钢结构装配式变电站一体化围护结构抗火性能研究

引用文献:

盛学庆 ,曾聪, 潘胜军, 陈佳慧. 钢结构装配式变电站一体化围护结构抗火性能研究[J]. 建筑结构,2023,48(05):98-102.

SHENG Xueqing ,ZENG Cong, PAN Shengjun, CHEN Jiahui. Study on fire resistance performance on integrated enclosure structure of steel prefabricated transformer substation[J]. Building Structure,2023,48(05):98-102.

作者:盛学庆 ,曾聪, 潘胜军, 陈佳慧
单位:杭州市电力设计院有限公司, 东北电力大学建筑工程学院
摘要:当前钢结构装配式变电站仍存在围护结构装配化程度低、主体结构防火构造与围护结构不匹配等技术问题,基于此,提出了一种适用于钢结构装配式变电站的一体化围护结构,一方面实现对梁柱的防火保护,同时也可以实现防火板与墙板的一体化。对单榀钢框架进行了足尺抗火试验,并对不同厚度蒸压轻质混凝土防火板(ALC板)的抗火性能进行了有限元分析。结果表明:由50mm厚ALC板+50mm厚岩棉层+50mm厚ALC板组成的一体化墙板和使用100mm厚ALC板作为梁柱防火板的主体结构均能满足ISO-834标准火灾模拟下的耐火极限要求。
关键词:装配式变电站;钢结构;一体化围护体系;抗火性能;蒸压轻质混凝土板;
作者简介:盛学庆,硕士,正高级工程师,主要从事土建设计及管理,Email:sxq_ks@163.com。曾聪,博士,副教授,硕士生导师,主要从事钢结构稳定性和装配式建筑领域的研究,Email:zc_1113@126.com。
基金:国网浙江省电力公司科技项目:装配式变电站模块化建设关键技术研究及应用(188002)。
尊敬的用户,本篇文章需要2元,点击支付交费后阅读
参考文献[1] 郭小农,陈晨,朱劭骏,等.铝合金空间结构抗火性能研究进展[J].防灾减灾工程学报,2020,40(2):293-308.
[2] 潘希成.钢结构主要防火保护措施综述[J].山西建筑,2019,5(18):39-40.
[3] 李白宇.抗火试验中钢结构缩尺模型的相似理论研究[D].北京:中国建筑科学研究院,2019.
[4] 党张辉.半刚接无侧移组合框架耐火性能研究[D].西安:西安建筑科技大学,2019.
[5] SALHAB B,WANG Y C.A study of the thermal performance of cold-formed thin-walled perforated steel studs (thermal studs)in fire[J].EARTH & SPACE,2004,3:689-695.
[6] FENG M,WANG Y C.An experimental study of loaded full-scale cold-formed thin-walled steel structural panels under fire conditions[J].Fire Safety Journal,2005,40(1):43-63.
[7] FENG M,WANG Y C.An analysis of the structural behaviour of axially loaded full-scale cold-formed thin-walled steel structural panels tested under fire conditions[J].Thin-walled Structures,2005,43(2):291-332.
[8] 马奇杰,王培军,郑英杰.腹板开槽冷弯薄壁卷边槽钢抗火性能有限元分析模型[J].防灾减灾工程学报,2012,32(2):205-209.
[9] SHAHBAZIAN A,WANG Y C.Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression[J].Thin-Walled Structures,2011,49(11):1415-1428.
[10] 丛术平,梁书亭,董毓利.简支钢梁火灾行为的试验研究[J].东南大学学报,2005(S1):66-68.
[11] 赵根田,王聊杨,冯超.薄柔H形钢部分包裹混凝土梁柱组合体抗震性能研究[J].建筑结构学报,2013,34(S1):96-101.
[12] 蒋首超,吴弘宸.钢结构围护-防火一体化材料耐火性能试验研究[J].建筑钢结构进展,2021,23(1):77-84.
[13] 盛学庆,徐庆锋,潘胜军,等.装配式一体化内龙骨夹芯围护墙板抗火性能研究[J].合成材料老化与应用,2021,50(6):49-52.
[14] 建筑构件耐火试验方法第1部分:通用要求:GB/T 9978.1—2008[S].北京:中国标准出版社,2008.
Study on fire resistance performance on integrated enclosure structure of steel prefabricated transformer substation
SHENG Xueqing ,ZENG Cong, PAN Shengjun, CHEN Jiahui
(Hangzhou Electric Power Design Institute Co., Ltd. School of Civil Engineering and Architecture, Northeast Electric Power University)
Abstract: The present steel prefabricated transformer substation still have some technical problems, such as low assembling degree of enclosure structure and mismatching of main structure fire prevention structure and enclosure structure. Based on this, an integrated enclosure structure for steel prefabricated transformer substation was proposed. It can realize the fire protection of the beams and columns, and also integrate fire prevention board with wall panel at the same time. A full-scale fire resistance test was carried out on the single-thickness steel frame, and the fire resistance performance of autoclaved lightweight concrete board(ALC board) with different thicknesses was analyzed by finite element method. The results show that the integrated wall board composed of 50mm ALC board +50mm rock wool layer +50mm ALC board and the main structure using 100mm ALC board as the fire prevention board can meet the fire resistance limit requirements under fire simulation in standard ISO-834.
Keywords: prefabricated transformer substation; steel structure; integrated enclosure structure; fire resistance performance; autoclaved lightweight concrete board
558 0 0
文字:     A-     A+     默认 取消