Get ACI 533R-11: Guide for Precast Concrete Wall Panels PDF

By ACI Committee 533

ISBN-10: 0870317563

ISBN-13: 9780870317569

This advisor provides innovations for precast concrete wall panels. it may be used with ACI 318-08, “Building Code standards for Structural bolstered Concrete,” that's legally binding while followed through the neighborhood authority. This advisor discusses the elemental rules of layout, tolerances, fabrics, fabrication, deploy, caliber necessities, and testing.

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

Show description

By ACI Committee 533

ISBN-10: 0870317563

ISBN-13: 9780870317569

This advisor provides innovations for precast concrete wall panels. it may be used with ACI 318-08, “Building Code standards for Structural bolstered Concrete,” that's legally binding while followed through the neighborhood authority. This advisor discusses the elemental rules of layout, tolerances, fabrics, fabrication, deploy, caliber necessities, and testing.

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

Show description

Read Online or Download ACI 533R-11: Guide for Precast Concrete Wall Panels PDF

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

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control of unit position on the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he exterior panel should always be unloaded first from a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{0MJXMRKHIZMGIWWLSYPHFIWIGYVIH XSTERIPWMREGGSVHERGI[MXLXLIPMJXMRKHIZMGIQERYJEGXYV IVvWVIGSQQIRHEXMSRW8LVIEHFSPXWMRXSMRWIVXWEQMRMQYQ SJFSPXHMEQIXIVWJSVGSMPMRWIVXWERHEQMRMQYQSJ FSPXHMEQIXIVWJSVJIVVYPIMRWIVXWXSTVIZIRXWXVMTTMRKSJXLI FSPX SV MRWIVX XLVIEHW %X PIEWX X[S GSRRIGXMSRW WLSYPH FI YWIH[LIRIZIVXLITERIPMWPMJXIHWSXLITERIPSVPMJXMRKPMRI GERRSXWTMRERHYRWGVI[GEYWMRKXLIPMJXMRKPMRIXSFIGSQI disconnected.

MJJIVIRXIUYMTQIRXQE]FIVIUYMVIHJSV[IXFPEWXMRK  ,SRMRK ERH TSPMWLMRK{,SRMRK ERH TSPMWLMRK TVSZMHIW E WQSSXL I\TSWIHEKKVIKEXI WYVJEGI ,SRMRK MW KIRIVEPP]TIVJSVQIHF]YWMRKKVMRHMRKXSSPWMRWXEKIW[MXL successive degrees of grit fineness varying from approxi QEXIP]2S QQ
GSEVWIKVMXXSE2S  Q fine grit. 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.

Post-tensioning operations require qualified personnel I\TIVMIRGIH[MXLXLIWXVIWWMRKTVSGIHYVIWERHIUYMTQIRXXS FIYWIH  (S[IPWERHKVSYXMRK{7XVIRKXLSJEHS[IPGSRRIG XMSR MR XIRWMSR SV WLIEV HITIRHW SR XLI IQFIHHIH PIRKXL ERH XLI HIZIPSTIH FSRH &IGEYWI TPEGIQIRX SJ ETSVXPERH GIQIRXKVSYXSVITS\]KVSYXMWVIUYMVIHHYVMRKMRWXEPPEXMSR YWMRKHS[IPGSRRIGXMSRWYWYEPP]WPS[WMRWXEPPEXMSRERHQE] FIGSWXP] *SV HS[IPIH SV KVSYXIH GSRRIGXMSRW WIXXMRK WLMQW EVI located and grout holes are filled just before setting precast TERIPW 8LI GSRGVIXI MR ERH EHNEGIRX XS XLI KVSYX LSPIW WLSYPH FI HEQT SV MR E WEXYVEXIH WYVJEGIHV] GSRHMXMSR +VSYX GSRWMWXIRG] WLSYPH TIVQMX HMWTPEGIQIRX SJ WSQI KVSYX [LIR TERIPW EVI TSWMXMSRIH ;LIVI KVSYX FIHW EVI VIUYMVIHTERIPWQE]FIWIXSRWLMQWERHPEXIVHV]TEGOIH %QIVMGER'SRGVIXI-RWXMXYXI'ST]VMKLXIH1EXIVMEP{[[[GSRGVIXISVK  +9-()*3646)'%78'32'6)8);%004%2)07 %'-6 [MXL QSVXEV 4ERIPW QE] EPWS FI WIX SR JVIWL KVSYX [MXL XLI IPIZEXMSR GSRXVSPPIH F] WLMQW )\GIWW KVSYX WLSYPH FI VIQSZIH MJ MX MRXIVJIVIW [MXL SXLIV GSRWXVYGXMSR EGXMZMXMIW %ZSMH YWMRK ITS\] ERH GIQIRXMXMSYW KVSYXIH GSRRIGXMSRW [LIRXLIEQFMIRXXIQTIVEXYVIMWFIPS[”* ”'
1M\MRK ERH MRWXEPPMRK ITS\] KVSYXW WLSYPH FI MR WXVMGX EGGSVHERGI XS XLI QERYJEGXYVIVvW MRWXVYGXMSRW -R WIPIGXMRK HS[IPMRK ERH KVSYXMRK QIXLSHW GSRWMHIVEXMSR WLSYPH FI KMZIR XS how the final joint will be made and how the corners will FINSMRIH%HNYWXMRKXLITVIGEWXTERIPEJXIVXLIMRMXMEPWIXSJ XLIKVSYXGERHIWXVS]XLIKVSYXFSRHERHVIHYGIGSRRIGXMSR WXVIRKXL(S[IPIHERHKVSYXIHGSRRIGXMSRWWLSYPHSRP]FI YWIHEWTEVXSJXLIWXVYGXYVEPHIWMKRGSRGITX(S[IPIHERH KVSYXIH GSRRIGXMSRW WLSYPH RSX FI YWIH YRPIWW IQFIHHIH ERH[IPHIHGSRRIGXMSRWEVIMQTVEGXMGEP+IRIVEPP]HS[IPIH ERHKVSYXIHGSRRIGXMSRWGERRSXFIYWIH(IGIQFIVXLVSYKL %TVMPMRGSPHGPMQEXIW {8SPIVERGIW 8LI TVIGEWX GSRGVIXI QERYJEGXYVIV ERH IVIGXSV EVI responsible for meeting specific tolerances in the fabrication ERHMRWXEPPEXMSRTVSGIWWIWVIWTIGXMZIP]8LIIRKMRIIVEVGLM XIGX WLSYPH GSSVHMREXI XLI XSPIVERGIW JSV TVIGEWX GSRGVIXI [SVO [MXL XLI VIUYMVIQIRXW SJ SXLIV XVEHIW [LSWI [SVO EHNSMRWXLITVIGEWXGSRGVIXIGSRWXVYGXMSR-REPPGEWIWXSPIV ERGIW WLSYPH FI VIEWSREFPI ERH [MXLMR KIRIVEPP] EGGITXIH PMQMXW-XMWVIGSQQIRHIHXLEXXLIHIWMKRIVVIZMI[TVSTSWIH XSPIVERGIW [MXL TVIGEWXIVW ERH IVIGXSVW FIJSVIHIGMHMRK SR final project tolerances.

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


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