concrete crack repair

PQC Crack Repair with Mortar

Surface Crack Repair

Full Depth Crack Repair

Concrete Road Repair

PQC Repair

Crack Repair

Concrete Road Crack Repair

PQC Crack Repair

PQC Surface Crack Repair

PQC Full Depth Crack Repair

Concrete Road Pot Hole Repair

Concrete Road Surface Crack Repair

Pot Hole Repair

PQC Pot Hole Repair

Concrete Road Full Depth Crack Repair

Concrete Crack Repair

Proexcel Tech is India’s leading manufacturer, supplier and dealer, of all kind of services of construction and concrete road repairing with ensured guarantee and quality. We also provide consultancy for CONCRETE CRACK REPAIR.

Concrete road repairing of longitudinal cracks of different dimension as written here under in accordance with the requirement of the site and following the specification and the cracks are:

1. If the width of crack is less than 3 mm and depth is up to 20 mm only (severity2), then it can be filled with epoxy. This epoxy should be preferably of cement colour and as per direction of the Engineer in charge.

2. If the width of crack is more than 3 mm to 15mm cracks are less severe and are less than 150 mm deep i.e., D/2 the cross stitching should be done as per chapter 7 of IRC; SP: 83-2008 and as per directions of the engineer in charge.

3. If the width of crack is more than 5 mm to 25mm depth of crack is more than 150 mm deep ie, D/2 then cross stitching should be done as per chapter 9 of IRC; SP: 83-2008 and as per direction of the Engineer Incharge.

Surface Crack Repair

Repairing of Transverse Cracks of different types as written here under in accordance with the requirement of the site and following the specification and the cracks are:

(i) If the width of crack is more than 5 mm to 50 mm should be treated by route and sealing with the epoxy as per chapter 8 of IRC:SP:83-2008 and as per direction of the Engineer in charge.

(ii) If the width of crack is more than 50 mm to 100 mm if the transverse crack is much severe then do atrial depth repair of the affected portion as per chapter 8 of IRC: SP:83-2008 and as per direction of the Engineer in charge.

concrete crack repair
Road Marking Machines

Edge Spilling Repair

Repairing of corner crack / breaks of different dimensions as written under in accordance with the requirement of the site and following the specification and the cracks are:

(a) If the width of the crack is 6 mm to 20 mm, first the core should be cut. If the depth of crack is more than D/2 deep i.e. 150mm then epoxy can be used to seal it as per item 5 table 45 IRC:SP:83:2008 and as per directions of the Engineer in charge.

(b) If the width of the crack is 6 mm to 35 mm and more than D/2 deep then the part should be cut in rectangular fashion as explained and the full depth repair as per chapter 9 of IRC:SP:83:2008. The bar 12 mm diameter should also be provided to penetrate by 3″ in adjacent section of panel. The 3″ insertion should be treated with epoxy for holding the tie bars and as per directions of the Engineer in charge.

Full Depth Crack Repair

Repairing of Diagonal Cracks as written here under in accordance with the requirement of the site and following the specification and cracks is:

(a) If the width of crack is less than 3 mm and depth less than 150 mm It should be treated with route and sealed with epoxy as per item 2 table 45IRC: SP:83:2008 and as per directions of the Engineer in charge.

(b) If the width of crack is more than 3 mm to 6 mm and depth less than 150 mm. It should be treated with Dowel Bar Retro fit as per item 2 table 45 IRC: SP:83:2008 and as per the direction of the Engineer in charge.

(c) If the width of crack is more than 3 mm to 6 mm and depth more than 150 mm. It should be treated full depth repair as per item 2 table 45 IRC: SP:83:2008 and as per directions of the Engineer in charge.

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