VPMBAA+ArialMT Adobe Identity 0
|
|
|
- こうじ いくのや
- 9 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 TEXNIKH HELLENIC TECHNICAL SPECIFICATION External wall insulation systems with expanded polystyrene (EPS) boards and fibre mesh reinforced synthetic coatings : ,
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) T :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) : () ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ｭ ( ) 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) :
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) : ,. ( - ). 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) : , , () ,,,..,, Thermal insulation of terraces -- - Thermal insulation of external walls -- EN Fire classification of construction products and building elements. ｨC Part 1: Classification using test data from reaction to fire tests : EN EN 863 EN 388 EN 397 EN ISO Thermal performance of buildings. Qualitative detection of thermal irregularities in building envelopes. Infrared method Health - Safety and Environmental Protection requirements for demolition works Protective clothing - Mechanical properties - Test method: Puncture resistance : Protective gloves against mechanical risks. -- Industrial safety helmets. -- Personal protective equipment - Safety footwear - Amendment
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) : , (, ), / (),,. ().,, /, ( ). (,,,,.). ( )... 1 m2k/w, ()., , (, ), ( ),,,,, / ( 2 2) 8
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 :,.,,...,, , 1 m 2 K/W ( 5 1 3) ( ), 145 gr/m 2, ETAG ( 4 1 3) 2-5 mm ()- ( 6 1 3) ( 7 1 3) 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) : (-),.,., ( 2 DIN 4102). 2. () mm ( 8 9 3) ,,,, 1 mm. 8/18 0,4 mm. 1 mm , , 0,5 mm. 8/18 0,4 mm... 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) : :.. (.. ). ( ) ETAG 004. H (essential requirements) EEC/89/ , (), ( ),., ( ) ( E ) ) ( ) ( ). 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) : ( ). ) ( ). :.,, 7,5 gr/m3.,. ), 4.3. ),,..,,. ).,,. 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) : ,.,,,, ( 1). 1-,. ( ),,,,. () ,,, ),,,. : 1.,, -,, -., :,,,. 2., (, ), (, ). 3.. ) , 13
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) : , ( - ).., ( ), , , ().. CE () ETAG ETAG. (. 9451/208, EEC/89/106, Guidance Papers D, J EEC 89/106). CE (Designation Code). CE. ( Designation Code ( ) ). (ETA). ETAG , (). ( ｨC ). 14
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) : ,, ( ) ,, G ( AG 004),, ETAG 004. G: m 2 K/W ( ETAG 004) ｯ (). 0,02 m 2 K/W. : x = xp. n xp, n, m ( ) ETAG : 1 ( ) e 50m
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) : e ( ) ETAG ETAG 004. : ,,,,. 1. ETAG ETAG 004. ETAG ETAG ( ETAG 004) ETAG
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) : ETAG 004, :, ETAG ｯ : 20%..d N/mm,, d,. 10 m. 120 mm., ETAG 004 0,2 mm ETAG 004 / U ( ), L ETAG ETAG ( ETAG 004) ETAG
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) : CE Euroclass E : ) ｯ.,,. ).. ｯ,.,,, ｨC ).. ), ｯ.,,.,. : 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 ｯ ( ) PVC,, 5 mm ( 3). ).., :.. 60 mm ｨC ) ｨC ( ) ( > 200 gr/m 2 ) ( ). 3., ( ｯ ). > 300 /mm. (,, ),. ) ) ｨC. 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) : ( 21) ) ) : 1. 0,5 1 mm () ｨC. 2. (,, ) ) : 1. 0, mm 0,5. 2., 0,
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) : , 0,5 cm 20 cm, 1 cm., o. H (+/- 1 )... ),,....., AG ｨC. ).....,,, ,.,,.,.,.. 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) : ｯ, :,, (,, ) ｯ, CE , 5-30 C.,..
