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Experimental Study on Innovative Slip Form Method for the Construction of Tapered Concrete Pylon of Long-Span Cable Bridge

机译:大跨度斜拉桥锥面混凝土塔架创新滑模法试验研究

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The construction of the three-dimensionally shaped pylons higher than 400 m requires a very high technological degree. It is known that the application of the tapered slip form method for the erection of the concrete pylon of long-span cable bridges offers the advantage of being significantly faster than applying the auto-climbing system (ACS) form method. Therefore, this study presents the development of an innovative slip form system for pylons with tapered cross-section. Surface wave inspection system is applied for the determination of slip-up time, wireless hydraulic control system is applied for auto rising, GPS system is used to manage the pylon configuration, and lightweight GFRP (Grass Fiber Reinforced Plastic) panels are applied in the slip form system. Small-scale tests were conducted three times to validate the performance of the developed core technologies, and full-scale tests were conducted twice to validate and verify the developed innovative slip form. The full-scale tapered concrete pylons have hollow shafts and a height of 10 m. The sectional dimensions are varied according to the construction height. The experimental constructions of the tapered pylons using the innovative slip form were conducted successfully. This system is the world’s first application of GFRP slip form panel.
机译:高于400 m的三维形状的塔架的建造需要很高的技术水平。众所周知,将锥形滑移形式的方法用于大跨度电缆桥架的混凝土塔架的安装,具有比采用自动爬升系统(ACS)形式的方法快得多的优点。因此,本研究提出了一种创新的滑模系统的开发,该系统适用于具有锥形横截面的塔架。应用表面波检查系统确定滑移时间,使用无线液压控制系统进行自动上升,使用GPS系统管理塔架配置,并在滑移中使用轻型GFRP(草纤维增强塑料)面板表格系统。进行了3次小规模测试以验证已开发的核心技术的性能,并进行了2次全面测试以验证并验证已开发的创新单据。全尺寸锥形混凝土塔具有空心轴,高度为10 m。截面尺寸根据构造高度而变化。使用创新的卡瓦形式成功进行了锥形塔架的实验构造。该系统是GFRP滑动模板的全球首个应用。

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