Jiang Donglei, Zhu Lijun, Ma Chuanhua, Li Wentuo, Xiao Wei, Wen Dayang, Yuan Bin
Engineering Operation Center, Hainan Branch, CNOOC Limited, Haikou 570100, China.
China University of Petroleum (Beijing), Beijing 100000, China.
ACS Omega. 2024 May 31;9(23):25332-25343. doi: 10.1021/acsomega.4c03414. eCollection 2024 Jun 11.
The mechanical performance of grade G oil well cement stones declines significantly when subjected to temperatures exceeding 110 °C; the strategy to mitigate the impact of high temperatures is by incorporating siliceous materials. However, it is important to note that the crystalline properties of siliceous materials vary, leading to different effects on the temperature reduction. This study focuses on tricalcium silicate (CS), the primary component of oil well cement. The impact of different types of silica, including amorphous silica (nanosilica, silica fume) and crystalline silica (quartz sand), on the hydration of CS was investigated using H NMR, XRD, TGA, and SEM-EDS analyses. The results show that siliceous materials can significantly prevent the strength decrease of CS hardening products at high temperatures and inhibit the rise of porosity and permeability. Adding excessive amorphous siliceous materials, such as nanosilica, can cause agglomeration, resulting in a porous structure of CS hardening products and hindering their strength. Amorphous silica fume is more reactive than crystalline silica sand and can rapidly initiate a pozzolanic reaction with calcium hydroxide. Siliceous materials also convert high-Ca/Si of C-S-H (hillebrandite, jaffeite, and reinhardbraunsite) into low-Ca/Si of C-S-H (gyrolite, okenite, tobermorite, nekoite). Siliceous materials reduce the porosity and permeability of C3S hardening products and enhance their mechanical properties through the filling and transformation of hydration products.
G级油井水泥石在温度超过110°C时,其力学性能会显著下降;减轻高温影响的策略是加入硅质材料。然而,需要注意的是,硅质材料的晶体特性各不相同,对降温的影响也不同。本研究聚焦于油井水泥的主要成分硅酸三钙(CS)。使用核磁共振氢谱(H NMR)、X射线衍射(XRD)、热重分析(TGA)和扫描电子显微镜-能谱分析(SEM-EDS),研究了不同类型的二氧化硅,包括无定形二氧化硅(纳米二氧化硅、硅灰)和结晶二氧化硅(石英砂)对CS水化的影响。结果表明,硅质材料能显著防止CS硬化产物在高温下强度降低,并抑制孔隙率和渗透率的上升。添加过量的无定形硅质材料,如纳米二氧化硅,会导致团聚,使CS硬化产物形成多孔结构并阻碍其强度。无定形硅灰比结晶石英砂更具反应活性,能迅速与氢氧化钙引发火山灰反应。硅质材料还将C-S-H(希勒布兰德石、贾菲石和莱因哈德布劳恩石)的高钙硅比转化为C-S-H(雪硅钙石、奥克石、托贝莫来石、内科石)的低钙硅比。硅质材料通过填充和转化水化产物,降低了C3S硬化产物的孔隙率和渗透率,提高了其力学性能。