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) : C ,, : ) ) ) ), () :,, ,,,, ( 37 39) , 50/50 cm, ,. 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) : ,,,,,, ( ),, ( ), 30 cm 5 cm. ( 19) ( 25 cm) 8 cm,,,. 2 3 mm ( 15). ( 15).,, ,., 300, : ( 5 10 ).. 24
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) : ( 15), ( ) ( 16,23,29), () cm ( 15) 5.3.5,, ( 24,37 39) 5 3 mm ( ) mm, ( 9) 2 mm,,,. 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) : PVC mm, 30 cm. 5 cm., 50 mm ,.,,.. 5.6,... 30/30 cm, ｯ ( 13). ( ). 26
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) : ( ). ( )., ,. 10 cm ( 14). 17,18, ,26 29, ｯ ( 7)., , 10 cm m.,,. 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) : , :.,. 5.8 ( ) (24 ), 5.9 ( ) ( ),, () : 3 kg/m 2 2. : 3 kg/m ,10 m 2 4. ( ): 150 gr 300 gr/m 2 5. : 3 kg/m mm 2 m. 6.2, ETAG
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) :2009 EN (,,,.). (perfotest) ETAG ｨC , / /1996 " 92/57" ( 212// ) (): 1 ｨC EN 863 EN 388 EN 397 EN ISO ,,. 29
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) : ｯ.,,...,,,,,., :.,..,, ( ). 30
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 () A.1,
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) : , ,5% 3.. T (). 4. (2-5 mm) (primer) 4 7 ( ) ,, ,.,, : - 6,, ,,. ｯ. -,,.. -,.. 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) : ,,,, ( 6 10 mm), 2 cm, 1 cm. 40% 2 3 cm,.,, 5m,. 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) : (1250 x 600 mm (1000 x 600 mm. () 12 2cm ( ). ( cm...,. ( ). 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) : ,. d= 2 3 mm., ｯ t>10cm., 30/30 cm ( 15) : 0,5mm 0,4mm 16.5 ( 23,29) 35
36 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) : /30 18,
37 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) : , / (.. )
38 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) : (. 16) mm ,.
39 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) : ( ) , 28 -,. 39
40 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) : ( ) 29 (. 16) 40
41 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) : ,,,.. D < 0,5m d < 20 mm
42 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) : ,. de 25 mm ｨC < 28 m r 50 mm ｨC > 28 m r 100 mm 30/30. 42
43 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) : ( ) de 25 mm ｨC < 28 m r 50 mm ｨC > 28 m r 100 mm. CLIPS cm.,.. de 25 mm ｨC < 28 m, r 50 mm ｨC > 28 m, r 100 mm CLIPS 29,.,. ( ). 30/
44 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) : , 37 37, -.,....,. ( ),.,. 30/30. 44
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) :
46 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 822 Thermal insulating products for building applications - Determination of length and width Thermal insulating products for building applications - Determination of thickness - - EN 824 Thermal insulating products for building applications - Determination of squareness - - EN 825 Thermal insulating products for building applications. Determination of flatness Thermal insulating products for building applications - Determination of compression behaviour - - EN 1602 Thermal insulating products for building applications - Determination of the apparent density - - EN 1603 Thermal insulating products for building applications - Determination of dimensional stability under constant normal laboratory conditions (23 紊/50 % relative humidity) - - (23 紊/50% ) EN 1604 Thermal insulating products for building applications - Determination of dimensional stability under specified temperature and humidity conditions - - EN 1607 Thermal insulating products for building applications. Determination of tensile strength perpendicular to faces -- - EN 1609 Thermal insulating products for building applications. Determination of dimensional short term water absorption by partial immersion -- - EN ISO Polymeric materials, cellular flexible. Determination of stress-strain characteristic in compression. Low-density materials : EN ISO Polymeric materials, cellular flexible. Determination of stress-strain characteristic in compression. High-density materials : EN ISO 6946/A1 Building components and building elements -- Thermal resistance and thermal transmittance -- Calculation method
