3results about How to "Reduce design load" patented technology

The present application belongs to the technical field of slurry bed hydrogenation, and discloses a residual oil processing system and method. The system comprises a residual oil hydrogenation reaction device, an oil-gas separation unit, an atmospheric distillation unit, a vacuum distillation unit and a raw oil feeding pipeline. The present application has the technical characteristics of simple structure, improved economic benefits, reduced investment cost and device operation energy consumption, etc.

Disclosed in the present invention is an integrated cost-reducing optimization design method for a support structure of an offshore wind turbine. Under the condition that a full-field design is given, a cost-reducing optimization design is performed to provide an implementation process and technical means; according to existing design control factors of an actual project, targeted improvement and an iterative design are performed by adopting multiple technical means such as: (1) selecting a suitable machine site, and a wind parameter, a water depth and a geological exploration parameter thereof; (2) an integrated load; (3) an optimal control policy; (4) improving a damping ratio; (5) a damper; (6) using a novel shoot-nail connection; (7) a mud-surface accumulative deformation algorithm; (8) a large-diameter pile-soil effect; (9) adjusting a tower configuration; (10) adjusting a tower, a basic diameter and a root distance; (11) releasing a frequency range to 1P and 3P control; (12) refining the geological exploration parameter; (13) increasing a diameter-to-thickness ratio; and (14) shortening a pile length, and a unit-control-tower-foundation integrated design can be performed in order to seek a global optimal design, such that a design load of the support structure can be effectively reduced, the construction cost of the support structure is reduced, and the kilowatt-hour cost of offshore wind power is reduced.

The application discloses a combined core column plate and a one-time forming construction method thereof. The core column plate comprises, from bottom to top, a tension UHPC lower panel and a compression ordinary concrete or light-weight high-strength concrete upper panel, and the two panels are connected through a plurality of vertical combined core columns, and a shear key or a rough interface is arranged at the joint of the core column and the panel to ensure the cooperative stress. A polyurethane heat preservation inner mold is arranged between adjacent core columns, and the inner mold serves as a one-time permanent formwork and reserves a pipeline channel. The construction method is as follows: the UHPC lower panel and the lower section of the core column are poured in the same mold first, and then the upper ordinary concrete panel and the upper section of the core column are poured within a limited time interval, so that the wet joint is integrally formed. The application reduces the material cost on the premise of maintaining the high performance of the tension UHPC, and has the advantages of light weight, high heat preservation and being suitable for modular prefabrication.