PRACTICAL APPLICATION OF ELECTRODEPOSITION METHOD FOR THE CRACK REPAIR OF REINFORCED CONCRETE STRUCTURE ON LAND AND UNDERGROUND.

电沉积法在陆地和地下钢筋混凝土结构裂缝修复中的实际应用。

基本信息

  • 批准号:
    13555122
  • 负责人:
  • 金额:
    $ 8.83万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
  • 财政年份:
    2001
  • 资助国家:
    日本
  • 起止时间:
    2001 至 2002
  • 项目状态:
    已结题

项目摘要

1. THE USE OF CHEMICAL AND ELECTROCHEMICAL PROCESS IN VERIFYING THE MECHANISM OF ELECTRODEPOSITION IN A CRACK-REPAIRED REINFORCED CONCRETE CONFIRMED THE SUITABILITY OF THIS METHOD FOR LAND-BASED REINFORCED CONCRETE MEMBER.2. BOTH OF CRACKS IN UNDER GROUND MEMBER AND LAND-BASED MEMBER COULD BE CLOSED BY ELECTRODEPOSITION METHOD.3. THE CLOSURE DEPTH OF ELECTRODEPOSITS OF UNDERGROUND MEMBER WAS SMALLER THAN THAT OF LAND-BASED MEMBER.4. THE CRACKS WITH WATER LEAKAGE IN AN EXISTING REINFORCED CONCRETE MEMBER ON LAND COULD BE CLOSED USING THE APPROPRIATE ELECTRODEPOSITION CONDITIONS THROUGH THE FIELD TEST.5. IN THIS RESEARCH THE DURABILITY OF REINFORCED CONCRETE REPAIRED BY ELECTRODEPOSITION METHOD WAS INVESTIGATED. AS A RESULT, IT WAS CONFIRMED THAT THE REPAIR EFFECT CAN BE KEPT EVEN AFTER 2-YEARS PERIOD EXPOSURE.6. THE APPARENT WATER PERMEABILITY OF ELECTRO-DEPOSITED CONCRETE AFTER 2-YEAR PERIOD EXPOSED WAS MUCH SMALLER THAN THAT OF NON-ELECTRODEPOSITED CONCRETE WITH CRACK.7. ELECTRODEPOSITED CONCRETE AFTER 2-YEAR PERIOD EXPOSED HAD A STABLE CLOSED CRACK CONDITION BECAUSE IT WAS PROPERLY SEALED AND COATED WITH ELECTRODEPOSITS.8. FROM THE VIEWPOINT OF DURABILITY, THE RESULTS OF THE EXPERIMENTAL INVESTIGATIONS INDICATED THAT ELECTRODEPOSITION METHOD WAS AN EFFECTIVE CRACK REPAIR METHOD BECAUSE IT HAD A CRACK CLOSING EFFECT, RE-ALKALIZATION EFFECT, AND CORROSION PROTECTION EFFECT THAT STABILIZED THE REPAIRED SECTION OF REINFORCED CONCRETE MEMBER.
1. 利用化学和电化学方法验证了电沉积在裂缝修补钢筋混凝土中的机理,证实了该方法对陆基钢筋混凝土构件的适用性。地下构件和陆上构件的裂缝均可采用电沉积法闭合。3 .地下段的矿床闭合深度小于陆基段。4 .通过现场试验,采用合适的电沉积条件,可以对陆地既有钢筋混凝土构件的漏水裂缝进行封堵。本文对电沉积法修复钢筋混凝土的耐久性进行了研究。结果表明,即使经过2年的暴露,其修复效果仍能保持。电沉积混凝土暴露2年后的表观透水性明显小于未电沉积混凝土。电沉积混凝土暴露2年后具有稳定的闭合裂缝状态,这是由于电沉积层的适当密封和涂覆。从耐久性的角度来看,试验研究结果表明,电沉积法是一种有效的裂缝修复方法,因为电沉积法具有裂缝闭合作用、再碱化作用和防腐作用,使钢筋混凝土构件的修复截面稳定。