47 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 ISO 7892 Vertical building elements -- Impact resistance tests -- Impact bodies and general test procedures EN ISO 8990 Thermal insulation. Determination of steady-state thermal transmission properties. Calibrated and guarded hot box -- -, - EN ISO 9932 Methods for determination of water vapour transmission rate of sheet materials (paper and board) by dynamic sweep and static gas methods -- - EN ISO Thermal bridges in building construction. Heat flows and surface temperatures. General calculation methods : EN Thermal insulating products for building applications. Determination of water vapour transmission properties -- - EN Thermal insulating products for building applications - Determination of shear behaviour - - EN Building materials and products. Hygrothermal properties. Tabulated design values EN Thermal performance of building materials and products. Determination of thermal resistance by means of guarded hot plate and heat flow meter methods. Products of high and medium thermal resistance EN Thermal performance of building materials and products. Determination of thermal resistance by means of guarded hot plate and heat flow meter methods. Thick products of high and medium thermal resistance EN E2 Thermal insulation products for buildings - Factory made mineral wool (MW) products ｨC Specification - - (MW) - EN E2 Thermal insulation products for buildings - Factory made products of expanded polystyrene (EPS) ｨC Specification - - (EPS) - EN E2 Thermal insulation products for buildings - Factory made products of extruded polystyrene foam (XPS) ｨC Specification - - (PS) ( 362 ) 92/57/ ( 17/96, 159/99.) 47
48 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) : EEC 89/106 Constructions Product Directive GUIDANCE PAPER J Transitional Arrangements under the construction Products Directive GUIDANCE PAPER D CE Marking under the Constructions Product Directive 9451/208, 815/ /2008, 89/19 KENAK 3661/ /19 92/57/.. 17/ /99 (ETAG No , European Technical Approval Guideline AGREMENT TECHNIQUE EUROPEEN). EUROPEAN UNION OF AGREMENT CAHIER No 2289/1988 CENTRE SCIENTIFIQUE ET TECHNIQUE DU BATIMENT (CSTB). ｨC. CAHIERS CSTB No 3035/1998. PVC. CAHIERS CSTB No 2866/1996. G.FLEURY B.ABRAHAM. CSTB ｨC II CAHIERS CSTB No 2929/1996. : (LE MURS MANTEAU:SYNTHESE DES REGLES ET CODES) CAHIERS CSTB No 2719/
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
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
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
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
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
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
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
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
スライド 1
WEEE RoHS Supply Chain Management 10.29 1 2 3 4 WEEE WEEE RoHS RoHS TAC TAC Official Journal ( Official Journal ( 2003 2003 2 13 13 WEEE WEEE 9 2003 2003 12 12 31 31 RoHS RoHS 2004 2004 7 5 TAC TAC Work
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
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
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
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
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
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
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
Safety Performance of Steel Deck Plate (Flat Decks) Used for Concrete Slab Moulding CONTENTS 1. Introduction ---------------------------------------------------------------- (2) 2. Flat Decks ------------------------------------------------------------------
第122号(A4、E)(4C)/3 宇野ほか
trans Development of high performance heat resistant transparent polyimides based on trans-,,, -cyclopentanetetracarboxylic dianhydride Takaaki Uno Takashi Okada Igor Rozhanskii Toshimitsu Kikuchi Kohei
*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
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
医療機器指令 93/42/EEC の概要(第2版)
93/42/EEC ( 2 ) e 2013 10 2 1 2 1.1.............. 2 1.2...... 2 2 2 2.1....... 3 2.2... 3 2.3......... 3 3 3 3.1...... 3 3.1.1............ 4 3.1.2.......... 4 3.2.............. 5 3.2.1......... 5 3.2.2.............
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
* * 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
untitled
1. JWWA K 144PTC K 3 2. JWWA B 12 JWWA G 112 JWWA G 113 JWWA G 114 JWWA G 116 JWWA H 12 JWWA K 144 JWWA Z 13 JIS B 1 JIS B 216 JIS B 217 JIS B 218 JIS B 21 JIS B 241 JIS B 752 JIS B 757 JIS B 7512 JIS
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............
