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小倾角间接空冷塔支撑柱结构形式受力对比分析

王晨旭 王建军 李海瑞

电力勘测设计Issue(6):33-38,6.
电力勘测设计Issue(6):33-38,6.DOI:10.13500/j.dlkcsj.issn1671-9913.2025.06.007

小倾角间接空冷塔支撑柱结构形式受力对比分析

Comparative Analysis of the Structural forms of Support Column Structures for Small Inclination Angle Intercooling Towers

王晨旭 1王建军 1李海瑞1

作者信息

  • 1. 中国能源建设集团山西省电力勘测设计院有限公司,山西 太原 030001
  • 折叠

摘要

Abstract

For large-scale intercooling towers of the 1 000 MW level,under conditions restricted by layout and complex foundation sit-uations,the use of the type of small-inclination-angle intercooling tower can effectively reduce the land occupation range,and lower the costs of foundation treatment and land acquisition.For a 1 000 MW project that adopted a small inclination angle intercooling tower scheme,conventional reinforced concrete X columns and new steel pipe concrete X columns were designed as two types of inclined column schemes.Analysis and calculation were carried out using SAP2000.The calculation results show that the steel pipe concrete X column scheme has larger overall rigidity of the tower body,stronger load-bearing capacity of the steel pipe concrete X column,fewer X columns,and relatively smaller cross-sections,making it more suitable for the small inclination angle type of intercooling tower.

关键词

间接空冷塔/小倾角/钢管混凝土

Key words

indirect air cooling tower/small inclination angle/steel pipe concrete

分类

动力与电气工程

引用本文复制引用

王晨旭,王建军,李海瑞..小倾角间接空冷塔支撑柱结构形式受力对比分析[J].电力勘测设计,2025,(6):33-38,6.

电力勘测设计

1671-9913

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