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变电站防火墙整体组合木模板体系施工工艺研究

Research on Construction Technology of Integrated Combined Wooden Formwork System for Substation Firewalls

  • 摘要: 在新型电力系统加速建设的背景下,变电站主变防火墙施工面临传统钢模板成本高昂且适应性差、零散木模板精度不足且效率低下的双重困境。本文基于工程实践,提出一种基于整体组合木模板体系的防火墙流水施工工艺。该工法以15 mm厚胶合板为面板、方钢管为龙骨组成大模板,并构建“木方内龙骨—双钢管外龙骨—对拉螺栓”多层传力体系;同时融合分区域交叉流水施工模式与成套质量控制技术,实现模板体系优化、工序组织创新与质量精准控制的协同。经儒林500 kV变电站及昌乐1000 kV变电站工程验证,该工法较传统大钢模板工艺施工效率提升10%~16%,总成本节约30%,且工程质量一次成优。研究成果可为同类变电站防火墙施工提供技术参考。

     

    Abstract: Against the backdrop of the accelerated construction of new-type power systems, the construction of main-transformer firewalls in substations faces the dual challenges of high cost and poor adaptability of traditional steel formwork, as well as low precision and insufficient efficiency of scattered wooden formwork. Based on engineering practice, this paper proposes a flow construction process for firewalls using an integrated combined wooden formwork system. The method employs large-formwork panels made of 15 mm-thick plywood faced with square steel tube ribs, and incorporates a multi-layer force-transfer system consisting of "inner wooden ribs – outer double-steel-tube ribs – through-wall tie rods." It also integrates a zoned cross-flow construction mode and comprehensive quality control techniques, achieving synergistic optimization of the formwork system, innovative process organization, and precise quality control. Verified through the Rulin 500 kV substation and Changle 1000 kV substation projects, this method improves construction efficiency by 10%–16%, reduces total cost by 30%, and ensures first-time quality excellence compared with conventional large-steel-formwork techniques. The findings can serve as a reference for similar substation firewall construction.

     

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