AIRLINK 74.58 Increased By ▲ 0.29 (0.39%)
BOP 4.95 No Change ▼ 0.00 (0%)
CNERGY 4.39 Increased By ▲ 0.02 (0.46%)
DFML 39.15 Increased By ▲ 0.35 (0.9%)
DGKC 85.31 Increased By ▲ 0.49 (0.58%)
FCCL 21.20 Decreased By ▼ -0.01 (-0.05%)
FFBL 34.20 Increased By ▲ 0.08 (0.23%)
FFL 9.68 Decreased By ▼ -0.02 (-0.21%)
GGL 10.42 No Change ▼ 0.00 (0%)
HBL 113.50 Increased By ▲ 0.50 (0.44%)
HUBC 137.00 Increased By ▲ 0.80 (0.59%)
HUMNL 11.87 Decreased By ▼ -0.03 (-0.25%)
KEL 4.78 Increased By ▲ 0.07 (1.49%)
KOSM 4.50 Increased By ▲ 0.06 (1.35%)
MLCF 37.70 Increased By ▲ 0.05 (0.13%)
OGDC 138.55 Increased By ▲ 2.35 (1.73%)
PAEL 25.26 Increased By ▲ 0.16 (0.64%)
PIAA 20.68 Increased By ▲ 1.44 (7.48%)
PIBTL 6.64 Decreased By ▼ -0.07 (-1.04%)
PPL 122.33 Increased By ▲ 0.23 (0.19%)
PRL 26.75 Increased By ▲ 0.10 (0.38%)
PTC 14.18 Increased By ▲ 0.25 (1.79%)
SEARL 58.03 Increased By ▲ 0.81 (1.42%)
SNGP 67.11 Decreased By ▼ -0.49 (-0.72%)
SSGC 10.30 Increased By ▲ 0.05 (0.49%)
TELE 8.37 Decreased By ▼ -0.03 (-0.36%)
TPLP 11.17 Increased By ▲ 0.04 (0.36%)
TRG 63.38 Increased By ▲ 0.57 (0.91%)
UNITY 26.66 Increased By ▲ 0.16 (0.6%)
WTL 1.47 Increased By ▲ 0.12 (8.89%)
BR100 7,836 Increased By 25.5 (0.33%)
BR30 25,333 Increased By 183.1 (0.73%)
KSE100 75,073 Increased By 116.1 (0.15%)
KSE30 24,136 Increased By 53.1 (0.22%)

Bridge expansion joints are mandatory due to changes in volume of deck slab concrete caused by thermal expansion/contraction. Unless a reinforced concrete bridge deck slab is free to expand and contract, stresses are set up in the deck slab. Joints are therefore provided to relieve the stresses. Expansion joints permit the deck slab to expand and contract; they are equally suitable for concrete or asphaltic overlays. Loosening of expansion joints and crumbling of deck slab is witnessed in most road/highway bridges. Although the bridges' sub-structure is intact.
Correct installation of expansion joints is necessary depending upon their type and thereof size with respect to movements and gap width. Standard expansion joints can withstand a minimal amount of lateral, torsional, angular or concurrent misalignment. Care should be exercised to isolate and/or reduce vibration and dampen sound transmission.
The expansion joints are installed after the wear surface is finished. Flush fitting of top of the joints is achieved by the use of epoxy resins or high strength concrete in rebuts and beneath the joints. Use of normal concrete shouldn't be encouraged.
The use of both epoxy resins or high strength concrete and correct installation procedure is to prolong the useful service life of expansion joints. So is true for the bridge deck slab.

Copyright Business Recorder, 2014

Comments

Comments are closed.