|
Geri
|<
<<
>>
>|
|
TÜRK STANDARDI
|
|
TS No :
|
TS 10514
|
|
|
Kabul Tarihi :
|
23.10.2015
|
|
Konfirme Tarihi : |
8.01.2024 |
|
Hazırlık Grubu :
|
TK10: Yapı Malzemeleri Teknik Komitesi |
|
Doküman Tipi :
|
|
|
Yürürlük Durumu :
|
U (Yürürlükteki Standard/Standard) |
|
Başlık :
|
Lif takviyeli betonun karışım oranları ve imalatı için kurallar |
|
Başlık (İng) :
|
Rules for proportioning and production of fiber-reinforced concrete |
|
Kapsam :
|
Bu standard, lif takviyeli betonun karışım oranları, betona karıştırılması, yerleştirilmesi ve nihai beton yüzeyinin işlenmesi için kuralları kapsar.
Bu standard kapsamındaki lif tipleri, çelik, cam ve sentetik liflerdir. Bu standard, püskürtme, bitümlü harç ve silindirle sıkıştırma yoluyla püskürtme betonda kullanılan lif takviyeli betonu veya püskürtme işlemini kapsamaz. |
|
Kapsam (İng) :
|
This standard covers rules for proportioning, mixing, placing, and finishing of fiber-reinforced concrete |
|
Yerini Aldığı :
|
TS 10514 :1992; |
|
Yararlanılan Kaynak :
|
[1] ACI 318-08 “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary”
[2] ACI 544.3R “Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete”
[3] Destrée, X., 2006, “Concrete Free Suspended Elevated Slabs Reinforced with Only Steel Fibres: Full Scale Testing Results and Conclusions–Design–Examples,” Proceedings, RILEM 49, pp. 287-294.
[4] Johnston, C. D., 1984, “Steel Fiber Reinforced Concrete Pavement Trials,” Concrete International,
V. 6, No. 12, Dec., pp. 39-43.
[5] Loper, J. H., and Henry, C. P., 2003, “Steel Belted…Steel Fibers Reinforce Houston’s Beltway 8,” Innovations in Fiber-Reinforced Concrete for Value , SP-216, N. Banthia,
[6] Task Force 36, 2001, “The Use and State of The Practice of Fiber-Reinforced Concrete,” Task Force 36 Report , Chapter 4, AASHTO-AGC-ARTBA Joint Committee, Subcommittee on New Highway Materials, American Association of State Highway Officials, Washington, DC, Aug.
[7] Cole, L., 1999, “Withstanding the Test of Time,” Roads and Bridges , Mar., pp. 48-50.
[8] Gervickas, V., 2000, “Adding Fibers to the Concrete Mix,” Florida Concrete , Winter, pp. 48-50.
[9] Suprenant, B. A., and Malisch, W. R., 1999, “The Fiber Factor,”Concrete Construction , Oct.,
pp. 43-46.
[10] Roesler, J. R.; Lange, D. A.; Altoubat, S. A.; Rieder, K.-A.;and Ulreich, G., 2004, “Fracture Behavior of Plain and Fiber-Reinforced Concrete Slabs under Monotonic Loading,” Journal of Materials in Civil Engineering, ASCE, V. 16, Sept.-Oct., pp. 452-460.
[11] ACI 360 R “Design of Slabs-on-Ground”
[12] Melamed, A., 1985, “Fiber Reinforced Concrete in Alberta,” Concrete International , V. 7, No. 3, Mar., pp. 47-50.
[13] Newhook, J. P., and Mufti, A. A., 1996, “A Reinforcing Steel-Free Concrete Deck Slab for the Salmon River Bridge,” Concrete International , V. 18, No. 6, June, pp. 30-34.
[14] Banthia, N. and Bindiganavile, V., 2001, “Repairing with Hybrid-Fiber-Reinforced Concrete,” Concrete International V. 23, No. 6, June, pp. 29-32.
[15] Banthia, N.; Biparva, A.; Woo, D.; and Reimer, J., 2004,“Field Performance and Internet-Based Monitoring of an FRC Overlay,” Proceedings, International Conference onAdvances in Concrete through Science and Engineering,Evanston, IL. (CD-ROM)
[16] Banthia, N., and Gupta, R., 2006, “Repairing with Fiber Reinforced Concrete Repairs,” Concrete International , V. 28, No. 11, Nov., pp. 36-40.
