a case study on LIVE CASES

Jun 21st, 2015
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5.1.1. Structure Three storing residential building located in New Cairo district, the building is still under-construction, it is still in the skeleton form. 5.1.2. Material used The material used are; cement of high compressive strength (higher than the one previously used in construction) and reinforcing steel bars. 5.1.3. Project scope In this building damages are detected after the removal of the wooden forms the damage was presented as (figure2, 3, and 4)

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CHAPTER 5LIVE CASESIn this chapter we will present few live cases of damaged concrete structures which require a serial of repair and strengthening procedures these structures includes residential building, hotels and bridges and it have different levels of damages varies between major and minor damages. Figure5- 1 Building that need's repair5.1. Repair of residential building 5.1.1. StructureThree storing residential building located in New Cairo district, the building is still under-construction, it is still in the skeleton form.5.1.2. Material used The material used are; cement of high compressive strength (higher than the one previously used in construction) and reinforcing steel bars.5.1.3. Project scope In this building damages are detected after the removal of the wooden forms the damage was presented as (figure2, 3, and 4)5.1.3.1Causes of repair Figure5- 2 longitudinal crack Figure5- 3 spalling of concrete covers And appear of RFT Figure5- 4 longitudinal crack due to construction and structural defects Figure5- 5 Figure5- 6Buckling of column due to high compressive forces 5.1.4.Repair procedures Splitting cracks due to buckling of column5.1.4.1. Repair of column by using (concrete jacket) 1. The slab is lifted up by wooden sections to remove the load from co

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