1. metode loading test muara tawar (bpp)
- 1. Pile Load Test Method PILE LOADING TEST METHOD PROPOSED FOR : PLTG MUARA TAWAR PT.BERDIKARI PONDASI PERKASA Foundation and Ground Improvement Specialist Jl. Tubagus Angke 99, Jakarta Barat Phone : 021-5662756-57 Fax: 021-5663058 Email : mahmud.bpp@gmail.com Web:Http:www.ptbppid.com PT BERDIKARI PONDASI PERKASA Page 1
- 2. Pile Load Test Method GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GE I. INTRODUCTION Proposed PLTG Muara Tawar Project located at North Jakarta is going to build in this project. The load test are planned to be conducted at the site. Type of Pile : • Circular hollow pre-stressed concrete pile Dia. 600 mm • Circular hollow pre-stressed concrete pile Dia. 500 mm II. PILE TESTING METHOD 2.1. Static Vertical Compression Load Test The single static vertical compression load test will conduct on site based on 200% of working load with reading procedure presented in Appendix A. The test will conduct by kentledge system, where the applied load on test pile will produce by kentledge load (concrete blocks) connected with beam reaction frame. Load will apply using hydraulic jack controlled by pressure gauge. In order to make sure the load applied with minor eccentricity, on top of every hydraulic jack will provide by spherical bearing plate. The static vertical loading test will be performed based on ASTM D 1143 – 07. The purpose of pile test is to verifying the ultimate axial bearing capacity and settlement under compression test. Four dial gauges were installed to measure the total settlement at pile top under specified test loads, as well as two additional dial gauges to measure the lateral movements for compression test. Two dial gauges will be installed at each reaction pile with accuracy of the dial gauges were +/- 0.01 millimeters. 2.2. Static Vertical Tensile Loading Test The single static vertical tensile load test will conduct on site based on 200% of working load with reading procedure presented in Appendix B. The test will conduct by reaction system, where the applied load on test pile will produce by hydraulic pressure from jack connected with beam reaction frame. Cyclic load will apply using hydraulic jack controlled by pressure gauge. In order to make sure the load applied with minor PT BERDIKARI PONDASI PERKASA Page 2
- 3. Pile Load Test Method eccentricity, on top of every hydraulic jack will provide by spherical bearing. All of equipment used in this pile testing program will provide by contractors and check before pile test begin. The static tension test will conduct base on ASTM D 3689 – 07. Four dial gauges were installed to measure the total movement at pile top under specified test loads. The accuracy of the dial gauges were ± 0.01 millimeters. 