1、 KSKSKSKSKSKSKSK KSKSKS KSKSK KSKS KSK KS KS M 3550 6 KS M 3550 6:2011 2011 4 19 http:/www.kats.go.krKS M 3550 6:2011 : ( ) ( ) ()SK ( ) : (http:/www.standard.go.kr) ： ：2011 4 19 2011-0094 ： ： ( 02-509-7270) (http:/www.kats.go.kr). 10 5 , . KS M 3550 6:2011 i 1 1 2 1 3 .2 4 .4 4.1 5 4.2 PE 5 4.3 .7
2、4.4 8 5 8 5.1 .8 5.2 PE 8 5.3 PE .8 6 9 7 .9 7.1 9 7.2 9 7.3 10 A( ) 11 B( ) 12 KS M 3550 6:2011 Polyethylene liner tube for renovation of existing potable water piping system 1 , , , . , , , . . 2 . . ( ) . KS B 5202, KS B 5203, KS L 1559, KS M 3408 1, (PE) 1 ： KS M 3408 2, (PE) 2 ： KS M 3514, (PE)
3、 KS M ISO 178, KS M ISO 472, KS M ISO 1133, (MFR) (MVR) KS M ISO 1167, KS M ISO 1183, KS M ISO 1872 2, (PE) 2 ： KS M ISO 3126, KS M ISO 6259 1, 1 ： KS M ISO 9967, KS M 3550 6:2011 2 KS M ISO 9969, KS M ISO 11922 1, 1 ： KS M ISO 13966, KS M ISO 13968, KS Q ISO 3, KWWA a108, KWWA a109, ISO 4440 1, The
4、rmoplastics pipes and fittings-Determination of melt mass flow rate Part 1： Test method ISO 4607, Plastics Methods of exposure to natural weathering ISO/DIS 11295, Guidance on the classification and design of plastics piping systems used for renovation ISO/DIS 11296 1, Plastics piping systems for re
5、novation of underground non-pressure drainage and sewerage networks Part 1： General ISO/DIS 11296 3, Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks Part 3： Lining with close-fit pipes ISO/DIS 11296 4, Plastics piping systems for renovation of underg
6、round non-pressure drainage and sewerage networks Part 4： Lining with cured-in-places pipes ASTM D638, Standard Test method for tensile properties of plastics ASTM D746, Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact ASTM D1505, Standard Test Method for Density
7、 of Plastics by the Density Gradient Technique ASTM D3350, Standard Specification for Polyethylene Plastics Pipe and Fittings Materials ASTM F412, Standard Terminology Relating to Plastic Piping Systems ASTM F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Invers
8、ion and Curing of a Resin Impregnated Tube ASTM F2634, Standard Test Method for Laboratory Testing of Polyethylene (PE) Butt Fusion Joints Using Tensile Impact Method 3 , KS M ISO 472, KS M ISO 11922 1 . (Polyethylene) PE . 3.1 (water pipe) , . , 3.2 (aged water pipe) , , 3.3 (trenchless) KS M 3550
9、6:2011 3 3.4 , . . 3.5 , (water jet) 3.6 , CCTV , , . 3.7 (water leak) , , , , 3.8 (inflow) 3.9 (remaining water) , , . 3.10 (rehabilitation) 3.11 (pipe liner) . 3.12 (formed in place) ( ) KS M 3550 6:2011 4 3.13 (forming period) , , , , . 3.14 PE (PE pipe) . PE . 3.15 (Insertion) 3.16 (fusion joint
10、) PE PE (Butt Fusion), PE , . , 3.17 (deform) (cross sectional area) . - (common u-geometric form) 3.18 (steam shoes) . . 3.19 PE (PE flange) 3.20 PE (PE flange machine) . PE , PE 3.21 PPR (Mobile PPR Plant) 4 KS M 3550 6:2011 5 4.1 PE , PE . 4.2 PE PE . PE , . 4.2.1 . , . 4.2.2 PE . 4.2.3 PE KS M 3
11、408 1 2 . 1 PE (density) ASTM D1505 g/cm20.95 (tensile strength at yield, 50 mm/min) ASTM D638 (Type IV SPEC) MPa 19.6 (elongation at break, 50 mm/min) ASTM D638 (Type IV SPEC) % 600 (flexural modulus) ASTM D3350 MPa 588 (brittleness temperature) ASTM D746 -40 KS M 3550 6:2011 6 2 PE 5.3.1 MPa 1.47
12、KWWA A 109 0.5 KWWA A 109 1 KWWA A 109 mg/L 0.5 KWWA A 109 mg/L 0.5 KWWA A 109 . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWW
13、A A 109 mg/L . KWWA A 109 mg/L . 6 KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L . KWWA A 109 mg/L 0.01 KWWA A 109 mg/L 10 KWWA A 109 mg/L 50 (ABS) KWWA A 109 mg/L . KS
14、 M 3514 , . 5.3.2 % 0.07 ( 0.4 mm ) KS M 3408 /cm23 KS M 3550 6:2011 7 4.2.4 PE 3 . . 3 5 % . PE 3 PE 2 mm . 3 D(mm) at(mm) PE bDe(mm) D150 150 5 148 D200 200 5 198 D300 300 6 298 D400 400 7 397 D500 500 7 497 D600 600 7.5 597 D700 700 8 697 D800 800 10 797 D900 900 11 896 D1000 1 000 12 996 D1100 1
15、 100 13 1 096 D1200 1 200 13 1 196 D1350 1 350 14 1 346 D1400 1 400 15 1 396 D1500 1 500 15 1 496 D1650 1 650 17 1 646 aPE bPE 4.2.5 PE PE A . 4.3 , PE , PE . , , . , KS M 3550 6:2011 8 . 4.4 PE . 5 5.1 4.2.4 3 , KS B 5202 KS B 5203 4 . 5.2 PE 4.2.3 1 2 . 5.3 PE 4.2.3 2 . 5.3.1 a) 3 m , , . 1/283.1
16、DtDd D : 3 (mm) d : (mm) t : 3 (mm) b) PE B.3 PE . c) PE , . . d) . , . , 150 KS M 3550 6:2011 9 . (2010) . , , , . . , , . 5.3.2 PE . PE 10 g . KS L 1559 (100 mL) , (700800) 1 (mg) . 10 g , . , . (700800) , . 100=abacA A : (%) a : (g) b : (g) c : (g) 6 B . 7 7.1 . . . 7.2 , . KS M 3550 6:2011 10 7.
17、3 , , . KS M 3550 6:2011 11 A ( ) A KS . A.1 PE PE 1 . PE . PE . . PE 2 1 . PE . PE . . PE 3 PE .PE . PE . PE . A.2 , CCTV . KS M 3550 6:2011 12 B ( ) . B.1 . B.1.1 a) CCTV , , b) , c) , , d) e) ( , , , , ) f) g) , h) B.1.2 a) , b) , c) d) , , B.1.3 , , . , . a) b) , c) d) e) ( , PC , , , ) . PE PE ( B.1 ). KS M 3550 6:2011 13 PC B.1 B.2 B.2.1 a) , b) B.2.2 CCTV . , PE . B.3 PE B.3.1 . B.3.2 a) . b) . c) PPR , . , 3 ,