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,
20 12,, 59 q r 2 2.1 Fig.2 [3] Fig.3 1cm Fig.2 Schematic of experimental apparatus for measuring interfacial thermal resistance. Fig.3 Surface morphol
![20 12,, 59 q r 2 2.1 Fig.2 [3] Fig.3 1cm Fig.2 Schematic of experimental apparatus for measuring interfacial thermal resistance. Fig.3 Surface morphol](/thumbs/41/22737228.jpg "20 12,, 59 q r 2 2.1 Fig.2 [3] Fig.3 1cm Fig.2 Schematic of experimental apparatus for measuring interfacial thermal resistance. Fig.3 Surface morphol")
58 *1, *1, * 2 Mechanism of Heat Transfer through Mold Flux in Continuous Casting Mold By Hiroyuki Shibata, Shin-ya Kitamura and Hiromichi Ohta 1 K.C.Mills and A.B.Fox [1] [2] Fig.1 q c q r q t q t = q
No.19 社団法人
No.19 社団法人 . 1. 2 117 2 21718 4 317 5 415 6 5 8. 10. 22. 24. 25. 31. 32. 34 http://www.japan-anchor.or.jp jaa180201 35 7 2,773 4 1 http://www.japan-anchor.or.jp 1 171710151300 1500 9 623 21735 1130 17
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
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
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
SAMPLE TECHNICAL DOCUMENTATION Product Name: SAFETY PRODUCT Model: FSS Day Month, Year Place: Yokohama Japan Date; Day Month, Year Prepared by; Type n
(1) 技術文書 (TD) とは? 技術文書 1. Technical Documentation の略で " 技術文書 " の意味です 2. CE マーキングの EU 各指令に適合し その宣言 (DoC: Declaration of Conformity) を行い 対象製品に "CE" マークを表示して適合宣言した根拠となる技術的な内容を記載した文書です (2) 何のために必要か? 1. CE
xEffect_SG_MV_Part2_E_xEffect_SG_MV_E
Miniature Circuit Breakers FAZ-NA, FAZ-RT, FAZ-DU SG56912 FAZ-NA/-RT/-DU According to UL 489, CSA C22.2 No. 5 and also IEC 60947-2 standard For Applications, wich are permitted for UL 1077 or CSA C22.2
pc725v0nszxf_j
PC725NSZXF PC725NSZXF PC725NSZXF PC725 DE file PC725 Date Jun. 3. 25 SHARP Corporation PC725NSZXF 2 6 5 2 3 4 Anode Cathode NC Emitter 3 4 5 Collector 6 Base PC725NSZXF PC725YSZXF.6 ±.2.2 ±.3 SHARP "S"
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
Influence of Material and Thickness of the Specimen to Stress Separation of an Infrared Stress Image Kenji MACHIDA The thickness dependency of the temperature image obtained by an infrared thermography
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 ~)
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
The EMC Directives - Guide for 89/336/EEC and 2004/108/EC
EMC 89/336/EEC 2004/108/EC ( 2 ) EMC 2007 3 1 1 1.1 EMC............ 1 1.1.1......... 1 1.1.2........ 2 1.2................... 2 1.2.1.......... 2 1.2.2.......... 2 1.2.3......... 2 1.2.4............. 2
0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2
24 11 10 24 12 10 30 1 0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2 23% 29% 71% 67% 6% 4% n=1525 n=1137 6% +6% -4% -2% 21% 30% 5% 35% 6% 6% 11% 40% 37% 36 172 166 371 213 226 177 54 382 704 216
10 117 5 1 121841 4 15 12 7 27 12 6 31856 8 21 1983-2 - 321899 12 21656 2 45 9 2 131816 4 91812 11 20 1887 461971 11 3 2 161703 11 13 98 3 16201700-3 - 2 35 6 7 8 9 12 13 12 481973 12 2 571982 161703 11
Size Effect of Biomass on Carbonization Rate Treated in Superheated Steam Combined with Far Infrared Heating Akiko ISA Yoshio HAGURA and Kanichi Kit Graduate School of Biosphere Science, Hiroshima University,
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
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
Huawei G6-L22 QSG-V100R001_02
G6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 17 4 5 18 UI 100% 8:08 19 100% 8:08 20 100% 8:08 21 100% 8:08 22 100% 8:08 ********** 23 100% 8:08 Happy birthday! 24 S S 25 100% 8:08 26 http://consumer.huawei.com/jp/
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.
