Citation: | HAN Tengfei, XU Gang, LI Liang, LI Xiaodong, XI Xiangdong. RESEARCH AND APPLICATION OF SHEAR RESISTANCE OF FRICTION CONNECTION WITH HIGH STRENGTH BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 133-136. doi: 10.13204/j.gyjzG201909120001 |
中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社,2018. a-摩擦阶段;b-滑移阶段。图12不同螺栓直径和预紧力对应的滑移阶段最大位移(10.9级M20螺栓、芯板厚16 mm、盖板厚8 mm) Fig.12 Maximum displacement in slipping stage corresponding to different bolt diameters and pre-tightening forces Grade 10.9 M20 bolt, The thickness of core plate is 16 mm,The thickness of cover plate is 8 mm注:Nu=nμP,n为摩擦面数量;μ为抗滑移系数;P为预紧力。图13高强螺栓摩擦型连接的抗剪简化模型Fig.13 Simplified shear model for friction-type connections with high strength bolts
|
徐娟,时旭东. 摩擦型高强螺栓抗剪连接的螺栓单排数量和间距因素分析[J].施工技术,2006,35(5):74-76.
|
中华人民共和国建设部. 钢结构高强度螺栓连接的设计施工及验收规程:JGJ 82-1991[S].北京:中国建筑工业出版社,1992.
|
中华人民共和国建设部. 钢结构工程质量检验评定标准:GB 50221-95[S].北京:中国建筑工业出版社,1995.
|
田岛二郎.高强度螺栓摩擦连接概论[M].铁道部基建局编译组,译.北京:人民铁道出版社, 1978.
|
王萌,石永久,王元清. 高强度螺栓连接抗剪性能研究[J].建筑结构学报,2011,32(3):27-34.
|
[1] | LAN Tao, LI Zexu, ZHANG Boya, GAO Ruixiang, YOU Yong. Experimental Research on Slip Factors of Corroded Slip-Critical Weathering High-Strength Bolted Connections[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 95-103. doi: 10.13204/j.gyjzG23080410 |
[3] | Ji Xiaolian, Wu Yaohua, He Wenhui. EXPERIMENTAL STUDY OF HIGH-STRENGTH BOLTS SLIP-RESISTANT CONNECTION WITH LOW YIELD STRENGTH STEEL Q160[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 147-150. doi: 10.13204/j.gyjz201504028 |
[4] | Lu Ye, Liu Qing, Chen Yulong, Luo Shishun. STRUCTURAL DESIGN TECHNOLOGY OF CONTAINER BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 130-136. doi: 10.13204/j.gyjz201402028 |
[5] | Wei Wenhui, Yu Meng, Gao Zhan, Yu Weifang. ANALYSIS OF SHEAR CAPACITY OF BEAM-AND-GIRDER BOLT CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 134-137. doi: 10.13204/j.gyjz201306027 |
[6] | Yuan Quan, Xu Huijun. STIFFNESS ANALYSIS OF STAIRS TOGETHER WITH FRAME STRUCTURE BY D-METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 85-88,159. doi: 10.13204/j.gyjz201201016 |
[7] | Wang Zhijun, Bai Jie, Bai Shaoliang. LOAD TRANSFER MODEL AND DESIGN METHOD OF ECCENTRIC IN-PLANE BEAM-THIN WALL JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 60-65. doi: 10.13204/j.gyjz201003015 |
[8] | Song Mingzhi, Xu Juehui, LüHenglin, Wang Yong. EXPERIMENTAL STUDY ON ANTI-SLIDING COEFFICIENT OF FRICTION TYPE HIGH-STRENGTH BOLT CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 102-104. doi: 10.13204/j.gyjz200912025 |
[9] | Wang Yan, Zheng Jie. STUDY ON THE PRYING FORCE OF HIGH STRENGTH BOLT IN EXTENDED END-PLATE CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 99-103. doi: 10.13204/j.gyjz200809028 |
[10] | Zhang Zhiqiang, Zhang Ke, Zhao Feng, Hao Mingke. STRENGTHENING SCHEME OF CRANE BEAM FOR A STANDARD MEMBER FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 112-114. doi: 10.13204/j.gyjz200811028 |
[11] | Gong Anli, Zheng Shansuo, Wang Bin, Zha Chunguang, Li Lei. A DESIGN METHOD TO STRENGTHEN PRESTRESSED CONCRETE CRANE GIRDER USING CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 102-105. doi: 10.13204/j.gyjz200808027 |
[12] | Jiang Li-zhong, Yu Zhi-wu, Cao Hua, Liu Zhong-wu. RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 85-87,96. doi: 10.13204/j.gyjz200711023 |
[13] | Zhao Zhonghu, Zhang Guoqing. STUDY OF RESTORING FORCE MODEL SKELETON CURVE OF PRESS -BENDING COMPONENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 73-76. doi: 10.13204/j.gyjz200709016 |
[14] | Ren Xueping, Yang Wenzhi, Su Fengqi, Zhang Yucheng. TESTING ANALYSIS OF FAULT OF CRANE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 98-99,107. doi: 10.13204/j.gyjz200502027 |
[15] | Qin Likun, Song Yupu, Zhao Dongfu, Yang Jianhui. MEASURED VARIABLE-AMPLITICED FATIGUE DATA AND VIBRATION MODAL ANALYSIS OF CRANE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 65-66,82. doi: 10.13204/j.gyjz200405020 |
1. | 陈明,刘俊廷,董鹏,索新良. 某风电机倒塔事故分析及防范措施. 东北电力技术. 2024(06): 21-26 . ![]() | |
2. | 马志贵,冀伟,武维宏. 摩擦型高强螺栓连接抗剪滑移行为研究. 公路交通科技. 2024(07): 101-109 . ![]() |