13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35947 2009-12-23 ICS: 93.160 1501-12-03-02-00:2009 H HELLENIC CHNICAL SPECIFICATION Sprayed concrete for underground works and tunnels : 13 08.. 313, 111 45
1335948 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 H T 1501-12-03-02-00 00 03 () () 2 (2 ) (). T 1501-12-03-02-00, 99 00 03, (). 1501-12-03-02-00 23 2009 99. 2009.,,,,... 313, 111 45
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35949 08 1501-12-03-02-00:2009... 5 1... 7 2... 7 3... 10 3.1... 10 3.2... 12 4... 14 4.1... 14 4.2... 15 5... 18 5.1... 18 5.2... 19 5.3... 19 5.4... 20 5.5... 22 5.6... 22 5.7... 22 5.8... 22 5.9... 23 5.10... 23 5.11... 23 5.12... 23 6 ｨC... 23 6.1... 24 6.2... 24 6.3... 27 7-29 3
1335950 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 7.1... 29 7.2 ｨC... 30 7.3... 32 8... 33 8.1... 33 8.2... 34 8.3... 34 8.4... 35 8.5... 35 4
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35951 08 1501-12-03-02-00:2009...,. ( ｨC ). 5
1335952 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 6
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35953 08 1501-12-03-02-00:2009 1,,, (,, ), / ( / ), / (,,..),. (..,..) ( ). 2,,,..,,,.. 1501-12-02-01-01 1501-12-02-01-02 1501-12-03-08-00 Tunnel excavation with conventional means - Tunnel excavation with full-facers or roadheaders - Reinforcement meshes for sprayed concrete in tunnels ｨC 14487-1 Sprayed concrete - Part 1: Definitions, specifications and conformity - - 1:, 14487-2 Sprayed concrete - Part 2: Execution - - 2: EN 14488-1 EN 14488-2 EN 14488-3 Testing sprayed concrete - Part 1 : Sampling fresh and hardened concrete - - Testing sprayed concrete - Part 2: Compressive strength of young sprayed concrete - - 2: Testing sprayed concrete - Part 3: Flexural strengths (first peak, ultimate and residual) of fibre reinforced beam specimens - - 3: ( 7
1335954 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 EN 14488.04+A1 EN 14488.05 EN 14488.06 EN 14488.07 EN 197-1 EN 206-1 EN 934-2/1 EN 934-5 EN 934-6 E2 EN 1008 EN 1504.03 EN 1542 8, ) Testing sprayed concrete - Part 4: Bond strength of cores by direct tension - - 4: Testing sprayed concrete - Part 5: Determination of energy absorption capacity of fibre reinforced slab specimens - - 5: Testing sprayed concrete - Part 6: Thickness of concrete on a substrate - - 6: Testing sprayed concrete - Part 7: Fibre content of fibre reinforced concrete - - 7: Cement - Part 1: Composition, specifications and conformity criteria for common cements --. 1:,. Concrete Part 1 : Specification, performance production and conformity -- - 1:,,,. Admixtures for concrete, mortar and grout - Concrete admixtures- Part 2: Definitions, requirements, conformity, marking and labelling -, - - 2: -,,, Admixtures for concrete, mortar and grout - Part 5: Admixtures for sprayed concrete - Definitions, requirements, conformity, marking and labelling -, - 5: -,, Admixtures for concrete, mortar and grout - Part 6 : Sampling, conformity control and evaluation of conformity - - 6 :, Mixing water for concrete - Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete -- -,. Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 3: Structural and non-structural repair - -,, - 3: Products and system for the protection and repair of concrete structures - Test methods - Measurement of bond strength by pull-of - - -
