混合填料 的英文怎麼說

中文拼音 [húntiánliào]
混合填料 英文
mixed matrix
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 動詞1. (墊平或塞滿) fill; stuff 2. (補足; 充滿) replenish; supplement; complement 3. (填寫) fill in; write
  • : 名詞1 (材料; 原料) material; stuff 2 (喂牲口用的穀物) feed; fodder 3 (料器) glassware 4 (...
  • 混合 : (攙雜在一起) mix; blend; mingle; admix; mixture; mix up; interfusion; commixture; blending; cre...
  1. Standard test method for tack - free time of caulking compounds and sealants

    及密封消粘時間的標準試驗方法
  2. The elasticity polyurethane joint sealing material is one kind of joint sealing materials for concrete pavement joint which can use at normal temperature. it will solidify by chemic - reaction when commix the polyurethane preploymer, cross link agent, filling, plasticizer and catalyzer

    聚氨酯彈性嵌縫是一種由聚氨酯預聚體主劑與交聯劑、、增塑劑以及催化劑后通過化學反應交聯固化的常溫施工式水泥凝土路面用嵌縫材
  3. By the large quantity of indoor and field soil mechanics test, this paper investigated physics and mechanics property of xigeda stratum and xigeda compounding filling, profoundly and systematically studied on shearing strength, cbr ( including indoor cbr and field cbr ) and intensity feature of xigeda compounding filling. the new achievement and cognition as follows : ( 1 ) cbr value is decided by moisture content and mudstone content of xigeda compounding filling. the filling material can satisfy minimum intensity standard of express highway when mudstone content is less than some fixed value, ( 2 ) this paper established field cbr standard value which can synthetically evaluate the filling material nature and field compaction degree. ( 3 ) the optimal compacting mean of xigeda compounding filling is hard oscillation first and weak oscillation later, not traditional way which is weak oscillation first and hard oscillation later. ( 4 ) this paper put forward the conception of optimum moisture content in construction different from optimum moisture content of indoor impaction

    本文以昔格達強度特徵為研究對象,通過大量的室內及現場試驗,從昔格達地層巖組的物理力學性質、昔格達的物理性質入手,對昔格達的抗剪強度、室內承載比及現場承載比特徵進行了較系統地研究,獲得了如下認識及進展:昔格達混合填料承載比值受含水量及其中泥巖含量的影響,當泥巖含量小於一定值時,昔格達混合填料具有較高的承載比值,能夠滿足高速公路對的最低強度要求;建立了綜評判昔格達性能及現場壓實效果的現場承載比( cbr )標準;對于昔格達而言,最佳的碾壓方式為先強振后弱振而不是傳統的先弱振后強振;提出了與室內擊實最優含水量相區別的施工最佳含水量的概念。
  4. This thesis also first presents the most straightforward and the most effective evaluation indexes on the qualities of crack filling and pothole repair, compares and analyzes the properties, the applicable situations, the strong and the weak points of crack filling materials ( such as hot asphalt cement, emulsified asphalt, modified asphalt, etc. ) and pothole repair materials ( such as hot - mix asphalt mixture and cold - mix asphalt mixture ). on the basis of the permanent demands on repair, this thesis sums up and lists the maintenance steps in crack filling and pothole repair, and advances the procedure designs to be directly adopted by maintenance workers of asphalt roads

    首次提出了評定瀝青路面裂縫封和坑槽修補質量好壞最為直接、有效的評價指標,分別對用作裂縫封材的熱瀝青、乳化瀝青和改性瀝青及用作坑槽修補材的熱拌瀝青和冷拌瀝青的性能、適用場及優缺點進行了比較分析,並按永久性修補要求,歸納提煉了裂縫封和坑槽修補的工藝步驟,提出了可供瀝青路面養護人員直接採用的工藝方案。
  5. We select polyethelyne as fundamental resin, natural scale graphite, expanded graphite by self - made, expanded graphite as conductive fillers to synthesize conductive composite through different techniques of compound mixing. the effects of the conductive composites of different conductive fillers and the different dosage of conductive fillers, different technology and the different dosage of compatibilizer ( mah grafted pe ) were studied respectively

    本論文就是據于這種思考,選用聚乙烯為基體樹脂,天然鱗片石墨、膨脹石墨、膨化石墨為導電,通過選用不同的方法成復導電材。研究了不同的導電及其用量、不同的工藝方法及相容劑的不同用量對復體系性能的影響。
  6. In the volume change study, we found appropriate temperature is helpful for shrinkage control, and different lpas have different shrinkage control effects due to their dipole moment, tg, miscibility with upr and morphology after blending. there existed an optimal concentration range of poly ( vinyl acetate ) based lpas for shrinkage control. lpa was effective for shrinkage compensation in this range, on the other hand, lpa only acted as filler and the low profile effect vanished out of this range, however, for polystyrene based lpa, the more concentration the better shrinkage control

    在膨脹研究中,發現適當的溫度條件更有利於upr達到好的收縮控制效果;不同類型的lpa隨著偶極矩、玻璃化溫度、與upr的相容性、與upr的形態的不同,表現出不同的收縮控制效果;聚醋酸乙烯酯類的lpa - a存在一個最佳收縮控制的濃度范圍,在這個范圍之內, lpa起到補償收縮的作用;而在這個范圍之外, lpa的作用僅相當于,不能起到收縮控制。
  7. The first group is polyurethane prepolumer which is made from polyether resin and diisocyanate etc after polymerization ; the second group is made by mixing up cross linker, accelerator, softener, densifier, mold preventive and stuffing etc

