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A platform for research: civil engineering, architecture and urbanism
Universal column hoop and construction method for cast-in-place of special-shaped frame column through universal column hoop
The invention discloses a universal column hoop and a construction method for cast-in-place of a special-shaped frame column through the universal column hoop, and belongs to the technical field of cast-in-place concrete member formwork installation. The internal corner support comprises transverse channel steel and longitudinal channel steel, the transverse channel steel is arranged at the top end of the longitudinal channel steel in a sliding mode, long nuts are welded to one ends of the transverse channel steel and the longitudinal channel steel, and kidney-shaped holes are formed in the other ends of the transverse channel steel and the longitudinal channel steel. And the first parallel assembly and the second parallel assembly are respectively arranged at the same height with the transverse channel steel and the longitudinal channel steel and are connected through fixing pieces. A reinforcing system of the special-shaped column formwork is divided into the rectangular enclosure frame system and the internal corner supporting system which bear the lateral pressure of the whole special-shaped column formwork and the lateral pressure of the internal corner supporting system respectively, the problem that a column hoop cannot be arranged at the internal corner of a special-shaped column is solved, and the lateral pressure of concrete pouring on the special-shaped column formwork is dispersed to the column hoop system; and all the parts of the special-shaped column template are firmly positioned.
本发明公开了一种通用柱箍及应用通用柱箍现浇异形框架柱的施工方法，属于现浇混凝土构件模板安装技术领域，包括：矩形围框和多组阴角支撑；阴角支撑包括：横向槽钢和纵向槽钢，横向槽钢滑动设置在纵向槽钢的顶端，横向槽钢与纵向槽钢的一端均焊接有长螺帽，另一端均开设有腰形孔，矩形围框包括：第一平行组件和第二平行组件，第一平行组件、第二平行组件分别与横向槽钢、纵向槽钢等高设置并通过固定件相连。本发明将异型柱模板的加固系统分解为矩形围框和阴角支撑两项体系，分别承担整体、阴角处异型柱模板的侧压力，克服了异形柱阴角无法设置柱箍的难题，将混凝土浇筑对异型柱模板的侧压力分散于柱箍体系，牢固定位所有部位的异型柱模板。
Universal column hoop and construction method for cast-in-place of special-shaped frame column through universal column hoop
The invention discloses a universal column hoop and a construction method for cast-in-place of a special-shaped frame column through the universal column hoop, and belongs to the technical field of cast-in-place concrete member formwork installation. The internal corner support comprises transverse channel steel and longitudinal channel steel, the transverse channel steel is arranged at the top end of the longitudinal channel steel in a sliding mode, long nuts are welded to one ends of the transverse channel steel and the longitudinal channel steel, and kidney-shaped holes are formed in the other ends of the transverse channel steel and the longitudinal channel steel. And the first parallel assembly and the second parallel assembly are respectively arranged at the same height with the transverse channel steel and the longitudinal channel steel and are connected through fixing pieces. A reinforcing system of the special-shaped column formwork is divided into the rectangular enclosure frame system and the internal corner supporting system which bear the lateral pressure of the whole special-shaped column formwork and the lateral pressure of the internal corner supporting system respectively, the problem that a column hoop cannot be arranged at the internal corner of a special-shaped column is solved, and the lateral pressure of concrete pouring on the special-shaped column formwork is dispersed to the column hoop system; and all the parts of the special-shaped column template are firmly positioned.
本发明公开了一种通用柱箍及应用通用柱箍现浇异形框架柱的施工方法，属于现浇混凝土构件模板安装技术领域，包括：矩形围框和多组阴角支撑；阴角支撑包括：横向槽钢和纵向槽钢，横向槽钢滑动设置在纵向槽钢的顶端，横向槽钢与纵向槽钢的一端均焊接有长螺帽，另一端均开设有腰形孔，矩形围框包括：第一平行组件和第二平行组件，第一平行组件、第二平行组件分别与横向槽钢、纵向槽钢等高设置并通过固定件相连。本发明将异型柱模板的加固系统分解为矩形围框和阴角支撑两项体系，分别承担整体、阴角处异型柱模板的侧压力，克服了异形柱阴角无法设置柱箍的难题，将混凝土浇筑对异型柱模板的侧压力分散于柱箍体系，牢固定位所有部位的异型柱模板。
Universal column hoop and construction method for cast-in-place of special-shaped frame column through universal column hoop
一种通用柱箍及应用通用柱箍现浇异形框架柱的施工方法
TAN GUANGHUA (author) / LIU QIANG (author) / ZHANG KAIJIU (author) / SHENG ZHONGSONG (author) / FAN JIANWEI (author) / ZHENG ZHONGYUAN (author) / WANG GENYING (author) / HUANG XIN (author) / HUANG YUNLONG (author) / WANG JUN (author)
2024-05-17
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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