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Study on Development of Rehabilitation Systems for Reinforced Concrete Slabs

Study on Development of Rehabilitation Systems for Reinforced Concrete Slabs
钢筋混凝土板修复系统的开发研究
批准号:
10650446
负责人:
KAWAKAMI Makoto
金额:
$2.24万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 1999

项目摘要

项目成果

KAWAKAMI Makoto的其他基金

相关文献

中文摘要
翻译
1)首次对日本东北地区典型冰雪寒冷地区在役钢筋混凝土板(RC板)进行了观测调查。根据调查结果,将钢筋混凝土楼板劣化的原因分为以下四类:a)材料;b)建筑;c)结构;d)周边条件;2)钢筋混凝土楼板劣化的对策。建议的方法如下:a)裂缝注入;b)粘结钢板;c)粘结碳纤维板;d)安装附加纵梁;e)增加桥面厚度。3)70 mm以上的钢筋混凝土板覆盖层厚度大于70 mm,钢筋混凝土板表面涂覆环氧聚合物涂层可以有效地保护钢筋免受盐蚀、冻融等恶劣条件的影响。4)钢筋混凝土板的使用寿命和功能应始终进行比较和平衡。从环境问题的角度来看,生命周期成本也是影响新混凝土结构施工的重要因素。提出了考虑上述因素和条件的钢筋混凝土楼板加固体系。5)总结了1998~2000年两年的成果,并完成了报告。
英文摘要
1) The observation survey of reinforced concrete slabs (RC slabs) in service in the north-east district of Japan corresponding to the typical snow and cold region was performed first. Based on the survey results, the factors of deterioration of RC slabs were classified into the following four group: a) Materials b) Construction c) Structures d) Surrounding Conditions.2) Countermeasures for the deteriorated RC slabs were investigated. The proposed methods are described as follows ; a) Crack injection b) Bonding steel plate c) Bonding carbon fiber sheets d) Installation of additional stringer e) Increasing the deck thickness.Some characteristics of polymer mortars as repair and restoration materials were clarified. Particularly the setting shrinkage stress and deformation of the repaired concrete members due to polymer mortars were main subject of this part.3) Cover depth of RC slabs more than 70 mm and the epoxy polymer coating over the surface of RC slabs were effective to protect the reinforcing bars from severe condition such as salt attack, and freezing and thawing.4) Service life and functions of RC slabs should be always compare and balanced. Life cycle cost is also an important factor at the construction of new concrete structures from the view point of environmental problem. Rehabilitation systems of RC slabs considering above factors and conditions were proposed.5) All results of two years from 1998 to 2000 were summarized and the repot was completed.
期刊论文(27)
专著(0)
科研奖励(0)
会议论文
Omata,F.et al.: "Steress and Deformation of Concrete Member Repaired by Expansive Polymer Mortar"Transactions of the Japan Concrete Institute. Vol.20. 39-44 (1999)
Omata,F.等人:“膨胀聚合物砂浆修复混凝土构件的应力和变形”日本混凝土协会会刊。
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通讯作者:
佐野ユミ子、大澤浩二、川上 洵: "鋼トラスウェブPC梁の長期挙動" 第8回プレストレストコンクリートの発展に関するシンポジウム論文集. 431-434 (1998)
Yumiko Sano、Koji Osawa、Kon Kawakami:“钢桁架腹板 PC 梁的长期性能”第八届预应力混凝土进展研讨会论文集 431-434 (1998)。
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Omata,F.et al.: "A Study on the Setting Shrinkage of Polymer Mortar Using GM/St"Proc of the 9th Int Cong. on Polymers in Concrete, Bologna. Italy. 487-496 (1998)
Omata,F.et al.:“使用 GM/St 进行聚合物砂浆凝结收缩的研究”第九届国际会议论文集。
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共 24 条
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