温度对高强度螺栓连接节点承载性能影响的试验研究

侯兆新; 龚超; 梁梓豪; 王罡; 姚志东

doi:10.13206/j.gjgS20081803

温度对高强度螺栓连接节点承载性能影响的试验研究

doi: 10.13206/j.gjgS20081803

侯兆新^1,2,
龚超^1,2, ,,
梁梓豪²,
王罡²,
姚志东²

1. 中冶建筑研究总院有限公司, 北京 100088;
2. 国家工业建筑诊断与改造工程技术研究中心, 广东深圳 518055

基金项目:

国家重点研发计划项目（2017YFC0703807）。

详细信息

作者简介:
侯兆新，男，1963年出生，硕士，教授级高级工程师。

通讯作者:
龚超,男,1981年出生,博士,教授级高级工程师,gongchao6330@163.com。

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出版历程
- 收稿日期: 2020-11-28
- 网络出版日期: 2021-04-30

Experimental Investigation on the Effects of Temperature on the Bearing Capacity of High Strength Bolt Connections

1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;
2. National Engineering Research Center on Diagnosis and Rehabilitation of Industrial Building, Shenzhen 518055, China

摘要

摘要: 高强度螺栓连接是钢结构现场安装的主要手段之一，高强度螺栓连接螺栓孔采用槽孔时对加工和安装误差适应能力更强，便于施工。目前对高强度螺栓槽孔节点的研究较少，对高温下高强度螺栓槽孔节点的研究更是空白。为此进行了14个高强度螺栓标准孔和槽孔连接节点在常温、130 ℃高温和200 ℃高温下滑移性能的试验研究，考虑了温度、孔型、螺栓直径等参数的影响，并利用高温应变计测量了高温下高强度螺栓预拉力。
结果表明：1）在20~130 ℃期间，温度对标准孔试件滑移荷载和滑移变形有影响，抗滑移荷载减少0.9%~4.3%；抗滑移系数降低7.5%~7.8%；螺栓预拉力松弛约22.4%。2）在130~200 ℃期间，槽孔试件滑移荷载和滑移变形变化较明显。相对于常温情况，130 ℃和200 ℃下M30螺栓滑移荷载分别减少9%和34%，抗滑移系数分别降低11%和7%；螺栓预拉力出现不规则变化。3）常温条件下，相对于标准孔，槽孔的滑移荷载和抗滑移系数要小，且对于直径较大的螺栓，槽孔的削弱较小。M20和M30螺栓槽孔滑移荷载分别比标准孔的低11.0%和4.0%，抗滑移系数分别比标准孔的低12.0%和10.0%。4）130 ℃温度下，相对于标准孔，M30槽孔的滑移荷载和抗滑移系数分别降低9.0%和13.0%，且对比常温条件，130 ℃温度下槽孔的削弱更大。5）槽孔会加大螺栓预拉力松弛，130 ℃温度下，M30标准孔节点螺栓预拉力松弛约-16.3%；而槽孔节点螺栓预拉力松弛约-30.7%，比标准孔高14.4%。6）在20~130 ℃期间，M30螺栓的抗滑移系数比M20螺栓的大约30.0%，说明连接刚度越大，标准试件抗滑移系数值越大；200 ℃温度下，M30螺栓的抗滑移系数比M20螺栓的反而小12.4%，表明M20抗滑移系数出现异常。7）130 ℃时，M20和M30螺栓预拉力松弛分别约28.4%和16.3%，说明连接刚度越大，螺栓预拉力松弛越小；随着温度提高至200 ℃时，M20预拉力呈明显下降趋势，下降幅度比130 ℃时要大，离散性也大，M30螺栓预拉力呈现有升有降的状况，没有明显的规律性。
- 高强度螺栓 /
- 槽孔节点 /
- 高温 /
- 抗滑移系数 /
- 螺栓预拉力
Abstract: High strength bolt connection is one of major method used in steel structure construction on site. Taking the form of slotted hole in bolt connection, it will be more convenient and efficient in construction since this form shows better tolerance in installation deviation. At present, there is less research focused on high strength slotted bolt connection while it is blank in the research field of high strength slotted bolt connection under high temperature. 14 tests were conducted according to different experiment schemes including standard or slotted hole high strength bolt connection and different test temperatures of room temperature, 130 ℃ and 200 ℃. Among these 14 tests, slippage in bolt connection was studied and variables including temperature, bolt hole style, bolt diameter and so on were considered. The high temperature strain gauge was adopted to observe the change of bolt pretension force throughout the tests.
The results indicated that: 1) From 20 ℃ to 130 ℃, effects of temperature on slipping load and displacement were measured. Reductions were observed while temperature rising to 130 ℃ and it showed 0.9%~4.3% reduction in anti-slip load, 7.5%~7.8% reduction in mean slip coefficient and 22.4% reduction in bolt pretension.2) From 130 ℃ to 200 ℃, effects of temperature were significant. Comparing to room temperature, reduction about anti-slip load of M30 bolt was 9% and 34% respectively for 130 ℃ and 200 ℃ while reduction about mean slip coefficient was 11% and 7% respectively. Irregular change of bolt pretension was observed under this temperature situation.3) Under room temperature, anti-slip load and mean slip coefficient were decreased in slotted hole bolt connection comparing to standard hole style. Such reduction weakened with the increasing of bolt diameter in slotted hole bolt connection. The anti-slip load dropped 11.0% and 4.0% while the mean slip coefficient decreased 12.0% and 10.0% respectively for M20 and M30 slotted hole bolt connection compared with standard hole style under room temperature.4) At 130 ℃, reductions of slotted hole bolt connection for anti-slip load and mean slip coefficient were 9.0% and 13.0% respectively compared with standard hole style. The reduction was greater at 130 ℃ than room temperature.5) Slotted hole bolt connection would aggravate the relaxation of bolt pretension. Reduction of M30 bolt-pretension was 16.3% for standard hole connection and 30.7% for slotted hole bolt connection. Difference of 14.4% was observed.6) From 20 ℃ to 130 ℃, mean slip coefficient of M20 bolt was about 30.0% greater than that of M30 bolt, indicating that the mean slip coefficient improves with the increase of bolt connection stiffness. However, mean slip coefficient of M30 bolt connection was 12.4% smaller than that of M20 bolt connection at 200 ℃ and there was error in the measurement of mean slip coefficient for M20 bolt connection.7) At 130 ℃, reduction of bolt pretension for M20 and M30 bolt connection was 28.4% and 16.3% respectively, indicating that the bolt pretension relaxation weakens with the increase of bolt connection stiffness. With the temperature increasing to 200 ℃, reduction of mean slip coefficient for M20 bolt connection became obvious and greater with higher discreteness than that of 130 ℃. However, pretension of M30 bolt connection showed up and down changes without obvious pattern for temperature rising to 200 ℃.
- high strength bolt /
- slotted hole /
- high temperature /
- mean slip coefficient /
- bolt pre-tension

