RXQAAA+ArialMT Adobe Identity 0
|
|
|
- えりか みやまる
- 7 years ago
- Views:
Transcription
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) ICS: :2009 H HELLENIC CHNICAL SPECIFICATION Sprayed concrete for underground works and tunnels : ,
2 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 H T () () 2 (2 ) (). T , , () ,,,, ,
3 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 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
5 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 ). 5
6 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) :
7 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) :2009 1,,, (,, ), / ( / ), / (,,..),. (..,..) ( ). 2,,,..,,, Tunnel excavation with conventional means - Tunnel excavation with full-facers or roadheaders - Reinforcement meshes for sprayed concrete in tunnels ｨC Sprayed concrete - Part 1: Definitions, specifications and conformity - - 1:, Sprayed concrete - Part 2: Execution - - 2: EN EN EN 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
8 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 A1 EN EN EN EN EN EN 934-2/1 EN EN E2 EN 1008 EN EN , ) 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 :,,,. 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 :, 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 - - -
9 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) :2009 EN E2 EN EN E2 EN E2 EN 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 Testing hardened concrete - Part 7: Density of hardened concrete - - 7: EN EN 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: -, Testing concrete in structures - Part 3: Determination of pull-out force - - 3: EN A1 EN 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 紊. CEN/TS Testing hardened concrete - Part 9: Freeze-thaw resistance ｨC Scaling - - 9: - ｨC EN 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 Protective gloves against mechanical risks -- EN ISO Safety Footwear for Professional Use - 9
10 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 Respiratory protective devices - Full face masks - Requirements, testing, marking - - -,, EN Respiratory protective devices - Gas filters and combined filters - Requirements, testing, marking - - -,, EN 143/A1 EN 149 E2 + AC EN 405 E2 EN E2 EN E2 EN E2 EN 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 : Hearing protectors - General requirements - Part 2: Ear-plugs : Hearing protectors - General requirements - Part 3: Ear-muffs attached to an industrial safety helmet : Hearing protectors - Safety requirements and testing - Part 4: Leveldependent ear-muffs : ,,,, / (rebound) , (preconstruction test),,. 10
11 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) : (assessment of conformity) (shotcrete gunite sprayed concrete), ,, (inspection) ,,, (ultimate flexural strength) EN EN (inspection class), (early development class) (aspect ratio of fibres) (first peak flexural strenght) EN ,, (fresh sprayed concrete) ,5%,. 11
12 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) : (residual strength), -, EN , (preliminary test) ｱ (shadow effect) : , (consistence) : : , J1, J2 J3 1. J1, J2 C J3 C. 12
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) :2009 EN EN EN ,2-1,2 EN B 3-16 EN :2005 > EN ( )
14 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 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 S : (admixtures) ( fillers ) EN 197-1:. EN EN 934-2: / EN EN 934-6:
15 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) :2009 fillers ) EN , ( ),,,,,,,,.,, , 206-1, : : ( ) ,,.,, 15
16 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 934-2: EN o: 4.2.3,, 206-1: :, 206-1: EN , (,..).. :., 10 4 mm 4, 8 ( 0,25) 5 0,25..,,,,,,... ｮ ｯ ｯ ｯ,, ｮ ｯ ｯ ｯ,,,
17 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) : : (1) (1) (2) (1) (2),., / (/) ﾀ 3.., : 6 -, EN EN : ISO 4012:1978, , EN mm / 1,0 2,
18 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) : : / : - 2,0, - 1,0., , EN E2., EN EN , :. 150 mm mm. 28., CEN/TS , mm x 500 mm ( 100 mm ). ( ) EN ,,, EN , f n EN ,. ｨC EN ,,,,....,,. 18
19 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) :2009,.. 5.2,,.,,,,.,,,,,,.,.,,,,,,,.,.,,. 5.3,,..,...,..,.,,.,.,,. 19
20 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.,,. (,, ). 15 mm 25 mm.. :., ().., (, ),., (0-6 mm) ( )..,,,.,,,,.,,,,.,, 20
21 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) :2009,.,., EN ,,,,,,,..,.,,. 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
22 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) : ,,. ( 12 ) ( / ). 5.5 (fiber reinforced shotcrete),,,., 30 kg/m 3. ｰ ｱ..,,,,. 5.6,.,,,...,., ,.,. 5.8,,.,,,,,,,,. 22
23 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) : , 4,, (7) ( )..,,..,. 5.11,.,,,.,,.,,.,,.,. 1,5 m 0,5 m C. 0 C, 0 C, 5. ( 5 C) ( ) 15 C /. 6 ｨC,,. 23
24 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 ,.. EN :. 6.1 : EN : : - ( 7) - ( 8) - ( 9) :
25 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 EN 934-6: ISO 758:1976 ISO 758:1976 EN 1008, 25
26 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 EN EN ｯ,
27 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) : : ( ) 2 / EN /200m3 1/1000m3 1(IS) 1/100m3 1/500m3 2(IS) 1/50m3 1/250m3 3(IS) 4. EN ISO 4012: EN EN CEN/TS EN /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 E2 10 EN EN EN EN /2000m2 2(IS) 1/500m2 3(IS) , EN , f c 27
28 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) : (MPa) 10 F (N),, ( 10) ( EN ) 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 , f c (MPa), 10 L (mm) F/L ( F L), ( 11) (Bolt Driving) ( EN ) , 11 (mm) L (mm) F (MPa) F/L (N/mm) 10 f c (MPa) f c =0,13F/L+0, : - ｰn ｱ x n ( 1). - x i ( 2) 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
29 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) : ( 3 ) V f ｨC 4 Kgr/m 3, V f : -. - ﾀ 25% : % : -. - ﾀ 25% , : - -,,. -,. -.,,
30 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 :..1073/ 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/ ) /96 ｰ, 92/57/ ｱ ' / (.. 16/165/10/258// ), /94 :221//94 ｰ, 89/656/ ｱ... 85/91 ( 38/91) ｰ, 86/188/ ｰ /94 ( 221//94) ｰ 90/269/ ｰ. (). ( ): EN 863 EN 388 EN 397 EN ISO EN EN EN 143/A1 13 -
31 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) :2009 EN 149 E2 + AC EN 405 E2 EN E2 EN E2 EN E2 EN ,,.,, 94/9/ (. L /04/ ｨC 0029),.. 42/2003 (44// ) " 1999/92/ "... :.. 77/93 ( 34//93) ",.. 307/86 (135/) 88/642/".. 399/94 ( 221//94) " 90/394/"..127/2000 ( 111//2000).. 43/2003 ( 44// )..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
32 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) : ,,.. X..,,,.. (..,, ). : -. - ( / ) ,.. : / (,, ) ,,.... /.,,,,, :. 32
33 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) : ,,,, (m 3 ) (,, ): ) ( ),. ) : i) ( d o /2) ii),. iii) 1:. 2: (,,..) /.,, ( ) (,..).,,,,. ( ), : ( ),,,,,,,,, 33
34 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) : ( ),, (kgr),,,,. ( ), :,,,,,,,, ( ),, , (. 8.1) 8.3 (kgr) :,,,,. ( ), : 34,,,,,,,, ( ),,.
