F Type Strip Seal Expansion Joint

Construction of F-Type Monolithic Strip Seal Expansion Joint

Procurement of Raw Material

• Edge beam, f-type monolithic, 40 mm x 10 mm
• Anchoring rods, 16 mm dia.
• square ms bar 12 mm x 6 mm.

A. Anchoring rod loop type

Angle width 40 mm x 10 mm thickness as per is:2062 of grade b Thickness 10 mm as per the clause. 7.5.1.1 Depth/height -80 mm as per cl7.5.1.1 Seal stopper height: 15 mm (square) MS bar 12x6 mm, Anchoring rod: 16 mm dia. as per 7.5.1.2 Edge beam as per cl. 7.5.1.1 of IRC SP: 69-2011 is hot-rolled steel, including a continuous shop weld section suitable to mechanically lock the sealing element in place throughout the normal movement cycle. Length of 16 mm dia. anchoring rod, 285 mm before bending After bending and welding 130 mm Cross-section area of edge beam: 1574 sq. mm Rubber seal as per table E 7.4.2.2.1 of IRC SP-69 2011.

B. Anchoring rod stud type

The trip seal shall be cut into the required length & inserted into the steel beams by using a suitable device, pushing the EE seal into the steel. Grooves ensure the proper fit of the enhanced ease of installation. Dirt, spatter, or standing water shall not be in steel grooves during the seal; care can be taken so that there shall be no damage to the seal. As the concrete in the recess becomes initially set. The ramp shall be placed over the joint to protect the exposed st 5, & the chloroprene strip seal from site traffic Expαγ shall not be exposed to the traffic loading before the stageway surfacing is placed. E of slop structure, the entire length shall be covered in pieces. O-ring rods shall be welded to the edge with the ECC. The edge beam shall be aligned uniformly for the required length if a temporary metal strip can be welded across the edge. Progressive paint shall be applied on the entire metal structure. Recommended to install the expansion joint in the bearing when the temperature is distributed almost