万吨级组块浮托技术在百米水深海域的实践

以超百米水深海域的某油气田开发项目中万吨级组块整体海上浮托安装为例,对组块浮托安装施工原理、施工方案和实际应用效果进行阐述,总结组块浮托安装环境监控、船舶调载、锚泊定位、缓冲对接技术,为后续国内外海上平台组块等结构物的设计和施工提供技术支持.     

大直径钻孔卸压对围岩强度与锚固力影响研究

为研究大直径钻孔卸压对围岩强度与锚固力的影响作用,利用厚壁理论模型建立实验室试验与现场围岩强度变化的对应关系,为实验室测试提供理论基础;利用数值模拟分析了大直径钻孔对围岩强度的影响作用,得到梁宝寺煤矿3320工作面煤壁钻孔卸压后的围岩强度减弱了20%~25%;通过实验测试,得到了现场使用的锚杆和锚固剂的力学性能;选用PVC、6061铝和20#钢不同材质的套筒分析了不同径向刚度对锚杆锚固力影响,锚固力大小介于55.4~110 kN之间;依据等效径向刚度公式,确定了直径为150 mm的卸压钻孔使锚杆锚固力弱化约为10%,为保持等效的围岩控制程度,支护强度应设计为无卸压钻孔时的1.10倍。     

Optimal pricing of online products based on customer anchoring-adjustment psychology

Online product pricing is an important factor that affects the purchase of customers and the earnings of e-commerce platform enterprises. It has an increasingly prominent influence on consumers’ purchasing decisions. To study the influence of customers’ anchoring psychology and product pricing on customers’ purchasing behaviors, this paper proposes a pricing model that considers online consumers to be anchored by the product price and sales. The cognitive bias of online consumers is described by a utility function based on an anchoring-adjustment heuristic, and consumer choice behavior and an online product pricing strategy are studied with a multinomial logit model. Then, it studies the influence of the anchoring point and anchoring degree on optimal pricing, sales and profit. In particular, when consumers are anchored only by sales of goods, the optimal solution is monotonic with respect to the anchoring degree. However, when consumers are anchored by both price and sales, both factors affect consumer behaviors and produce more complex results. This paper provides a flexible pricing mechanism for platform enterprises, and it can provide a theoretical basis and decision support for dynamic pricing of platform enterprises based on historical consumption data.     

水面漂浮式光伏电站的适用性及设计要点

对比分析了多种水面漂浮式光伏电站的浮体结构形式优缺点，阐明了水面漂浮式光伏电站的技术特点与发展方向，并针对漂浮式光伏电站锚固系统所面临的水位变动及锚缆拉力不均等问题提出了应对的锚固系统方案，推导了锚固力及配重块或浮球体积的计算方法。最后，还对漂浮式光伏电站的电气系统设计与安装给出了建议。     

Anchoring and Catalytic Effects of rGO Supported VS2 Nanosheets Enable High-Performance Li–Organosulfur Battery

As a high-energy-density cathode material, organosulfur has great potential for lithium batteries. However, their practical application is plagued by electronic/ionic insulation and sluggish redox kinetics. Hence, our strategy is to design a self-weaving, freestanding host material by introducing reduced graphene oxide–supported VS₂ nanosheets (VS₂-rGO) and carbon nanotubes (CNTs) for lithium–phenyl tetrasulfide (Li–PTS) batteries. Unique host materials not only provide physicochemical confinement of active materials to boost the utilization but also catalyze the conversion of active materials to accelerate redox kinetics. Therefore, Li–PTS cell based on the 3D VS₂-rGO-CNTs (VSGC) host material shows excellent cyclability, with a slow capacity decay rate of 0.08% per cycle over 500 cycles at 0.5 C, and a high areal capacity of 3.1 mAh cm⁻² with the PTS loading of 7.2 mg cm⁻². More importantly, the potential for practical applications is highlighted by the flexible pouch cell with a high areal capacity (4.1 mAh cm⁻²) and a low electrolyte/PTS ratio (3.5 µL mg⁻¹). This work sheds light on elevating the electrochemical performance of Li–organosulfur batteries through the effective catalytic and adsorbed host material.     

竖向钢筋混合连接预制剪力墙抗震性能试验

为研究竖向钢筋采用新型混合连接(预制剪力墙边缘构件竖向钢筋采用复合直螺纹套筒连接,竖向分布钢筋采用环筋扣合连接)、端面为通长抗剪槽的预制剪力墙的抗震性能,完成了2个预制剪力墙试件及1个对比现浇剪力墙试件的拟静力试验.试件的剪跨比为1.91,按强剪弱弯设计.试验结果表明:预制墙试件的破坏形态与设计一致,为正截面受压破坏;试验结束时,套筒无可见裂纹,连接的钢筋未发生滑移;预制墙试件与现浇墙试件的抗震性能基本相同,预制墙的抗震性能满足现行规范要求;预制墙试件的正截面受压承载力不小于按现浇剪力墙计算的正截面受压承载力的1.1倍,可采用现行行业标准相关公式计算预制剪力墙的正截面受压承载力;位移角1/100时,预制墙试件与现浇墙试件的墙体变形基本相同,截面竖向变形基本符合平截面假定,水平结合面和竖向结合面均无明显错动,竖向结合面无明显张开,墙体预制与后浇部分有很好的整体性.