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4results about How to "Reduce earthquake force" patented technology

A highway tunnel fabricated steel-concrete thin-walled reinforcing structure and design method

ActiveCN120100482BNot affected by reinforcementinfluence spaceUnderground chambersTunnel liningArchitectural engineeringThin walled
The present application provides a kind of highway tunnel fabricated steel structure-concrete thin-walled type reinforcing structure, including multiple groups of support structure, multiple groups of support structure are sequentially connected along the length direction of tunnel, support structure includes: two groups of fixed base, respectively set in the bottom wall both sides of tunnel;Two groups of duct piece structure, symmetrically set in the top wall both sides of tunnel, duct piece structure includes thin-walled duct piece and the support duct piece connected to the upper and lower ends of thin-walled duct piece, the thickness of thin-walled duct piece is less than the thickness of support duct piece, the support duct piece located in the lower end of thin-walled duct piece is connected with the top of fixed base on the same side, and the distal ends of two support duct pieces located in the upper end of thin-walled duct piece are connected with each other.The present application also provides a kind of design method of highway tunnel fabricated steel structure-concrete thin-walled type reinforcing structure.Thin-walled duct piece is treated with hierarchical stepped thin-walled, which can ensure that the construction limit of highway tunnel is not affected by reinforcement, and provides sufficient clearance for large vehicles to pass through the tunnel.
Owner:CHINA MERCHANTS CHONGQING COMM RES & DESIGN INST

Design method of existing large-span structure additionally-built roof

PendingCN119622859ARealize the shock isolation effectreduce earthquake forceGeometric CADSustainable transportationInsulation layerEarthquake intensity
The invention discloses a design method for an additional roof of an existing large-span structure, which comprises the following steps: S1, according to the current situation of the existing large-span structure, determining the total mass M, lateral stiffness k1 and damping ratio of the existing structure and the positions and number n of supporting nodes of the additional roof; the natural vibration frequency of the existing large-span structure is calculated through a formula (1); s2, determining the total mass of the roof; s3, the rigidity of the newly-added roof shock insulation layer is determined; s4, determining design parameters of a single shock insulation support; s5, checking the strength and stability of the components of the roof structure according to the reduced seismic intensity; s6, checking whether the lower supporting structure of the roof meets the standard requirements or not; and S7, building a roof seismic isolation model by taking the roof and the lower structure as a whole, and checking the displacement and acceleration of a seismic isolation layer and the lower structure until the standard requirements are met. By controlling the design process and parameters, the seismic isolation effect on the roof structure can be achieved, seismic oscillation input of the roof structure is isolated, and the seismic force of the roof is greatly reduced.
Owner:BEIJING INST OF ARCHITECTURAL DESIGN

A multi-directional buffering, limiting, energy-consuming, resettable bridge anti-seismic stopper structure

The present invention discloses a multi-directional buffering, limiting, energy-consuming, resettable bridge anti-seismic block structure, comprising a steel corbel and a block structure, wherein the steel corbel is fixed to the top of the side wall of the bridge pier by steel corbel bolts, and the block structure comprises a steel top plate fixed to the bottom of the main beam by steel top plate bolts, and a square block fixed to the top of the steel corbel, and a concave block with an inverted "concave" structure is fixed to the bottom of the steel top plate, and a rough friction surface is formed on the upper surface of the square block, and the friction surface is in close contact with the top of the groove at the bottom of the concave block, and a plurality of block compression springs are arranged between the upper side wall of the square block and the side wall of the groove at the bottom of the concave block. The present invention can limit energy consumption in multiple directions, and the material price of the present invention is low, the structure is simple, and the construction is convenient.
Owner:NANCHANG UNIV

A friction pendulum support that can resist upward pulling force

This invention relates to the field of seismic isolation and vibration reduction engineering technology, and discloses a friction pendulum bearing capable of resisting uplift forces. This friction pendulum bearing includes a liner unit, a support unit, a reset unit, and a limiting unit. The liner unit includes a steel ball-shaped liner and pressure-bearing sliding plates symmetrically arranged on the upper and lower sidewalls of the steel ball-shaped liner. The support unit includes an upper support and a lower support arranged opposite to each other, and retaining ring assemblies arranged on the opposite sidewalls of the upper and lower supports. The reset unit includes flange plates respectively arranged on the sidewalls of the upper and lower supports and a reset member connecting the opposite flange plates. The friction pendulum bearing of this invention dissipates seismic energy through the conversion of kinetic energy, potential energy, and thermal energy during frictional sliding. It has a compact overall structure, high load-bearing capacity, and can reliably withstand and transmit forces when the superstructure of a bridge or building generates forces in different directions, ensuring that it can resist uplift forces regardless of displacement in any direction.
Owner:柳州东方工程橡胶制品有限公司