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深水深井高温高压水泥石固化养护及制备方法研究
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作者 刘书杰 武治强 +2 位作者 吴怡 侯铎 张智 《石油钻采工艺》 CAS 北大核心 2022年第3期291-296,共6页
深水深井面临超深、超高温超高压、复杂储层等特殊地质条件,对固井水泥石的综合力学性能提出了更高要求,急需适用于高温高压工况的水泥石固化养护及制备方法,从而准确可靠地评价和优化水泥浆体系。设计并建立了高温高压水泥浆固化养护... 深水深井面临超深、超高温超高压、复杂储层等特殊地质条件,对固井水泥石的综合力学性能提出了更高要求,急需适用于高温高压工况的水泥石固化养护及制备方法,从而准确可靠地评价和优化水泥浆体系。设计并建立了高温高压水泥浆固化养护装置及水泥石制备方法,精准模拟了深水深井高温高压(150 MPa、250℃)工况水泥浆固化养护过程,分析对比了不同温度、压力条件下所制备水泥石的单轴抗压强度、抗拉强度等力学性能。结果表明:所建立的高温高压工况水泥石固化养护及制备方法可准确模拟深水深井高温高压井筒工况条件,同时高温高压条件亦可充分发挥水泥浆体系助剂的性能优势,测试发现运用该方法制备的水泥石与常规方法制备的水泥石在抗压强度、抗拉强度等力学性能方面存在显著差异。该方法的提出有利于促进深水深井高温高压水泥浆体系固化养护和水泥石制备技术的发展,为固井水泥浆体系配方优化提供实验方法和技术支撑。 展开更多
关键词 深水深井 高温高压 固井 水泥石 固化养护
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环氧树脂胶粘剂在混凝土工程加固中的应用 被引量:2
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作者 张文渊 《河南建材》 2001年第2期43-43,共1页
由于建筑物长期承受动载荷,导致混凝土构件在受拉情况下出现裂缝,混凝土内的钢筋产生锈蚀,从而降低混凝土建筑物的安全系数,甚至导致建筑物坍塌事故的发生.由于混凝土的裂缝仅为表面破坏迹象,裂缝内部的宽度、深度以及破坏截面,用常规... 由于建筑物长期承受动载荷,导致混凝土构件在受拉情况下出现裂缝,混凝土内的钢筋产生锈蚀,从而降低混凝土建筑物的安全系数,甚至导致建筑物坍塌事故的发生.由于混凝土的裂缝仅为表面破坏迹象,裂缝内部的宽度、深度以及破坏截面,用常规方式无法观察,所以,很难做出有效地处理.近年来,江苏省国营淮海农场应用环氧树脂胶粘剂,先后修复加固了总场办公大楼、招待所、教学楼、公路桥梁等多项工程,均收到了良好的效果. 展开更多
关键词 混凝土工程 环氧树脂 胶粘剂 加固 固化养护
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植筋技术知识 被引量:2
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作者 罗桂民 李志臣 《建筑技术开发》 2002年第10期51-51,共1页
关键词 植筋 建筑物 固化养护 洗孔 钻孔 锚固
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YJ建筑结构胶粘钢加固的几项关键技术
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作者 马昕 周宇 《建筑技术》 北大核心 2002年第6期426-427,共2页
关键词 粘钢 加固 YJ结构胶 涂胶 固化养护 楼板
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粘钢加固施工工艺
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作者 王东 黄东 《科技资讯》 2011年第25期107-107,共1页
文章从粘钢加固的适用范围、工艺流程到检验措施及质量保证措施;主要工序施工方法、粘结面表面处理、加固构件卸荷、钢板预贴、粘贴加压等方面,全面阐述了粘钢加固的施工过程。
关键词 粘钢加固 适用范围 固化养护 质量保证 钢板
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钢厂冷轧公辅项目防腐工程技术研究
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作者 何平 《江西建材》 2015年第5期275-276,共2页
冷轧公辅项目主要是为冷轧全厂提供能源介质,并对各机组产生的废液进行处理,构筑物容纳各种废液,必须在其内部采取强有力的防腐措施,才能确保构筑物的使用寿命。
关键词 树脂玻璃钢 耐酸砖 固化养护
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循环流化床锅炉调试运行经验分析
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作者 梁海 《工业锅炉》 2006年第4期46-48,共3页
针对循环流化床锅炉的特点,对调试运行阶段的磨损、运行控制、材料固化养护等要点做了探讨和总结,并从实际经验和设计原理出发提出了解决方法和建议。
关键词 循环流化床锅炉 调试运行 固化养护
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Influence of subsequent curing on water sorptivity and pore structure of steam-cured concrete 被引量:5
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作者 贺智敏 龙广成 谢友均 《Journal of Central South University》 SCIE EI CAS 2012年第4期1155-1162,共8页
Steam-cured condition is found to cause larger porosity and worse properties of concrete compared with normal curing condition. For the sake of seeking effective measurements to eliminate this bad effect of steam-cure... Steam-cured condition is found to cause larger porosity and worse properties of concrete compared with normal curing condition. For the sake of seeking effective measurements to eliminate this bad effect of steam-cured condition on concrete, the water sorptivity and pore structure of steam-cured concretes exposed to different subsequent curing conditions were investigated after steam-curing treatment. The capillary absorption coefficient and porosity of the corresponding concretes were analyzed, and their mechanisms were also discussed. The results indicate that water