2.3. Static Horizontal Load Test The single static horizontal load test will conduct on site based on 200% of working load with reading procedure presented in Appendix C. The test will conduct by pile-to-pile system, where the applied load on test pile will produce by reaction between two pile connected with a follower beam. Cyclic load will apply using hydraulic jack controlled by pressure gauge. In order to make sure the load applied with minor eccentricity, on top of every hydraulic jack will provide by spherical bearing. The static horizontal loading test will conduct base on ASTM D3966-07. The purpose of pile test is to verifying the displacement under lateral test. Two dial gauges were installed to measure the total displacement at each pile top under specified test loads. The accuracy of the dial gauges were ± 0.01 millimeters. Jakarta, 02 June 2017 PT Berdikari Pondasi Perkasa Ir. Mahmud Project Manager PT BERDIKARI PONDASI PERKASA Page 3
- 4. Pile Load Test Method H GEOTEH GE TEST BEAM TEST PILE FRONT VIEW CONCRETE BLOCK 194 PCS @2.45 TON TOTAL WEIGHT = 475 TON FOOTING FRAME CROSS BEAM 500X200X16X10 mm LOAD CELL FIGURE-1 SCHEMATIC OF STATIC COMPRESSION LOAD TEST KENTLEDGE SYSTEMENTLEDGE BY KENTEEOTECH GEOTECH GEOTECH GEOTECH GEOTECH GEOTECHGEOTECH GEOTECH GEOTECH TECH PT BERDIKARI PONDASI PERKASA Page 4
- 5. Pile Load Test Method FIGURE-2 SCHEMATIC OF STATIC VERTICAL TENSION LOAD TESTGEO FIGURE-3 SCHEMATIC OF STATIC HORIZONTAL LOAD TEST PT BERDIKARI PONDASI PERKASA Page 5
- 6. Pile Load Test Method APPENDIX –A READING PROCEDURE AXIAL COMPRESSIVE LOADING TEST 300% Load PT BERDIKARI PONDASI PERKASA Page 6
- 7. Pile Load Test Method STEP CYCLE %OF DESIGN HOLDING TIME LOADING INTERVAL IN MINUTES LOAD 1 0 0 0 2 1 25 "A" 0-10-20-30-40-50-60 (max 2 hours) 3 1 50 1 hour 0-10-20-30-40-50-60 4 1 25 20 minutes 0-10-20 5 2 0 1 hour 0-10-20-30-40-50-60 6 2 50 20 minutes 0-10-20 7 2 75 "A" 0-10-20-30-40-50-60 (max 2 hours) 8 2 100 1 hour 0-10-20-30-40-50-60 9 2 75 20 minutes 0-10-20 10 2 50 20 minutes 0-10-20 11 2 0 1 hour 0-10-20-30-40-50-60 12 3 50 20 minutes 0-10-20 13 3 100 20 minutes 0-10-20 14 3 125 "A" 0-10-20-30-40-50-60 (max 2 hours) 15 3 150 1 hour 0-10-20-30-40-50-60 16 3 125 20 minutes 0-10-20 17 3 100 20 minutes 0-10-20 18 3 50 20 minutes 0-10-20 19 3 0 1 hour 0-10-20-30-40-50-60 20 4 50 20 minutes 0-10-20 21 4 100 20 minutes 0-10-20 22 4 150 20 minutes 0-10-20 23 4 175 "A" 0-10-20-30-40-50-60 (max 2 hours) 24 4 200 1 hour 0-10-20-30-40-50-60 25 4 150 20 minutes 0-10-20 26 4 100 20 minutes 0-10-20 27 4 50 20 minutes 0-10-20 28 4 0 1 hour 0-10-20-30-40-50-60 29 5 50 20 minutes 0-10-20 30 5 100 20 minutes 0-10-20 31 5 150 20 minutes 0-10-20 32 5 200 20 minutes 0-10-20 33 5 225 "A" 0-10-20-30-40-50-60 (max 2 hours) 34 5 250 1 hour 0-10-20-30-40-50-60 35 5 200 20 minutes 0-10-20 36 5 150 20 minutes 0-10-20 37 5 100 20 minutes 0-10-20 38 5 50 20 minutes 0-10-20 39 6 0 1 hour 0-10-20-30-40-50-60 40 6 50 20 minutes 0-10-20 41 6 100 20 minutes 0-10-20 42 6 125 20 minutes 0-10-20 43 6 150 20 minutes 0-10-20 44 6 175 20 minutes 0-10-20 45 6 200 20 minutes 0-10-20 46 6 250 20 minutes 0-10-20 47 6 275 "A" 0-10-20-30-40-50-60 (max 2 hours) 48 6 300 "B" 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. (Max. 24 hour) 49 6 250 1 hour 0-10-20-30-40-50-60 50 6 200 1 hour 0-10-20-30-40-50-60 51 6 150 1 hour 0-10-20-30-40-50-60 52 6 100 1 hour 0-10-20-30-40-50-60 53 6 50 1 hour 0-10-20-30-40-50-60 54 6 0 12 hours 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. NOTE: "A" Load is maintained for 1 hour or until settlement is not greater than 0.25 mm/hr with max 2 hours. "B" Load is maintained for 12 hours or until settlement is not greater than 0.25 mm/hr with max 24 hours PT BERDIKARI PONDASI PERKASA Page 7
