Back reinforcement method occlusion thin-wall solid pier

The utility model relates to a rear reinforcement method occlusion thin-wall solid pier which comprises a plurality of prefabricated pier body sections, the plurality of pier body sections are divided into I-type sections and II-type sections, the I-type sections and the II-type sections are arrange...

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Bibliographic Details
Main Authors SHAO WENZE, TIAN HANZHOU, YANG WEIWEI, LU GUANNAN, GAO HAO, XIAO XIANGRONG, GE JIPING, LIU DANNA
Format Patent
LanguageChinese
English
Published 24.03.2023
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
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Summary:The utility model relates to a rear reinforcement method occlusion thin-wall solid pier which comprises a plurality of prefabricated pier body sections, the plurality of pier body sections are divided into I-type sections and II-type sections, the I-type sections and the II-type sections are arranged at intervals, each I-type section is divided into two modules in the longitudinal direction of a pier column and in the length direction of the cross section of the pier column, and each I-type section is divided into two modules in the length direction of the cross section of the pier column. The II-type section is divided into three modules in the longitudinal direction of the pier column and in the width direction of the cross section of the pier column, each module is internally provided with a prestress hole channel and a main reinforcement hole channel, and the butt joint face and the upper and lower end faces of each module of each section are provided with tenons or mortises respectively; a prestressed te
Bibliography:Application Number: CN202222795767U