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- みさえ やぶき
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1 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) ICS: :2009 HELLENIC CHNICAL SPECIFICATION A Skid resistant asphalt concrete wearing course : ,
2 :2009 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) H T () () 2 (2 ) (). T , , () ,,,, ,
3 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) : ｨC arshall ｨC
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) : ,. ( ｨC ). 4
5 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) : , " ",,.,, ( 4 cm),,., ( ).,, " ".. 1: 2: 4 cm ( 12,5 mm), 3 cm ( 9,5 mm). 2,,,..,,.. EN Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation : EN Tests for mechanical and physical properties of aggregates - Part 8: Determination of the polished stone value : EN Bitumen and bituminous binders - Specifications for paving grade bitumens -- - EN Bituminous mixtures - Test methods for hot mix asphalt - Part 5: Determination of the maximum density :. 5
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) : EN Bituminous mixtures - Test methods for hot mix asphalt - Part 9: Determination of the reference density : EN Bituminous mixtures - Test methods for hot mix asphalt - Part 12: Determination of the water sensitivity of bituminous specimens :. EN Tests for thermal and weathering properties of aggregates - Part 2: Magnesium sulfate test - - 2:. EN EN EN Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures.. 2: ｨC, Tests for geometrical properties of aggregates - Part 3: Determination of particle shape - Flakiness index -- 3:. Test for geometrical properties of aggregates - Part 8: Assessment of fines - Sand equivalent test -- 8: () ｨC EN Road and airfield surface characteristics - Test methods - Part 7: Irregularity measurement of pavement courses : the straightedge test : ( ) : Road pavement layers with unbound aggregates Hot mixed dense graded asphalt concrete layers -- 3 : :, 12,5 mm, 9,5 mm.,,,., :, 12,5 mm, 9,5 mm.,,.,, 1. 6
7 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) : : 2 mm (2,36 mm), 2 mm 0,063 mm 0,063 mm.. : ( ) 100%,.. K : (, )., 80% 4 mm,.. EN , 6,3 mm (1/4 ｱ) ｰ ｱ (Flakiness Index) EN 933-3, %.. :, : (Polished Stone Value), EN , PSV 50. (Aggregate Abrasion Value), EN , AAV10. Los Angeles, EN , LA24.. : ( 2 mm 0,063 mm),,.,.,.. : ( ),. ( ),,,,,,.,,. 1. 7
8 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) : % 600 ( 30) ( 50) ( 200) , ,, EN O 60/70, 80/100 40/50 50:50...,,, ( 80/100,,.),.,.,, -, EN ,,. (, ),, 2. ( ) 8,,. 2,36 mm,,,. 2,, 5%.,,,. (). EN ( ) 9%.. EN
9 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) : ( ) ( ) [mm] mm 12,5 9,5 12,5 9,5 EN ,50 mm 9,00 mm 4,00 mm 2,00 mm 1,12 mm 0,25 mm 0,063 mm cm 2,5-3 cm 3-4 cm 2,5-3 cm 4.4 ｨC arshall, Marshall. Marshall,, -, Marshall 1 2 ( ) C (N) [mm] (% ) ,8 0,7 5 ｨC 5.1,.,. ( ) 紊.,, -.,.,,..,,. 9
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) : , ( 300 g/m 2 ),., 30%. (.. 60% 100% %). 5.3,, 紊.., ( 10 紊),. (2,5 3 cm), 20 紊 , t,. 2 3.,, ( )., : 10 EN (PSV) EN (AAV) EN Los Angeles EN , EN ( ), EN
11 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) : ,,. 4-,. ( ),,, 4.,, 20%. 4 - (.. ) % 12,50 mm (1/2'') 9,00 mm 4,00 mm 2,00 mm 1,12 mm 0,50 mm 0,25 mm 0,067 mm % ﾀ 8 ﾀ 7 ﾀ 7 ﾀ 6 ﾀ 6 ﾀ 5 ﾀ 5 ﾀ 3 ﾀ 0,4 6.4,,, :... ｰ ｱ ( ), ﾀ 6 mm.., 5 mm. 4., 3 mm. 3.,, Bump-Integrator,. 130 cm/km...., (3) 4000 m 2. 11
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) : %, (.. )...., 96% 94%. EN ,, EN ,.. EN , 50 m 50 cm. 1,0 mm 1 1,5 mm, 2. 7 () [m 2 ], ,,,,., :...,..,, ( ).. 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) 34833 2009-12-23 ICS: 93.140 1 71 71 71 71 71 71 7H 1 71 71 71 71 71 71 7 1 71 71 71 71 71 71 71 71 71 71 7 HELLENIC 1 71
QKEBAA+ArialMT Adobe Identity 0
1330870 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) 2009-12-23 ICS: 93.040 1 71 71 71 7 1 71 7 1501-03-03-01-00:2009 1 71 71 71 71 71 71 71 7 TEXNIKH 1 71 71 71 71 71
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) 34011 2009-12-23 ICS: 91.100.50 1501-08-05-02-05:2009 H HELLENIC CHNICAL SPECIFICATION Concrete structures joint sealing
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1335650 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) 2009-12-23 ICS: 93.160 1 71 71 71 7 1 71 7 1501-11-02-05-00:2009 1 71 71 71 71 71 71 7H 1 71 71 71 71 71 71 7 1 71
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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
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1335724 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) 2009-12-23 ICS: 93.160 1 71 71 71 7 1 71 7 1501-11-03-04-00:2009 1 71 71 71 71 71 71 7H 1 71 71 71 71 71 71 7 1 71
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) 34309 2009-12-23 ICS: 93.160 1501-08-07-01-05:2009 HELLENIC TECHNICAL SPECIFICATION Manhole steps : 3 08.. 313, 111 45 1334310
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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) 35549 2009-12-23 ICS: 93.160 1501-11-01-03-00:2009 H HELLENIC CHNICAL SPECIFICATION Micro-piles : 9 08.. 313, 111 45 1335550
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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) 30965 2009-12-23 ICS: 93.040 1 71 71 71 7 1 71 7 1501-03-05-02-01:2009 1 71 71 71 71 71 71 71 7 TEXNIKH 1 71 71 71 71 71
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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) 31385 2009-12-23 ICS: 93.040 1501-03-06-02-04:2009 TEXNIKH HELLENIC TECHNICAL SPECIFICATION External wall insulation systems
Microsoft Word - конфОсень!!!!!! 2014.doc
1 71 71 71 71 71 7 5 1 71 71 71 71 71 71 71 71 7 1 7 1 71 71 71 71 71 71 71 71 71 7 1 71 71 71 71 71 71 71 71 71 71 7 1 7 1 71 71 71 71 71 7 1 71 71 71 71 71 71 71 71 71 71 71 71 71 7 1 71 71 7 658.5:687
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«Σχεδίαση, Υλοποίηση ενός Προσωπικού Περιβάλλοντος Μάθησης και Διερεύνηση Παραγόντων Αποδοχής»
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The Evaluation on Impact Strength of Structural Elements by Means of Drop Weight Test Elastic Response and Elastic Limit by Hiroshi Maenaka, Member Shigeru Kitamura, Member Masaaki Sakuma Genya Aoki, Member