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Advanced active jacking force cross brace construction method for inner inclined tower column
The invention discloses an advanced active jacking force cross brace construction method for an inner inclined tower column. According to the method, a main tower (A), a main brace system (1), a supporting and fixing system (2) and a jacking force system (3) are included. The main supporting system (1) is composed of a climbing cone (4), a movable head (6) and a transverse supporting steel pipe (9). The supporting and fixing system (2) is composed of a climbing cone (4), a bracket support (5), an auxiliary supporting beam (7) and a limiting frame (8). The jacking force system (3) is composed of a reinforced adjustable head (10), a jack (11) and a steel wedge block (12); the supporting and fixing systems (2) are symmetrically fixed on the main tower (A); the main supporting system (1) is arranged on the two supporting and fixing systems (2), and the two ends of the main supporting system (1) are connected with a main tower (A). According to the method, the construction safety problem of the inner inclined tower column is systematically solved, the construction progress is effectively accelerated, the number of cross braces needed in engineering is reduced, and economic benefits are improved.
本发明公开了一种用于内倾斜塔柱的超前主动顶力横撑施工方法,该方法中包括有主塔(A)、主撑系统(1)、支承固定系统(2)和顶力系统(3);主撑系统(1)由爬锥(4)、活络头(6)和横撑钢管(9)构成;支承固定系统(2)由爬锥(4)、牛腿支架(5)、辅助支撑梁(7)以及限位架(8)构成;顶力系统(3)由加强型活络头(10)、千斤顶(11)以及钢楔块构成(12);支承固定系统(2)对称固定在主塔(A)上;主撑系统(1)设置在两个支承固定系统(2)上,且两端与主塔(A)连接。本发明系统地解决了内倾斜塔柱施工安全问题,有效提高施工进度,减少了工程中所需的横撑数量,提高了经济效益。
Advanced active jacking force cross brace construction method for inner inclined tower column
The invention discloses an advanced active jacking force cross brace construction method for an inner inclined tower column. According to the method, a main tower (A), a main brace system (1), a supporting and fixing system (2) and a jacking force system (3) are included. The main supporting system (1) is composed of a climbing cone (4), a movable head (6) and a transverse supporting steel pipe (9). The supporting and fixing system (2) is composed of a climbing cone (4), a bracket support (5), an auxiliary supporting beam (7) and a limiting frame (8). The jacking force system (3) is composed of a reinforced adjustable head (10), a jack (11) and a steel wedge block (12); the supporting and fixing systems (2) are symmetrically fixed on the main tower (A); the main supporting system (1) is arranged on the two supporting and fixing systems (2), and the two ends of the main supporting system (1) are connected with a main tower (A). According to the method, the construction safety problem of the inner inclined tower column is systematically solved, the construction progress is effectively accelerated, the number of cross braces needed in engineering is reduced, and economic benefits are improved.
本发明公开了一种用于内倾斜塔柱的超前主动顶力横撑施工方法,该方法中包括有主塔(A)、主撑系统(1)、支承固定系统(2)和顶力系统(3);主撑系统(1)由爬锥(4)、活络头(6)和横撑钢管(9)构成;支承固定系统(2)由爬锥(4)、牛腿支架(5)、辅助支撑梁(7)以及限位架(8)构成;顶力系统(3)由加强型活络头(10)、千斤顶(11)以及钢楔块构成(12);支承固定系统(2)对称固定在主塔(A)上;主撑系统(1)设置在两个支承固定系统(2)上,且两端与主塔(A)连接。本发明系统地解决了内倾斜塔柱施工安全问题,有效提高施工进度,减少了工程中所需的横撑数量,提高了经济效益。
Advanced active jacking force cross brace construction method for inner inclined tower column
一种用于内倾斜塔柱的超前主动顶力横撑施工方法
FAN ZEYU (Autor:in) / WANG YONG (Autor:in) / JIN KE (Autor:in) / LI HAIYIN (Autor:in) / ZHANG JINWEI (Autor:in) / LI ZHIGANG (Autor:in) / WU LIFENG (Autor:in) / ZHANG PING (Autor:in) / ZHAO XIANGKUN (Autor:in) / ZHANG ZEWEN (Autor:in)
25.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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