- 8. Pile Load Test Method APPENDIX –B READING PROCEDURE STATIC VERTICAL TENSION LOADING TEST 200% Load PT BERDIKARI PONDASI PERKASA Page 8
- 9. Pile Load Test Method STEP CYCLE %OF DESIGN HOLDING TIME LOADING INTERVAL IN MINUTES LOAD 1 0 0 0 0 2 1 25 "A" 0-10-20-30-40-50-60 (max 2 hours) 3 1 50 1 hour 0-10-20-30-40-50-60 4 1 25 20 minutes 0-10-20 5 2 0 1 hour 0-10-20-30-40-50-60 6 2 50 20 minutes 0-10-20 7 2 75 "A" 0-10-20-30-40-50-60 (max 2 hours) 8 2 100 1 hour 0-10-20-30-40-50-60 9 2 75 20 minutes 0-10-20 10 2 50 20 minutes 0-10-20 11 2 0 1 hour 0-10-20-30-40-50-60 12 3 50 20 minutes 0-10-20 13 3 100 20 minutes 0-10-20 14 3 125 "A" 0-10-20-30-40-50-60 (max 2 hours) 15 3 150 1 hour 0-10-20-30-40-50-60 16 3 125 20 minutes 0-10-20 17 3 100 20 minutes 0-10-20 18 3 50 20 minutes 0-10-20 19 3 0 1 hour 0-10-20-30-40-50-60 20 4 50 20 minutes 0-10-20 21 4 100 20 minutes 0-10-20 22 4 150 20 minutes 0-10-20 23 4 175 "A" 0-10-20-30-40-50-60 (max 2 hours) 24 4 200 "B" 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. (Max. 24 hour) 25 4 150 1 hour 0-10-20-30-40-50-60 26 4 100 1 hour 0-10-20-30-40-50-60 27 4 50 1 hour 0-10-20-30-40-50-60 28 4 0 12 hours 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. NOTE: "A" Load is maintained for 1 hour or until settlement is not greater than 0.25 mm/hr with max 2 hours. "B" Load is maintained for 12 hours or until settlement is not greater than 0.25 mm/hr with max 24 hours PT BERDIKARI PONDASI PERKASA Page 9
- 10. Pile Load Test Method APPENDIX –C READING PROCEDURE STATIC HORIZONTAL LOADING TEST PT BERDIKARI PONDASI PERKASA Page 10
- 11. Pile Load Test Method READING PROCEDURE FOR HORIZONTAL TEST STEP CYCLE %OF DESIGN HOLDING LOADING INTERVAL IN MINUTES LOAD TIME 1 0 0 0 0 2 1 25 15 minutes 0-1-2-5-10-15 3 1 50 20 minutes 0-1-2-5-10-15-20 4 1 25 10 minutes 0-1-2-5-10 5 2 0 10 minutes 0-1-2-5-10 6 2 50 10 minutes 0-1-2-5-10 7 2 75 15 minutes 0-1-2-5-10-15 8 2 100 20 minutes 0-1-2-5-10-15-20 9 2 75 10 minutes 0-1-2-5-10 10 3 50 10 minutes 0-1-2-5-10 11 3 0 10 minutes 0-1-2-5-10 12 3 50 10 minutes 0-1-2-5-10 13 3 100 15 minutes 0-1-2-5-10-15 14 3 125 20 minutes 0-1-2-5-10-15-20 15 3 150 10 minutes 0-1-2-5-10 16 4 125 10 minutes 0-1-2-5-10 17 4 100 10 minutes 0-1-2-5-10 18 4 50 10 minutes 0-1-2-5-10 19 4 0 10 minutes 0-1-2-5-10 20 4 50 20 minutes 0-1-2-5-10-15-20 21 4 100 20 minutes 0-1-2-5-10-15-20 22 4 150 20 minutes 0-1-2-5-10-15-20 23 4 175 60 minutes 0-1-2-5-10-15-20-30-40-50-60 24 4 200 60 minutes 0-1-2-5-10-15-20-30-40-50-60 25 4 10 minutes 0-1-2-5-10 26 4 150 10 minutes 0-1-2-5-10 27 4 100 10 minutes 0-1-2-5-10 28 4 50 30 minutes 0-1-2-5-10-15-20-30 PT BERDIKARI PONDASI PERKASA Page 11
