binder content 中文意思是什麼

binder content 解釋
粘合劑含量
  • binder : n 1 縛者，綁者，包紮者；（書籍）裝訂工。2 包紮物，包紮工具，繩索，帶子；綴合物；繃帶，（產婦用）...
  • content : n 1 容積，容量，含量，【數學】容度；收容量。2 【哲學】內容 （opp form）；要旨，真意。3 〈pl 〉內...
  1. When fillings is other materials ( unprocessed montmorillonite, powder coal ash, co - composite of powder coal ash and organo - montmorillonite, co - composite ofcarbonizing calcium and organo - montmorillonite ) in the binder and content of organo - montmorillonite in the binder is five percent decided by tensile - shear experiment, tensile - shear strength of binder is up to tiptop ; at the same time, this paper carries out abrasion experiment, and, by comparison, concludes abrasion property of coating is optimum when content of organo - montmorillonite in the binder coating is five percent, and observes abrasion sample under set

    當膠粘劑中填料為其它物質（未處理蒙脫土、粉煤灰、粉煤灰和有機化蒙脫土共復合、碳化鈣和有機化蒙脫土共復合）時，通過拉伸剪切試驗確定膠粘劑中有機化蒙脫土含量為5時，膠粘劑的拉伸剪切強度最高；同時進行了沖蝕磨損試驗，通過比較得出，當膠粘劑塗層中有機化蒙脫土含量達到5時，塗層的耐沖蝕磨損性能最佳，並對沖蝕磨損試樣在掃描電子顯微鏡（ set ）上進行觀察。
  2. Under the different freezing - thawing cycle circumstance, three factors of water binder ratio, air content and mineral admixture are analyzed by using the method of orthogonal table. the test results show that the chief influencing factor is the water binder ratio in water freezing - thawing cycle circumstance, and in salt freezing - thawing cycle circumstance is the air content. this could illustrate that entraining air into concrete can improve the frost resistance of concrete effectively in salt freezing - thawing cycle

    分析了在純水和3 . 5 % nacl溶液中受凍后，水膠比、含氣量和摻合料對混凝土飽和系數及變化速率的影響規律，試驗結果表明水膠比對混凝土水凍時的飽和系數及變化速率影響顯著，而鹽凍情況下含氣量則是主要影響因素，說明引氣能顯著提高混凝土的抗鹽凍性能。
  3. It is high performance concrete of low water - binder ratio. with its own gravity and without any vibration, it can fill up the space automatically. with high adding quantity of fly ash and slag, high quality water reducing agent and other compound admixture is the most important technology of this kind of high performance concrete. scc focus on high workability at the same time on high strength and high durability through choosing the composite of aggregate, additives, content of cementions material, admixture reasonably and the optimum design of mix proportion

    本文研究了採用吉林省本地原材料和常規生產工藝配製c40自密實混凝土的製作技術，採用水膠比、粉煤灰摻量、砂率、膠凝材料總量四個因素進行配合比的正交設計，試驗分析了自密實混凝土拌合物的工作性以及硬化后的力學性能、耐久性和生產與施工注意事項，並對其經濟性做出了客觀評價，本次試驗為吉林地區自密實混凝土的推廣應用提供了數據基礎。
  4. Slurry surfacing - test methods - determination of residual binder content

    淤漿鋪路料.試驗方法.殘余粘合劑含量的測定
  5. The research results show that aggregate gradation and the nominal maximum aggregate size evidently influence the shear resistance of asphalt mixture ; aggregate flakiness content influences the shear resistance of asphalt mixture, and with the increase of aggregate flakiness content the shear resistance of asphalt mixture decreases ; asphalt binder properties, especially penetration, softening point and viscosity influence the shear resistance of asphalt mixture, and the latter increases with the decrease of penetration and the increase of softening point and viscosity ; asphalt content influences shear resistance of asphalt mixture, and with the increase of binder / aggregate ratio the shear resistance of asphalt mixture decreases ; air void influences shear resistance of asphalt mixture, and usually with the increase of air void the shear resistance of asphalt mixture decreases ; homogeneity does not have a direct and obvious relationship with absolute value of shear resistance of asphalt mixture, but does with variation of shear resistance of asphalt mixture

    研究結果表明：集料級配和公稱最大集料粒徑對瀝青混合料抗剪強度有顯著的影響；瀝青混合料抗剪強度受其集料中針片狀含量的影響較大，集料中針片狀含量增大，瀝青混合料抗剪強度減小；結合料的性質，特別是針入度、軟化點和粘度對瀝青混合料抗剪強度有較大的影響，隨著針入度減小，軟化點和粘度增大，瀝青混合料抗剪強度增大；含油量對瀝青混合料抗剪強度有較大影響，隨著油石比的增大，瀝青混合料抗剪強度減小；瀝青混合料抗剪強度受其空隙率的影響較大，一般隨著空隙率的增大，其抗剪強度減小；瀝青混合料均勻性與瀝青混合料抗剪強度絕對數值間沒有明顯的關聯，而與數值間的變異性有著很好的相關性。
  6. New method to estimate initial asphalt binder content for superpave mix

