36results about How to "Anti-seismic effect" patented technology

The invention discloses a pair of mechanical wheel shoe pads. Each mechanical wheel shoe pad comprises a shoe sole and a fixing part which can detachably fix the shoe sole to a shoe; a plurality of idle wheels are symmetrically arranged on the two sides of the bottom of each shoe sole; when the shoe pads are used for walking, each idle wheel is horizontally retracted into the corresponding shoe sole; when the shoe pads are used for sliding, each idle wheel vertically stands at the bottom of the corresponding shoe sole; a driving mechanism which is used for alternately overturning each idle wheel from a horizontal position to a vertical position is also arranged in each shoe sole; each driving mechanism comprises a push mechanism which outputs push force, a conversion structure which converts the push force into driving force, and a control structure which is used for overturning each idle wheel by the driving force. The mechanical wheel shoe pads can be converted between the two states of walking and sliding quickly and conveniently; moreover, the mechanical wheel shoe pads can be directly worn by the shoe soles without replacing, so that the mechanical wheel shoe pads are convenient to carry. In addition, the mechanical wheel shoe pads are stable in structure, convenient to wear, and suitable for being used in a variety of road sections.

The invention relates to the technical field of civil engineering, in particular to an anti-seismic structure of civil engineering. A shock-absorbing pad is attached between the upper fixing plate and the vehicle body, and the upper fixing plate and the lower fixing plate are located at two end positions. Both are fixed with air pressure support rods, and two symmetrically distributed buffer structures A are fixed at one side of the air pressure support rods between the upper fixing plate and the lower fixing plate. The invention is novel in design and simple in principle. Two magnets are used to suspend and resist shocks, so that the bumps and vibrations generated by the civil engineering trolley will be gradually reduced and offset when driving, so as to achieve the effect of shock resistance and avoid being affected by the road surface during driving. The problem of falling objects, this anti-seismic method replaces the traditional anti-seismic method through the spring, the anti-seismic effect is better, and the service life is long, the price is affordable, and it solves the problem that the performance of the spring is easily weakened under long-term compression and affects the overall anti-seismic effect. .

The anti-seismic support comprises a vertical support, a longitudinal inclined support, a transverse inclined support, a semicircular upper hoop, a triangular connecting frame and a U-shaped lower hoop, connecting plates are hinged to the top ends of the straight sections of the lower hoop, and the upper ends of the connecting plates are connected with the vertical support; through holes are formed in the two straight sections, first fixing blocks are arranged on the outer sides of the arc sections, the two ends of the upper hoop penetrate through the through holes in the straight sections and then are provided with second fixing blocks, and the first fixing blocks and the second fixing blocks are connected through bolt bodies. A connecting seat is obliquely arranged at the top of the upper hoop, and the two longitudinal oblique brackets are symmetrically hinged to the connecting seat; a triangular connecting frame is fixed to the outer side of the lower hoop, the center of the bottom edge of the triangular connecting frame is fixed to the lower hoop in a tangent mode, the two edges of the triangular connecting frame are fixed to the position, located at the bottom of the connecting plate, of the lower hoop, and the two transverse oblique supports are symmetrically installed on the two side edges of the triangular connecting frame. The anti-seismic support is easy to install, the stability of the pipeline is improved, and the good anti-seismic effect is achieved.

The invention discloses a sliding lead-core shock absorption and insulation rubber support for a bridge. The rubber support comprises a lead-core rubber support body, an upper connecting plate fixedly arranged at the upper end of the lead-core rubber support body, a lower connecting plate fixedly connected to the lower end of the lead-core rubber support body, and a sliding plate arranged at the upper part of the upper connecting plate and matched with the upper connecting plate in a sliding way, wherein the sliding plate is anchored on the bridge, and the lower connecting plate is anchored on a bridge pier. Based on the existing lead-core rubber support, the sliding mechanism is added to the invention; when environmental temperature difference occurs after the construction or in the lastperiod of the construction, the lead-core rubber support can horizontally slide to overcome the deformation caused by temperature difference and concrete shrinkage and gradual change in the normal use, thereby preventing the yielding of the lead core in normal use and avoiding the fatigue damage of the lead-core rubber support; in addition, the rubber support can have stronger deformation capacity when an earthquake occurs and play a role of shock absorption and insulation.

A prefabricated house and a construction method thereof are disclosed. Crossbeams, wall boards, support posts are prefabricated according to design sizes; above prefabricated pieces are designed into different shapes according to needs; all the prefabricated pieces are provided with reinforced heads in advance, so during construction, the prefabricatedhouse can be formed only by welding the reinforced heads of the prefabricated pieces arranged in advance, thus realizing the fabrication of a building in a factory; and the finished building is a frame structure and has earthquake-resistance. The house adopts a double-layer wall board; a heat insulation layer is arranged between the two layers of the wall board, so the house is cool in summer and warm in winter. The inner and outer wall boards are all prefabricated pieces, the wall surfaces are flat, eliminating plastering the inner and outer walls and scraping putty, thus simplying processes, as well as saving labor force and manpower.

The invention discloses an isolated rolling type vibration damping device comprising a rolling part and a rolling disk part. According to the rolling part, a round table post 2, a rubber cushion 3, a pressure plate 4, a ball bearing seat 5, a steel ball 6 and a rolling ball 15 are sequentially installed in a control box 1 at the top from top to bottom and are also provided with clearances with the inner side of the control box 1 at the top. According to the rolling disk part, the rubber cushion 3, the round table post 2, a rolling disk seat 10 and a rolling disk 13 are installed in a control box 11 of a base from bottom to top and are also provided with clearances with the inner side of the control box 11 of the base. The inner shape of the upper part of the rolling disk 13 is a recessed body comprising a matching face contacting with the rolling ball 15 and an inclined straight face in smooth transition with the matching face, the periphery of the upper part of the recessed body is provided with a blocking edge 9, an annular rubber cushion 14 is installed at the inner side face of the blocking edge 9, and the middle point of the vertical lower part of the rolling ball 15 and the middle point of the inner shape of the upper part of the rolling disk 13 are installed in a butt-joint way when the isolated rolling type vibration damping device is used. According to the isolated rolling type vibration damping device, the problems that a foundation of a building and a main body structure are integrally connected, the breaking strength and the energy of seismic waves, which are transmitted to the main body structure, can not be isolated and converted and the building is easily destroyed by vibration waves can be effectively solved. The shock resistance of the building is enhanced, and the economic loss is reduced.