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Download ACI 533R-11: Guide for Precast Concrete Wall Panels by ACI Committee 533 PDF

By ACI Committee 533

This advisor provides options for precast concrete wall panels. it's going to be used with ACI 318-08, “Building Code standards for Structural bolstered Concrete,” that is legally binding while followed through the neighborhood authority. This advisor discusses the fundamental ideas of layout, tolerances, fabrics, fabrication, deploy, caliber specifications, and testing.

Keywords: admixtures; aggregates; architectural concrete; coatings; cracking (fracturing); curing; deflection; layout; drying shrinkage; fabrication; formwork; inspection; deploy joints (junction); precast concrete panels; upkeep; sandwich panels; sealants; structural layout; floor defects; tolerances; quantity switch.

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Extra info for ACI 533R-11: Guide for Precast Concrete Wall Panels

Example text

Verification of remedial work should be the responsibility of the GC/CM. The erector should return to the site for final layout verification after all necessary corrections of site GSRHMXMSRW MR XLI MRWXEPPEXMSR EVIE LEZI FIIR QEHI F] XLI +''1ERHFIJSVIMRWXEPPEXMSRWXEVXW ;SVOMRKJVSQGSRXVSPTSMRXWFIRGLQEVOWERHPMRIWIWXEF PMWLIH F] XLI +''1 XLI IVIGXSV WLSYPH IWXEFPMWL SJJWIX lines and elevation marks, as required, for use at each floor PIZIP-XMWXLIPE]SYXTIVWSRvWHYX]XSQEVOXLIPSGEXMSRWXS VIGIMZI XLI TVIGEWX GSRGVIXI YRMXW WS XLI IVIGXSV GER TPEGI them with minimal measuring and moving to final position.

Addi XMSREPMRJSVQEXMSRSRGYVMRKQE]FIJSYRHMR%'-6  'YVMRK VIGSQQIRHEXMSRW{-XMWVIGSQQIRHIH XLEX X[S HMJJIVIRX WXEKIW SJ GYVMRK FI IWXEFPMWLIH JSV TVIGEWX panels. The first 8 to 16 hours is the initial stage and the most GVYGMEP7XITWWLSYPHFIXEOIRHYVMRKXLMWTIVMSHXSTVSZMHI LIEX[LIRRIGIWWEV]XSQEMRXEMRQMRMQYQXIQTIVEXYVIWERH XSTVIZIRXPSWWSJQSMWXYVIJVSQXLITERIP1ER]PSRKPMRI WXIIP FIHW LEZI FYMPXMR LSX [EXIV TMTIW XS TVSZMHI VEHMERX LIEXMRK8LII\TSWIHTSVXMSRSJXLIJVIWLGSRGVIXIMRE[EPP TERIPWLSYPHFIGSZIVIHHYVMRKXLMWMRMXMEPTLEWI %JXIVVIQSZEPJVSQXLIJSVQXLIWIGSRHEV]WXEKISJGYVMRK [MPPGSRXMRYIMRERSYXHSSVWXSVEKI]EVH [LIRXIQTIVEXYVI permits) or enclosed building until final design strength has FIIRVIEGLIH(YVMRKXLMWTIVMSHTVIGEWXTERIPWWLSYPHFI TVSXIGXIH JVSQ I\GIWWMZI QSMWXYVI IZETSVEXMSR ERH JVSQ temperatures below 50°F (10°C) to inhibit efflorescence.

The erector should return to the site for final layout verification after all necessary corrections of site GSRHMXMSRW MR XLI MRWXEPPEXMSR EVIE LEZI FIIR QEHI F] XLI +''1ERHFIJSVIMRWXEPPEXMSRWXEVXW ;SVOMRKJVSQGSRXVSPTSMRXWFIRGLQEVOWERHPMRIWIWXEF PMWLIH F] XLI +''1 XLI IVIGXSV WLSYPH IWXEFPMWL SJJWIX lines and elevation marks, as required, for use at each floor PIZIP-XMWXLIPE]SYXTIVWSRvWHYX]XSQEVOXLIPSGEXMSRWXS VIGIMZI XLI TVIGEWX GSRGVIXI YRMXW WS XLI IVIGXSV GER TPEGI them with minimal measuring and moving to final position.

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