全装配式玻璃钢废水池试验研究
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摘要
在石油钻井大提速的背景下,传统的现浇废水池已远不能满足钻前工程工期、成本等的要求,综合分析各种材料特性和钻前工程的特殊要求提出全装配式玻璃钢废水池,并对玻璃钢拉伸性能、压缩性能、弯曲性能、层间剪切性能等力学性能和拼装水池整体性进行了研究。结果表明,玻璃钢复合材的抗压强度最小值为127.05 MPa,是混凝土的4.49倍,抗拉强度最小值为280.70 MPa,是混凝土的157倍,满水过程中应变最大值为0.023%,远小于玻璃钢材料自身的抗应变能力,玻璃钢材料作为全装配废水池具有可行性。
Based on the background of the oil drilling speedup,traditional poured waste water pool cannot meet the requirements of duration,cost and other in pre-drilling project,it analyzed various material properties comprehensively and special requirements of predrilling project and proposed fully assembled fiberglass waste water pond. The study of FRP tensile properties,compressive properties,flexural properties,interlaminar shear properties and integrity of assembled pool was conducted. Based on this,the feasibility of modularized FRP pools were proposed. The results show that the minimum compressive strength of FRP is 127. 05 MPa,which is 4. 49 times of concrete,and the minimum tensile strength is 280. 70 MPa,which is 157 times of concrete,the maximum strain value is 0. 023%,which is much smaller than FRP anti-resilience. FRP materials as the the full assembled waste water pool is feasible.
Based on the background of the oil drilling speedup,traditional poured waste water pool cannot meet the requirements of duration,cost and other in pre-drilling project,it analyzed various material properties comprehensively and special requirements of predrilling project and proposed fully assembled fiberglass waste water pond. The study of FRP tensile properties,compressive properties,flexural properties,interlaminar shear properties and integrity of assembled pool was conducted. Based on this,the feasibility of modularized FRP pools were proposed. The results show that the minimum compressive strength of FRP is 127. 05 MPa,which is 4. 49 times of concrete,and the minimum tensile strength is 280. 70 MPa,which is 157 times of concrete,the maximum strain value is 0. 023%,which is much smaller than FRP anti-resilience. FRP materials as the the full assembled waste water pool is feasible.
引文
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[2]王星,王凡.复合材料在板锥网壳结构中的应用[J].浙江工业大学学报(自然科学版),2003(4):124-127.
[3]黄家康.我国玻璃钢模压成型工艺的发展回顾及现状[J].玻璃钢/复合材料,2014(9):24-33.
[4]谢维章,谈智和.玻璃钢RO特种水箱设计及制造[J].玻璃钢,2008(4):8-17.
[5]薛爽.玻璃钢沼气池型应用技术推广[J].现代农业,2014(10):89-90.
[6]郭芳芳,耿运贵.玻璃钢/复合材料在建筑结构中的应用与发展趋势[J].建筑技术与应用,2014(5):11-13.
[7]中国建筑材料工业协会.纤维增强塑料拉伸性能试验方法:GB/T 1447—2005[S].北京:中国标准出版社,2005.
[8]中国建筑材料工业协会.纤维增强塑料压缩性能试验方法:GB/T 1448—2005[S].北京:中国标准出版社,2005.
[9]中国建筑材料工业协会.纤维增强塑料弯曲性能试验方法:GB/T 1449—2005[S].北京:中国标准出版社,2005.
[10]中国建筑材料工业协会.纤维增强塑料层间剪切强度试验方法:GB/T 1450.1—2005[S].北京:中国标准出版社,2005.