1) corrosion resistance
护筋性
1.
The degree of alkalinity in pore fluid and corrosion resistance of high volume fly ash concrete;
高掺量粉煤灰混凝土的孔隙液相碱度与护筋性
2.
The effect of wet curing duration(1,7,14 and 28 d)on the strength,impermeability and corrosion resistance for protecting internal reinforcement of plain and slag-cement concrete(in which 40%(in mass)cement was replaced by blast furnace slag)was studied by experiments including strength,chloride .
研究了采用湿棉絮覆盖、喷养护剂、塑料薄膜密封3种养护措施对混凝土强度、收缩、中心温升、氯离子渗透性的影响,并通过不同龄期强度、氯离子渗透深度(5% NaCl溶液介质,质量分数)、钢筋腐蚀电位、加速腐蚀保护层开裂时间研究湿养护时间(1,7,14d和28d)对未掺和掺矿渣(等量取代水泥40%,质量分数)混凝土强度、抗渗性、护筋性的影响。
3) the ability of protecting reinforced rebar from corrosion
混凝土护筋性能
1.
The protection of the concrete to the rebar isdecided on the ability of protecting reinforced rebar from corrosion.
本文通过模拟干湿循环、氯离子侵蚀的环境，在一年的循环周期内，测量不同种类混凝土中的钢筋在相同侵蚀环境中的腐蚀电位，比较不同种类、不同保护层、不同强度和水灰比的混凝土护筋性能的差异。
4) reinforcement protection
钢筋护角
5) concrete cover
钢筋保护层
1.
Specification and recommendation of concrete cover in durability design;
混凝土结构耐久性设计中钢筋保护层的规定与建议
2.
Under the non-corrosive environment,if structure damnification isn’t considered,life of reinforced concrete is influenced by carbonize velocity(v) and thickness of concrete cover(d).
在非侵蚀性环境下,在不考虑结构损伤的情况下,混凝土结构的寿命主要取决于碳化速率v和钢筋保护层厚度d。
3.
Based on the technical writing of Chinese national code on durability design of concrete structures, the specification on the concrete cover and quality is investigated and compared with other codes in use.
以在编的《混凝土结构耐久性设计规范》为背景,讨论和分析了耐久性设计中混凝土结构钢筋保护层厚度取值和质量要求,并与现行的国际混凝土规范取值进行了比较。
6) cover to reinforcement
钢筋保护层
1.
Analysis of the importance of cover to reinforcement;
浅析钢筋保护层的重要性
2.
On the importance of cover to reinforcement and quality control;
浅谈钢筋保护层的重要性及质量控制
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条