Development of Steel and Concrete Composite Columns Objecting for Labor-Saving and Acting Large Structural Performance

力求省力、发挥大结构性能的钢、混凝土组合柱的研制

• 批准号: 17560525
• 负责人: SAKAI Junichi
• 金额: $ 2.18万
• 依托单位: Kyushu Kyoritsu University
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (C)
• 财政年份: 2005
• 资助国家: 日本
• 起止时间: 2005 至 2006
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-17560525/
• 关键词: Experimental Work; Composite Columns; Structural Performance; Width-Thickness Ratio; Axial Load Ratio; Cross section of Steel; Flexural Strength; Shrinkage; 鋼・コンクリート合成柱

Structural performance of steel and concrete composite columns was investigated by carrying out of experimental 1 work. The section of the composite columns is concrete and encased steel covering by steel tube. Shape of cross section of encased steel, width-thickness of steel tube and axial load ratio were selected as the main experimental parameters.From the test results, the following points were made clear;1) The composite columns encased little flexural strength steel shows large structural performance under axial load ratio 0.4 times against the axial compressive strength.2) The composite columns encased large flexural strength steel shows stable behavior under axial load ratio 0.6 times against the axial compressive strength.3) The composite columns covered by a thin steel tube (width-thickness ratio =125) shows large earthquake resistant properties.4) The strength of concrete was made large by an encasing cruciform steel section and covering by a thin steel tube (width-thickness ratio is 125).

通过试验研究了钢-混凝土组合柱的受力性能。组合柱截面为外包钢管混凝土柱。试验选取了外包钢截面形状、钢管宽厚比和轴压比为主要试验参数，试验结果表明：1）在轴压比为0.4倍的情况下，外包少量抗弯强度钢筋的组合柱表现出良好的结构性能;在轴压比为0.6倍的情况下，外包大抗弯强度钢的组合柱具有较好的稳定性能（宽厚比为125）混凝土的抗震性能较好;（4）混凝土的强度通过外包十字型钢和外包薄壁钢管（宽厚比为125）来提高。

项目成果

横補強鋼管を用いた鉄骨コンクリート合成柱材の弾塑性変形形状に関する実験的研究

水平钢筋钢管钢框架混凝土组合柱弹塑性变形形态试验研究

• 发表时间: 2007
• 期刊: 構造工学論文集 Vol.53B Vol.53B
• 作者: 堺 純一;河本裕行;松原佳毅
• 通讯作者: 松原佳毅

Study on Elastic-Plastic Behavior of Steel Concrete Composite Columns Covered by Steel tube

钢管覆盖钢混凝土组合柱弹塑性性能研究

• 发表时间: 2005
• 期刊: Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan C-1,Structure III
• 作者: Kawamoto H.;Sakai J.
• 通讯作者: Sakai J.

Recent Research on Steel and Concrete Composite Building Structures in Japan

日本钢与混凝土组合建筑结构的最新研究

• 发表时间: 2005
• 期刊: Proc. of the 8^<th> Korea-China-Japan Symposium on Structural Steel Construction
• 作者: Junichi Sakai;Chiaki Matsui
• 通讯作者: Chiaki Matsui

"Study on Elastic- Plastic Behavior of Steel Concrete Composite Columns Covered by Steel tube", (part. 2 Experimental study on Stub-Column)

《钢管覆盖钢混凝土组合柱弹塑性行为研究》（第2部分短柱试验研究）

• 发表时间: 2006
• 期刊: Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan C-1,Structure III
• 作者: Matsubara H.;Sakai J.;Kawamoto H.
• 通讯作者: Kawamoto H.

"Study on Elastic- Plastic Behavior of Steel Concrete Composite Columns Covered by Steel tube", (part. 3 Test Program and effect of steel cross section on behavior of SC column)

“钢管覆盖钢混凝土组合柱弹塑性行为研究”（第3部分试验方案及钢截面对SC柱性能的影响）

• 发表时间: 2006
• 期刊: Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan C-1,Structure III
• 作者: Sakai J.;Kawamoto H.;Matsubara H.
• 通讯作者: Matsubara H.