- 摘 要
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（1 西安理工大學(xué)土木建筑工程學(xué)院，西安 710048；2 中國電力工程顧問集團西北電力設(shè)計院，西安 710075）
［摘要］對采用不同厚度節(jié)點板的750kV格構(gòu)式變電構(gòu)架格構(gòu)柱KT形節(jié)點進行了足尺試驗及有限元仿真分析，考察了其在設(shè)計荷載和1.5倍設(shè)計荷載作用下的受力及變形情況。結(jié)果表明，節(jié)點板厚度減小后，設(shè)計荷載作用下其仍處于彈性工作狀態(tài)，1.5倍設(shè)計荷載作用下其仍然安全，可為節(jié)點板設(shè)計提供參考依據(jù)。
［關(guān)鍵詞］750kV格構(gòu)式變電構(gòu)架; 節(jié)點板; 足尺試驗; 仿真分析
中圖分類號：TU391 文獻標識碼：A 文章編號：1002-848X(2014)06-0060-05
Experimental study and simulation analysis on gusset-plate thickness optimization of 750kV lattice substation frame
Si Jianhui1, Jian Zheng1, Zhang Yuming2, Hu Feng2, Liu Maoshe1
(1 School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China; 2 Northwest Electric Power Design Institute of China Power Engineering Consulting Group, Xi’an 710075, China)
Abstract: Full-scale tests and relevant finite element simulation analysis were conducted on lattice column gusset-plates with different thickness of a 750kV lattice substation frame to study the stress and deformation behavior under the design load and 1.5 times of the design load.Results reveal that after the reduction of the gusset-plate thickness, the column is still in elastic working state under the design load and keeps in safety under 1.5 times of the design load.The study provides reference for gusset-plate design.
Keywords: 750kV lattice substation frame; gusset-plate; full-scale test; simulation analysis
*國家自然科學(xué)基金(51308454),中國博士后第54批面上項目（2013M542371），陜西省自然科學(xué)基金（2013JQ7006）,陜西省教育廳自然科學(xué)專項（2013JK0967）。
作者簡介：司建輝，博士，副教授，Email：sjhfr@163.com。
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