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35955 08 1501-12-03-02-00:2009 EN 12350-2 E2 EN 1239.03 EN 12350.05 E2 EN 12350.06 E2 EN 12390-5 Testing fresh concrete - Part 2: Slump-test - - 2: Testing hardened concrete - Part 3: Compressive strength of test specimens - - 3: Testing fresh concrete - Part 5: Flow table test - - 5: Testing fresh concrete - Part 6: Density - - 6: Testing hardened concrete - Part 5: Flexural strength of test specimens - - 5: EN 12390-7 Testing hardened concrete - Part 7: Density of hardened concrete - - 7: EN 12390-8 EN 12504-1 Testing hardened concrete - Part 8: Depth of penetration of water under pressure - - 8: Testing concrete in structures - Part 1: Cored specimens - Taking, examining and testing in compression - - 1: -, 12504-3 Testing concrete in structures - Part 3: Determination of pull-out force - - 3: EN 12620+A1 EN 13412 E2 ISO 758:1976, Aggregates for concrete - Products and systems for the protection and repair of concrete structures - Test methods - Determination of modulus of elasticity in compression - - - Liquid chemical products for industrial use -- Determination of density at 20 degrees C --. 20 紊. CEN/TS 12390.09 Testing hardened concrete - Part 9: Freeze-thaw resistance ｨC Scaling - - 9: - ｨC EN 933-1 N 863 EN 397 /1 Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method - - 1: - Protective clothing - Mechanical properties - Test method: Puncture resistance -... Industrial safety helmets (Amendment A1: 2000) -. EN 388 2 Protective gloves against mechanical risks -- EN ISO 20345 Safety Footwear for Professional Use - 9
1335956 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 EN 136 2 Respiratory protective devices - Full face masks - Requirements, testing, marking - - -,, EN 140 2 Respiratory protective devices - Gas filters and combined filters - Requirements, testing, marking - - -,, EN 143/A1 EN 149 E2 + AC EN 405 E2 EN 352.01 E2 EN 352.02 E2 EN 352.03 E2 EN 352.04 Respiratory protective devices - Particle filters - Requirements, testing, marking - - -,, Respiratory protective devices - Filtering half masks to protect against particles - Requirements, testing, marking - - -,, Respiratory protective devices - Valved filtering half masks to protect against gases or gases and particles - Requirements, testing, marking - - -,, Hearing protectors - General requirements - Part 1: Ear-muffs - - - 1: Hearing protectors - General requirements - Part 2: Ear-plugs - - - 2: Hearing protectors - General requirements - Part 3: Ear-muffs attached to an industrial safety helmet - - - 3: Hearing protectors - Safety requirements and testing - Part 4: Leveldependent ear-muffs - - - 4: 3 3.1. 3.1.1.,,,, /. 3.1.2 (rebound) -. 3.1.3,. 3.1.4 (preconstruction test),,. 10
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35957 08 1501-12-03-02-00:2009 3.1.5 (assessment of conformity). 3.1.6 (shotcrete gunite sprayed concrete),. 3.1.7,,. 3.1.8 (inspection). 3.1.9. 3.1.10,,, 3.1.11. 3.1.12 (ultimate flexural strength) EN 12390-5 EN 14488-3. 3.1.13 (inspection class),. 3.1.14 (early development class) 24. 3.1.15 (aspect ratio of fibres). 3.1.16 (first peak flexural strenght) EN 14488-3. 3.1.17. 3.1.18,,.. 3.1.19 24. 3.1.20 (fresh sprayed concrete). 3.1.21 0,5%,. 11
1335958 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 3.1.22. 3.1.23 (residual strength), -, EN 14488-3. 3.1.24 28, 56 90. 3.1.25 (preliminary test). 3.1.26 ｱ (shadow effect)... 3.1.27. 3.1.28 :. 3.1.29. 3.1.30, 28. 3.2 3.2.1 (consistence) 206-1 3.2.2 206-1: : -. -. 3.2.3.., J1, J2 J3 1. J1, J2 C J3 C. 12
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35959 08 1501-12-03-02-00:2009 EN 14488-2 EN 14488-2. 24 1. 1-1 - EN 14488-2 --- 0,2-1,2 EN 14488-2 --- B 3-16 EN 12504-3:2005 >10 3.2.4 206-1. 3.2.5 EN 12390-5 14488-3 ( ). 3.2.6 13
1335960 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 2, EN 14488-3.. D2S2 2 0,5, 1 2 mm. 2 - mm D1 0,5-1 D2 0,5-2 D3 0,4-4 ( Mpa) S1 S2 S3 S4 1 2 3 4 4 4.1 : (admixtures) ( fillers )... 3. 3-14 EN 197-1:. EN 12620. 1008 - EN 934-2: / EN 934-5 EN 934-6: 206-1.
