A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
DESIGN METHOD FOR REINFORCED CONCRETE CONSTRUCTION, AND REINFORCED CONCRETE CONSTRUCTION
PROBLEM TO BE SOLVED: To provide a design method for reinforced concrete construction for making it easy to perform reinforcement arrangement of a main reinforcement for a beam by providing design allowance with respect to adhesion.SOLUTION: Taking a pillar width D and sizesa,aof high intensity regions 210A as an adhesion examination length L in calculating design adhesive stress τof a main reinforcement 21 for a beam by dividing the adhesion examination length L into a value obtained by multiplying stress of the main reinforcement 21 by its reinforcement diameter provides design allowance with respect to a value of the design adhesive stress τas compared with the conventional design method taking the pillar width D as the adhesion examination length L.SELECTED DRAWING: Figure 2
【課題】付着に対する設計に余裕を持たせることで梁用の主筋の配筋が容易となる鉄筋コンクリート造の設計方法を提供する。【解決手段】梁用の主筋２１の応力と鉄筋径とを乗じた値に付着検討長さＬを除して主筋２１の設計用付着応力度τｊを求めるにあたり、付着検討長さＬを、柱せいＤ及び高強度領域２１０Ａの寸法Ｌａl、Ｒａｌとしたから、付着検討長さＬを柱せいＤとした従来の設計手法に比べて、設計用付着応力度τｊの値に余裕ができる。【選択図】図２
DESIGN METHOD FOR REINFORCED CONCRETE CONSTRUCTION, AND REINFORCED CONCRETE CONSTRUCTION
PROBLEM TO BE SOLVED: To provide a design method for reinforced concrete construction for making it easy to perform reinforcement arrangement of a main reinforcement for a beam by providing design allowance with respect to adhesion.SOLUTION: Taking a pillar width D and sizesa,aof high intensity regions 210A as an adhesion examination length L in calculating design adhesive stress τof a main reinforcement 21 for a beam by dividing the adhesion examination length L into a value obtained by multiplying stress of the main reinforcement 21 by its reinforcement diameter provides design allowance with respect to a value of the design adhesive stress τas compared with the conventional design method taking the pillar width D as the adhesion examination length L.SELECTED DRAWING: Figure 2
【課題】付着に対する設計に余裕を持たせることで梁用の主筋の配筋が容易となる鉄筋コンクリート造の設計方法を提供する。【解決手段】梁用の主筋２１の応力と鉄筋径とを乗じた値に付着検討長さＬを除して主筋２１の設計用付着応力度τｊを求めるにあたり、付着検討長さＬを、柱せいＤ及び高強度領域２１０Ａの寸法Ｌａl、Ｒａｌとしたから、付着検討長さＬを柱せいＤとした従来の設計手法に比べて、設計用付着応力度τｊの値に余裕ができる。【選択図】図２
DESIGN METHOD FOR REINFORCED CONCRETE CONSTRUCTION, AND REINFORCED CONCRETE CONSTRUCTION
鉄筋コンクリート造の設計方法及び鉄筋コンクリート造
MURATA YOSHIYUKI (author)
2016-05-09
Patent
Electronic Resource
Japanese
DESIGN METHOD FOR REINFORCED CONCRETE CONSTRUCTION, AND REINFORCED CONCRETE CONSTRUCTION
| European Patent Office | 2016
Reinforced concrete construction
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