Study on Interface Chemistry of Concrete with Other Different Materials such as Surface Coating by Migration Technique
Study on Interface Chemistry of Concrete with Other Different Materials such as Surface Coating by Migration Technique
批准号:
16360215
负责人:
SUGIYAMA Takafumi
金额:
$4.35万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2004
资助国家:
日本
项目状态:
已结题
起止时间:
2004 至 2006
中文摘要
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英文摘要
This research aimed at following objectives;・Ionic Transport in Concrete Influential on Interface Chemistry・Determination of Effective Diffusion Coefficient of Surface Coating and Restoration Materials by Migration Technique・Chloride Ingress in Surface Treated Concrete・Interface Resistivity of Concrete with Surface Treated Materials・Accelerated Leaching of Calcium Ions in Concrete by Migration Technique・Alternation of Bentonite by Contact with Concrete Using Migration TechniqueBased on this research primarily findings were as followed;(1)Effective diffusion coefficients of polymer cement mortar used as surface coating was reduced as compared with that of concrete.(2)Reduction of the effective diffusion coefficient of 2 layered composite material such as surface treated concrete with polymer cement mortar was enlarged by the increased thickness of the lowest diffusion coefficient of either the surface coating or the substrate.(3)Investigation using the XRD and TG/DTA showed that the dissolution of Ca(OH)_2 in concrete was minimized by the surface treatment. In addition the bond strength was little reduced between the polymer cement mortar and the concrete.(4)Composite material with concrete and bentonite exhibited that the amount of Ca(OH)_2 in the vicinity of the interface in concrete was reduced. This was due to the fact that the calcium ions in the concrete were migrated into the bentonite. Then the swelling force in the sodium type bentonite was reduced.(5)The alternation of the sodium type bentonite to calcium type bentonite was noticed in the range of 0 to 15 mm in the bentonite from the interface with concrete. The reduction of the swelling force in the bentonite in contact with concrete made of the ordinary portland cement reached at 60% of the original. For bentonite with concrete made of fly ash the reduction was 80% of the original.
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電気泳動法によるコンクリートの溶脱がベントナイト砂混合土のカルシウム型化に及ぼす影響
电泳法淋洗混凝土对膨润土砂混合土钙型形成的影响
DOI:
--
发表时间:
2007
期刊:
第61回セメント技術大会 (印刷中)
影响因子:
--
作者:
[荻本英典, 川島一彦, 渡邊学歩, 渡辺真樹]
通讯作者:
渡辺真樹
Migration of Chloride Ions through a Composite System of Polymer Cement Mortar and Concrete
氯离子在聚合物水泥砂浆和混凝土复合体系中的迁移
DOI:
--
发表时间:
2006
期刊:
Proc. of the 2nd Asian Concrete Federation Conference
影响因子:
--
作者:
[Sugiyama, T.]
通讯作者:
T.
Significance of Ion Transport through Hydrated Cement Systems for their Performance and Environment
通过水化水泥系统的离子传输对其性能和环境的意义
DOI:
--
发表时间:
2005
期刊:
Proc. Int. Workshop on Durability of Reinforced Concrete under Combined Mechanical and Climatic Loads (CMCL)
影响因子:
--
作者:
[Sugiyama, T.]
通讯作者:
T.
コンクリートと接するベントナイト砂混合土の乾燥密度が電気泳動後のベントナイトのカルシウム型化に及ぼす影響
膨润土与混凝土接触干密度对电泳后膨润土钙型形成的影响
DOI:
--
发表时间:
2007
期刊:
第34回土木学会関東支部技術研究発表会講演概要集
影响因子:
--
作者:
[Ogimoto, H., Kawashima, K., Watanabe, G., Nagata, S., 渡辺真樹]
通讯作者:
渡辺真樹
ポリマーセメントモルタルで表面保護されたコンクリートの塩化物イオン浸透性
聚合物水泥砂浆保护混凝土表面氯离子渗透率
DOI:
--
发表时间:
2006
期刊:
コンクリートエ学年次論文集 Vol.29(印刷中)
影响因子:
--
作者:
[渡邉 真史, 横田 弘, 岩波 光保, 下村 匠, 峠坂直樹]
通讯作者:
峠坂直樹
共 30 条
Development of visualization technique relating to physical property for the diagnosis of concrete structure
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批准号:23360187
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$12.06万
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财政年份:2011
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负责人:SUGIYAMA Takafumi
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依托单位:
Integrated model to evaluate environmental aspects and durability for concrete structures in marine cold regions
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批准号:19360193
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$8.07万
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财政年份:2007
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负责人:SUGIYAMA Takafumi
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依托单位:
海外基金