Patents
Literature
Hiro is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Hiro

42results about How to "Avoid heavy force" patented technology

Stone-crushing concrete preparation device for buildings

The invention discloses a stone crushing concrete preparation device for construction, which comprises a base, a left support plate and a right support plate are respectively arranged on the left and right sides of the base; the left support plate and the right support plate are fixed by a bracket There is a crushing box, and the bottom of the crushing box is fixed with an extruding plate; the first rotating shaft is also connected with marbles through elastic wires, and the marbles are located below the crushing box; the base is also provided with a mixing bucket through a bracket. There is a material receiving funnel on the left side of the top of the mixing barrel; a third rotating shaft is connected to the rotating shaft in the mixing barrel, and a spiral blade is installed on the third rotating shaft. The left end of the third rotating shaft passes through the left side wall of the mixing barrel, and the left end of the third rotating shaft It is connected with the right end of the first rotating shaft through a universal joint. The invention uses marbles to knock the bottom of the crushing box to prevent adhesion and blockage; the stone particles after screening are directly entered into the mixing tank for concrete preparation without manual control, and the processing efficiency is effectively improved.
Owner:李小强

Building curtain wall mounting structure with auxiliary fixing and supporting device based on BIM (Building Information Modeling)

The invention belongs to the technical field of building construction, and particularly discloses a BIM-based building curtain wall mounting structure with an auxiliary fixing and supporting device, which comprises a curtain wall body, a keel frame, a fixing assembly and an auxiliary assembly, a group of insertion holes are formed in the outer side wall of the keel frame, and a cavity is formed in the keel frame; a set of first sliding grooves are formed in the inner side wall of the cavity. The first sliding groove is communicated with the insertion hole; the curtain wall body is inserted into the insertion hole; the auxiliary assembly is arranged on the outer side wall of the keel frame; the fixing assembly is arranged in the cavity and comprises a sliding rod and a rotating mechanism. The group of sliding rods are connected into the first sliding groove in a sliding manner; the rotating mechanism is arranged in the cavity, and the rotating mechanism is in sliding fit with the inner side wall of the cavity; the curtain wall body is installed by fixing the inserting rods in four directions, the trouble that the curtain wall body is fixed through fastening screws is avoided, and the installation efficiency of the curtain wall body is improved.
Owner:广东美科建工集团有限公司

An inclined bridge seismic damper and its parameter optimization method

ActiveCN105468827BSeismic Response ControlPlay a role in damping energy consumptionBridge structural detailsDesign optimisation/simulationElement modelSnubber
The invention discloses an oblique type bridge anti-seismic damper and a parameter optimization method thereof, and relates to the technical field of bridge seismic resistance. The parameter optimization method comprises the following steps: establishing a bridge dynamic finite element model, calculating and obtaining a horizontal seismic dynamic response result and a longitudinal seismic dynamic response result of a bridge; optimizing a horizontal equivalent damping coefficient Ct, a longitudinal equivalent damping coefficient C1 and a speed index alpha of the oblique type bridge anti-seismic damper; calculating an oblique included angle beta and a damping parameter C of the oblique type bridge anti-seismic damper; and outputting the equivalent damping coefficient Ct, the longitudinal equivalent damping coefficient C1, the speed index alpha, the damping parameter C and the oblique included angle beta which satisfy the practical bridge design requirement. According to the oblique type bridge anti-seismic damper and the parameter optimization method thereof provided by the invention, when the bridge has a horizontal seismic action and a longitudinal seismic action, the oblique type bridge anti-seismic damper can play a role in damping energy dissipation, so that an effect of using only one set of oblique type bridge anti-seismic damper to control the longitudinal and horizontal seismic actions synchronously can be achieved.
Owner:CHINA RAILWAY BRIDGE SCI RES INST LTD +2
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products