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71results about How to "Avoid tensile stress" patented technology

Anti-pulling system

An anti-pulling system comprises an upper connecting plate, a lower connecting plate, an upper layer of sliding mechanism, a lower layer of sliding mechanism and intermediate layers, the upper layer of sliding mechanism and the lower layer of sliding mechanism are respectively connected with the upper connecting plate and the lower connecting plate, the intermediate layer is connected between the upper layer of sliding mechanism and the lower layer of sliding mechanism, and the upper layer of sliding mechanism and the lower layer of sliding mechanism have the same structure, are mounted opposite from each other, and can slide in directions perpendicular to each other. The upper (lower) layer of sliding mechanism comprises n sets of upper (lower) guide rails and upper (lower) sliders, the upper (lower) guide rails are mounted in parallel, the upper (lower) sliders are slidably fitted on the upper (lower) guide rails, the top surfaces of the upper guide rails are connected with the upper connecting plate, the top surfaces of the lower guide rails are connected with the lower connecting plate, and the intermediate layers are respectively connected with the bottoms of the upper sliders and the lower sliders. Under the load action of an earthquake or wind, the anti-pulling system can resist the high upward pulling force of a building structure, meanwhile, the anti-pulling system can allow a seismic isolation structure to slide, resist upsetting moment and enhance the anti-leaning or anti-shaking capability of the building structure, and the anti-pulling system can be used along with intermediate seismic isolation rubber bearings and dampers to form a foundation seismic isolation system which can provide the capability of resisting and balancing the horizontal leaning moment of the structure.
Owner:柳州东方工程橡胶制品有限公司

Method for reinforcing connection of diaphragm plate and girder by aid of penetrating type prestress

The invention discloses a method for reinforcing connection of a diaphragm plate and a girder by aid of penetrating type prestress. The method comprises steps as follows: (1) positions of additionally arranged prestress steel strands are determined on the diaphragm plate and a girder web, and then, holes are drilled in the girder web and the diaphragm plate to form mounting channels for prestress steel strands; (2) slots are formed in two ends of each mounting channel, and stress-dispersing steel cushion plates are mounted in the slotted positions; (3) the prestress steel strands penetrate through the channels in the girder and the diaphragm plate; steel strand anchoring devices are mounted; steel strands are tensioned. After external prestress is added between the girder and the diaphragm plate, connection between the girder and the diaphragm plate is effectively enhanced, so that the diaphragm plate prestores certain press stress when not bearing load of a vehicle, pulling stress produced under constant action of vehicle load is overcome, the cracking resistance of the diaphragm plate is effectively improved, the rigidity of the diaphragm plate is improved, the horizontal linkage is enhanced, and the overall stressing performance of a bridge is effectively improved.
Owner:TAIYUAN UNIV OF TECH

Multi-stage speed reducer for vertical shaft flexible hoisting container

The invention discloses a multi-stage speed reducer for a vertical shaft flexible hoisting container, and belongs to the technical field of vertical shaft hoisting transportation. The multi-stage speed reducer comprises a flexible hoisting container, wherein guide rollers are arranged on the left side and the right side of the flexible hoisting container, guide rails matched with the guide rollersare arranged on the left side and the right side of a vertical shaft, and the guide rollers are arranged on the guide rails in a rolling mode; and front and rear symmetrical speed reducers are arranged on the front and rear sides of the flexible hoisting container, the plurality of speed reducers are arranged in the ascending and descending direction of the flexible hoisting container, and the braking torque of the speed reducers at the upper side is smaller than that of the speed reducers at the lower side. According to the multi-stage speed reducer for the vertical shaft flexible hoisting container, multi-stage speed reducing braking is adopted, so that tensile stress or compressive stress generated on the flexible hoisting container due to single use of upper disc braking or lower discbraking is avoided; and the multi-stage speed reducing braking force is decreased progressively from top to bottom, and the balance between the overall inertia pressure and pulling force of the flexible hoisting container is maintained so that the perpendicularity of the flexible hoisting container can still be guaranteed through the dead weight, and the container is prevented from twist deformation and getting stuck in the middle of a shaft.
Owner:徐州中翰矿山设备制造有限公司 +2
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