This code offers principles for a initial review that determines the "design foundation code" that's, if the development should be repaired in response to the ACI 318 model utilized in the unique layout, or if the fix must agree to the present ACI 318. The code presents ideas for deciding upon power of in-situ fabric, acting structural research, designing maintenance for power and sturdiness, requisites for balance and shoring of development, and inspection and trying out of upkeep. remark presents program tips in addition to references for additional info.
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Extra resources for ACI 562M-13: Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings and Commentary (Metric)
The data gathered for the purpose of determining serviceability should include the effects of material degradation, such as loss of concrete strength from sulfate attack or loss of steel area due to corrosion. The specific performance criteria and the intended function of an individual structure should be defined. Floor deflection criteria can be found in ASCE/SEI 7. Vibration criteria are given in Murray et al. (1999). 1 The structural analysis used for repair design shall consider the structural repair process.
1M for additional guidance. 4. 2 Design shall consider the location and detailing of the existing reinforcement in accordance with the evaluation of Chapter 6. 2C The location and detailing includes the horizontal and vertical positions, orientation, geometry of the reinforcement, development of reinforcement, and the presence of hooks and crossties. Field examination to locate existing reinforcement may be required. 3 Both existing and new reinforcement shall be adequately developed. Development length shall be permitted to be calculated based upon development in both the existing concrete and new materials.
5) can be used to design fully composite 34 CODE REQUIREMENTS FOR EVALUATION, REPAIR, AND REHABILITATION OF CONCRETE BUILDINGS (ACI 562M-13) CODE COMMENTARY repairs. Alternately, principles of engineering mechanics can be used to assess force demand at service load conditions. 5 times greater than the calculated design bond force at the repair material to existing concrete interface. 1 The measured bond strength shall not be less than the lower of the required bond strength or the tensile strength of the existing concrete.
ACI 562M-13: Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings and Commentary (Metric) by ACI