ACI 533R-11: Guide for Precast Concrete Wall Panels - download pdf or read online

By ACI Committee 533

ISBN-10: 0870317563

ISBN-13: 9780870317569

This consultant provides thoughts for precast concrete wall panels. it's going to be used with ACI 318-08, “Building Code requisites for Structural bolstered Concrete,” that's legally binding whilst followed via the neighborhood authority. This advisor discusses the elemental ideas of layout, tolerances, fabrics, fabrication, set up, caliber standards, and testing.

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

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

Sample text

Polishing can be done with finer grits. Generally, honing alone provides a sufficiently smooth surface for TVIGEWXTERIPW +VMRHMRKIPIQIRXWEVIQEHI[MXLGEVFSVYRHYQFSRHIHF] VIWMRSV[MXLHMEQSRHWWIXMRKVMRHMRKWYVJEGIW(MEQSRH IPIQIRXWGYXJEWXIVERH[IEVPSRKIVFYXEVIMRMXMEPP]QSVI I\TIRWMZI ,SRMRK ERH TSPMWLMRK IUYMTQIRX ZEVMIW JVSQ LERH KVMRHIVWXSIPEFSVEXIQYPXMLIEHQEGLMRIW%MV ZSMHW in the concrete surface should be filled with cementitious TEWXI [LIR XLI QEXVM\ MW I\TSWIH HYVMRK MRMXMEP KVMRHMRK Thorough inspection is required to find and fill air voids after MRMXMEPKVMRHMRK7YFWIUYIRXKVMRHMRKWLSYPHFIHIPE]IHYRXMP the fill paste material has gained adequate strength.

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XLMGOSVTERIPW[MXLEPIRKXLXSXLMGORIWWVEXMSKVIEXIV XLERWLSYPHFIWXSVIHERHWLMTTIHMREZIVXMGEPSVRIEVZIVXMGEP position.

All dimensions and details XEOIRWLSYPHFIGLIGOIHEKEMRWXMRWXEPPEXMSRHVE[MRKW8LI TVIGEWX IVIGXSV WLSYPH EPWS WTSX GLIGO XLI EGGIWW FIJSVI WGLIHYPMRKXLIPSEHMRKERHLERHPMRKIUYMTQIRX 0E]SYXMWVIUYMVIHFIJSVIMRWXEPPEXMSRWSEWXEVXMRK TSMRX MW GPIEVP] IWXEFPMWLIH ERH ER] TSWWMFPI XSPIVERGI conflicts with the support structure are determined early. 0E]SYX MW VIUYMVIH HYVMRK MRWXEPPEXMSR XS QEMRXEMR TVSTIV EPMKRQIRX 0E]SYX FIJSVI MRWXEPPEXMSR IRWYVIW XLEX [LIR ER IVVSV MW JSYRH MXGER FIGSVVIGXIH FIJSVIWXEVXMRK MRWXEPPEXMSR%R] modification to bearing surfaces or connection hardware can FIQEHIF]XLIKIRIVEPGSRXVEGXSVFIJSVIMRWXEPPEXMSRFIKMRW  The erector should confirm that the minimum GSRGVIXIWXVIRKXLLEWFIIREGLMIZIH  Notes of all discrepancies exceeding specified XSPIVERGIWWLSYPHFIOITX7SQIHMWGVITERGMIWFIX[IIRWMXI GSRHMXMSRW ERH MRWXEPPEXMSR HVE[MRKW XLEX GER GEYWI TVSF PIQWHYVMRKMRWXEPPEXMSRMRGPYHIWXVYGXYVEPWXIIPSYXSJEPMKR QIRXERGLSVFSPXWSVHS[IPWMQTVSTIVP]MRWXEPPIHIVVSVWMR FIEVMRK IPIZEXMSR SV PSGEXMSR ERH SFWXVYGXMSRW GEYWIH F] SXLIVXVEHIW 7YGLHMWGVITERGMIWWLSYPHFIRSXIHMR[VMXMRKERHWIRXMJ ETTVSTVMEXIXSXLITVIGEWXGSRGVIXIQERYJEGXYVIV+''1 SVFSXL-RWXEPPEXMSRWLSYPHRSXTVSGIIHYRXMPHMWGVITERGMIW EVI GSVVIGXIH F] XLI +''1 SV YRXMP MRWXEPPEXMSR VIUYMVI ments are modified and reviewed by the engineer/architect.

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


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