шнековый press ильевича chekhov. for the continuous molding of concrete and concrete products

• 1. 一种可连续生产的混凝土制品成型机 [P] . 中国专利： CN212707292U . 2021-03-16
• 2. 一种可连续生产的混凝土制品成型机 [P] . 中国专利： CN215319357U . 2021-12-28
• 3. Press molding concrete products and the mold for use in said press [P] . ES493717A0 . 1981-04-16

  机译： 压模混凝土产品和用于所述压机的模具

• 4. Press Molding mold for Concrete Products and be used in the Press [P] . ES8104737A1 . 1981-07-16

  机译： 压机用于混凝土产品的成型模具，可在压机中使用

• 5. EQUIPMENT FOR CONTINUOUS MOLDING OF REINFORCED-CONCRETE PRODUCTS FROM EXTRA-EARLY-STRENGTH CEMENT [P] . 俄罗斯专利： RU1790494C . 1993-01-23

  机译： 用超早强水泥连续模制钢筋混凝土产品的设备

• 1. A micromechanical damage model for rocks and concretes under triaxial compression [J] . Zhong-jun REN, Xiang-he PENG, Ning HU, 应用数学和力学（英文版） . 2009,第003期
• 2. A micromechanical damage model for rocks and concretes under triaxial compression [J] . 任中俊, 彭向和, 胡宁, 应用数学和力学：英文版 . 2009,第003期
• 3. Formwork lateral pressure of precast normal-concrete composite shear walls infilled with self-compacting concrete [J] . YAO Rong, YE Yan-hua 重庆大学学报（英文版） . 2018,第002期
• 4. EQUILIBRIUM POINT OF CO2 EMISSION AND MATERIAL REUSABILITY IN CONCRETE INDUSTRY AT THE CASE OF REPLACING READY-MIXED CONCRETE DEMANDS TO PRE CAST CONCRETE PRODUCTS [C] . R. KITAGAKI, T. MITANI, H. NAGAI, Construction west recycling and civil engineering sustainable development. . 2010
• 5. CFRP prestressed concrete prisms as reinforcement in continuous concrete T-beams. [D] . Davoudi, Shahryar. 2009
• 6. Liquid Penetration Depth and Strength of Concretes Modified with Polymer Admixtures Under the Action of Crude-Oil Products [O] . Maciej Gruszczyński, Małgorzata Lenart 2019
• 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
• 8. Continuously Reinforced Concrete Overlay of Existing Continuously Reinforced Concrete Pavement [R] . Crawley, A. B. 1982

• 1. A Numerical Stress-strain Response Model of All Grades of Concretes under Uniaxial Compression [J] . 王勇威 . 武汉理工大学学报：材料科学英文版 . 2006,第3期
• 2. Compressive and Flexural Strength Property Enhancement for Fibre Reinforced M30,M50 and M80 Grade Concrete Using Foundry Sand(FS)and Crushed Concrete Waste(CCW) [J] . Ravi Kumar C M ,Yajnodbhavi H M ,Pruthviraj S R . 建筑研究（英文） . 2020,第2期
• 3. 800号硅灰混凝土离心成型混凝土制品中的应用 [C] . 魏齐威 . 高效预应力混凝土结构技术会议 . 1987
• 4. 高铁低钙硅酸盐海工水泥及其混凝土制品性能研究 [A] . 黄啸 . 2019