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
Tornado Series selection SW TiCN HSS Co FAX VL PM
Metal Band Saw Blades Tornado Series selection SW TiCN HSS Co FAX VL PM Selection Chart Selection Chart Solids 3 Selection Teeth 4 note 1) Structurals, Tubing H section steels Light gauge steels Tube Products
MKS-05 "TERRA-Pプラス 日本語訳取扱説明書
MKS-05 "TERRA-P+" BICT.412129.021 KE Sparing-Vist Center Sparing-Vist Center ECOTEST (+38 032) 242-15-15 (+38 032) 242-20-15 [email protected] 18 ( ) 2 1. 3 2. 3 3. 4 4. 4 5. 6 6. 7 7. 11 8. 11 9. 11 10.
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
no15
Development of High Performance Catalyst Temperature Sensor for NOx Catalyst Control Atsushi KURANO Kaoru KUZUOKA Sotoo TAKAHASHI Itsuhei OGATA In order to meet each countrys low emission vehicle regulations
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
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
() () () () () 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 [email protected] Detail Specification for PT Optical Module 1 PT PT 12 Optoelectronic
EU RMap
20 3 1. 1.1 1 1.2 1 1.3 2 2. 2.1 4 2.2 4 2.3 5 3. 3.1 6 3.2 EU 6 3.3 7 3.4 7 4. 4.1 8 4.2 8 4.3 8 5. 5.1 11 5.2 12 18 35 RMap 52 82 84 1 1.1. 1.2 (1) (2) 2 (3) 1.3 3 4 2. R-Map 2.1 EU ISO/IEC 51 EU 2.2
製品ガイド.indd
PRODUCT GUIDE ISO Test Method http://www.umgabs.co.jp/ Item Contents Company Profi le List of Trademarks Line-Up & Application Line-Up by Performance Typical Properties & Processing Condition Index This
cms.pdf
RoHS compliant INTERNAL STRUTURE FEATURES Part name over Slider Housing Slider contact Fixed contact Terminal pin lick spring Ground terminal Material Steel (SP), Tin-plated Polyamide opper alloy, Gold-plated
「諸雑公文書」整理の中間報告
30 10 3 from to 10 from to ( ) ( ) 20 20 20 20 20 35 8 39 11 41 10 41 9 41 7 43 13 41 11 42 7 42 11 41 7 42 10 4 4 8 4 30 10 ( ) ( ) 17 23 5 11 5 8 8 11 11 13 14 15 16 17 121 767 1,225 2.9 18.7 29.8 3.9
Development of Induction and Exhaust Systems for Third-Era Honda Formula One Engines Induction and exhaust systems determine the amount of air intake
Development of Induction and Exhaust Systems for Third-Era Honda Formula One Engines Induction and exhaust systems determine the amount of air intake supplied to the engine, and as such are critical elements
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
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
日本産業機械工業規格 JIMS K-1002:2015 ゴム及びプラスチック機械 - 竪型射出成形機 - 安全通則 ( 追補 1) for Rubber and Plastics Machinery Vertical Injection Moulding Machines Safety Requir
日本産業機械工業規格 JIMS K-1002:2015 ゴム及びプラスチック機械 - 竪型射出成形機 - 安全通則 ( 追補 1) for Rubber and Plastics Machinery Vertical Injection Moulding Machines Safety Requirements (Amendment 1) この追補は, 一般社団法人日本産業機械工業会プラスチック機械部会が標準原案を具して日本産業機械
17 Fig.2-1 Relationship between cooling water temperature and steam consumption of booster Source: The new oil and fat technology, Mr. E. Bornardini, Publishing house Technologie, Rome Note: