paste normal 中文意思是什麼
paste normal
解釋
粘貼法線-
The main content is : splitting tensile experiments were carried out about the standardized cube bonding specimens ( 150x 150x 150mm3 ) of the new - old concrete after high temperature. the temperature is divided into 9 groups from normal atmospheric temperature to 900, the cooling styles are natural cooling and spraying water cooling ; different interfacial treating methods : brushed with steel - wire brush, man - made chiseling ( not evenly ), man - made chiseling ( quite evenly ) ; different interfacial agents : no interfacial agent, neat cement paste, cement paste mixed with 10 % expanding agent
主要內容有：本文對75個高溫作用后的標準立方體新老混凝土粘結試件進行了劈拉試驗，溫度從常溫到900c分9個溫度段，降溫方式分自然冷卻和噴水冷卻兩種。著重考察了溫度、降溫方式、界面粗糙度及界面劑對新老混凝土粘結劈拉強度的影響規律，闡述了高溫后粘結強度下降的機理。 -
As the concrete members are vibrated from 12 to 72 hours, the difference of its strength between vibration members and normal ones is not obvious. the interface of post - casting section is both the most dangerous position of the structure and focal point of quality control. in addition, the leaking of cement paste out of the formwork of vibration member is of no permission
試驗表明振動持續時間從12小時到72小時的變化，對混凝土強度沒有明顯差別；濕接頭的界面是最薄弱部位是施工質量控制的重點，振動構件模板應做到務必不漏漿；當振動幅值較大，必須採取隔振、減振措施。 -
Apparatus for determining normal consistency and setting time of cement paste
水泥凈漿標準稠度與凝結時間測定儀 -
The series granular starches soluble in cold water with different solubility were prepared by alcoholysis under normal pressure and the paste properties of maize starch, tapioca starch, potato starch and their granular starches soluble in cold water were studied
摘要在常壓下，用醇解法制備了不同溶解度的顆粒狀冷水可溶澱粉系列，並對玉米、木薯和馬鈴薯原澱粉及其不同溶解度的顆粒狀冷水可溶澱粉糊的性質進行了研究。 -
In theory research based on truss theory, the effective length of the cfrp sheet and ultimate capacity of paste layer is introduced, then the calculation procedure of the ultimate shear capacity of rc t - section beams strengthened with cfrp laminates is put forward, so did the reinforcement design method of normal service phase
基於桁架理論，引用有效粘貼長度的概念，以粘貼層所能承受的極限抗力為計算控制參數，提出了碳纖維布對鋼筋混凝土t梁極限承載力及正常使用階段的加固計算方法。
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