35 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) : , ,,. 8.1, 8.2, , ( ). 35
DENBAA+ArialMT Adobe Identity 0
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
VSJBAA+ArialMT Adobe Identity 0
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
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) 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
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
ETVAAA+ArialMT Adobe Identity 0
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
1332866 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: 93.080.20 1501-05-03-12-01:2009 HELLENIC CHNICAL SPECIFICATION A Skid resistant asphalt concrete wearing
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
LHHBAA+ArialMT Adobe Identity 0
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
VPMBAA+ArialMT Adobe Identity 0
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
CFASDM003
CFASDM / ISO ENNFPA JIS / CFASDM CFASDM 1. 1 2. 1 3. 2 4. 3 4.1 A 3 4.2 B 3 4.3 C 3 4.4 D 3 5. 3 5.1 A 3 5.2 B 4 5.3 C 4 5.4 4 6. 4 6.1 4 6.2 7 6.3 10 7. 14 8. 14 9. 14 10. 16 11. 19 CFASDM 1. 1. 2. 3.
* * 2
* * Study on Fire Resistance of Reinforced Concrete Columns with Ultra High Strength Material Munehiro UMEMOTO * Shigemi KIKUTA * The reinforced concrete column made with the high-strength concrete has
13 ｨｮ ｨｪ ｨｽ ｨｹ ｨｲ ｨｹ ｨｮ ｨｹ ｨｮ ｨｮ ｨｮ ｨｹ ｨｲ ｨｹ ｨｮ ｨｪ ｨｹ ｨｮ ｨｪ ｨｪ ｨｹ ｨｮ ｨｪ ｨｮ ｨｪ ｨｪ ｨｪ ｨｮ ｨｮ ｨｪ ｨｮ ｨｮ ｨｪ ｨｪ 03 ｨｮ ｨｪ ｨｮ 01 ｨｹ 01 ｨｮ ｨｹ ｨｮ ｨｪ ｨｮ
13ｨｮ ｨｹ ｨｹ 04 ｨｮ ｨｹ ｨｮ ｨｪ ｨｪ ｨｹ 01 ｨｪ ｨｹ ｨｮ 07 01 01 07 01 07 05 07 07 09 07 09 09 09 05 09 00 08 07 00 00 00 09 00 ｨｮ 09 07 07 ｨｹ 01 ｨｹ ｨｪ ｨｲ ｨｮ ｨｹ 03 ｨｲ ｨｪ ｨｹ ｨｪ 01 ｨｲ ｨｹ ｨｪ 01 01 01 ｨｲ ｨｲ 05 ｨｲ 01 ｨｪ
Fig. 1. Schematic drawing of testing system. 71 ( 1 )
1850 UDC 669.162.283 : 669.162.263.24/. 25 Testing Method of High Temperature Properties of Blast Furnace Burdens Yojiro YAMAOKA, Hirohisa HOTTA, and Shuji KAJIKAWA Synopsis : Regarding the reduction under
untitled
JIS A 12190000 Method for standard penetration test 2005 1 ISO 22476-3:2005 J J 1 SPTSPT 63.5 kg 760 mm SPT N SPT 300 mm N A 2 ISO 22475-1,Geotechnical investigation and testing Sampling methods and groundwater
untitled
1 2 3 4 5 130mm 32mm UV-irradiation UV-cationic cure UV-cationic cure UV-cationic cure Thermal cationic Reaction heat cure Thermal cationic Cation Reaction heat cure Cation (a) UV-curing of
Taro12-認定－部門－ASG101－０６
JIS Q 17025(ISO/IEC 17025(IDT)) JIS Q17025(ISO/IEC 17025(IDT)) --- --- JNLA JCSS ISO/IEC 17025 JIS Q 17025 IAJapan ILAC APLAC JIS Q17011 ISO/IEC 17011 MRA ILACAPLAC MRA IAJapan (3) JNLAJCSS (4) testing
I N S T R U M E N T A T I O N & E L E C T R I C A L E Q U I P M E N T Pressure-resistant gasket type retreat method effective bulk compressibility Fro
Cable Gland This is the s to use for Cable Wiring in the hazardous location. It is much easier to install and maintenance and modification compared with Conduit Wiring with Sealing Fitting. The Standard
JIS Z 9001:1998JIS Z 9002:1998 ISO/IEC 17025ISO/IEC Guide 25
JIS Q 17025 IDT, ISO/IEC 17025 IT JIS Z 9001:1998JIS Z 9002:1998 ISO/IEC 17025ISO/IEC Guide 25 JIS Q 17025 IDT, ISO/IEC 17025 IT IT JIS Q 17025ISO/IEC 17025 (2) JIS Z 9358 ISO/IEC Guide 58 (3) testing
IEC :2014 (ed. 4) の概要 (ed. 2)
IEC 60601-1-2:2014 (ed. 4) (ed. 2) e 2018 4 2 1 1 2 / 1 2.1............... 2 2.2............... 3 2.3.................. 4 3 6 4 6 4.1.................. 6 4.1.1............... 7 4.1.2....... 7 4.1.3............
