Energy dissipation and vibration reduction corrugated steel tube-rubber concrete assembly type pier and method

Abstract

The invention discloses an energy dissipation and vibration reduction corrugated steel tube-rubber concrete assembly type pier and a method. The pier comprises a bearing table, a supporting column anda cover beam which are sequentially connected from bottom to top, the bearing table and the supporting column are in abut joint through a flange, the abut-joint flange is completely poured in a groove of the bearing table, a reinforcement cage framework is arranged in the supporting column, concrete is poured, the top is matched with a hole way preinstalled in the cover beam through longitudinalreinforcements, the cover beam is mounted on the supporting column through cooperation of the hole way and the upper ends of the longitudinal reinforcements, and the cover beam is used for being matched with the supporting column and the bearing table to achieve supporting of an upper bridge structure. Through the assembly design, the construction efficiency of the bridge is improved, the whole vibration reduction capacity is improved, the better construction portability and energy dissipation and vibration reduction capacity are better, in addition, an undulated structure outside the supporting column has the effect of relieving the impact force, the action force of impact to the pier is weakened, and through rubber concrete poured into corrugated steel tubes, needs of the vibration resistance ductility and active energy dissipation capacity of the pier are improved.

Description

technical field [0001] The application relates to the field of bridge engineering, in particular to a corrugated steel pipe-rubber concrete assembled bridge pier for energy consumption and shock absorption and a method thereof. Background technique [0002] At present, the substructure of the bridge mostly adopts reinforced concrete structure, and the construction generally adopts the method of pouring on site. This kind of pouring on site construction requires a lot of labor, erecting brackets and formwork, and is highly dangerous; it also causes noise and waste slag pollution to the surrounding environment. Seriously affect the normal traffic around the city; this construction method has a low level of industrialization, relatively low construction efficiency, and the overall energy consumption of the industry is relatively high. Compared with traditional cast-in-place bridge piers, prefabricated composite bridge piers have the characteristics of fast construction speed, s...

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Problems solved by technology

[0003] The inventors found that although traditional steel pipe concrete has the advantages of high bearing capacity, good seismic performance, and convenient construction, with the continuous popularization of its application and the increase of service time, a series of problems such as unstable construction, void, and sticking, corrosion of steel pipes, local buckling of pipe walls, etc., it is difficult to effectively utilize the respective material advantages of steel structures and concrete; It is difficult to effectively protect the bridge pier when the impact force of the vehicle (ship) is relatively large, and the measures and structures that use new energy-dissipating materials to enhance the anti-collision and energy-dissipating characteristics of the bridge pier must be specially made, and the cost is high and the scope of application is small. Difficult to be widely applied to the anti-collision design of bridge piers

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