    甲組分別是以聚醚樹脂和二異氰酸脂等為原,經聚反應製成的含端異氰酸脂基的聚氨基甲酸脂預聚物;乙組分別由交聯劑、促進劑、增韌劑、增黏劑、防霉劑和充劑等加工而成。
  8. Test for filler aggregate used in bituminous mixtures - bitumen number

    瀝青充集試驗.瀝青值
  9. Test for filler aggregate used in bituminous mixtures - delta ring and ball test

    瀝青充集試驗.三角環和球試驗
  10. Tests for filler aggregate used in bituminous mixtures - part 2 : bitumen number

    瀝青中用充骨的試驗.第2部分:瀝青值
  11. Tests for filler aggregate used in bituminous mixtures - part 1 : delta ring and ball test

    瀝青中用充骨的試驗.第1部分:三角環和球試驗
  12. Tests for filler aggregate used in bituminous mixtures - part 2 : bitumen number ; german version en 13179 - 2 : 2000

    瀝青物用充集的試驗.第2部分:瀝青數值:德文
  13. Tests for filler aggregate used in bituminous mixtures - part 1 : delta ring and ball test ; german version en 13179 - 1 : 2000

    瀝青物用充集的試驗.第1部分:三角環和球試驗
  14. By adopting the iodide - iodate reaction system as an index, the distribution of segregation index ( x ) along the radial direction of packing and the effects of different operational conditions ( e. g. rotational speed, flow rates ) on micromixing efficiency of a novel rotating packed bed ( rpb ) have been investigated

    通過設計一臺能實現沿程取樣的旋轉充床,同時通過採用一種平行競爭微觀體系碘化物碘酸鹽反應體系,考察了的不同徑向位置離集指數的分佈及各操作參數對旋轉充床微觀效率的影響。
  15. Standard specification for joint compound and joint tape for finishing gypsum board

    精修石膏板用添縫縫帶標準規范
  16. I summarize the development of sma in recent years and highlight the research problems related to and their signifances in chapter 2. i introduce the characteristic of sma " s compose in chapter 3 ; i discuss the mechanism of sma in chapter 4 ; chapter 5 focuses on the requirement imposed on the ingredients of sma, such as asphaltum combined material, thick or thin material and fibre stabilization material ; new theory to guide the design of ratio of sma ingredients are proposed in chapter 5 ; i brings forward the combined material design of ratio of sma in chapter 6 ; in chapter 7 i sum up the essential points of the paper and explains the problems happened during experiment to expect more improvement

    第一章緒論,提出了對sma進行研究的目的與意義,第二章對近年來sma在國內外發展情況進行了簡單介紹;第三章介紹了sma的組成特點;第四章綜介紹了sma的作用機理;第五章介紹了sma對瀝青結、粗集、細集、纖維穩定劑等的要求;第六章提出了sma比設計方案;第七章總結全文要點,並就實踐(實驗)過程中存在的問題進行說明,以期進一步提高。
  17. The experimental results indicated that the tea waste powder as an additive to uf resin could reduce its free formaldehyde content and reduce the formaldehyde emission of uf resin bonded plywood ; the tea waste powder with much less size was easily mixed with uf resin and acted much more effective ; the tea waste as an additive to uf resin in a proper amount did nut decrease the bond strength of plywood

    實驗結果表明,茶葉廢作為添加到脲醛樹脂膠黏劑中,能夠降低其游離甲醛含量以及其黏接膠板的甲醛釋放量;茶葉廢顆粒度越小,與脲醛樹脂性越好,消除甲醛效果越顯著;茶葉廢的適量加入不會降低膠板膠強度。
  18. Considering that the way to gain standard maximum dry density value of xigeda filling is complex, this paper suggests adopt means combining field cbr test and compactness measuring to control construction quality

    鑒于昔格達混合填料標準最大幹密度取值的復雜性,建議採用現場承載比與壓實度檢測相結的辦法進行現場施工質量控制。
  19. Therefore, xigeda filling material is a compounding filling made up of several soft rocks mentioned, which has more complex medium feature than single type filling material. we must certificate whether it satisfy minimum intensity standard of speedway ' s filling if the filling is used as roadbed material of express highway

    因此昔格達是由上述幾類軟巖組成的混合填料,與單一類型相比具有更為復雜的介質特徵,將其用作高速公路路基路堤,需要驗證其能否滿足高速公路對的基本要求。
  20. To control the settlement of roadbed, the degree of compaction regulated by current criterion is not enough, the mechanics parameter of filler compacted - - deformation parameter should be considered and dual control criterion should be put in practice. to get upper deformation parameter of xigeda stratum filler, the percentage of mudstone should be controlled. the thickness of filling layer regulated by current criterion can be increased if the compaction car has proper function

    通過此次研究,獲得了對路堤變形問題的新的認識,即為了控制路堤的沉降變形,不僅應滿足現行規范中規定的壓實度標準,還應該引入壓實后的力學參數? ?變形模量值標準,實行雙重控制標準,而對于昔格達地層這種混合填料,為了獲得較大的模量值,應該控制中泥巖的含量;現行公路路基施工規范中對路堤築時分層築厚度的規定值,在壓實機具功能滿足的條件下,可以適當提高。
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