Japanese.PDF
2002 11 2 3 Part I 4 5 6 3.1WTO/TBT 2 3 6 3.2ISO/IEC 7 3.3 7 3.4 7 3.5 8 3.6 8 9 4.1 9 4.2 9 4.3 10 12 Part II 13 1.1 13 1.2 13 1.3 14 1.4 14 1.5 14 2 14 3 15 3.1 15 3.2 16 3.3 17 3.4 17 3.5 18 3.6 18
１
4. 3R に関する国際規格と国内規格の比較検討 4.1 3R 製品の需要拡大に向けた製品 ( 品質 ) 規格に関する比較検討 (1) 国際規格と国内規格の状況の確認 2.1 章及び 3.1 章の結果を踏まえて 国際規格と国内規格の状況の一覧を作成した ( 表 4.1-1) なお 一覧を作成するに当たり 規格分野 ISO EU 米国 東南アジア 日 本 の 4 つに区分した 表 4.1-1 国際規格と国内規格の状況の一覧
Ausgabe_04_2012[1].pdf
![Ausgabe_04_2012[1].pdf](/thumbs/49/25788015.jpg "Ausgabe_04_2012[1].pdf")
13 ｰ0403 03 09 ｧ0303 ｧ1 7031 709091 71 70904 1 7$04 02031 7 ｮ031 702 07091 71 7091 7 01 070003 ﾂ031 7070304 071 70807 09091 7 ｧ09 080009 0901 fl071 71 7031 71 709 6ｾ4 ﾀ1 7 020904 00091 7031 7041 707 ｧ6ｾ40904
JAB NF01 REV JIS Q 17025: /
120070501 2004420 2004-04-20 1/27 1 2007-05-01 JAB NF01 REV.1 0 2004-04-20 26 1 JIS Q 17025:2005 2007-05-01 34 2004-04-20 2/27 1 2007-05-01 5 5... 6 2.1...6 2.2...6 2.3...7... 7... 8 4.1...8 4.2...8 4.3...8
The Evaluation on Impact Strength of Structural Elements by Means of Drop Weight Test Elastic Response and Elastic Limit by Hiroshi Maenaka, Member Sh
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
00.cdr
PROFILCO UNIVERSAL JUNE- 2005 PROFILCO UNIVERSAL 00030603020307 03090301 ﾁ0309 040307030805080907 040503070301080201 0207030909070507 080907 050903080805030708090807080507 0009000507 05 0200ｨ ｨｦ090208ｨ
Tsonos.qxd
13T02 ﾂｨｪ. ﾁ0907ｨｪ. 0308ｨｦｨｮ00. 00ｨｺ01. 080303, 07, 000205 ﾂ. 2 2000 Tech. Chron. Sci. J. TCG, I, No 2 21 080708ｨｦｨｺｨｹｨｰ 080908080502010907ｨｰ 00ｨ ｨｪ0105ｨ ｨｰ 00ｨｦｨ 0004ｨｪ 03ｨｪ08ｨｮ ﾂ01ｨｮ04 00ｨｴｨｪ 0306ｨｴ000209ｨｦｨｺ06ｨｪ
The Evaluation of LBB Behavior and Crack Opening Displacement on Statically Indeterminate Piping System Subjected to Monotonic Load The plastic collap
The Evaluation of LBB Behavior and Crack Opening Displacement on Statically Indeterminate Piping System Subjected to Monotonic Load The plastic collapse and LBB behavior of statically indeterminate piping
res-MSC-307(FTP Code)-r(9).vp
1300030402070108040202010407 080202030805 2010 01020208 0302 03040600030103010607 0304020003020704 060503040608010608 0108 02010103050602070802050605 (080202030805 030602 2010) 05020203040408010603 1 05000208ｨ
5 11 3 1....1 2. 5...4 (1)...5...6...7...17...22 (2)...70...71...72...77...82 (3)...85...86...87...92...97 (4)...101...102...103...112...117 (5)...121...122...123...125...128 1. 10 Web Web WG 5 4 5 ²
Fig. 1 Sampling positions from the ingot. Table 2 Chemical compositions of base metal (%) Fig. 2 (unit: mm) Shape and size of fatigue test specimen. T
Friction welding of ADC 12 aluminum alloy diecastings Kazuyoshi KATO* and Hiroshi TOKISUE* Both squeeze and gravity castings of ADC 12 aluminum alloy were friction-welded, using a brake type welding machine.
