Structural form of Checker plate rubber matting

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  • Time of issue:2022-11-15
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(Summary description)The layout of Checker plate rubber matting is mainly related to the structural form of the bridge: Usually, the following basic principles need to be considered when arranging the support.

Structural form of Checker plate rubber matting

(Summary description)The layout of Checker plate rubber matting is mainly related to the structural form of the bridge: Usually, the following basic principles need to be considered when arranging the support.

  • Categories:Industry News
  • Author:
  • Origin:
  • Time of issue:2022-11-15
  • Views:0
Information

The layout of Checker plate rubber matting is mainly related to the structural form of the bridge: Usually, the following basic principles need to be considered when arranging the support:

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1. When the superstructure is a space structure, the rubber pad should be able to adapt to the deformation of the bridge along the bridge direction (X direction) and the transverse bridge direction (Y direction) at the same time.
2. The rubber pad must be able to reliably transmit vertical and horizontal reaction forces.
3. The Checker plate rubber matting should make the longitudinal displacement, lateral displacement and longitudinal and constant rotation angles caused by the deformation of the beam body unconstrained as much as possible.
4. When the bridge is located on a flat slope, the fixed rubber pad should be set on the front abutment in the main driving direction.
5. Checker plate rubber matting should be set in a place with a large pad reaction force.
6. Several rubber pads on the same pier should have similar rotational stiffness.
In short, the layout principle of the bridge rubber matting is not only to facilitate the transmission of the support reaction force, but also to make the Checker plate rubber matting fully adapt to the free deformation of the beam body.

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