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35961 08 1501-12-03-02-00:2009 fillers ) EN 14487-1. 4.2 4.2.1, ( ),,,,,,,,.,, 206-1., 206-1, : -. -.. : ( )... 4.2.2 4 4 -,,.,, 15
1335962 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 16 206-1.5.3.1 206-1-.5.2.3.4. 206-1.5.2.3.4. EN 934-2: EN 934-5 206-1.5.2.5. 206-1 10.. o: 4.2.3,, 206-1:. 5.3. :, 206-1: 5.4.2. EN 14487-1., (,..).. :., 10 4 mm 4, 8 ( 0,25) 5 0,25..,,,,,,... ｮ ｯ ｯ ｯ,, ｮ ｯ ｯ ｯ,,,
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35963 08 1501-12-03-02-00:2009. 5: 5-2 3 (1) (1) (2) (1) (2),., / (/) ﾀ 3..,.. 4.2.4 6: 6 -, EN 14488-2 EN 12504-3:. 206-1. 28 ISO 4012:1978, 12504-1, EN 14488-1. 50 mm / 1,0 2,0 12504-1. 17
1335964 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 - : / : - 2,0, - 1,0., 12390-7, EN 13412 E2., EN 12390-5 EN 14488-3., 12390-8:. 150 mm... 50 mm. 28., CEN/TS 12390.09, 1542 500 mm x 500 mm ( 100 mm ). ( ) EN 14488-4.,,, EN 14488-3. 28., f n EN 14488-3. 28.,. ｨC EN 14488-3. 28. 5 5.1.,,,,....,,. 18
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35965 08 1501-12-03-02-00:2009,.. 5.2,,.,,,,.,,,,,,.,.,,,,,,,.,.,,. 5.3,,..,...,..,.,,.,.,,. 19
1335966 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 5.4.,,,.,,,.,,, 4.,,. (,, ). 15 mm 25 mm.. :., ().., (, ),., (0-6 mm)........ ( )..,,,.,,,,.,,,,.,, 20
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35967 08 1501-12-03-02-00:2009,.,., EN 14488.06,,,,,,,..,.,,. 0,5 m 1,5 m 2,0 m..,,.. 8 cm,,,.,,,,. 45,.,,,.,.,.,, (1 / 4 m 2 ),.,, ( ),,,, 0,30 x 0,30 m,. 10 cm,.,, 10 cm. 21
1335968 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08.,,. ( 12 ) ( / ). 5.5 (fiber reinforced shotcrete),,,., 30 kg/m 3. ｰ ｱ..,,,,. 5.6,.,,,...,.,. 5.7 45,.,. 5.8,,.,,,,,,,,. 22
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35969 08 1501-12-03-02-00:2009 5.9, 4,, (7).. 5.10. ( )..,,..,. 5.11,.,,,.,,.,,.,,.,. 1,5 m 0,5 m.. 5.12 0 C. 0 C, 0 C, 5. ( 5 C) ( ) 15 C /. 6 ｨC,,. 23
1335970 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08.. -. : EN 12504-1,.. EN 12504-2:. 6.1 : - 1-2 - 3. EN 14487-1:. 6.2 6.2.1.. : - ( 7) - ( 8) - ( 9) : 14487-2. 6.2.2 7. 24
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35971 08 1501-12-03-02-00:2009 1 2 3 4 7 - / (. 206-1) EN 933-1. 1. 2.3. 5 6 7 8 9 10 11 EN 934-6: ISO 758:1976 ISO 758:1976 EN 1008, 25
1335972 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 12 /,. 1. 2.3 6.2.3 8 8-1 2 3 4 / EN 12350-2 EN 12350-5 EN 14488-7.1.2.3 6.2.4 ｯ, 9........ 26
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35973 08 1501-12-03-02-00:2009 9-1 : ( ) 2 / 1 2 3 3 EN14488-7 1/200m3 1/1000m3 1(IS) 1/100m3 1/500m3 2(IS) 1/50m3 1/250m3 3(IS) 4. EN 14488-2 5 ISO 4012:1978 6 7 8 - EN 12390.07 EN 12390-8 CEN/TS 12390.09 9 EN 14488-4 1/5000m2 1(IS) 1/500m3 1/2500m3 1(IS) 1/2000m2 2(IS) 1/100m3 1/500m3 2(IS) 1/1000m2 1(IS) 1/1000m2 1(IS) 1/1000m2 1(IS) 1/500m2 2(IS) 1/500m2 2(IS) 1/500m2 2(IS) 1/1000m2 3(IS) 1/50m3 1/250m3 3(IS) 1/250m2 3(IS) 1/250m2 3(IS) 1/250m2 3(IS) EN 13412 E2 10 EN14488-7 11 EN 14488-3 12 13 EN 14488-3 EN 14488-3 1/2000m2 2(IS) 1/500m2 3(IS) 6.3 6.3.1, EN 14488-2, f c 27