60065.p65
130803020304080905010203 080103010605060002 0302 0603090106 ﾁ030508020007 04030107090604020008010607 06 00030604020902010606 01 08 00 06 02 01 08 09 05 01 04 07 05 06 08 01 02 08 04 06 04 02 05 05 06 07
第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test * ** ** *** **** Kazuhiko Minaku
第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test ************ Kazuhiko Minakuchi, Tadashi Abe, Tetsukazu Kida, Satoshi Tanaka and Yuuki
13 ｨｲ ｨｲ ｨｲ ｨｮ 02 ｨｾ ｨｲ 02
13 02 ｨｾ 02 ｨｲ ｨｲ 02 02 ｨｲ 03 ｨｲ ｨｾ ｨｲ 13 ｨｲ ｨｲ ｨｲ ｨｮ 02 ｨｾ ｨｲ 02 13 02 ｨｲ ｨｲ ｨｾ 02 02 ｨｾ 02 ｨｮ ｨｲ 02 02 13 ｨｲ ｨｾ 02 ｨｲ ｨｲ ｨｾ ｨｲ ｨｾ ｨｲ ｨｲ ｨｲ ｨｾ 02 02 ｨｲ ｨｲ 02 ｨｲ 13 ｨｲ 02 ｨｲ ｨｲ ｨｲ ｨｲ ｨｲ ｨｲ ｨｲ ｨｲ ｨｾ ｨｲ
60065.p65
13000304010205070208040506000301010407 0502000306 0302 0506080102080406060508000606, 00030604020902010606 06 050304060608060808000606 (000105) ENTERSTATE COUNCIL FOR STANDARDIZATION, METROLOGY AND CERTIFICATION
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
5005-toku3.indd
3 1 CMMICMM Capability Maturity Model ISO : International Organization for Standardization IEC : International Electrotechnical CommissionJTC1 : Joint Technical Committee 1SC7 : Sub Committee 7 SC7 WG
Safety Performance of Steel Deck Plate (Flat Decks) Used for Concrete Slab Moulding CONTENTS 1. Introduction ---------------------------------------------------------------- (2) 2. Flat Decks ------------------------------------------------------------------
ISO/IEC ISO/IEC 17020: 2012 JIS Q ILAC 2) ILAC P15:06/2014 Application of ISO/IEC 17020:2012 for the Accreditation of Inspection Bodies 20
ISO/IEC 17020:2012 JAB RI300:2015 2 2015 9 1 2005 3 28 2005-3-28 1/18 2 2015-09-01 ISO/IEC 17020 ISO/IEC 17020: 2012 JIS Q 17020 ILAC 2) ILAC P15:06/2014 Application of ISO/IEC 17020:2012 for the Accreditation
Studies of Foot Form for Footwear Design (Part 9) : Characteristics of the Foot Form of Young and Elder Women Based on their Sizes of Ball Joint Girth
Studies of Foot Form for Footwear Design (Part 9) : Characteristics of the Foot Form of Young and Elder Women Based on their Sizes of Ball Joint Girth and Foot Breadth Akiko Yamamoto Fukuoka Women's University,
ｨC ｨｺ ｨｰ ｨｹ 09 ｨｺ ｧ ｨｦ 09 ｨｰ ｨｪ ｨｪ ｨｪ ｨ ｨｮ ｨｺ,
13I S S N 2 0 7 1-2 2 4 3 00 03 05 06 01 06 08 00 02 04 02 01 03 04 05 08 02 01 02 01 02 05 07 02 08 04 05 06 00 03 01 01 02 01 02 08 01 04 08 04 01 02 01 02 07 01 06 00 03 04 05 06 06 03 06 08 V E S T
עלון 517
13 02 517 05 ｨｮ00 ｨC ｨ ｨｮ00 07ｨｨ ﾂ 00ｨｰ0206 ｨｲ050906.00"ｨｰｨｴｨｲ01 ｨ ｨ 03ｨｦ,00"09ｨ ｨ "ｨｰ ｨ ｨｮ00 02)06080801',0607050107 6 1030108 6 1060704090107 6 1070307'.030803 6 10607"01 6 105"06 6 10607050107,03080706"05,0306076
ｨｦ ｨｹ ｨｦ 02 ｨｦ ｨｲ ｨｦ ｨｦ ｨｦ ｨｦ ｨｲ 02 ｨｦ ｨｦ ｨｹ ｨｦ ｨｦ ｨｦ ｨｹ ｨｦ 02 ｨｦ ｨｹ ｨｦ ｨｦ ｨｹ ｨｦ ｨｹ ｨｦ ｨｦ ｨｦ ｨｦ 03 ｨ
13ｨｹ ｨｦ 02 ｨｦ 02 ｨｹ ｨｦ 02 02 ｨｦ ｨｦ ｨｦ 02 02 ｨｦ ｨｦ ｨｦ 02 ｨｹ ｨｦ ｨｦ 02 ｨｦ ｨｹ ｨｦ ｨｦ ｨｦ ｨｹ ｨｦ 02 ｨｦ ｨｦ 02 ｨｹ ｨｦ ｨｹ ｨｦ ｨｲ ｨｦ ｨｦ ｨｦ 02 ｨｦ ｨｦ ｨｹ 02 ｨｦ ｨｹ ｨｦ ｨｦ ｨｦ ｨｦ ｨｦ ｨｦ ｨｹ ｨｦ 02 ｨｦ ｨｦ ｨｦ ｨｦ ｨｦ 02 02 ｨｦ ｨｦ ｨｦ
EURAMET EURAMET/cg-15/v.01 "Guidelines on the Calibration of Digital Multimeters" EURAMET e.v. "General Conditions for the translation of EURAMET publ
JAB RL508-2010 20100405 2010-04-05-1/22-0 2010-04-05 EURAMET EURAMET/cg-15/v.01 "Guidelines on the Calibration of Digital Multimeters" EURAMET e.v. "General Conditions for the translation of EURAMET publications"
cm H.11.3 P.13 2 3-106-
H11.3 H.11.3 P.4-105- cm H.11.3 P.13 2 3-106- 2 H.11.3 P.47 H.11.3 P.27 i vl1 vl2-107- 3 h vl l1 l2 1 2 0 ii H.11.3 P.49 2 iii i 2 vl1 vl2-108- H.11.3 P.50 ii 2 H.11.3 P.52 cm -109- H.11.3 P.44 S S H.11.3
Annaly1_01ZatevakhinLO
130507090307080007060309 0708080200apple076 506010706 060700076 7apple6ｦ0020909 6 5 070ｷ300000100 020400010ｷ30907006ｦ0020000076 707 0607060307fl0009fl 08000ｹ0000009 08apple09 0300036ｦ000090ｹ00006010706
620 Nippon Shokuhin Kagaku Kogaku Kaishi Vol. /0, No. +,, 0,* 0,1 (,**3) 14 Use of Rice Paste in Rice Bread Processing Yasuko Kainuma Keywords : rice,
620 Nippon Shokuhin Kagaku Kogaku Kaishi Vol. /0, No. +,, 0,* 0,1 (,**3) 14 Use of Rice Paste in Rice Bread Processing Yasuko Kainuma Keywords : rice, bread, paste, particle size, pulverizing mill : and
Table 1. Main specifications of VAD plant. Fig. 2. Typical operating pattern of low alloy steel.
