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0 # block diaphragm tower crane foundation construction method
The invention relates to the technical field of constructional engineering, in particular to a construction method of a 0 # block diaphragm tower crane foundation. Comprising the following steps that 1, square foundation bottom bars are erected on the ground; 2, foundation bolts are installed in the foundation bottom bars; 3, 0 # block concrete pouring is conducted on the foundation bottom bars; 4, a base plate and a fixed base joint are installed on the foundation bolt formed through pouring; 5, tower crane grounding connection is installed on the fixed base joint; according to the construction method, the suspended pouring beam 0 # block serves as a tower crane foundation, an independent foundation does not need to be constructed, installation is in place at a time, climbing is not needed in the later period, wall-attached rod pieces do not need to be arranged, the height of a main mast of the tower crane is reduced, construction safety is high, and applicability is high; meanwhile, the construction method is high in installation efficiency, the construction period is shortened, the treatment cost of the tower crane foundation is reduced, and environmental pollution is reduced.
本发明涉及建筑工程技术领域,特别涉及一种0#块横隔梁塔吊基础施工方法;包括以下步骤:步骤1、在地面上架设方形基础底筋;步骤2、在基础底筋内安装地脚螺栓;步骤3、对基础底筋进行0#块混凝土浇筑;步骤4、在浇筑成型后的地脚螺栓上安装垫板和固定基节;步骤5、在固定基节上安装塔吊接地连接;本发明中,该施工方法以悬浇梁0#块作为塔吊基础,无需再施作独立基础,安装一次到位,后期无需爬升,无需设置附墙杆件,降低了塔吊主桅杆高度,施工安全性高,适用性强;同时,该施工方法安装效率高、节约工期、降低了塔吊基础地基的处理成本、减少了环境污染。
0 # block diaphragm tower crane foundation construction method
The invention relates to the technical field of constructional engineering, in particular to a construction method of a 0 # block diaphragm tower crane foundation. Comprising the following steps that 1, square foundation bottom bars are erected on the ground; 2, foundation bolts are installed in the foundation bottom bars; 3, 0 # block concrete pouring is conducted on the foundation bottom bars; 4, a base plate and a fixed base joint are installed on the foundation bolt formed through pouring; 5, tower crane grounding connection is installed on the fixed base joint; according to the construction method, the suspended pouring beam 0 # block serves as a tower crane foundation, an independent foundation does not need to be constructed, installation is in place at a time, climbing is not needed in the later period, wall-attached rod pieces do not need to be arranged, the height of a main mast of the tower crane is reduced, construction safety is high, and applicability is high; meanwhile, the construction method is high in installation efficiency, the construction period is shortened, the treatment cost of the tower crane foundation is reduced, and environmental pollution is reduced.
本发明涉及建筑工程技术领域,特别涉及一种0#块横隔梁塔吊基础施工方法;包括以下步骤:步骤1、在地面上架设方形基础底筋;步骤2、在基础底筋内安装地脚螺栓;步骤3、对基础底筋进行0#块混凝土浇筑;步骤4、在浇筑成型后的地脚螺栓上安装垫板和固定基节;步骤5、在固定基节上安装塔吊接地连接;本发明中,该施工方法以悬浇梁0#块作为塔吊基础,无需再施作独立基础,安装一次到位,后期无需爬升,无需设置附墙杆件,降低了塔吊主桅杆高度,施工安全性高,适用性强;同时,该施工方法安装效率高、节约工期、降低了塔吊基础地基的处理成本、减少了环境污染。
0 # block diaphragm tower crane foundation construction method
一种0#块横隔梁塔吊基础施工方法
ZHAO ZHAN (Autor:in) / GAO YUJIA (Autor:in) / ZHANG WENMING (Autor:in) / MO JIANGFENG (Autor:in) / NIU YANPING (Autor:in) / YU HAIPING (Autor:in) / SHEN YAN (Autor:in) / LI HONGLIANG (Autor:in) / HAN MINGTAO (Autor:in)
13.12.2022
Patent
Elektronische Ressource
Chinesisch
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