PANEL DISCUSSION ON PRODUCTION AND QUALITY CONTROL FOR ARCHITECTURAL PRECAST CONCRETE

PCI Journal ◽  
1968 ◽  
Vol 13 (2) ◽  
pp. 57-74
Author(s):  
John F. Downing
PCI Journal ◽  
2020 ◽  
Vol 65 (6) ◽  
pp. 27-32
Author(s):  
Jared Brewe

The new PCI “Recommended Practice to Assess and Control Strand/Concrete Bonding Properties of ASTM A416 Prestressing Strand” specifies two new threshold limits for pullout tests conforming to ASTM A416 and new equations for the transfer and development length of prestressing strand. This article provides a summary of more than 30 years of research and knowledge advancement on the bond between concrete and prestressing strand related to the development of the new recommended practice. Discussions regarding the adoption and incorporation of the new recommended practice into structural design, strand production, and precast concrete fabrication and quality control practices are ongoing.


2012 ◽  
Vol 50 (2) ◽  
pp. 163-170 ◽  
Author(s):  
J. Yanagida ◽  
N. Ohnuma ◽  
M. Yamaguchi ◽  
M. Yamada

Author(s):  
Rasool Nemati ◽  
Eshan V. Dave ◽  
Jo E. Sias ◽  
Alan D. Perkins

The use of quality assurance (QA) processes in highway infrastructure is critical to ensure durable, safe, and economical transportation operations. These processes ensure the desired level of quality is maintained throughout manufacturing. Precast and pre-stressed concrete elements are commonly used in highway construction projects, including many bridge elements and drainage components. Owing to their widespread usage, it is necessary to have a comprehensive QA process that includes plant certification, manufacturer’s process and quality control, and agency inspection and acceptance testing. In many cases, one manufacturing plant will serve a region, fabricating a variety of elements for many state departments of transportation (DOTs). Since different state DOTs may have different QA processes in their specifications, the plants need to adjust the fabrication process with respect to these criteria, which results in higher expenses and lower productivity. Furthermore, each agency will need to provide inspection and acceptance testing resources at a fabricator’s location. This study reviews and evaluates the current QA processes for precast and pre-stressed concrete elements used in highway construction in the New England region. Based on a review of current practices, a set of unified QA process recommendations have been developed. This will result in significant financial savings by reducing the number of QA inspectors if the manufacturers for different construction projects around the region follow a unified procedure for maintaining and evaluating the quality of their products. Recommendations for plant/producer prequalification, pre-placement, during placement, and post-placement quality control and agency inspection practices have been developed and are presented.


2019 ◽  
Vol 258 ◽  
pp. 04002 ◽  
Author(s):  
Kristiyanto Hery ◽  
Triwiyono Andreas ◽  
Muslikh ◽  
Saputra Ashar

The use of precast concrete is known to improve productivity, quality control, and cost efficiency in reinforced concrete structure. The Connection is the most important aspect of precast concrete structures. The connection transfers force between the precast components, determine strength, stiffness, and ductility of the whole structure. Providing joint in the beam-column connection region always cause difficulties during the erection stage. Relocation of the connection at a certain distance from the column to the beam span is an alternative solution that creates the beam-to-beam connection. It will be much easier to assemble the connection that consists of some joints. Research and application of the precast concrete beam-to-beam connection details have published since 1975. This paper reviews the state of the art of research and practical application of beam-to-beam connection system related to connection models, joint locations, and details. It concluded from the review that the developing research leads to improve the performance of earthquake resisting structures


2018 ◽  
Vol 143 ◽  
pp. 04006 ◽  
Author(s):  
Liudmila Kaverzina ◽  
Galina Kovalenko ◽  
Irina Dudina ◽  
Oleg Belskii

Relevance of the research is conditioned by the necessity to enhance the factory quality control of reinforced concrete structures based on integral assessment of their reliability. The current system of selective quality control of precast concrete structures does not provide reliability assurance of the whole lot of products. The present research aims to develop operational procedure and consider economic feasibility of automated quality control of precast RC structures. Quality control is performed each shift according to the developed software system based on probabilistic methods considering statistic variability of the controlled parameters. The critical criterion of operational integrity of structures is integral assessment of the reliability indicators. The following theoretical research methods were used in the study: probabilistic-statistical, methods of system and economic analysis. Validity of the obtained results and economic feasibility were proved by experimental studies including full-scale tests.


Author(s):  
Yu Song ◽  
Arnesh Das ◽  
David A. Lange ◽  
Hossein Mosavi ◽  
Kyle Riding

Concrete railroad ties can experience deterioration from freezing and thawing in cold climates typical to many railroads. Materials and manufacturing processes used to make concrete railroad ties can be controlled to give ties a long period of frost immunity. A performance-based criterion for selection of concrete materials and durability requirements would allow plants more flexibility in material selection and improve overall performance in the field. A new performance-based approach is described to concrete freeze-thaw quality control. In order to accommodate implementation, work was performed at a precast concrete railroad tie manufacturing plant to compare currently used concrete freeze-thaw quality control methods to the proposed performance-based method. This comparison is described to illustrate the benefits of this new performance-based approach.


2003 ◽  
Vol 1 (1) ◽  
pp. 37-44
Author(s):  
Martin Kendall ◽  
Wayne Muller ◽  
Alan Carse

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