1335974 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 (MPa) 10 F (N),, ( 10). 10 - ( EN14488-2) 1,2 () 8, 11 (mm) 16 (mm) F(N) 10 f c (MPa) f c =0,0015F+0,0182 f c =0,0018F-0,0273, EN 14488-2, f c (MPa), 10 L (mm) F/L ( F L), ( 11). 11 - (Bolt Driving) ( EN 14488-2) 3 16 8, 11 (mm) L (mm) F (MPa) F/L (N/mm) 10 f c (MPa) f c =0,13F/L+0,3511 6.3.2 12 : - ｰn ｱ x n ( 1). - x i ( 2). 12 - ｮ ｯn ｯ ｯ 1 2 ｮ ｯn ｯ ｯ x n (MPa) x i (MPa) 15 f ck + 1,48 0,75f ck : 6-14 f ck + 1,65 0,75f ck f ck 6 6.3.3. 28
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35975 08 1501-12-03-02-00:2009 6.3.4. 6.3.5 ( 3 ). 6.3.6 6 V f ｨC 4 Kgr/m 3, V f. 6.3.7 : -. - ﾀ 25%. 6.3.8 : - 2. - 10%. 6.3.9 : -. - ﾀ 25%. 7-7.1, : - -,,. -,. -.,,. -. -. -. -. 29
1335976 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 30 -. -.. -. 7.2 ｨC :..1073/16-9-81 ｰ ｱ. 7//114080/732/96 ｱ 92/104/ ｰ, ｱ ｱ ( 771/)...252/89 ｰ ｱ ( 106/ /2.5.89). HD 384-2:. ( 931/ 31.12.84)... 305/96 ｰ, 92/57/ ｱ '. 130159/7-5-97 11 (.. 16/165/10/258//19-5-97),..... 396/94 :221//94 ｰ, 89/656/ ｱ... 85/91 ( 38/91) ｰ, 86/188/ ｰ... 397/94 ( 221//94) ｰ 90/269/ ｰ. (). ( ): EN 863 EN 388 EN 397 EN ISO 20345 EN 136 2 EN 140 2 EN 143/A1 13 -
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35977 08 1501-12-03-02-00:2009 EN 149 E2 + AC EN 405 E2 EN 352.01 E2 EN 352.02 E2 EN 352.03 E2 EN 352.04.,,.,, 94/9/ 23 1994 - (. L 100 19/04/1994. 0001 ｨC 0029),.. 42/2003 (44//21-02-2003) " 1999/92/ 16-12-1999 "... :.. 77/93 ( 34//93) ",.. 307/86 (135/) 88/642/".. 399/94 ( 221//94) " 90/394/"..127/2000 ( 111//2000).. 43/2003 ( 44//21-2-2003)..90/1999 ( 94//99) " 91/322/ 96/94/ ".. 307/86 (135/).. 77/93 ( 34//93)..338/2001 ( 227//2001) " "..339/2001 ( 227//2001).. 307/86 (135/) " " : 31
1335978 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08,,.. X..,,,.. (..,, ). : -. - ( / ). -. -..,.. : -.. - / (,, ). -. 7.3.,,.... /.,,,,, :. 32
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35979 08 1501-12-03-02-00:2009 8 8.1,,,, (m 3 ) (,, ): ) ( ),. ) : i) 00 03 0003 ( d o /2) ii),. iii) 1:. 2: 1501-12-02-01-01 (,,..) /.,, (. 3.2.4) (,..).,,,,. ( ), : ( ),,,,,,,,, 33
1335980 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 1501-12-03-02-00:2009 08 ( ),,. 8.2. (kgr),,,,. ( ), :,,,,,,,, ( ),,. 8.1..., (. 8.1) 8.3 (kgr) :,,,,. ( ), : 34,,,,,,,, ( ),,.
13ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 35981 08 1501-12-03-02-00:2009 8.1.,. 8.4 1501-12-03-08-00 8.5,,. 8.1, 8.2, 8.3 8.4, ( 1501-12-02-01-01 1501-12-02-01-02). 35