- 12. Pile Load Test Method RECORDING FORM PT BERDIKARI PONDASI PERKASA Page 12
- 13. Page : Of Project : No. Pile : Location : Depth : Pile Dia : mm Capacity : Time Interval Ton Kg/cm² Dial 1 Dial 2 Dial 3 Dial 4 Dial x PILE LOAD TEST RECORD - COMPRESSION - Date Time Load ( ………………. ) Lateral Dial y Remark Prepared /Checked By : Reviewed/Acknowledged By : ( ………………. ) Settlement (Test Pile) Average Reviewed/Witnessed : ( ………………. )
- 14. Page : Of Project : No. Pile : Location : Depth : Pile Dia : mm Capacity : Time Interval Ton Kg/cm² Dial 1 Dial 2 Dial 3 Dial 4 Dial x ( ………………. ) ( ………………. ) ( ………………. ) Prepared /Checked By : Reviewed/Witnessed : Reviewed/Acknowledged By : PILE LOAD TEST RECORD -TENSILE - Date Time Load Uplift (Test Pile) Average Lateral Remark Dial y
- 15. Page : Of Project : No. Pile : Location : Depth: Pile Dia : mm Capacity : Time Interval Ton Kg/cm² Dial 1 Dial 2 Reviewed/Witnessed : Reviewed/Acknowledged By : ( ………………. ) ( ………………. )( ………………. ) Prepared /Checked By : PILE LOAD TEST RECORD - HORIZONTAL - Date Time Load Displacement (Test Pile) Average Remark
- 16. Pile Load Test Method DIAL GAUGE SPECIFICATION PT BERDIKARI PONDASI PERKASA Page 13
- 17. 196 DIALINDICATORS 5 M2.5x0.45 16 ø78C BA D ø6.5 9 E 21 Unit: mm Unit: mm ø8 5 M2.5x0.45 16 Ø78C BA D Ø6.5 9 E 21 Ø8 0 -0.009 0 -0.009 Dial Indicators SERIES 3 Mitutoyo's Series 3 dial indicators are recommended for larger gaging distance or those applications where a larger dial face is required for improved dial visibility and readability. They offer excellent accuracy and repeatability over longer measuring distances for operations such as turning and drilling. Dimensions 3109F 3058F ISO/JIS Type ISO/JIS Type Order No. A B C D E 3046F 56 75.5 15.5 21 16.5 3047F 56 75.5 15.5 21 16.5 3109F 56 79 25 15 17 Order No. A B C D E 3050F 49 93 25 29 16.5 3052F 73 104 25 40 17 3058F 82 142 43 60 17 3060F 112 203 73 91 17 3062F 132 243 94 110 17 Note 1: Dimensions of the inch (ANSI/ AGD Type) dial indicator partly differ from those of the metric (ISO/JIS Type) indicator. Note 2: Inch (ANSI/AGD Type) dial indicator is provided with a stem of 3/8" dia. and #4- 48UNF thread mount for the contact point. Note 1: Dimensions of the inch (ANSI/ AGD Type) dial indicator partly differ from those of the metric (ISO/JIS Type) indicator. Note 2: Inch (ANSI/AGD Type) dial indicator is provided with a stem of 3/8" dia. and #4- 48UNF thread mount for the contact point. High Precision Type Reverse Reading Balanced Dial Continuous Dial One Revolution Shockproof Peak Retaining Long Stem Dustproof Low Force Adjustable Hand JeweledCoaxial Revolution Counter Water resistance Doubled Scale SpacingDamper at Lowest Rest Point
