Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated cornice construction method
An assembly type cornice construction method specifically comprises the following steps of S1, surveying and setting out, S2, dividing keels in the length direction of a cornice body according to the cornice surveying and setting out condition, S3, arranging a machining area on the site ground, machining a single-frame framework in the machining area according to the design in the step S2, and then according to the maximum lifting capacity of a tower crane, conducting construction on the single-frame framework according to the design in the step S2. Processing a plurality of single-frame frameworks into a small-frame unit according to a drawing; s3, aluminum plate processing; s5, the aluminum plate is installed at the design position of one small unit according to a drawing; s6, the one-truss small unit is hoisted, and the one-truss small unit is hoisted to the installed steel support on the roof steel frame; s7, connecting the small unit with the steel support after re-checking; and S8, the step S6 and the step S7 are repeated, and the multiple single-truss small units are hoisted and mutually connected to form the cornice main body. According to the method, the ground machining quality and precision are better, and the safety and the construction speed are high when a full framing is not needed and an ultra-high cornice is installed in a hoisting installation mode.
一种装配式挑檐施工方法，具体包括如下步骤：S1、测量放线：S2、根据挑檐测量放线情况沿挑檐主体长度方向对龙骨进行分格，S3、在现场地面设置加工区，在加工区按照步骤S2中的设计加工单榀骨架，然后根据吊塔的最大起重量，按照图纸将多个单榀骨架加工成一榀小单元；S3、铝板加工；S5、将铝板根据图纸安装在一榀小单元的设计位置上；S6、对一榀小单元进行吊装，将一榀小单元吊装到屋顶钢架上已经安装好的钢支座上；S7、复核后将一榀小单元与钢支座进行连接；S8、重复步骤S6和S7，将多个一榀小单元吊装并相互连接组成挑檐主体。本发明在地面加工质量、精度更好，通过吊装安装的方式，无需搭满堂架，安装超高挑檐时，安全性高，施工速度快。
Fabricated cornice construction method
An assembly type cornice construction method specifically comprises the following steps of S1, surveying and setting out, S2, dividing keels in the length direction of a cornice body according to the cornice surveying and setting out condition, S3, arranging a machining area on the site ground, machining a single-frame framework in the machining area according to the design in the step S2, and then according to the maximum lifting capacity of a tower crane, conducting construction on the single-frame framework according to the design in the step S2. Processing a plurality of single-frame frameworks into a small-frame unit according to a drawing; s3, aluminum plate processing; s5, the aluminum plate is installed at the design position of one small unit according to a drawing; s6, the one-truss small unit is hoisted, and the one-truss small unit is hoisted to the installed steel support on the roof steel frame; s7, connecting the small unit with the steel support after re-checking; and S8, the step S6 and the step S7 are repeated, and the multiple single-truss small units are hoisted and mutually connected to form the cornice main body. According to the method, the ground machining quality and precision are better, and the safety and the construction speed are high when a full framing is not needed and an ultra-high cornice is installed in a hoisting installation mode.
一种装配式挑檐施工方法，具体包括如下步骤：S1、测量放线：S2、根据挑檐测量放线情况沿挑檐主体长度方向对龙骨进行分格，S3、在现场地面设置加工区，在加工区按照步骤S2中的设计加工单榀骨架，然后根据吊塔的最大起重量，按照图纸将多个单榀骨架加工成一榀小单元；S3、铝板加工；S5、将铝板根据图纸安装在一榀小单元的设计位置上；S6、对一榀小单元进行吊装，将一榀小单元吊装到屋顶钢架上已经安装好的钢支座上；S7、复核后将一榀小单元与钢支座进行连接；S8、重复步骤S6和S7，将多个一榀小单元吊装并相互连接组成挑檐主体。本发明在地面加工质量、精度更好，通过吊装安装的方式，无需搭满堂架，安装超高挑檐时，安全性高，施工速度快。
Fabricated cornice construction method
一种装配式挑檐施工方法
MA YI (Autor:in) / ZHENG YANLAI (Autor:in) / DAI QINGQIN (Autor:in) / ZHANG TAOTAO (Autor:in) / ZHOU WU (Autor:in) / WU GANG (Autor:in) / TAN KA (Autor:in) / LIAO XIAOSONG (Autor:in) / XU JIAHAO (Autor:in)
26.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04D
ROOF COVERINGS
,
Dacheindeckungen
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