PREFABRICATED THIN-WALLED HOLLOW PIER CONSTRUCTION METHOD BASED ON STEEL BAR POST-INSTALLATION
A prefabricated thin-walled hollow pier construction method based on steel bar post-installation, comprising: dividing a pier column into a plurality of prefabricated sections, the plurality of sections being divided into two types of sections, i.e., I-type sections and II-type sections, wherein eac...
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| creator | SHAO, Wenze LIU, Danna YANG, Weiwei GAO, Hao TIAN, Hanzhou XIAO, Xiangrong LU, Guannan GE, Jiping |
| description | A prefabricated thin-walled hollow pier construction method based on steel bar post-installation, comprising: dividing a pier column into a plurality of prefabricated sections, the plurality of sections being divided into two types of sections, i.e., I-type sections and II-type sections, wherein each I-type section is divided into two straight-plate modules and two U-shaped modules in the longitudinal direction, and each II-type section is divided into four L-shaped modules in the longitudinal direction; providing a main steel bar channel in the main steel bar position of each module, and providing a hoop steel bar channel in the hoop steel bar position of each of some of the modules of each section; installing the I-type sections and the II-type sections alternately at a pier position, during installation of each section, a hoop steel bar being inserted in each hoop steel bar channel and being connected to a preset hoop steel bar by means of a threaded sleeve, and main steel bars being inserted into main ste |
| format | Patent |
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XIAO, Xiangrong ; LU, Guannan ; GE, Jiping</creatorcontrib><description>A prefabricated thin-walled hollow pier construction method based on steel bar post-installation, comprising: dividing a pier column into a plurality of prefabricated sections, the plurality of sections being divided into two types of sections, i.e., I-type sections and II-type sections, wherein each I-type section is divided into two straight-plate modules and two U-shaped modules in the longitudinal direction, and each II-type section is divided into four L-shaped modules in the longitudinal direction; providing a main steel bar channel in the main steel bar position of each module, and providing a hoop steel bar channel in the hoop steel bar position of each of some of the modules of each section; installing the I-type sections and the II-type sections alternately at a pier position, during installation of each section, a hoop steel bar being inserted in each hoop steel bar channel and being connected to a preset hoop steel bar by means of a threaded sleeve, and main steel bars being inserted into main ste</description><language>chi ; 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providing a main steel bar channel in the main steel bar position of each module, and providing a hoop steel bar channel in the hoop steel bar position of each of some of the modules of each section; installing the I-type sections and the II-type sections alternately at a pier position, during installation of each section, a hoop steel bar being inserted in each hoop steel bar channel and being connected to a preset hoop steel bar by means of a threaded sleeve, and main steel bars being inserted into main ste</abstract><oa>free_for_read</oa></addata></record> |
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| language | chi ; eng ; fre |
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| subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING OR VIADUCTS SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | PREFABRICATED THIN-WALLED HOLLOW PIER CONSTRUCTION METHOD BASED ON STEEL BAR POST-INSTALLATION |
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