizers with viscous ingredient

    採用改進l - 800儀,研究了影響lc40自密實輕骨料高工作的主要因素,結果表明:粉煤灰摻量保持30左右,硅灰摻量為2 6 ,體積砂率為50左右和摻加具有粘塑組分的復合高效減水劑是保證sclc拌合物具有較好工作的關鍵。
  9. But some problems with self - compacting concrete such as high slump loss and the difficulty of harmonizing the cohesiveness and the flowability should be solved. the theory of concrete mix design should also be perfected. in accordance with these problems, this thesis carry out such research works as follows to deal with them

    然而,免振搗特別是高強超高強免振搗坍落度損失大,粘聚難以統一以及易產生收縮裂紋的問題亟待解決;免振搗的配比設計理論也需要進一步地加以完善。
  10. Slump flow test, slump test, and box test were carried out to evaluate concrete flowability

    混凝土流動性方面則以坍度、坍度、箱型試驗等進行評估。
  11. In order to study the effect of sand ratio ( s / a ratio, fine aggregate volume / total aggregate volume ) on the elastic modulus of self - compacting concrete ( scc ), concretes with various s / a ratios were cast and tested

    摘要本研究主要探討含砂率( s / a ,細骨材體積/總骨材體積)對( scc )彈模數的影響。
  12. Polycarboxylate series high range water - reducing agents, which can provide concrete high fluidity, good retarding performance and low slump loss, have become more popular recently

    聚羧酸鹽系高效減水劑既具有較好的初始,又具有較好的保坍,日益成為外加劑領域研究的熱點。
  13. In this thesis, first, reasons and factors for the stability of loose rock dams were summarized according to the field surveys and certain expert ' s experiences. then, researches on block stability problems were reviewed, and according to the relationship between grain size and incipient velocity, it is found that the block weight is in direct proportion to 6 - 9 power of incipient velocity, and 50 % increase of the velocity will result in about 40 times change of the block weight. after that, experiments were conducted in a flume, focusing on the relationship between incipient velocity and some main factors including block weight, water depth over the dam, cross - section size, block material and river bed material

    本文首先根據散拋石壩損毀情況的現場調查資料,結合有關專家多年的整治經驗,總結出壩體的損毀原因及影響因素;對現有塊體穩定的研究成果進行回顧和總結,並針對散拋石壩的直接損毀現象,結合山區河的水、地形特點,利用塊體粒徑與起速的關系,提出塊體穩定重量與起速高次方成正比的概念,速50的增長可能導致塊體穩定重量接近40倍的變化;通過二維變坡水槽試驗,研究了壩體穩定的主要影響因素,包括塊體重量、壩頂水深、斷面尺寸、塊體材料(塊石和卵石兩種) 、護底等,結果表明對于山區河,試圖僅僅通過增加壩體單個塊體重量或斷面尺寸來提高壩體穩定效果甚微;最後,根據西部地區的自然、經濟、交通等條件,提出可以採用柔鉸鏈體等一類整體較好的護面層作為散拋石壩的防沖毀措施,以期取得良好的工程效果。
  14. 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空心樁、預制預應力空心樁的成樁工藝、填石壓漿的配合比設計原理及影響強度指標的主要因素;根據泥漿水力學原理,導得了考慮各種因素的水泥漿液在預填骨料中的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,討論了填石壓漿空心樁基礎的質量檢測方法及標準;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、適應、經濟,為大力推廣應用空心樁新技術提供了可靠的技術資料。
  15. Additions for concrete. water retention. method for measurement of fluidity by flowing with the " cone de marsh "

    添加料.水分保持. "瑪希錐"噴涌法測量
  16. Standard test method for slump flow of self - consolidating concrete

    固結混凝土流動性的標準試驗方法
  17. Using processed march cylinder, tapered circular mould, u - shaped instrument, l - shaped concrete fluidity instrument and some other testing instruments, and after research and study to physical and chemical property of various raw material. systematic tests have been carried out in respect of consistency between cement and additive, concrete fluidity, concrete filling - up - space and penetration capability and concrete anti - segregation property, basing on prudent and careful analysis to results of 34 - time tests a nd more than 500 data, and with utilization of combined additive, we finally conclude the proper mix design range for the self - densifying high performance concrete with ideal working performance at all respects

    通過加工的march筒、截錐形圓模、 u型儀、 l型儀等實驗儀器以及對各種原材料的物理及化學能展開詳盡的調查研究,進行了多種材料下的水泥與外加劑相容的填充和鋼筋通過的抗離析等系統試驗,在對34組試驗、 500多個數據的詳細認真分析的基礎上,利用復合后的外加劑,得出各項工作能均較佳的自密實所用原材料比例范圍。
  18. This paper deals with high fluid concrete in which high strength ceramsite made from shale was used as coarse aggregate. effects of cement content, water - cement ratio, sand percentage, mineral admixture, grading and pretreatment of lightweight aggregate on compressive strength and workability of high fluid structural lightweight aggregate concrete have been studied. the rules of water absorption of high strength lightweight aggregate under different pressure and effects on uniformity of high fluid structural lightweight aggregate concrete have been studied too

    本文採用高強頁巖陶粒,摻加高效減水劑配製大結構輕集料,討論了水泥用量、水灰比、砂率、礦物摻料及輕集料的級配和預濕方式對大結構輕集料強度和工作的影響;系統研究了高強陶粒在常壓和壓力下的吸水規律;研究了影響大結構輕集料勻質的因素,提出了解決大結構輕集料分層離析的具體措施。
  19. Concretes. measuring the flow time of concretes and mortars using a workabilitymeter

    .和易測量計測定時間
  20. Combining on the investigation achievements of the base establishment concrete durability in shanxi province and the recent research situations of alkali aggregation reaction ( aar ) all over the world, on the condition of the same mortar fluidity, the preventing effects of mineral and chemical admixtures on aar were researched

    結合陜西省耐久調研成果及國內外目前堿?骨料反應研究現狀,本文還詳細研究了在相同度條件下礦物摻合料及化學外加劑對堿?骨料反應的抑制效果。
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