项目成果

期刊论文数量(66)
专著数量(0)
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会议论文数量(0)
专利数量(0)
Chin Han TAN, Nobuaki OTSUKI, Takahiro NISHIDA: "Feasibility study on application of electrodeposition method to repair the crack of reinforced concrete pile in sea clay"Proceeding of the 4th International Summer Symposium. 295-298 (2002)
Chin Han TAN、Nobuaki OTSUKI、Takahiro NISHIDA:“应用电沉积法修复海粘土中钢筋混凝土桩裂缝的可行性研究”第四届国际夏季研讨会论文集。
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Takahiro Nishida, Nobuaki, Otsuki, Renze Zheng: "APPLICATION OF ELECTRODEPOSITION METHOD TO REPAIR A CRACK OF REINFORCED CONCRETE MEMBERS WITH WATER"Regional Symposium on Construction Materials and Testing 2002 JSPS GROUP 4. (2002)
Takahiro Nishida、Nobuaki、Otsuki、Renze Cheng:“应用电沉积方法用水修复钢筋混凝土构件裂缝”2002年建筑材料与测试地区研讨会 JSPS GROUP 4. (2002)
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Bouavieng Champapahn, Nobuaki Otsuki, Shinichi Miyazato, Takahiro Nishida, Akiko Ishibashi: "Fundamental Study of Electrodeposition Method as a Crack Repair Method to Reinforced Concrete in Underground"Proceeding of the Third International Summer Symposiu
Bouavieng Champapahn、Nobuaki Otsuki、Shinichi Miyazato、Takahiro Nishida、Akiko Ishibashi:“电镀法作为地下钢筋混凝土裂缝修复方法的基础研究”第三届国际夏季研讨会论文集
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TAKAHIRO NISHIDA, NOBUAKI OTSUKI, SHINICHI MIYAZATO, TORU TANAKA: "APPLICATION OF ELECTRODEPOSITION METHOD TO REPAIR A CRACK OF REINFORCED CONCRETE MEMBERS WITH WATER LEAKAGE"PROCEEDINGS OF THE 1ST JSMS SYMPOSIUM ON CONCRETE STRUCTURES SCENARIOS. 115-120
TAKAHIRO NISHIDA、NOBUAKI OTSUKI、SHINICI MIYAZATO、TORU TANAKA:“应用电沉积法修复渗水钢筋混凝土构件裂缝”第一届 JSMS 混凝土结构情景研讨会论文集。
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    0
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CHIN HAN TAN, NOBUAKI OTSUKI, TAKAHIRO NISHIDA, RENZE ZHENG: "FEASIBILITY STUDY ON APPLICATION OF ELECTRODEPOSITION METHOD TO REPAIR THE CRACK OF REINFORCED CONCRETE PILE ON SEA CRAY"PROCEEDING OF THE FOURTH INTERNATIONAL SUMMER SYMPOSIUM. 295-298 (2002)
CHIN HAN TAN、NOBUAKI OTSUKI、TAKAHIRO NISHIDA、RENZE ZHENG:“应用电沉积法修复海蟹上钢筋混凝土桩裂缝的可行性研究”第四届国际夏季研讨会论文集。
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OTSUKI Nobuaki其他文献

OTSUKI Nobuaki的其他文献

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{{ truncateString('OTSUKI Nobuaki', 18)}}的其他基金

Research on the resistivity of port & harbor RC structures using blast furnace slag cement against chloride attack
港口电阻率研究
  • 批准号:
    23560548
  • 财政年份:
    2011
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Experimental research about performance deterioration of engineered barrier in radioactive waste disposal facility
放射性废物处置设施工程屏障性能恶化的实验研究
  • 批准号:
    20560430
  • 财政年份:
    2008
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Study of Influence of Ibmperature on Durability of Reinforced Concrete
温度对钢筋混凝土耐久性影响的研究
  • 批准号:
    18360206
  • 财政年份:
    2006
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Study of Influence of Construction Defects on Durability of Reinforced Concrete
施工缺陷对钢筋混凝土耐久性影响的研究
  • 批准号:
    16360216
  • 财政年份:
    2004
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
STUDY ON QUANTITATIVE EVALUATION OF STRENGTH AND MATERIAL PERMEABILITY IN MINUTE REGIONS IN CONCRETE
混凝土微小区域强度和材料渗透性定量评价研究
  • 批准号:
    14350232
  • 财政年份:
    2002
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Establishment of electrodeposition technology for rehabilitation of concrete with drying shrinkage crack
干缩裂缝混凝土电沉积修复技术的建立
  • 批准号:
    11650463
  • 财政年份:
    1999
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Evaluation of the Fluidity of Antiwashout Underwater Concrete by Using the Fluidity of Mortar
利用砂浆流动度评价水下抗冲刷混凝土的流动度
  • 批准号:
    04650420
  • 财政年份:
    1992
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)
A survey on the macro-cell corrosion in structures and a study on its mechanism
结构宏观细胞腐蚀概况及机理研究
  • 批准号:
    01550375
  • 财政年份:
    1989
  • 资助金额:
    $ 8.83万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)
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