A survey on the macro-cell corrosion in structures and a study on its mechanism
A survey on the macro-cell corrosion in structures and a study on its mechanism
批准号:
01550375
负责人:
OTSUKI Nobuaki
金额:
$1.34万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1989
资助国家:
日本
项目状态:
已结题
起止时间:
1989 至 1990
中文摘要
为了阐明宏细胞腐蚀对结构的影响,对(1)结构的损伤情况、(2)地下结构的宏细胞、(3)钢筋混凝土结构的宏细胞进行了调查。同时,还分析了大型钢筋混凝土结构和组合结构中存在严重的宏电池腐蚀的可能性。比较宏蜂窝和微蜂窝的影响,在结构轴向几乎不可能出现严重的宏蜂窝。对于项目(3),试验研究了裂缝、接缝、修补方法和外加剂对混凝土的影响。结果表明:(1)无裂纹时,高炉矿渣粉和硅灰微粉的抗腐蚀效果较好,但有裂纹时,防腐效果减弱,尤其是轴向定向裂纹,且裂纹处的加固部位趋于阳极化。(2)接缝和裂纹引起宏电池腐蚀,暴露在其上的钢筋区域通常是阳极的,但有时也可以是阴极的。(3)修复区趋于阴极,修复区与未修复区的连接处为阳极,腐蚀速度较快。
英文摘要
To clarify the influence of the macro-cell corrosion in structures, investigations on (1) conditions of damaged structures, (2) macro-cell in underground structures, and (3) macro-cell in RC structures, were done.For item (1), the damages in steel structures at port, RC structures and composite structures were surveyed. Also, the possibility of severe macro-cell corrosion in massive RC structures and composite structures were shown.For item (2), experiments about the macro-cell in long underground structures were done. Comparing the influence of macro-cell and that of micro-cell, there was almost no possibility of severe macro-cell in the axial direction of structures.For item (3), the influences of cracks, joints, repair methods and admixtures for concrete were experimentally studied. The results show, (1) Without crack, blast furnace slag powder and silicafume powder were effective against corrosion, however, with cracks, the effects reduced especially with axially directed crack, also the areas of reinforcement exposed to cracks tended to be anodes. (2) Joints and cracks caused macro-cell corrosion and the areas of reinforcement exposed to them were usually to be anodic, however, sometimes they can be cathodic. (3) The repaired areas tended to be cathodic and the joints between repaired and unrepaired part could be anodes and the corrosion rate could be very fast.
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大即 信明,久田 真: "RCの打継目およびひびわれが鉄筋のマクロセルにおよぼす影響に関する考察" セメント・コンクリ-ト研究討論会論文報告集. 18. 77-84 (1991)
Nobuaki Ozoku、Makoto Hisada:“RC 接头和裂缝对钢筋宏单元影响的研究”水泥和混凝土研究会议论文报告 18. 77-84 (1991)。
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大即 信明,長瀧 重義,Tiong Huan Wee,中下 兼次: "セメント硬化体中における塩素イオンの存在形態および鉄筋の電気化学的性質" コンクリ-ト工学年次論文報告集. 12巻. 425-428 (1990)
Nobuaki Oso、Shigeyoshi Nagataki、Tiong Huan Wee、Kenji Nakashita:“硬化水泥中氯离子的存在形式和钢筋的电化学性能”《混凝土工程年报》卷 12. 425 -428 (1990)。
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大即 信明: "コンクリ-トのひびわれと耐久性" 土木学会第5回新しい材料・工法・機械講習概要集. 1-4 (1991)
Nobuaki Ozoku:“混凝土的裂缝和耐久性”日本土木工程师学会第5届新材料、施工方法和机械课程总结集1-4(1991)。
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大即 信明,池上 明夫 福手 勤,高木 兼士: "種々の材料の鉄筋の防食性能についての電気化学的評価" コンクリ-ト工学論文集. 1. 1-13 (1990)
Nobuaki Ozoku、Akio Ikegami、Tsutomu Fukute 和 Kaneji Takagi:“各种材料制成的钢筋的防腐性能的电化学评价”《混凝土工程杂志》1. 1-13 (1990)。
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大即 信明,中下 兼次,長滝 重義: "塩分環境下におけるセメント硬化体中の鋼材腐食に及ぼす混和材の影響" セメントコンクリ-ト論文集. 45. 538-543 (1992)
Nobuaki Ozoku、Kenji Nakashita、Shigeyoshi Nagataki:“外加剂对盐环境下硬化水泥中钢材腐蚀的影响”《水泥与混凝土杂志》45. 538-543 (1992)。
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共 12 条
Research on the resistivity of port & harbor RC structures using blast furnace slag cement against chloride attack
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STUDY ON QUANTITATIVE EVALUATION OF STRENGTH AND MATERIAL PERMEABILITY IN MINUTE REGIONS IN CONCRETE
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Establishment of electrodeposition technology for rehabilitation of concrete with drying shrinkage crack
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Evaluation of the Fluidity of Antiwashout Underwater Concrete by Using the Fluidity of Mortar
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负责人:OTSUKI Nobuaki
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