UDC 669. 184. 244. 66-251: 669. 046. 554-982 On the Operations of LD-VAD Process and Product Qualities Takaharu MORIYA and Masanori TAWARA Synopsis: VAD (Vacuum Arc Degassing) plant is characterized by
42 1 Fig. 2. Li 2 B 4 O 7 crystals with 3inches and 4inches in diameter. Fig. 4. Transmission curve of Li 2 B 4 O 7 crystal. Fig. 5. Refractive index
MEMOIRS OF SHONAN INSTITUTE OF TECHNOLOGY Vol. 42, No. 1, 2008 Li 2 B 4 O 7 (LBO) *, ** * ** ** Optical Scatterer and Crystal Growth Technology of LBO Single Crystal For Development with Optical Application
SI SI CIPM MRA
JAB RL331-2008 2008 11 1 2008 9 1 2008-09-01-1/25-1 2008-11-01 ... 3... 3... 4 3.1...4 3.2...4... 5... 7... 8 6.1...8 6.1.1 SI...8 6.1.2 SI...9 6.2...9 6.3...9 6.4...10... 10 7.1 CIPM MRA...10 7.2 135...11
*1 *2 *1 JIS A X TEM 950 TEM JIS Development and Research of the Equipment for Conversion to Harmless Substances and Recycle of Asbe
*1 *2 *1 JIS A 14812008X TEM 950 TEM 1 2 3 4 JIS Development and Research of the Equipment for Conversion to Harmless Substances and Recycle of Asbestos with Superheated Steam Part 3 An evaluation with
技術研究所 研究所報 No.80
Calculating Temperatures in Concrete Elements Exposed to Fire by Hideto Saito and Takeshi Morita Abstract Six concrete-filled steel tube column specimens without fire protection measures were subjected
PIV7.vp
13 13070208 338(510) 090908 69.5(508ｨｨｨｰ) 0332 0402ｨｺ06ｨｬ02ｨｪ010609ｨ ｨｪ06 ｨｺ 07ｨｮｨ 05ｨｨｨｺｨ 02ｨｨｨｨ 07 ﾂ02ｨｪ04ｨｬ 09060902ｨｰ06ｨｬ 060200 040801 02ｨｰ0902ｨｰ09ｨｰ0902ｨｪｨｪ04ｨｦ 080201ｨ ｨｺｨｰ0608 ｨ ｨｺｨ 0102ｨｬｨｨｨｺ
第６２巻 第１号 平成２４年４月／石こうを用いた木材ペレット
Bulletin of Japan Association for Fire Science and Engineering Vol. 62. No. 1 (2012) Development of Two-Dimensional Simple Simulation Model and Evaluation of Discharge Ability for Water Discharge of Firefighting
The Effect of the Circumferential Temperature Change on the Change in the Strain Energy of Carbon Steel during the Rotatory Bending Fatigue Test by Ch
The Effect of the Circumferential Temperature Change on the Change in the Strain Energy of Carbon Steel during the Rotatory Bending Fatigue Test by Chikara MINAMISAWA, Nozomu AOKI (Department of Mechanical
目標安全レベル達成を指向する次世代の船舶安全基準のあり方 ー GBS (Goal Based Standard) by SLA (Safety Level Approach) ー
GBS (Goal Based Standard) by SLA (Safety Level Approach) 1. 2. (SLA (SLA-GBS) 3. SLA-GBS Tier I 4. SLA-GBS Tier II 5. SLA-GBS GBS 6. 1. IMO GBS-SLA 1. SAFEDOR 2000 (2005/2 2008) 2 (SLA-GBS) GBS) (GBS based
Tab 5, 11 Tab 4, 10, Tab 3, 9, 15Tab 2, 8, 14 Tab 1, 7, 13 2
COMPANION 20 MULTIMEDIA SPEAKER SYSTEM Owner s Guide Tab 5, 11 Tab 4, 10, Tab 3, 9, 15Tab 2, 8, 14 Tab 1, 7, 13 2 Tab1, 7, 13 Tab 2, 8, 14 Tab 3, 9, 15 Tab 4, 10, Tab 5, 11 This product conforms to all
kladnew.QXD
19 090807050700ｨｦｨｮｨｬｨｹｨｰ 000701 040201080701 040802ｨｮ04ｨｰ ｨｮ0004ｨｪ 040209ｨｦ07 ﾂ07 09050504050208080109ｨ ｨｮ04ｨｰ 08090701ｨｮ00ｨｦｨｺ0705 0805ｨｬｨ 0007ｨｰ ｨｺｨ ｨｦ 0701ｨｪ02ｨｺ00ｨｦｨｺ07ｨｰ 050707ｨｰ 07020901010507 08.