- 18. 197 DIALINDICATORS Inch ANSI/AGD Graduation Range Order No. Order No. Range per Dial Accuracy Measuring Remarks Lug-Back Flat-back revolution reading force .001" .125" 3780 — .05" 0-50 ±.001" 1.5N or less 3781 — .05" 0-25-0 ±.001" 1.5N or less .25" 3410 3410B .1" 0-100 ±.001" 1.5N or less 3411 3411B .1" 0-50-0 ±.001" 1.5N or less .4" 3412 3412B .1" 0-100 ±.001" 1.5N or less 3413 3413B .1" 0-50-0 ±.001" 1.5N or less 1" 3416 3416B .1" 0-100 ±.002" 2.0N or less 3417 3417B .1" 0-50-0 ±.002" 2.0N or less 2" 3424-10 3424B-10 .1" 0-100 (100-0) ±.003" 2.5N or less 3" 3426-10 3426B-10 .1" 0-100 (100-0) ±.005" 3.0N or less 4" 3428-10 3428B-10 .1" 0-100 (100-0) ±.005" 4.0N or less .0005" .075" 3570 — .03" 0-30 ±.0005" 1.5N or less 3571 — .03" 0-15-0 ±.0005" 1.5N or less .0001" .025" 3802-10 — .01" 0-10 ±.0002" 1.5N or less 3803-10 — .01" 0-5-0 ±.0002" 1.5N or less SPECIFICATIONS Metric ISO/JIS Graduation Range Order No. Order No. Range per Dial Accuracy Measuring Remarks Lug-Back Flat-back revolution reading force 0.01mm 10mm 3046F 3046FB 1mm 0-100 (100-0) ±15µm 1.4N or less 3047F 3047FB 1mm 0-50-0 ±15µm 1.4N or less 20mm 3050F 3050FB 1mm 0-100 (100-0) ±20µm 2.0N or less 30mm 3052F 3052FB 1mm 0-100 (100-0) ±25µm 2.5N or less 50mm 3058F* 3058FB* 1mm 0-100 (100-0) ±35µm 3.0N or less 80mm 3060F* 3060FB* 1mm 0-100 (100-0) ±45µm 3.0N or less 100mm 3062F* 3062FB* 1mm 0-100 (100-0) ±50µm 3.2N or less 0.001mm 1mm 3109F 3109FB 0.2mm 0-100-0 ±6µm 1.5N or less *Use the gage in a vertical position only. 3046F 3058F 3047F 3060F 3050F 3052F 3109F3062F High Precision Type Reverse Reading Balanced Dial Continuous Dial One Revolution Shockproof Peak Retaining Long Stem Dustproof Low Force Adjustable Hand JeweledCoaxial Revolution Counter Water resistance Doubled Scale SpacingDamper at Lowest Rest Point
- 21. Pile Load Test Method HYDRAULIC JACK SPECIFICATION PT BERDIKARI PONDASI PERKASA Page 14
- 22. 4444 47 134 84 CLRG-Series, High Tonnage Cylinders Shown from left to right: CLRG-506, CLRG-5006, CLRG-4006 The dismantling of the temporary support towers of Beijing’s “Bird’s Nest”. During the stage lowering process the bird’s nest is alternatively supported by CLRG-Series cylinders. Double-Acting Power Lifters • Double-acting, for positive retraction • Integral stop ring provides piston blow-out protection • Safety valve in retract side of cylinder helps to prevent damage in case of accidental over-pressurization • Plunger wiper reduces contamination, extending cylinder life • CR-400 coupler and dust cap included on all models • Baked enamel finish and plated pistons provide superior corrosion resistance. Replacing adjustment rolls under a fly-over with CLRG cylinders, for controlled lifting and lowering. Saddles All CLRG cylinders are equipped with bolt-on removable grooved saddles. For information on optional tilt saddles, see selection chart. Page: Safety Device A pilot-operated check valve (V-42) can be inserted between cylinder and pump. This valve provides a safety lock on the cylinder under load at any position and remote control for unlocking. Page: Standard Features • Interchangeable, hardened grooved saddles • Top and side mounted lifting eyes • CR-400 coupler and dustcap • All cylinders meet ASME B-30.1 and ISO 10100 standards. Optimum Performance Enerpac’s range of ZU4-Series electric pumps, fitted with manual or solenoid operated 4-way valves, offer optimum combinations with CLRG cylinders. Page:
