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Quality Manual for the Concrete Trade PDF
8 Pages1939 Words160 Views
Added on 2021-06-14
Quality Manual for the Concrete Trade PDF
Added on 2021-06-14
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Running head: QUALITY MANUAL FOR THE CONCRETE TRADE1Quality Manual for the Concrete TradeNameInstitution
QUALITY MANUAL FOR THE CONCRETE TRADE2IntroductionIn the modern day concrete trade is quality centered. The concrete manual provides the various procedures for responsible building. Based on the circumstances surrounding the concrete manual, such as the labor and material costs that keep on rapidly rising as well as the dwindling state of the construction industry, the demanding interaction between the various disciplines of creating buildings gives the optimum efficiencies if certain manuals are involved. In carrying out a quality risk assessment, there is need for the identification of the fact that a quality manual is mandatory for the concrete trade on construction to ensure that a quality product is delivered to the client. Factors such as construction, building skins, layout rooms, exteriors, the running costs, among others take up technical and passive measures that need to be exploited in a pre-meditated manner. These factors involve structural designs, material properties, as well as sustainability. Therefore, the main objective of the manual is to identify how one gets an assurance in the construction of a quality concrete job, free from defects and in accordance with the contract documents. This paper tackles the most important elements of the concrete manual like formwork, reinforcement, concrete, and generally. The concrete manual provides the guidance and information that drives the construction professionals into getting the various needs to be more proficient an effective in the concrete field practice and construction. In going through the concrete manual, the documents introduce the concrete tenets, the distinctiveness of the conventional construction procedures as well as construction technologies. Quality management systems give sustained quality construction within the frameworks of the ISO certified standards.The examination of every stage of the process of the Concreter trade and the identification of what problems are normally encountered involves the following:
QUALITY MANUAL FOR THE CONCRETE TRADE3FormworkThe aspects of formwork involve quality of materials, sequence of installation and stripping, storage on site, tolerances in dimensions, progressive (and mandatory) inspections etc. At this stage, the material properties are very critical for the overall aggregation of the steel or concrete. The following measures are critical for the adoption at this stage: the first one is the provision of the stability against the expected lateral forces and in ensuring that the construction are arranged in a suitable shear walls deployment with the best asymmetry (Nawy, 2008). More than that, it is important to adopt a simple arrangement of slabs, beams, as well as columns whereby the loads are carried to the foundations within the shortest time possible.Tolerance in dimensions involves proper arrangements taken into account with possible openings with effective stiffness. In this case, the effective depths of beams, slabs, and the waist of the constructions should be of favorable size or volumes. Particularly, the beam should be of sufficient depth to avoid the later need to give excessive compression reinforcement (Berke, et al. 2014). This will also eventually ensure an economical amount of tension and shear reinforcement and facilitate the placing of concrete. After obtaining the position and the depth of the slabs and beams, it is important examinethe width of beams and ribs, the column size and reinforcement, shear in flat slabs at columns, aswell as the practicality arrangement in beams, slabs, and at beam-column junctions. At this stage,it is also important to use columns that are stocky for which the ratio of the effective height to the least lateral dimension does not exceed 15 since this dimension will ensure the avoidance of the necessity of designing for the effects of slenderness. More than that, the columns should be designed as axially loaded, but to compensate for the effect of peculiarities, the ultimate load
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