0107ｨｦ080504ｨｺ ﾀ ﾀ ﾀ ｨｺｨｰ0807ｨｰ 0608ｨｰ08ｨｪｨｰ
0107ｨｦ08080805 01 09 0703 0207000305 0100 ﾀ060305 00 0201 ﾀ03 0707 09070707 ﾀ 05 罍 0201 ﾀ010707 ﾀ 07ｨｨｨｰ0807ｨｰ 0704ｨｰ08ｨｬｨｰ 00
土木学会構造工学論文集(2011.3)
Vol.57A (11 3 ) RC Consecutve falling-weight impact test of large-scale RC girders under specified total input-impact energy * ** *** **** ***** Norimitsu Kishi, Hisashi Konno, Satoru Yamaguchi, Hiroshi
土木工事共通仕様書（その２）
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 22 578 582 27 4 5 6 567 7 21 8 9 (9), 10 11 12 13 14 (1) (2) 16 532 35 15 (3) (4) (1) (1) 16 (4) () () () 17 () 18 170 19 20 21 10 22 23 24 25 26 27
ISO WTO ISO EU EU CEN ISO 10 12 i ii 1.... 1 1.1... 1 1.2... 2 2.... 3 2.1... 3 2.2... 7 2.3... 8 2.4... 8 3.... 11 3.1... 11 3.2... 13 3.3... 14 3.4... 15 4.... 18 4.1... 18 4.2... 26 5.... 27... 28...
131 71 71 7. 1 71 7 356.318 16% 14% 21% 19% 11% 15% 4% 1 71 7 1 7 273.475 15% 13% 21% 18% 13% 17% 4% 293.771 15% 12% 21% 19% 11% 18% 5% 1 71 71 7 2.00
131 7 2. 1 71 71 7 ｨC 1 71 71 7 ｨC 1 71 7 1 71 71 7 1 71 71 7 1 1 71 7 1 71 71 7 ｨC 1 71 7 (NUTS II) 1 71 71 7 1 7 1 71 7 1 71 71 7 1 71 7 1 71 71 7 (1 7 1 71 71 7 1 7) 1 71 7 0-14 15-24 25-39 40-54 55-64
ベイヒバ製材品の強度性能 (Strength of yellow cypress lumber)
(Bulletin of FFPRI) Vol.9 No.3 (No.416) 125-148 September 2010 研究資料 (Research material) ベイヒバ製材品の強度性能 曲げ 縦圧縮 縦引張り せん断 めり込み 1)* 1) 1) Strength of yellow cypress lumber - Bending strength, compressive strength
baka.qxd
57 070109ｨｬｨ 0007ｨｺｨｦｨｮｨｮ0409ｨｹ0102ｨｬｨ : 00ｨｪｨ 090807ｨｮ ﾂｨｹｨｬ02ｨｪ07 Y05ｨｦｨｺｨｹ 00ｨｦｨ 09ｨｪ00ｨｦｨｮ02ｨｦｨｮｨｬｨｦｨｺ06ｨｰ 08ｨ 00ｨ ｨｮｨｺ020106ｨｰ 09. 0004090809 040705ｨｦ00ｨｦｨｺｨｹｨｰ 0004 ﾂｨ ｨｪｨｦｨｺｨｹｨｰ, 000704ｨｨｨｹｨｰ 03.00.04.
05'2011.vp
13 1304ｨｮ08ｨｪｨ 05 ｨｨ0401ｨ 02ｨｰ0907 09 1992 00. 0004010601ｨｨｨｰ 12 08ｨ 04 09 000601 01ｨ ｨｮ ﾂｨｪ06-ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺｨｨｨｦ 03ｨｮ08ｨｪｨ 05 020202 ｰ060401ｨ ｨｰ0205ｨｹ09ｨｰ0906 ｰ030603ｨｪｨ ｨｮｨｺｨ ｱ The Journal of the
1 1 2 2 2.1 4 2.2 4 2.3 5 3 MFP 3.1 MFP 7 3.2 MFP 9 3.3 MFP 10 3.4 11 3.5 13 4 4.1 16 4.2 17 5 5.1 20 5.2 20 5.3 22 6 6.1 35 6.2 35 6.3 35
1 1 2 2 2.1 4 2.2 4 2.3 5 3 MFP 3.1 MFP 7 3.2 MFP 9 3.3 MFP 10 3.4 11 3.5 13 4 4.1 16 4.2 17 5 5.1 20 5.2 20 5.3 22 6 6.1 35 6.2 35 6.3 35 () () () () () () () () () () () () () () () () () () () () ()
Table 1 Type of polymeric coating materials Fig. 2 Results of suppressive effects of polymeric coating materials on the progress of neutralization of concrete. Table 2 Evaluation of the suppressive effects
Umgeleitetes Druckdokument von Remotedesktop
130905010303 000502030306 05070500 020305 ﾀ020203050205000702010202 罍 03010307 040303 070700010305 ﾀ02020305020500070201 0803 縺07 01 0302 ｨｬ08 0007000303 0203$050700 020307 030601 09030302050006
