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Since the bearing will not resist bending moments, it must be provided with an even bridge seat. As far as cudved load is concerned, it is transferred as the steel pistol moves toward pot wall. Please contact our Engineering Staff with any questions on durved over 4 inches thick. The soleplate rest on the top rkcker a deep cast base with a curve bed-plate that is anchored on the top of the abutment as shown in fig. Rocker bearing with curved bottom, it may be required to provide rocker bearing with curved bottom such as polytetrafluoroethylene PTFE to decline generated friction. This is the simplest type of bearing, consist of a sole plate attached to the underside of the bridge girder, which is free to slide over the wall plate, anchored to the masonry or concrete abutment. The design of these bearings must take into account the welding practicality and the access for the welder of all joints that require welding.

The design of these bearings must take into account the welding practicality and the access for the welder of all joints that require welding.

Excessive weld sizes or the design of partial and full penetration groove welds when unnecessary should also be avoided. Over-done or unnecessary welding can add extensive costs to these bearings but add no durability or service life to the bearings. This is especially recommended on railroad structures where large impact loads are possible.

However, please be aware that for plates over 4 inches in thickness, yield and tensile strengths may be less or the required steel specification may have to be changed to provide the strength required. Please contact our Engineering Staff with any questions on steel over 4 inches thick. Forged or cast steel for the bearings will be considered on demand.

Nuts — recess pin nuts or plain pin nuts — should be of the same material as the steel plates. Cosmec will provide the pins and nuts threaded as required and various methods, such as the use of cotter pins, can be used to prevent the nuts from loosening with time and rotation. The upper plate is connected to the sole plate by either bolting or welding.

The lower curved plate sits on the masonry plate. Rotational Movement is allowed. Lateral and Translational Movements are Restricted. For isolation applications in machinery isolation, roller and ball bearing are used. It includes cylindrical rollers and balls.

It is sufficient to resist service movements and damping depending on the material used. A general drawback to this type of bearing is its tendency to collect dust and debris. Longitudinal movements are allowed. Lateral Movements and Rotations are Restricted.

A rocker bearing is a type of expansion bearing that comes in a great variety. It typically consists of a pin at the top that facilitates rotations, and a curved surface at the bottom that accommodates the translational movements.

Rocker and pin bearings are primarily used in steel bridges. A sliding bearing utilizes one plane metal plate sliding against another to accommodate translations. The sliding bearing surface produces a frictional force that is applied to the superstructure, substructure, and the bearing itself. These bearing usually allow angular movement of deflection of the girder. This is the simplest type of bearing consist of a flat rectangular steel plate attached to the underside of the lower flange of the bridge girder.

Also learn about What is sill level and Lintel level? This is an improved type of fixed plate bearing. In its case, instead of a simple steel plate, a deep cast base is attached to the underside of the bridge girder. This type of bearing avoids the concentration of reaction at the inner edge of the bearing and thus distributes the load more uniformly over the abutment.

Suitability — This type of bridge bearings is suitable for 12 to 20m span of a steel girder bridge. This type of bearing is consist of a top inverted shoe and a bottom shoe with a rocker pin, provided in between the shoes.

The girder is connected to the top inverted shoe and the bottom shoe is anchored at its base to the top of the abutment. With the deflection of the girder, the top inverted shoe rotates over the pin and this allows free angular movement of the girder at its end. Suitability — This type of bridge bearings is suitable for a long span 20m long of the girder bridge.



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Author: admin | 19.04.2021



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