    高性能瀝青路面混合料初始瀝青用量的預估
  7. Polynitropolyphenylene ( pnp ), as binder, has high heat - resistance, with three nitryl groups at 1 -, 3 -, 5 - position in a phenyl ring. pnp, distinguished by property of low crystallization, which can be compatible with plasticizer, has a formation heat of 164. 3j / g and high oxygen content

    它不容易結晶，易於成膜，能與多種增塑劑相容； pnp的生成熱為164 . 3j g ，具有較高的氧含量， pnp能很好的解決火炸藥能量和安全性能之間的矛盾。
  8. In tape casting process, the mixture of xylene and propanol were used as the solvent of the slurry. the more suitable dispersing agent - s80 was selected as the suitable dispersing agent in the slurry to fit the solvent after the preparatory experiment. the influence of alumina powder content, the ratio of plasticizer and binder not only on the viscosity of the slurry but also on the pliability of green tape were investigated,

    二甲苯和異丙醇混合液作溶劑，選擇適合溶劑的分散劑，並研究了氧化鋁固含量、塑性劑與粘結劑的比值（ r ）對漿料粘度的影響，以及氧化鋁固含量、 r值和復合塑性劑的不同配比對素坯性能的影響。
  9. This means the saturation degree of concrete is different. by means of analyzing the l9 ( 34 ) orthogonal table, the air content is the chief factor, the second factor is water binder ratio and the third is mineral admixture in both high water pressure and low water pressure. the water saturation degree of concrete in damaging point ( e6 / e0 = 60 % ) can be found by measuring the dynamic modulus of elasticity after six freezing - thawing cycles

    採用l9 （ 34 ）正交表對水膠比、含氣量和摻合料三個因素進行分析，試驗結果表明:在自然情況下，影響混凝土水飽和系數的主要因素是水膠比，而影響混凝土在鹽溶液中飽和系數的主要因素則是含氣量;在水壓力作用下，無論壓力大小，混凝土水飽和系數的影響次序依次為含氣量、水膠比、摻合料。
  10. Bituminous mixtures - test methods for mix asphalt - part 1 : soluble binder content

    瀝青混合物.熱混瀝青試驗方法.第部分:可溶粘合劑含量
  11. Testing of asphalt ; determination of binder content and recovery of binder

    瀝青的檢驗.第6分:粘合劑含量測定和粘合劑回收
  12. Bituminous mixtures - test methods for hot mix asphalt - soluble binder content

    瀝青混合料.熱混瀝青的試驗方法.可溶粘合劑含量
  13. Slurry surfacing - test method - part 2 : determination of residual binder content

    泥漿表面塗抹.試驗方法.第2部分:剩餘粘合劑含量測定
  14. Bituminous mixtures - test methods for hot mix asphalt - binder content by ignition

    瀝青混合料.熱混瀝青的試驗方法.燃燒法測定粘合劑含量
  15. Bituminous mixtures - test methods for hot mix asphalt - part 39 : binder content by ignition

    瀝青混合料.熱混瀝青的試驗方法.第39部分:用點燃法測定粘合劑含量
  16. Slurry surfacing - test methods - part 2 : determination of residual binder content ; german version en 12274 - 2 : 2002

    泥漿表面處理.試驗方法.第2部分:剩餘粘合劑含量測定
  17. Method for determination of the maximum binder content of bituminous mixtures without excessive binder drainage

    無過量粘合劑流出的瀝青混合物最大粘合劑含量的測定方法
  18. Methods of sampling and test for carbonaceous materials used in aluminium manufacture - cold ramming pastes - determination of the effective binder content and aggregate content by extraction with quinoline ; determination of aggregate size distribution - section 4. 2 determination of effective binder content and aggregate content by extraction with quinoline ; determination of aggregate size distribution

    制鋁工業用碳素材料的取樣和試驗方法.冷壓糊料.通過喹啉萃取測定有效粘合劑含量和聚焦體含量.聚焦體尺寸分佈的測定
  19. New method to calculate initial asphalt binder content for stone matrix asphalt

    瀝青瑪蹄脂碎石初始瀝青用量的計算方法
  20. The dependences of the magnetostriction of epoxy bonded smfe2 composites on binder content, model pressure and sample size were determined. the magnetostriction of samples is the maximum when the binder content is in a range of 4 % - 6 %, and it increases with increasing the model pressure from 16 mpa to 62 mpa

    當粘結劑與磁粉的質量比在4 ： 100到6 ： 100之間，粘結smfe _ 2具有最佳的磁致伸縮性能；當模壓壓力小於62mpa時，隨著壓力的增大粘結smfe _ 2合金的磁致伸縮增大。
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