[17] Naaman, A. E., and Chandrangsu, K., 2004, “Innovative Bridge Deck System Using High-Performance Fiber-Reinforced Cement Composites,” ACI Structural Journal, V. 101, No. 1, Jan.-Feb., pp. 57-64.
[18] Morgan, D. R., and Heere, R., 2000, “Evolution of Fiber Shotcrete,” Shotcrete , V. 2, No. 2, May,
pp. 8-11.
[19] Morgan, D. R., and McAskill, N., 1984, “Rocky Mountain Tunnel Lined with Steel Fiber Reinforced Shotcrete,” Concrete International , V. 6, No. 12, Dec., pp. 33-38.
[20] Tatnall, P. C., and Brooks, J., 2000, “Developments and Applications of High Performance Polymer Fibres in Shotcrete,” Shotcrete: Engineering Developments Proceedings International Conference on Engineering Developments in Shotcrete, Hobart, Apr., pp. 231-235
21] ACI 506.1R “Guide to Fiber-Reinforced Shotcrete”
[22] Court, D., 2003, “Channel Tunnel Rail Link: Contract 250,” Concrete , Oct., pp. 9-10.
[23] Novak, J . and Greenhalgh, J ., 2007, “Out of the Dark…and Into the Light,” Tunnels and Tunnelling Interna-Tional, Dec., pp. 37-39.
[24] Henager, C. H., 1983, “Use of Steel Fiber Reinforced Concrete in Containment and Explosive Resistant Structures,” Symposium Proceeding , Interaction of Non-Nuclear Munitions with Structures, U.S. Air Force Academy, CO, May, pp. 199-203.
[25] Forrest, M. P.; Morgan, D. R.; Obermeyer, J. R.; Parker, P. L.; and LaMoteaux, D. D., 1995, “Seismic Retrofit of Littlerock Dam,” Concrete International , V. 17, No. 11, Nov., pp. 30-36.
[26] Tatnall, P. C., 2002, “Fibre Reinforced Sprayed Concrete: The Effect on Anti-Spalling Behavior During Fires,”Proceedings, Fourth International Symposium on Sprayed Concrete—Modern Use of Wet-Mix Sprayed Concrete for Underground Support, Davos, Sept. 22-26, pp. 320-328.
[27] ASTM A820/A820M “Specification for Steel Fibers for Fiber-Reinforced Concrete”
[28] Schrader, E. K., and Munch, A. V., 1976, “Deck Slab Repaired by Fibrous Concrete Overlay,” Proceedings ASCE, V. 102, Mar., pp. 179-196.
[29] Ounanian, D. W., and Kesler, C. E., 1976, “Design of Fiber Reinforced Concrete for Pumping,” Report
No. DOT-TST 76T-17, Federal Railroad Administration, Washington, DC, 53 pp.
[30] ACI 544.1R “Report on Fiber Reinforced Concrete” |
|
Uluslararası Karşılıklar :
|
--- |
|
ICS Kodu :
|
91.100.30 Beton ve Beton Ürünleri |
|
Atıf Yapılan STD :
|
TS 708 :2010; TS 802 :2009; TS 1247 :1984; TS 1248 :2012; TS 10513 :1992; TS 13515 :2014; TS EN 206 :2014; TS EN 934-1 :2010; TS EN 934-2+A1 :2013; TS EN 1504-1 :2008; TS EN 12350-1 :2010; TS EN 12350-2 :2010; TS EN 13670 :2010; TS EN 14487-1 :2006; TS EN 14487-2 :2007; TS EN 14488-1 :2006; TS EN 14845-1 :2008; TS EN 14845-2 :2006; TS EN 14889-1 :2006; TS EN 14889-2 :2006; |
|
Cen/Cenelec :
|
- |
|
Dili :
|
tr |
|
Renk Durumu :
|
Siyah-Beyaz |
|
Uygulama Durumu :
|
Yürürlükte |
|
Sayfa Sayısı :
|
23 |
|
Fiyatı :
|
280,00 TL + %10 Kdv |
| Çakışan Standart Varsa İptal Tarihi (DOW) | - |
|