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A Self-Learning Manual - Institution of Engineers Mauritius

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A <strong>Self</strong>-<strong>Learning</strong> <strong>Manual</strong><br />

Mastering Different Fields <strong>of</strong> Civil Engineering Works (VC-Q&A Method) Vincent T. H. CHU<br />

2. What is preset in bridge bearing? (B2)<br />

“Preset” is a method to reduce the size <strong>of</strong> upper plates <strong>of</strong> sliding bearings<br />

in order to save cost. The normal length <strong>of</strong> an upper bearing plate should<br />

be composed <strong>of</strong> the following components: length <strong>of</strong> bearing + 2 x<br />

irreversible movement + 2 x reversible movement. Initially the bearing is<br />

placed at the mid-point <strong>of</strong> the upper bearing plate without considering the<br />

directional effect <strong>of</strong> irreversible movement. However, as irreversible<br />

movement normally takes place at one direction only, the bearing is<br />

displaced/presetted a distance <strong>of</strong> (irreversible movement/2) from the<br />

mid-point <strong>of</strong> bearing in which the length <strong>of</strong> upper plate length is equal to the<br />

length <strong>of</strong> bearing + irreversible movement + 2 x reversible movement. In<br />

this arrangement, the size <strong>of</strong> upper plate is minimized in which irreversible<br />

movement takes place in one direction only and there is no need to include<br />

the component <strong>of</strong> two irreversible movements in the upper plate.<br />

Note: “Preset” refers to the displacement <strong>of</strong> a certain distance <strong>of</strong> sliding bearings with<br />

respect to upper bearing plates during installation <strong>of</strong> bearings.<br />

Fig. Preset in sliding bearing.<br />

3. What is the purpose <strong>of</strong> leveling pad in bridge bearing?<br />

Bridge bearings should be installed to lie horizontally on bridge piers and<br />

columns so that it would not induce eccentricity forces on substructure.<br />

However, the bridge superstructure requires different longitudinal and<br />

transverse level and gradient in order to keep in line with the geometry <strong>of</strong><br />

the road. As such, it is natural to follow that the superstructure can hardly<br />

meet with substructure horizontally so that a leveling pad is introduced at<br />

33

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