Effect of Autofrettage on Fatigue Crack Growth Rate for High Pressure Reactors For high pressure reactor vessels such as for polyethylene production,
Effect of Autofrettage on Fatigue Crack Growth Rate for High Pressure Reactors For high pressure reactor vessels such as for polyethylene production, autof rettage is used extensively to have the fatigue
Densely populated wooden house areas are designated by Tokyo Metropolitan Government (from No.1 to No.28) Tokyo business district i (financial distric
2017/07/13 US-Japan workshop (2018) E-Defense Test Plan Takuya Nagae 2006-2014 2014 E-Defense 2014-2017 2017 Nagoya University Densely populated wooden house areas are designated by Tokyo Metropolitan
alex-ikon.qxd
19 00050200 ﾂ07ｨｰ 050508ｨ ｨｪｨｮ04ｨｰ ｨｺｨ ｨｦ 030607ｨｦｨｺ07ｨｪｨｹｨｬ04ｨｮ04 03ｨｪ06090002ｨｦｨ ｨｰ ｨ 08ｨｹ 090609040002ｨｰ 0802ｨｪ0009ｨｦｨｺ07ｨｰ 060609ｨｬｨ ｨｪｨｮ04ｨｰ 09090302090102050307 04. 0307080301030003040309090307 08ｨ
13 ｨｲ ｨｪ ｨｲ ｨｲ ｨｪ 03 ｨｪ ｨｹ 03 ｨｹ 03 ｨｹ ｨｹ ｨｪ ｨｪ ｨｪ ｨｪ ｨｪ ｨｹ ｨｪ ｨｪ 00 ｨｲ ｨｪ ｨｹ ｨｲ ｨｪ ｨｹ ｨｪ 00 ｨｪ ｨｲ ｨｪ ｨｲ ｨｹ ｨｲ ｨｲ ｨｪ ｨｲ 00
13 ｨｹ ｨｪ ｨｽ ｨｪ ｨｹ ｨｪ ｨｹ 07 07 07 07 07 05 07 09 07 00 09 ｨｹ ｨｹ ｨｹ ｨｹ ｨｪ ｨｹ 05 ｨｲ 03 ｨｪｨｪ ｨｪ ｨｲ ｨｲ ｨｪ 03 03 ｨｪ 03 ｨｪ ｨｪ 03 ｨｪ 03 ｨｪ ｨｪ ｨｹ ｨｹ 00 05 13 ｨｲ ｨｪ ｨｲ ｨｲ ｨｪ 03 ｨｪ ｨｹ 03 ｨｹ 03 ｨｹ 03 07 03 ｨｹ ｨｪ ｨｪ
206“ƒŁ\”ƒ-fl_“H„¤‰ZŁñ
51 206 51 63 2007 GIS 51 1 60 52 2 60 1 52 3 61 2 52 61 3 58 61 4 58 Summary 63 60 20022005 2004 40km 7,10025 2002 2005 19 3 19 GIS 2005GIS 2006 2002 2004 GIS 52 2062007 1 2004 GIS Fig.1 GIS ESRIArcView
12MR-R92128VH-102
13Declaration of Conformity We, Manufacturer/Importer (full address) G.B.T. Technology Tr01ding GMbH Ausschlager Weg 41, 1F, 20537 Hamburg, Germany declare that the product ( description of the apparatus,
平成13年度事業報告
14 14 4 1 15 3 31 14 1 14 1 2 5 3 14 7 4 13 4.1 13 4.1.1 15 13 4.1.2 21 4.1.3 24 4.2 29 4.2.1 14 29 29 32 4.2.2 15 35 35 ( ) 36 5 ISOTC130 38 6 46 7 47 8 49 9 51 10 53 14 14 14 5 27 16 00 5 1 13 2 14 3
S-6.indd
Structural Health Monitoring with Fiber Optic Deformation Sensor ( SOFO ) SOFO SOFO ( SOFO V ) ( SOFO Dynamic ) 2 SOFO The fiber optic deformation sensor, SOFO, has excellent characteristics such as ease
1/3 (b) (D)=330330(mm) M/(QD)=2.0 6 (F c )80 N/mm 2 120N/mm 2 F c RC 16- D22(SD490)16-D19(USD685) (PCa) 16 4 PC -RB6.2(SBPD p w =0.73% C
* * Structural Performance on Reinforced Concrete and Precast Concrete Columns Using Ultra High Strength Materials by Toshio MATSUMOTO and Hiroshi NISHIHARA Abstract In this experimental study, in order
NO- 3 (2010)
1301060403010204020205080203 0209040805020008010603 05ｨ 080200ｨｨ09ｨｰ08ｨｨ080609ｨ ｨｪ 0802010208ｨ 05ｨｹｨｪ06ｨｦ 0905ｨｮ03ｨ 06ｨｦ 0706 ｨｪｨ 01040608ｨｮ 09 0900020802 09090704ｨｨ, ｨｨｨｪ000608ｨｬｨ 02ｨｨ06ｨｪｨｪ0401 ｨｰ0201ｨｪ06050600ｨｨｨｦ
Fig. 1 Structure of a Sebaceous Follicle (Ref.1).