- 23. 45www.enerpac.com 45www.enerpac.com CLRG-502 CLRG-504 CLRG-506 CLRG-508 CLRG-5010 CLRG-5012 CLRG-1002 CLRG-1004 CLRG-1006 CLRG-1008 CLRG-10010 CLRG-10012 CLRG-1502 CLRG-1504 CLRG-1506 CLRG-1508 CLRG-15010 CLRG-15012 CLRG-2002 CLRG-2006 CLRG-20012 CLRG-2502 CLRG-2506 CLRG-25012 CLRG-3002 CLRG-3006 CLRG-30012 CLRG-4002 CLRG-4006 CLRG-40012 CLRG-5002 CLRG-5006 CLRG-50012 CLRG-6002 CLRG-6006 CLRG-60012 CLRG-8002 CLRG-8006 CLRG-80012 CLRG-10002 CLRG-10006 CLRG-100012 77,0 77,0 77,0 77,0 77,0 77,0 132,7 132,7 132,7 132,7 132,7 132,7 198,6 198,6 198,6 198,6 198,6 198,6 265,9 265,9 265,9 366,4 366,4 366,4 456,2 456,2 456,2 559,9 559,9 559,9 730,6 730,6 730,6 855,3 855,3 855,3 1176,3 1176,3 1176,3 1465,7 1465,7 1465,7 50 100 150 200 250 300 50 100 150 200 250 300 50 100 150 200 250 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 38,5 38,5 38,5 38,5 38,5 38,5 61,9 61,9 61,9 61,9 61,9 61,9 96,5 96,5 96,5 96,5 96,5 96,5 127,0 127,0 127,0 152,6 152,6 152,6 151,4 151,4 151,4 193,5 193,5 193,5 247,6 247,6 247,6 295,4 295,4 295,4 387,0 387,0 387,0 541,7 541,7 541,7 385 770 1155 1540 1924 2309 664 1327 1991 2655 3318 3982 993 1986 2978 3971 4964 5957 1330 3989 7977 1832 5497 10993 2281 6843 13685 2800 8399 16797 3653 10959 21918 4276 12829 25659 5881 17644 35288 7329 21986 43972 192 385 577 770 962 1155 309 619 928 1237 1546 1856 482 965 1447 1930 2412 2895 635 1905 3809 763 2289 4578 757 2270 4541 967 2902 5804 1238 3713 7427 1477 4431 8862 1935 5806 11611 2709 8126 16252 162 212 262 312 362 412 179 229 279 329 379 429 196 246 296 346 396 446 212 312 462 235 335 485 322 422 572 374 474 624 419 519 669 429 529 679 484 584 734 564 664 814 50 (539) 100 (929) 150 (1390) 200 (1861) 250 (2565) 300 (3193) 400 (3919) 500 (5114) 600 (5987) 800 (8234) 1000 (10260) 84 32 Double-Acting, High Tonnage Cylinders Stroke (mm) Cylinder Capacity ton (kN) Cylinder Effective Area (cm2 ) Oil Capacity (cm3 ) Model Number Push Pull Push Pull Collapsed Height (mm) CLRG Series Capacity: 50 - 1000 ton Stroke: 50 - 300 mm Maximum Operating Pressure: 700 bar RR-series For higher cycle applications Enerpac RR-Series cylinders are a good alternative. Page: QUICK SELECTION CHART For complete technical information see next page. Higher Capacities 1500 and 2000 ton models are available on request. Additional Stroke Lengths Models above 150 ton are also available with standard stroke lengths of 100, 200 and 250 mm. Please contact Enerpac for ordering information. Pump Selection A double-acting cylinder must be powered by a pump with a 4-way valve. Page: Optional features To add optional features to your cylinders, add the following suffixes to the end of the model number. Collar thread * E002 Plunger thread E003 Collar * and plunger thread E005 * On 400 ton and higher Example: • For CLRG-5006 cylinder with collar thread, order: CLRG-5006E002 Technical specifications for these features are available from Enerpac.
