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A platform for research: civil engineering, architecture and urbanism
Prefabricated thin-wall concrete pipe tower and construction method thereof
The invention discloses a prefabricated thin-wall concrete pipe tower and a construction method thereof, and aims to provide a prefabricated thin-wall concrete pipe tower which can reduce steel consumption, prolong the service life of the pipe tower and reduce the maintenance cost; according to the prefabricated thin-wall concrete pipe tower and the construction method thereof, the on-site construction workload can be effectively reduced, the on-site construction efficiency is improved, and the on-site construction period is shortened. The prefabricated thin-wall concrete pipe tower comprises a plurality of prefabricated thin-wall concrete pipe sections which are sequentially distributed from bottom to top, any two adjacent prefabricated thin-wall concrete pipe sections are spliced into a whole through a splicing structure, and the splicing structure comprises vertical reserved anchor bar holes and reserved anchor bars. Wherein the vertical reserved anchor bar hole is formed in the end face of one prefabricated thin-wall concrete pipe section in the two adjacent prefabricated thin-wall concrete pipe sections, the reserved anchor bar is embedded in the end of the other prefabricated thin-wall concrete pipe section, and the reserved anchor bar is inserted into the vertical reserved anchor bar hole.
本发明公开了一种预制装配式薄壁混凝土管塔及其施工方法，旨在提供一种不仅可以减少钢材的消耗，增加管塔使用寿命，降低维护成本；而且能够有效减少现场施工作业量，提高现场施工效率，缩短现场施工工期的预制装配式薄壁混凝土管塔及其施工方法。一种预制装配式薄壁混凝土管塔包括若干段自下而上依次分布的预制薄壁混凝土管段，任意相邻分布的两段预制薄壁混凝土管段通过拼接结构拼接为一体，拼接结构包括竖向预留锚筋孔及预留锚筋，其中竖向预留锚筋孔设置在相邻分布的两段预制薄壁混凝土管段中的一预制薄壁混凝土管段的端面上，预留锚筋预埋设在另一预制薄壁混凝土管段的端部上，预留锚筋插设在竖向预留锚筋孔内。
Prefabricated thin-wall concrete pipe tower and construction method thereof
The invention discloses a prefabricated thin-wall concrete pipe tower and a construction method thereof, and aims to provide a prefabricated thin-wall concrete pipe tower which can reduce steel consumption, prolong the service life of the pipe tower and reduce the maintenance cost; according to the prefabricated thin-wall concrete pipe tower and the construction method thereof, the on-site construction workload can be effectively reduced, the on-site construction efficiency is improved, and the on-site construction period is shortened. The prefabricated thin-wall concrete pipe tower comprises a plurality of prefabricated thin-wall concrete pipe sections which are sequentially distributed from bottom to top, any two adjacent prefabricated thin-wall concrete pipe sections are spliced into a whole through a splicing structure, and the splicing structure comprises vertical reserved anchor bar holes and reserved anchor bars. Wherein the vertical reserved anchor bar hole is formed in the end face of one prefabricated thin-wall concrete pipe section in the two adjacent prefabricated thin-wall concrete pipe sections, the reserved anchor bar is embedded in the end of the other prefabricated thin-wall concrete pipe section, and the reserved anchor bar is inserted into the vertical reserved anchor bar hole.
本发明公开了一种预制装配式薄壁混凝土管塔及其施工方法，旨在提供一种不仅可以减少钢材的消耗，增加管塔使用寿命，降低维护成本；而且能够有效减少现场施工作业量，提高现场施工效率，缩短现场施工工期的预制装配式薄壁混凝土管塔及其施工方法。一种预制装配式薄壁混凝土管塔包括若干段自下而上依次分布的预制薄壁混凝土管段，任意相邻分布的两段预制薄壁混凝土管段通过拼接结构拼接为一体，拼接结构包括竖向预留锚筋孔及预留锚筋，其中竖向预留锚筋孔设置在相邻分布的两段预制薄壁混凝土管段中的一预制薄壁混凝土管段的端面上，预留锚筋预埋设在另一预制薄壁混凝土管段的端部上，预留锚筋插设在竖向预留锚筋孔内。
Prefabricated thin-wall concrete pipe tower and construction method thereof
一种预制装配式薄壁混凝土管塔及其施工方法
PENG GUIPING (author) / YU JUN (author) / LOU WANGYUN (author) / JIANG CHENGLIN (author)
2023-01-06
Patent
Electronic Resource
Chinese
IPC:
E04H
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