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参考文献(25)

侯兆新. 高强度螺栓连接设计与施工[M]. 北京:中国建筑工业出版社, 2012.

Nair S R, Birkemoe C P, Munse H W. High strength bolts subjected to tension and prying[J]. Journal of the Structural Division, 1975,101(7):1608-1609.

Stark J W B, Bijlaard F S K. Structural properties of connection in steel frames, connections in steel structures-behavior, strength and design[M]. London & New York:Elsevier Applied Science Publisher, 1987.

Faells C, Piluso V, Rizzano G. Experiment analysis of bolted connections:snug versus preloaded bolts[J]. Journal of Structural Engineering, 1998,124(7):765-774.

Yang J, Dewolf J T. Mathematical model for relaxation in high-strength bolts connections[J]. Journal of Structural Engineering, 1999,125(8):803-809.

Shi Y J, Chan S L, Wong Y L. Modeling for moment-rotation characteristics for end-plate connections[J]. Journal of Structural Engineering, 1996,122(11):1300-1306.

李启才, 顾强, 苏明周, 等.摩擦型高强度螺栓连接性能的试验研究[J]. 西安科技学院学报, 2003(9):322-324.

靳龙, 高中庸, 李健. 摩擦型钢结构连接件抗滑移系数的测定[J]. 广西工学院学报, 2001,12(4):23-25.

Bickford J H. Introduction to the design and behavior of bolted joints fourth edition[M]. Boca Raton:CRC Press Taylor & Francis Group, 2008.

American Institute of Steel Construction. AISC Specification for structural steel buildings[S]. Chicago:AISC, 2005.

American Institute of Steel Construction. AISC Specification for structural joints using ASTM A325 or A490 bolts[S]. Chicago:AISC, 2000.

Kulak G L. High strength bolting for canadian engineers[M]. Markham:Canadian Institute of Steel Construction,2005.

British Standards Institution (BSI). Structural use of steelwork in building, part 1:code of practice for design:rolled and welded sections:BS 5950-1:2000[S]. London:BSI, 2000.

中华人民共和国建设部. 钢结构设计规范:GB 50017-2003[S]. 北京:中国计划出版社,2003.

中华人民共和国住房和城乡建设部. 钢结构高强度螺栓连接技术规程:JGJ 82-2011[S].北京:中国建筑工业出版社,2011.

中华人民共和国建设部. 钢结构工程施工质量验收规范:GB 50205-2001[S].北京:中国标准出版社,2002.

European Convention for Constructional Steelwork. European recommendations for the fire safety of steel structures:Calculation of the fire resistan[M]. New York:Elsevier Scientific Pub. Co., 1983.

Sahumoto Y, Keira K, Furumura F, et al. Test of fire-resistant bolts and joints[J]. Journal of Structural Engineering, 1993,119(11):3131-3150.

Kirby B R. The behavior of high strength grade 8.8 bolts in fire[J]. Journal of Constructional Steel Research, 1995, 33(1):3-38.

Theodorou Y. Mechanical properties of grade 8.8 bolts at elevated temperatures[D]. Sheffield:University of Sheffield, 2001.

Hu Y, Davison J B, Burgess I W, et al. Comparative study of the behavior of the BS4190 and BS EN ISO 4014 bolts in fire[C]//Proceedings of Third International Conference on Steel and Composite Structure. Manchester, UK:2007.

余红霞, 余新盟, 于潮鸣. 结构火灾安全设计[M]. 北京:科学出版社, 2012.

Venkatesh K, ASCE F, Kand S, et al. Effect of temperature on thermal and mechanical properties of steel bolts[J]. Journal of Materials in Civil Engineering, 2012,24:765-774.

Kand S. Effect of temperature on thermal and mechanical properties of high strength steel A325 and A490 bolts[D]. East Lansing, MI:Michigan State Univ., 2010.

李国强, 韩林海, 楼国彪, 等. 钢结构及钢-混凝土组合结构抗火设计[M]. 北京:中国建筑工业出版社, 2006.

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