- 24. 4646 CLRG-502 CLRG-504 CLRG-506 CLRG-508 CLRG-5010 CLRG-5012 CLRG-1002 CLRG-1004 CLRG-1006 CLRG-1008 CLRG-10010 CLRG-10012 CLRG-1502 CLRG-1504 CLRG-1506 CLRG-1508 CLRG-15010 CLRG-15012 CLRG-2002 CLRG-2006 CLRG-20012 CLRG-2502 CLRG-2506 CLRG-25012 CLRG-3002 CLRG-3006 CLRG-30012 CLRG-4002 CLRG-4006 CLRG-40012 CLRG-5002 CLRG-5006 CLRG-50012 CLRG-6002 CLRG-6006 CLRG-60012 CLRG-8002 CLRG-8006 CLRG-80012 CLRG-10002 CLRG-10006 CLRG-100012 50 100 150 200 250 300 400 500 600 800 1000 50 100 150 200 250 300 50 100 150 200 250 300 50 100 150 200 250 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 50 150 300 77,0 77,0 77,0 77,0 77,0 77,0 132,7 132,7 132,7 132,7 132,7 132,7 198,6 198,6 198,6 198,6 198,6 198,6 265,9 265,9 265,9 366,4 366,4 366,4 456,2 456,2 456,2 559,9 559,9 559,9 730,6 730,6 730,6 855,3 855,3 855,3 1176,3 1176,3 1176,3 1465,7 1465,7 1465,7 539 539 539 539 539 539 929 929 929 929 929 929 1390 1390 1390 1390 1390 1390 1861 1861 1861 2565 2565 2565 3193 3193 3193 3919 3919 3919 5114 5114 5114 5987 5987 5987 8234 8234 8234 10260 10260 10260 269 269 269 269 269 269 433 433 433 433 433 433 675 675 675 675 675 675 889 889 889 1068 1068 1068 1060 1060 1060 1354 1354 1354 1733 1733 1733 2068 2068 2068 2709 2709 2709 3792 3792 3792 38,5 38,5 38,5 38,5 38,5 38,5 61,9 61,9 61,9 61,9 61,9 61,9 96,5 96,5 96,5 96,5 96,5 96,5 127,0 127,0 127,0 152,6 152,6 152,6 151,4 151,4 151,4 193,5 193,5 193,5 247,6 247,6 247,6 295,4 295,4 295,4 387,0 387,0 387,0 541,7 541,7 541,7 385 770 1155 1540 1924 2309 664 1327 1991 2655 3318 3982 993 1986 2978 3971 4964 5957 1330 3989 7977 1832 5497 10993 2281 6843 13685 2800 8399 16797 3653 10959 21918 4276 12829 25659 5881 17644 35288 7329 21986 43972 192 385 577 770 962 1155 309 619 928 1237 1546 1856 482 965 1447 1930 2412 2895 635 1905 3809 763 2289 4578 757 2270 4541 967 2902 5804 1238 3713 7427 1477 4431 8862 1935 5806 11611 2709 8126 16252 CLRG-50 CLRG-100 CLRG-150 CLRG-200 CLRG-250 CLRG-300 CLRG-400 CLRG-500 CLRG-600 CLRG-800 CLRG-1000 65 95 130 165 190 180 205 250 275 330 375 2x M12 2x M12 2x M12 3x M12 3x M12 3x M16 3x M16 3x M24 3x M24 3x M24 3x M24 22 22 22 22 22 30 30 36 36 36 36 CLRG-502 - CLRG-15012 CLRG-2002 - CLRG-100012 CLRG-Series, High Tonnage Cylinders Stroke (mm) Cylinder Capacity (ton) Cylinder Effective Area (cm2 ) Maximum Cylinder Capacity (kN) Model Number Oil Capacity (cm3 ) For full features see previous page. Push Pull Push Pull Push Pull Model / Capacity ton Base Mounting Hole 1) Dimensions (mm) Bolt Circle U Thread Size V Min. Thread Depth Z 1) Base mounting holes are random positioned in regard to coupler position. Mounting Hole Orientation Top mounting hole orientation is maintained to port location. Base mounting hole orientation is not maintained to port location.
