38results about How to "Won't lose stability" patented technology

The invention discloses a bridge car. The bridge car is operated by a plurality of bridge pier tops being specially provided with electric I-shaped wheel type rollers to support and push a single-segment carriage with a rigid length greater than 2A, wherein an adjacent interval A of the bridge pier tops is over 10 meters, and occupied ground is less and no bridge body stretches across to obstructscenery. The bridge car is much cheaper than the bottom surface of a carriage with short rail tracks so as to be constructed straight and strong, and people and objects inside of the car are protectedto be safer and more comfortable. The bridge car is in contact with the rollers downwards so that foreign matters and dust which are adhered to the bridge car can be greatly reduced. Even driving toa turnout, a direction choosing roller which hangs down only from one side of the carriage can be used for crossing the outer side of a guide rod fixedly connected to the outer surface of a bearing atthe side end of a roller table to restrict the car from entering the turnout on the side. A plate turnout and a centimetre-wide turnout seam are disconnected. Caterpillar bands are wound between thebridge car and the rollers in a padding mode, and a cushion is easily added at the bottom of the bridge car to enable the operation more stable and efficient. Even the length of the carriage can be reduced to 1.5A to A to save money, the total cost and technical difficulty are close to ordinary trains, and no magnetic pollution of magnetic suspension or delikatny is achieved. The speed per hour can reach nearly 600,000 meters, and the distance to home after debarkation is far closer than an airport. A plurality of support-rod-type brakes are arranged at the bottom of the bridge car to supportthe bridge car to perform emergency brake by separating from the rollers. No driving device needs to be arranged in the carriage to reduce sources of danger.

The invention provides a protection structure and a construction method for mooring piles on slopes in water level fluctuation areas. The mooring piles include reinforced concrete pouring piles, pile caps and mooring piles. Beam and deck structure. The construction of the structure mainly includes: excavation of earth and stone on the slope surface; positioning and pouring of pile foundation; excavation of reinforced concrete lattice beam soil; anchor construction; laying of geotextile inverted filter layer; Construction; pouring of reinforced concrete face protection structure; construction of wedge-shaped groove and steps; installation of steel bollards and a series of processes.

This application relates to a fiber grating wind speed and direction sensor, including a thin-walled cylinder and a package body. The upper middle part of the thin-walled cylinder is hollowed out, and a third equal-strength cantilever beam is installed in this area. The central axis of the upper and lower surfaces of the third equal-strength cantilever beam The fiber grating sensors are symmetrically pasted on the top respectively; it also includes a direction cam, a cylindrical cam and a push rod arranged in the package body, and a horizontal equal-strength cantilever beam is respectively connected to the upper and lower parts of the inner side of the package body, and is hung and installed on the top side of the package body A vertical equal-intensity cantilever beam, fiber grating sensors are pasted on both sides of the equal-intensity cantilever beam, and a permanent magnet is provided at the free end to sense the magnetic force change of the permanent magnet on the equal-intensity cantilever beam. The application has a light structure and is not easy to be damaged, and realizes real-time online monitoring of wind speed and direction by utilizing the physical properties of fiber gratings such as small size, anti-electromagnetic interference, good electrical insulation performance and large transportation capacity.