A stackable, hollow fuel body made of plastic for steel concrete ribs ceilings or dgl.mit closed concrete, with the point of view

• 1. 混凝土天花板、用于生产混凝土天花板的套件和方法 [P] . 中国专利： CN109790711B . 2021.04.20
• 2. 混凝土天花板、用于生产混凝土天花板的套件和方法 [P] . 中国专利： CN109790711A . 2019-05-21
• 3. Steel concrete ribs ceiling from prefabricated steel concrete brackets and fuel stones, the fully - or hollow body are [P] . 德国专利： DE7802890U1 . 1978-05-18

  机译： 预制混凝土支架和燃料石制成的钢筋混凝土肋骨天花板，完全或空心

• 4. Ceilings hollow body for steel concrete ribs ceilings, traeger ceilings or other assembly ceilings [P] . 德国专利： DE955358C . 1957-01-03

  机译： 天花板空心体，用于钢筋混凝土肋骨天花板，拖网天花板或其他装配式天花板

• 5. Steel concrete ribs ceiling with steel brackets, fuel and the site-mixed concrete mold bodies [P] . 德国专利： DE838204C . 1952-05-05

  机译： 钢制混凝土肋骨天花板，带有钢制支架，燃料和现场混合的混凝土模体

• 1. Blast Protection Shelter by Using Hollow Steel Filled with Recycled Concrete [J] . LI Jianchun, HUANG Xin, MA Guowei 天津大学学报（英文版） . 2008,第006期
• 2. Closed-form solution for shear lag effects of steel-concrete composite box beams considering shear deformation and slip [J] . ZHOU Wang-bao, JIANG Li-zhong, LIU Zhi-jie, 中南大学学报（英文版） . 2012,第010期
• 3. Vibro-acoustic performance of steel–concrete composite and prestressed concrete box girders subjected to train excitations [J] . Xun Zhang, Hao Luo, Derui Kong, 现代交通学报（英文版） . 2021,第004期
• 4. Studying of elastic-plastic behavior of concrete ceiling, joints, supports by live loading of concrete ceiling [C] . A. Turk International Conference on Structural and Construction Engineering; 20030923-26; Rome(IT) . 2003
• 5. Structural behavior of steel, polymer concrete, steel sandwich hollow cylinders under uniaxial compression. [D] . Wei, Shangmin. 1993
• 6. Dynamic and Static Behavior of Hollow-Core FRP-Concrete-Steel and Reinforced Concrete Bridge Columns under Vehicle Collision [O] . Omar I. Abdelkarim, Mohamed A. ElGawady 2016
• 7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

• 1. Closed-form solution for shear lag effects of steel-concrete composite box beams considering shear deformation and slip [J] . 周旺保 ,蒋丽忠 ,刘志杰 . 中南大学学报 . 2012,第010期
• 2. GPR Tomographic Imaging of Concrete Tubes and Steel/Plastic Tanks Buried in IAG/USP Geophysical Test Site, Brazil [J] . Jorge Luís Porsani ,Emerson Rodrigo Almeida ,Bruno Poluha . 地球科学国际期刊（英文） . 2017,第5期
• 3. 组合塑料模盒现浇混凝土空心楼盖力学模型及其力学性能研究 [C] . Cui Lu ,崔璐 ,Xuejun Zhou . 第十四届全国现代结构工程学术研讨会 . 2014
• 4. 组合塑料模盒混凝土空心楼盖抗浮技术优化设计研究 [A] . 刘飞 . 2020