AGL 37.72 Decreased By ▼ -0.22 (-0.58%)
AIRLINK 168.65 Increased By ▲ 13.43 (8.65%)
BOP 9.09 Increased By ▲ 0.02 (0.22%)
CNERGY 6.85 Increased By ▲ 0.13 (1.93%)
DCL 10.05 Increased By ▲ 0.52 (5.46%)
DFML 40.64 Increased By ▲ 0.33 (0.82%)
DGKC 93.24 Increased By ▲ 0.29 (0.31%)
FCCL 37.92 Decreased By ▼ -0.46 (-1.2%)
FFBL 78.72 Increased By ▲ 0.14 (0.18%)
FFL 13.46 Decreased By ▼ -0.14 (-1.03%)
HUBC 114.10 Increased By ▲ 3.91 (3.55%)
HUMNL 14.95 Increased By ▲ 0.06 (0.4%)
KEL 5.75 Increased By ▲ 0.02 (0.35%)
KOSM 8.23 Decreased By ▼ -0.24 (-2.83%)
MLCF 45.49 Decreased By ▼ -0.17 (-0.37%)
NBP 74.92 Decreased By ▼ -1.25 (-1.64%)
OGDC 192.93 Increased By ▲ 1.06 (0.55%)
PAEL 32.24 Increased By ▲ 1.76 (5.77%)
PIBTL 8.57 Increased By ▲ 0.41 (5.02%)
PPL 167.38 Increased By ▲ 0.82 (0.49%)
PRL 31.01 Increased By ▲ 1.57 (5.33%)
PTC 22.08 Increased By ▲ 2.01 (10.01%)
SEARL 100.83 Increased By ▲ 4.21 (4.36%)
TELE 8.45 Increased By ▲ 0.18 (2.18%)
TOMCL 34.84 Increased By ▲ 0.58 (1.69%)
TPLP 11.24 Increased By ▲ 1.02 (9.98%)
TREET 18.63 Increased By ▲ 0.97 (5.49%)
TRG 60.74 Decreased By ▼ -0.51 (-0.83%)
UNITY 31.98 Increased By ▲ 0.01 (0.03%)
WTL 1.61 Increased By ▲ 0.14 (9.52%)
BR100 11,289 Increased By 73.1 (0.65%)
BR30 34,140 Increased By 489.6 (1.45%)
KSE100 105,104 Increased By 545.3 (0.52%)
KSE30 32,554 Increased By 188.3 (0.58%)

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.