sorptivity and pore structure of steam-cured concrete are greatly influenced by the curing condition used in subsequent ages. Exposure steam-cured concrete to air condition has an obviously bad effect on its properties and microstructures. Adopting subsequent curing of immersing steam-cured concrete into about 20℃ water after steam curing period can significantly decrease its capillary absorption coefficient and porosity. Steam-cured concrete with 7 d water curing has minimum capillary absorption coefficient and total porosity. Its water sorptivity is decreased by 23% compared with standard curing concrete and the porosity is 9.6% lower. Moreover, the corresponding gradient of water sorptivity and porosity of steam-cured concrete both decrease, thus mictostructure of concrete becomes more homogeneous. 展开更多
关键词 steam-cured concrete water sorptivity pore structure curing condition
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Study on influence factors of cement-stabilized soil compressive strength 被引量:1
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作者 CAI Chengqiu LI Xin ZHANG Jun GUO Qingsong 《Global Geology》 2012年第2期130-134,共5页
The cement dry jet mixing method has been used to reinforce soft cohesive ground to increase the strength of soft cohesive ground and to decrease its deformation. The study briefly introduces the curing mechanism of c... The cement dry jet mixing method has been used to reinforce soft cohesive ground to increase the strength of soft cohesive ground and to decrease its deformation. The study briefly introduces the curing mechanism of cement-soil,presents the factors of influencing on compressive strength,mainly analyses the factors including cement mixing ratio,cement strength grade,curing age,moisture content and soil texture and puts forward some rational proposals at last. 展开更多
关键词 cement-stabilized soil curing mechanism influencing factors compressive strength
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Effects of Improving Durability of Concrete by AQUA CURTAIN Curing and Its Application m Development of the New Wet Curing Method
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作者 Yukinori Furukawa Kazuto Fukudome Yasuhiro Mitani 《Journal of Civil Engineering and Architecture》 2012年第5期574-585,共12页
We report a wet curing system developed and made suitable for practical application to curing the interior and verticalconcrete surfaces of tunnel linings after the formwork has been removed. In this system, air is ev... We report a wet curing system developed and made suitable for practical application to curing the interior and verticalconcrete surfaces of tunnel linings after the formwork has been removed. In this system, air is evacuated from the gap between the curing sheet and the concrete surface to create a close contact, and by supplying water to the space between the contacting surfaces, a water film is formed over the concrete surface. This enables the wet curing of vertical concrete surfaces and interior surfaces of tunnel linings after the formwork has been removed, a process that has to date been difficult. In this paper, the effects of wet curing on improving the durability of concrete are verified, and examples of the application of wet curing to actual structures are presented. 展开更多
关键词 Wet curing freeze-thaw resistance carbonation resistance pore structure tunnel lining concrete.
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