Importance and Countermeasures for Sebum Control in Application of Makeup Cosmetics Koichi NOMURA POLA Chemical Industries, Inc., R&D Planning Department 27-1, Takashimadai, Kanagawa-ku, Yokohama 221-0833,
特-7.indd
Mechanical Properties and Weldability of Turbine Impeller Materials for High Temperature Exhaust Gas Turbocharger 1 000 1 050 246 IN100 The increase in environmental awareness in recent years has led to
75 unit: mm Fig. Structure of model three-phase stacked transformer cores (a) Alternate-lap joint (b) Step-lap joint 3 4)
3 * 35 (3), 7 Analysis of Local Magnetic Properties and Acoustic Noise in Three-Phase Stacked Transformer Core Model Masayoshi Ishida Kenichi Sadahiro Seiji Okabe 3.7 T 5 Hz..4 3 Synopsis: Methods of local
ユーザーズマニュアル
1 2 3 4 This product (including software) is designed under Japanese domestic specifications and does not conform to overseas standards. NEC *1 will not be held responsible for any consequences resulting
korum2007_1-2.pdf
130603ｨｰ 07 ﾁ 03030603000703 060808ｨｦ 0905020907 09 ﾀ030307 ﾁ 0905010303050300060305 ﾁ 07
9U0564RU_cover
6ﾒ09 0070apple090606ｦ000090ｹ0000600906 0000006 5090907apple 00807000 ﾖ0909 陦ｯ ｰ0 ｨC00076 507 0606 507 080700009076 56ｦ00000 ｦ 0006 ﾖ080 6ﾒ09 0070apple090606ｦ000090ｹ0000600906 0000006 5090907apple LCRR
KaKuShiN_Case_Report_Vol.01
www.bostonscientific.jp/kakushin EduCAS Report 人工心臓を用いたFilterWire EZ 捕捉性能の映像化 早稲田大学 理工学術院総合機械工学科 先端生命医科学センター TWIns 梅津 光生 先生 TWIns 1 Fig.1Boston ScientificFilterWire EZ in vitro debrisfilterwire EZ debris
磁気測定によるオーステンパ ダクタイル鋳鉄の残留オーステナイト定量
33 Non-destructive Measurement of Retained Austenite Content in Austempered Ductile Iron Yoshio Kato, Sen-ichi Yamada, Takayuki Kato, Takeshi Uno Austempered Ductile Iron (ADI) 100kg/mm 2 10 ADI 10 X ADI
JAB GR300:2014 ISO 14065:2013 JAB GR300: /
JAB GR300:2014 ISO 14065:2013 JAB GR300:2014 2 2014 12 25 1 2010 7 1 2010-07-01-1/51-2 2014-12-25 International Accreditation Forum, Inc. Page 2 of 51 International Accreditation Forum Inc. IAF IAF Mandatory
PowerPoint プレゼンテーション
JIS 原案作成のための手引改訂について ( 規格調整分科会機能向上グループによる検討結果より ) 一般財団法人日本規格協会規格開発ユニット規格管理グループ標準チーム野田孝彰 2016 改訂の主なポイント 国際規格を基礎として作成した JIS 原案作成において 混乱が生じていた次の 2 点について方針を示した 1 引用規格の記載方法 (28 ページ ) 2 参考文献の記載方法 (36 ページ ~)
System to Diagnosis Concrete Deterioration with Spectroscopic Analysis IHI IHI IHI The most popular method for inspecting concrete structures for dete
System to Diagnosis Concrete Deterioration with Spectroscopic Analysis IHI IHI IHI The most popular method for inspecting concrete structures for deterioration ( for example, due to chloride attack ) is
March 8, 2011 March 8,
March 8, 2011 March 8, 2011 2 March 8, 2011 3 March 8, 2011 4 4 5 March 8, 2011 March 8, 2011 2009 NCTC Report on Terrorism NCTC National Counterterrorism Center 6 2009 NCTC Report on Terrorism March 8,
02 2002 02 292,87300 0231 0049.102 40 10 30 80 2008 2010 80 02 12 03 50 93 51 02 40 02 8.27 02 27 0212 2.16 32 1116 Heinz02 03 02 919901 9398 02 0310 16 0 3 5,354 1,330 70 51.2 70 36.9 45.841.8 99 76.9
ÐÔ pmd
13000601060506030405060002 0209040805020008010608 06 0108070806 07080408060104 0908040508020005080607 010800060201080905010407 0303020801020106 ﾁ0305080607 0701060003040506060306 0600030106 01.05.050802000204020204
13ｨｬ06ｨｬ02ｨｪｨｰ 06ｨｺ06ｨｪ ﾂｨ ｨｪｨｨ 09ｨｮ03ｨｺｨｨ ｨ ｨｰ 06ｨ ﾂｨｨｨｰｨｹ 09ｨ ｨｪｨｨｨｰｨ 08ｨｪｨｮ06 ｨ 0607ｨ 09ｨｪ0609ｨｰｨｹ ｨｨ ｨｺｨ ﾂ09
1006070080808 0808000608 (19) RU (11) 2 618 (13) C2 (1) 0008 7 A 23 B 4/00, 4/044, A 23 L 1/317 08080900808 009070908 02 060609090806070809007 0090060000606, 0806060800 06 06000800 008080800 (12) 060080603
橡
CO2 Laser Treatment of Tinea Pedis Masahiro UEDA:,' Kiyotaka KITAMURA** and Yukihiro GOKOH*** Table I Specifications 1. Kind of Laser 2. Wavelength of Lasers. Power of Laser. Radiation Mode. Pulse Duration.
() () () () () 175 () Tel Fax
JPCA-PE04-02-01-02-01S JPCA PE04-02-01-02-01S 2005 () () () () () 175 () 167-0042 3122 2 Tel 03-5310-2020Fax 03-5310-2021e-mailstd@jpca.org Detail Specification for PT Optical Module 1 PT PT 12 Optoelectronic
High-reliability metal powder products for high technology applications To create innovative materials that will help build the industrial foundation
Metal Powders and Powder Metallurgy Products SANYO SPECIAL STEEL - the Confident Choice SANYO SPECIAL STEEL High-reliability metal powder products for high technology applications To create innovative
Sred.veka 68(4)
13ｨｦ03000005ｨｪ05ｨｦ ｨ 05000205ｨｪｨｲ: 05ｨｦ05050005ｨｪ0502, 02ｨｦ0402ｨｺ07ｨ ｨ, 0104ｨｹ050004ｨ ｨｹ * 05.02. 056ｦ0060ｸ9030900 ｨｦ0504ｨｦ05040100 ｨｴｨｪ02ｨｨ01 ｨｪｨｺ02040506ｨｦｨｺ020209ｨ ｨ ｨｨｨｦ00ｨ ｨｪｨ ｨｮ000501ｨ 07 05ｨｪｨｺｨｬ01ｨｪｨｬｨｺ
Effect of wood species on particleboard properties
1rchive of SID 1511810191911 17181914 ｨC 161212111214 12151614161912 17181219 141210 12 17191818 1914191910 141817 1226 1219191911 121 1151511 1258-71 (190) 19119 15121011 14121014 1019 1612191 151410141714