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442results about How to "Impact resistance" patented technology

Design method and device of anti-impact vibration isolation type magnetorheological pier bearing-damper system

ActiveCN104179118AInhibition shiftEnhanced vertical strengthBridge structural detailsElastomerDamping ratio
The invention relates to a design method and a device of an anti-impact vibration isolation type magnetorheological pier bearing-damper system. According to the method, magnetorheological elastomers which are large in vertical stiffness, high in structural strength and adjustable in elasticity modulus are used as bearing bodies, and impact resistance and vibration isolation of a pier-beam structure under the action of large load are realized by adjustment of pier stiffness; a magnetorheological damper capable of providing large damping without medium settlement is used as a damping device, three-dimensional rotation capacity of the damper is improved by using a ball-and-socket joint mode at two ends thereof, and pier-beam displacement is restrained by damping adjustment for further vibration reduction and energy dissipation; magnetorheological elastomer bearings, the magnetorheological damper and a controller jointly form an anti-impact vibration-isolation pier bearing device, the controller intelligently adjusts stiffness and damping of the bearing-damper system by detecting the impact vibration of a bridge, structural strength of the pier-beam structure is improved while damping ratio thereof is increased, and when the bridge is under large-load impact vibration, impact transmission is slowed down or isolated and pier-bean displacement is restrained so as to guarantee structural safety of the bridge.
Owner:CHONGQING UNIV OF POSTS & TELECOMM

Anodic sacrifice protection method of steel reinforced concrete bridge pier

The utility model relates to an abandon-anode-protection method in the technical field of anti-corrosion for metals in reinforced concrete structures in marine environment, in particular to an abandon-anode-protection method for reinforced concrete in an area with tide difference and wave splashing. The main structure includes a terminal box, an extended anode, an electric connecting wire, a composite sheath, a metallic fastener, a sheath-connecting slot, an under-water abandon anode, a reinforced concrete bridge pier, rebars, fixing parts, extended-anode connector, electrically conductive cement mortar filler, conductive connectors and under-water fixers. The rebars in the concrete are fixedly connected with the conductive connectors at one end of the abandon anode; the electrically conductive cement mortar filler fixes the extended anode on the surface to be protected; the under-water abandon anode is fixed by steel strip or angle steel, and is electrically connected with the rebars in the concrete. The abandon-anode-protection method for reinforced concrete in an area with tide difference and wave splashing is characterized by no maintenance, easy installation, is helpful for after-stage replacing and re-protection, and will not influence the service life or operation of the reinforced concrete structures.
Owner:SUNRUI MARINE ENVIRONMENT ENG

Hydraulic fracturing and grouting solidification combined rock cross-cut coal uncovering method

The invention discloses a hydraulic fracturing and grouting solidification combined rock cross-cut coal uncovering method which includes that when roadway drivage reaches a 10m coal layer vertical distance, fracturing holes of a coal layer are drilled, the coal layer is subjected to hydraulic fracturing, and the water injection amount reaches the preset value after above 3MPa pressure drop appears in fracturing; a plurality of grouting holes are drilled when the roadway drivage reaches a 5m coal layer vertical distance; coal layer methane gases are extracted through the fracturing holes and the grouting holes; the coal layer is subjected to quantitative grouting through the grouting holes with grouting pressure to be above 15MPa; and roadway drivage is continued after grouting solidification, and rock cross-cut coal uncovering is completed. Single hole grouting amount includes grouting hole grouting amount M1 and coal layer permeation grouting amount M2 and is calculated according to M=M1+M2=rho*eta/K *(pi*D<2>/4 *L +pir<2>*l*P)*10<-6>, wherein rho is a grouting density, eta is a storage coefficient, K is a grouting foaming expansion rate, D is a drilling diameter, L is grouting hole length, r is a penetration radius of slurry in the coal layer, l is length of the grouting holes in the coal layer and p is a coal layer porosity. The hydraulic fracturing and grouting solidification combined rock cross-cut coal uncovering method has the advantages of being capable of fast and safely performing rock cross-cut coal uncovering, avoiding re-handling, and improving social benefit.
Owner:重庆市能源投资集团科技有限责任公司 +1

Anti-seismic flexible passive protecting screen system for side slope

The invention discloses an anti-seismic flexible passive protecting screen system for a side slope, which comprises a passive protecting screen, a steel column (3), an upper supporting rope (2), a lower supporting rope (4) and an upper anchor pulling rope (11). The anti-seismic flexible passive protecting screen system for the side slope is characterized in that at least one end of the upper supporting rope (2) is connected with the top end of the steel column (3) via an anti-seismic damping component, and the upper anchor pulling rope (11) is connected with the top end of the steel column (3) via another anti-seismic damping component. When the side slope is in earthquake, stones and rocks rolling along the surface of the side slope can generate large impact force to the passive protecting screen, and impact energy can be converted into damping liquid heat energy via the anti-seismic damping components. Impact caused by falling rocks, rolling stones, shallow collapse and the like on the rock side slope when in earthquake to the passive protecting screen can be effectively reduced, and the problem that buildings below the side slope are damaged due to the fact that the passive protecting screen is broken by the falling rocks and the rolling stones is avoided. In addition, the protecting screen system is simple in structure, convenient in manufacture and reliable in performance.
Owner:南京宏地工程咨询有限公司
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