Stress Transfer between Steel Tubular Column and Infill Concrete at A Connection of H-Beams to Concrete Filled Tubular Columns with Diagonal Braces

H 型钢与斜撑填充管柱连接处钢管柱与填充混凝土之间的应力传递

• 批准号: 15560493
• 负责人: KAWANO Akihiko
• 金额: $ 1.98万
• 依托单位: KYUSHU UNIVERSITY
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (C)
• 财政年份: 2003
• 资助国家: 日本
• 起止时间: 2003 至 2004
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-15560493/
• 关键词: bond; mechanical shear connector; outside diaphragm connection; cut-through diaphragm connection; diagonal brace; confining effect; コンクリート充填鋼管; 筋違付き骨組; 機械的滑り止め; 通しダイヤフラム; 押し抜き試験

In 2003,we performed a push-out test of concrete-filled tubular stub columns to investigate the bond strength between tubular columns and infill concrete and the mechanical shear connector effect due to the cut-through diaphragm for beam-to-column connections. In 2004,frame models composed of a concrete-filled tubular column, H-shape beam and diagonal brace are tested to ensure the realistic bond strength and the effect of mechanical shear connectors in building frames.From the tests, the following conclusive remarks were introduced :(1)The conventional knowledge about the bond strength of concrete-filled tubes were traced by the stab column test. That is the bond strength is affected by tubular section shapes (circular or rectangular hollow section) strongly, but not so much by the concrete strength.(2)The effect of mechanical shear connector caused by the cut-through diaphragm can be predicted by the lower strength either the bearing strength between infill concrete and diaphragm in … More a tube or the shear yield strength of a diaphragm plate even with a large safety margin. In fact, the bearing strength dominated the strength prediction. In such a case, the concrete confining effect should be considered, so that the large safety margin is introduced by the confining effect.(3)In case of frame models with outside diaphragm stiffened connections, the stress transfers from a steel tube to concrete by the bond action. The bond strength observed in the frame models is almost similar to the one obtained from push-out test of concrete-filled tubular stub columns, where only concrete section is subjected to compressive load at the top and only steel tubular potion is supported at the bottom. The bond strength from another test where both of concrete and steel tube are subjected to compressive load at the top will give too much underestimation for the strength obtained from the frame model.(4)In case of frame models with cut-through diaphragm connections, the mechanical shear connector effect can be expected for stress transfer from steel tube to concrete. Even though all of the frame models were designed to have the diaphragm with very large hole for concrete casting, the exposed concrete portion at the column base crushed by the it own axial compressive stress which must be transferred from the steel tube. Therefore, in general, the mechanical shear connecting effect by cut-through diaphragm connections may be large enough for the practical use. Less

2003年，我们对混凝土填充的管状短柱进行了推出试验，以研究管柱与填充混凝土之间的粘结强度以及由于梁柱连接的切穿隔板而产生的机械剪力连接器效应。 2004年，对由管混凝土柱、H型梁和斜撑组成的框架模型进行了试验，以保证建筑框架中机械剪力连接件的真实粘结强度和效果。通过试验，得出以下结论性结论：（1）通过刺柱试验，追溯了有关管混凝土粘结强度的常规知识。也就是说，粘结强度受管状截面形状（圆形或矩形空心截面）的影响很大，但受混凝土强度的影响不大。（2）由切穿隔膜引起的机械剪力连接器的影响可以通过较低的强度来预测，或者是管中填充混凝土和隔膜之间的承载强度，或者是隔膜板的剪切屈服强度，即使具有很大的安全性 利润。事实上，承载强度在强度预测中占主导地位。在这种情况下，应考虑混凝土的约束效应，从而通过约束效应引入较大的安全裕度。(3)对于具有外部隔板加劲连接的框架模型，应力通过粘结作用从钢管传递到混凝土。框架模型中观察到的粘结强度几乎与混凝土管短柱的推出试验所获得的粘结强度相似，其中仅混凝土部分在顶部承受压缩荷载，而仅在底部支撑钢管部分。另一项混凝土和钢管均在顶部承受压缩载荷的试验的粘结强度将过分低估框架模型获得的强度。(4)对于具有贯通隔板连接的框架模型，可以预期机械剪力连接器效应会导致应力从钢管传递到混凝土。尽管所有框架模型都设计有用于混凝土浇筑的带有非常大孔的隔板，但柱基处暴露的混凝土部分被其自身的轴向压应力压碎，该压应力必须从钢管传递。因此，一般来说，通过切通隔膜连接的机械剪切连接效果对于实际使用来说可能足够大。较少的

项目成果

CFT部材における鋼管とコンクリートの応力伝達機構について その2-機械的すべり止め効果

关于CFT构件中钢管与混凝土之间的应力传递机制第2部分——机械抗滑移作用

• 发表时间: 2004
• 期刊: 日本建築学会大会学術講演梗概集 構造C
• 作者: 岡本勇紀;河野昭彦;崎野健治;豊里健二
• 通讯作者: 豊里健二

A Study on the Stress Transfer of Steel Tube and Filled Concrete in a CFT Member

钢管混凝土构件中钢管和填充混凝土的应力传递研究

• 发表时间: 2004
• 期刊: Journal of Construction Steel Vol.12
• 作者: Y.Okamoto;A.Kawano;K.Sakino;K.Toyosato
• 通讯作者: K.Toyosato

A Study on the Stress Transfer of Steel Tube and Filled Concrete in a CFT Member, Part-1 Bond Strength Between Tube and Concrete

CFT 构件中钢管和填充混凝土的应力传递研究，第 1 部分：管与混凝土之间的粘结强度

• 发表时间: 2004
• 期刊: Proceedings of AIJ Kyushu Branch Architectural Research Meeting (Structure) Vol.43
• 作者: K.Toyosato;A.Kawano;K.Sakino;Y.Okamoto
• 通讯作者: Y.Okamoto

岡本勇紀, 河野昭彦, 崎野健治, 豊里健二: "CFT部材における鋼管とコンクリートの応力伝達に関する研究 その2機械的すべり止め効果について"日本建築学会九州支部研究報告. 第43号. 645-648 (2004)

Yuki Okamoto、Akihiko Kono、Kenji Sakino、Kenji Toyosato：“CFT构件中钢管与混凝土之间的应力传递研究第2部分：机械防滑效果”日本建筑学会九州分会研究报告第43号。645-648。 (2004))

CFT造筋違付き柱梁接合部における鋼管とコンクリートの応力伝達に関する研究 その2-実験結果

CFT配筋柱梁节点钢管与混凝土应力传递研究第2部分-实验结果

• 发表时间: 2005
• 期刊: 日本建築学会九州支部研究報告集 第44号
• 作者: 岡本勇紀;河野昭彦;崎野健治;豊里健二
• 通讯作者: 豊里健二