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SUMMARY FROM ACI 224.1R-93

SUMMARY FROM ACI 224.1R-93. EVALUATION OF CRACKING. When anticipating repair of cracks in concrete, it is important to first identify the location and extent of cracking. The cause of the cracking should be established before repairs are specified……

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SUMMARY FROM ACI 224.1R-93

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  1. SUMMARY FROM ACI 224.1R-93

  2. EVALUATION OF CRACKING When anticipating repair of cracks in concrete, it is important to first identify the location and extent of cracking. The cause of the cracking should be established before repairs are specified…… Drawings, specifications, and construction and maintenance records should be reviewed……

  3. EVALUATION OF CRACKING Determination of location and extent of concrete cracking Direct and indirect observationThe locations and widths of cracks should be noted on a sketch of the structure. A grid marked on the surface of the structure can be useful to accurately locate cracks on the sketch. Crack widths can be measured to an accuracy of about 0.001 in. (0.025 mm) using a crack comparator, which is a small, hand-held microscope with a scale on the lens closest to the surface being viewed. Fig. 2.1

  4. EVALUATION OF CRACKING Determination of location and extent of concrete cracking Crack movement can be monitored with mechanical movement indicators of the types shown in Fig. 2.2. The indicator, or crack monitor, shown in Fig. 2.2 (a) gives a direct reading of crack displacement and rotation. The indicator in Fig. 2.2 (b) amplifies the crack movement and indicates the maximum range of movement during the measurement period. Mechanical indicators have the advantage that they do not require moisture protection.

  5. EVALUATION OF CRACKING Determination of location and extent of concrete cracking Nondestructive testing-Nondestructive tests can be made to determine the presence of internal cracks and voids and the depth of penetration of cracks visible at the surface. Tapping the surface with a hammer or using a chain drag are simple techniques to identify laminar cracking near the surface. A hollow sound indicates one or more cracks below and parallel to the surface. The presence of reinforcement can be determined using a pachometer (Fig. 2.3) (Malhotra 1976).

  6. Successful repair procedures take into account the causes of the cracking Methods: 1- Epoxy injection 2- Routing and sealing 3- Stitching 4- Additional reinforcement 5- Drilling and plugging

  7. 1- Epoxy injection Cracks as narrow as (0.05 mm) can be bonded by the injection of epoxy It is used in the repair of cracks in buildings, bridges, dams, and other types of concrete structures If the cause of the cracks cannot be removed, then two options are available. 1-rout and seal the crack 2-establish a joint that will accommodate the movement and then inject the crack

  8. 1- Epoxy injection This technique is not applicable if the cracks are actively leaking and cannot be dried out Seal the surfaces. Surface cracks should be sealed to keep the epoxy from leaking out before it has gelled Materials used: polyester , Cementitious

  9. 1- Epoxy injection If extremely high injection pressures are needed, the crack can be cut out in a V-shape and there Three methods are in general use to Install the entry and venting ports : 1- Fittings inserted into drilled holes 2- Bonded flush fitting 3- Interruption in seal

  10. 1- Epoxy injection Epoxy injection may be used: Hydraulic pumps, paint pressure pots, or air-actuated caulking guns

  11. Hydraulic pumps

  12. air-actuated caulking guns

  13. 2- Routing and sealing It is involves enlarging the crack along its exposed face and filling and sealing it with a suitable joint sealant

  14. 2- Routing and sealing It is useful for horizontal surfaces such as floors and pavements used to treat both fine pattern cracks and larger, isolated cracks (waterproofing ) materials, including epoxies, urethanes, silicones, polysulfides, asphaltic materials, or polymer mortars

  15. 2- Routing and sealing The procedure consists 1-Preparing a groove at the surface 2-Cleaned by air blasting or water blasting and dried 3-Sealant is placed into the dry groove and allowed to cure

  16. 3- Stitching It is involves drilling holes on both sides of the crack and grouting in U-shaped metal units with short legs

  17. 4- Additional reinforcement Types: 1- Conventional reinforcement consists of : sealing the crack, drilling holes that intersect the crack plane at approximately 90 deg ,filling the hole and crack with injected epoxy and placing a reinforcing bar into the drilled hole

  18. 4- Additional reinforcement Types: 2-Pre stressing steel uses pre stressing strands or bars to apply a compressive force

  19. 5- Drilling and plugging It is consists of drilling down the length of the crack and grouting it to form a key It is most often used to repair vertical cracks in retaining walls

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