- 25. 47www.enerpac.com 47www.enerpac.com CLRG-502 CLRG-504 CLRG-506 CLRG-508 CLRG-5010 CLRG-5012 CLRG-1002 CLRG-1004 CLRG-1006 CLRG-1008 CLRG-10010 CLRG-10012 CLRG-1502 CLRG-1504 CLRG-1506 CLRG-1508 CLRG-15010 CLRG-15012 CLRG-2002 CLRG-2006 CLRG-20012 CLRG-2502 CLRG-2506 CLRG-25012 CLRG-3002 CLRG-3006 CLRG-30012 CLRG-4002 CLRG-4006 CLRG-40012 CLRG-5002 CLRG-5006 CLRG-50012 CLRG-6002 CLRG-6006 CLRG-60012 CLRG-8002 CLRG-8006 CLRG-80012 CLRG-10002 CLRG-10006 CLRG-100012 CATG-50 CATG-50 CATG-50 CATG-50 CATG-50 CATG-50 CATG-100 CATG-100 CATG-100 CATG-100 CATG-100 CATG-100 CATG-150 CATG-150 CATG-150 CATG-150 CATG-150 CATG-150 CATG-200 CATG-200 CATG-200 CATG-250 CATG-250 CATG-250 CATG-300 CATG-300 CATG-300 CATG-400 CATG-400 CATG-400 CATG-500 CATG-500 CATG-500 CATG-600 CATG-600 CATG-600 CATG-800 CATG-800 CATG-800 CATG-1000 CATG-1000 CATG-1000 24 24 24 24 24 24 29 29 29 29 29 29 31 31 31 31 31 31 35 35 35 46 46 46 62 62 62 51 51 51 63 63 63 76 76 76 75 75 75 93 93 93 50 50 50 50 50 50 73 73 73 73 73 73 91 91 91 91 91 91 118 118 118 144 144 144 160 160 160 193 193 193 228 228 228 241 241 241 287 287 287 311 311 311 17 20 23 27 31 34 29 34 40 46 52 58 39 52 65 78 92 105 55 91 146 89 136 207 184 232 303 270 330 421 401 480 599 474 565 701 741 868 1058 1062 1213 1439 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 24 24 24 24 24 24 19 19 19 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 50 50 50 50 50 50 75 75 75 75 75 75 94 94 94 94 94 94 113 113 113 145 145 145 177 177 177 196 196 196 228 228 228 247 247 247 297 297 297 323 323 323 33 33 33 33 33 33 48 48 48 48 48 48 56 56 56 56 56 56 66 66 66 78 78 78 75 75 75 105 105 105 135 135 135 135 135 135 135 135 135 170 170 170 52 52 52 52 52 52 54 54 54 54 54 54 61 61 61 61 61 61 67 67 67 73 73 73 101 101 101 114 114 114 114 114 114 114 114 114 149 149 149 174 174 174 70 70 70 70 70 70 95 95 95 95 95 95 114 114 114 114 114 114 133 133 133 165 165 165 197 197 197 216 216 216 248 248 248 267 267 267 317 317 317 343 343 343 99 99 99 99 99 99 130 130 130 130 130 130 159 159 159 159 159 159 184 184 184 216 216 216 241 241 241 267 267 267 305 305 305 330 330 330 387 387 387 432 432 432 130 130 130 130 130 130 165 165 165 165 165 165 205 205 205 205 205 205 235 235 235 275 275 275 310 310 310 350 350 350 400 400 400 430 430 430 505 505 505 560 560 560 212 312 412 512 612 712 229 329 429 529 629 729 246 346 446 546 646 746 262 462 762 285 485 785 372 572 872 424 624 924 469 669 969 479 679 979 534 734 1034 614 814 1114 162 212 262 312 362 412 179 229 279 329 379 429 196 246 296 346 396 446 212 312 462 235 335 485 322 422 572 374 474 624 419 519 669 429 529 679 484 584 734 564 664 814 Double-Acting, High Tonnage Cylinders Model Number (kg) Extend. Height B (mm) Cyl. Bore Dia. E (mm) Plunger Dia. F (mm) Base to Advance Port H (mm) Collaps. Height A (mm) Outside Dia. D (mm) Optional Tilt Saddle *Saddle Protr. from Plgr. K (mm) Standard Saddle Dia. J (mm) Saddle Height K1 (mm) Saddle Model Number Top to Retract Port I (mm) Saddle Dia. J1 (mm) Depth of Plunger Hole L (mm) * Optional Tilt Saddle CLRG Series Capacity: 50 - 1000 ton Stroke: 50 - 300 mm Maximum Operating Pressure: 700 bar