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Underwater bearing platform construction method
The invention provides an underwater bearing platform construction method. The method comprises the following steps that platform bottom construction and platform body construction are carried out, scaffold erection is carried out in the step, and a scaffold comprises transverse bottom horizontal rods and longitudinal bottom horizontal rods which are connected in a staggered manner at the bottom layer and transverse horizontal rods, longitudinal horizontal rods and vertical rods which are connected in a staggered manner at the upper layer. The extension positions of the transverse horizontal rods and the longitudinal horizontal rods are arranged in different longitudinal distances of the vertical rods in a staggered manner so as to reduce eccentric load of the vertical rods; and main joints are formed at the joints of the transverse horizontal rods, the longitudinal horizontal rods and the vertical rods, the transverse horizontal rod and the vertical rod on each main joint are fixed through a right-angle fastener, one transverse horizontal rod is arranged in each midspan so as to support a scaffold board. Inclined rods are arranged between the parallel vertical rods, so that the longitudinal stability and integrity of the scaffold are enhanced, the structural stability of the scaffold is better, and the influence of the humid and watery environment on the structure of the scaffold is reduced.
本发明提供了一种水中承台施工方法,包括如下步骤:台底施工、台身施工,在该步骤中,进行脚手架搭设,脚手架包括底层交错连接的横向扫地杆和纵向扫地杆以及上层交错连接的横向水平杆、纵向水平杆和立杆,横向水平杆、纵向水平杆接长位置错开布置在不同的立杆纵距中,以减少立杆偏心受载;横向水平杆、纵向水平杆和立杆连接处形成主节点,每个主节点上的横向水平杆与立杆均通过直角扣件固定,在每跨跨中设置一根横向水平杆,以便支承脚手板;相互平行的立杆之间设置斜杆,以增强脚手架的纵向稳定性和整体性,使脚手架结构稳定性更好,减少潮湿多水的环境对脚手架结构造成影响。
Underwater bearing platform construction method
The invention provides an underwater bearing platform construction method. The method comprises the following steps that platform bottom construction and platform body construction are carried out, scaffold erection is carried out in the step, and a scaffold comprises transverse bottom horizontal rods and longitudinal bottom horizontal rods which are connected in a staggered manner at the bottom layer and transverse horizontal rods, longitudinal horizontal rods and vertical rods which are connected in a staggered manner at the upper layer. The extension positions of the transverse horizontal rods and the longitudinal horizontal rods are arranged in different longitudinal distances of the vertical rods in a staggered manner so as to reduce eccentric load of the vertical rods; and main joints are formed at the joints of the transverse horizontal rods, the longitudinal horizontal rods and the vertical rods, the transverse horizontal rod and the vertical rod on each main joint are fixed through a right-angle fastener, one transverse horizontal rod is arranged in each midspan so as to support a scaffold board. Inclined rods are arranged between the parallel vertical rods, so that the longitudinal stability and integrity of the scaffold are enhanced, the structural stability of the scaffold is better, and the influence of the humid and watery environment on the structure of the scaffold is reduced.
本发明提供了一种水中承台施工方法,包括如下步骤:台底施工、台身施工,在该步骤中,进行脚手架搭设,脚手架包括底层交错连接的横向扫地杆和纵向扫地杆以及上层交错连接的横向水平杆、纵向水平杆和立杆,横向水平杆、纵向水平杆接长位置错开布置在不同的立杆纵距中,以减少立杆偏心受载;横向水平杆、纵向水平杆和立杆连接处形成主节点,每个主节点上的横向水平杆与立杆均通过直角扣件固定,在每跨跨中设置一根横向水平杆,以便支承脚手板;相互平行的立杆之间设置斜杆,以增强脚手架的纵向稳定性和整体性,使脚手架结构稳定性更好,减少潮湿多水的环境对脚手架结构造成影响。
Underwater bearing platform construction method
一种水中承台施工方法
ZHANG MENG (Autor:in) / HUANG NING (Autor:in) / YANG FAN (Autor:in) / ZHANG CHANG (Autor:in) / ZHOU BO (Autor:in) / ZENG XIAO (Autor:in) / ZHU KE (Autor:in) / XIAO SHUANGYUE (Autor:in) / WANG TING (Autor:in)
03.11.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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