Integral hoisting construction method for upper tower column framework

The invention discloses an integral hoisting construction method for an upper tower column framework. The method comprises the following steps. The method comprises the following steps: 1, designing an upper tower stiff skeleton; step 2, calculating the load of the stiff skeleton of the upper tower...

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Bibliographic Details
Main Authors PEI BINJIA, YAO YONGXI, YAO HUI, LIU HUAN, ZHAN WEI, REN BO, MENG YI, YU ZEWEN, WU JIANRONG
Format Patent
LanguageChinese
English
Published 02.12.2022
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Summary:The invention discloses an integral hoisting construction method for an upper tower column framework. The method comprises the following steps. The method comprises the following steps: 1, designing an upper tower stiff skeleton; step 2, calculating the load of the stiff skeleton of the upper tower column; and step 3, integrally hoisting the stiff skeleton and the prestressed steel beam of the upper tower column. In order to guarantee accurate positioning of the high-strength steel wire bundles and guarantee safety of construction on the tower, the stiff framework and the high-strength steel wire bundles are assembled and integrally hoisted on the ground. The method also has the following beneficial effects. (1) under the condition that the whole-section framework and the segmented framework are hoisted at multiple hoisting points, the strength and the rigidity of the stiff framework meet the requirements; (2) a scissor inclined strut is installed according to a scheme drawing; (3) stiff skeleton nodes are co
Bibliography:Application Number: CN202210804803