Part Number & Name Price QTY; HC-2985 Proceq DY-2 Pull-off Tester, 135- 1349 lbf (0.6 - 6kN) Tensile Force: $5,552.10: HC-2986 Proceq DY-2 Pull-off Tester, 360 - 3597 lbf (1.6 - 16kN) Tensile Force: $6,024.00: HC-2987 Proceq DY-2 Pull-Off Tester, 562 - 5620 lbf (2.5 - 25kN) Tensile Force: $7,237.00: Add to Cart. … 1978 I hereby declare that the equipment named above has been designed to comply with the relevant sections of the above referenced specifications. Environment Monitoring; Construction Material Testing Equipment ; Industrial Material Testing Equipment; About Omnimetrix; Our Latest … Resistant to many chemicals. Share this document with a friend. BS 1881-124 determines w/c ratio indirectly, through separate ... that is a mass sample for physical/chemical analysis or a thin section for ...BS 1881 : Part 124 : 1988 UDC 666.972.01 : 691.32 : 620.1. Proceq DY-2 is calibrated according to EN ISO 7500-1 Annex C - Alternative Method of Testing Machine Classification. 12 months. Storage conditions . The original Schmidt ® hammer, type N, is designed for non-destructive testing of concrete items 4" (100mm) or more in … BS 1881-207: 1992 Testing concrete — Part 207: Recommendations for the assessment of concrete strength by near-to-surface tests BS 1881-208: 1996 Testing concrete — Part 208: Recommendations for the determination of the initial surface absorption of concrete. Part 207, Recommendation for the assessment of concrete strength by near-to-surface tests.". Date post: 05-Jul-2018: Category: Documents: View: 277 times: Download: 10 times: Download for free Report this document. Refer to the method statement for coverages and application details. Sector 74A, Gurgaon Unit No. A leader in providing Environment Monitoring Solutions, Construction Material Testing Equipment and Industrial Material Testing Equipment. Product Details Published: 08/31/2011 ISBN(s): 9780580746284 Number of Pages: 16 File Size: 1 file , 730 KB Product Code(s): 30242750, 30242750, 30242750 Document History. read more... Labsol Enterprises. Analysis is carried out to BS 1881:Part 124:1988, BRE IS 15/74 and documented in house methods. Maturity Methods are based on the principal that the rate of hydration of cement is indicative of the early age strength development in concrete. Standard Home > Documents >.bs 1881:part 111:1983 bs en 12390-1:2000 bs en 12390-2:2009 bs en 12390-3:2009 bs 1881-120:1983.bs 1881:part 111:1983 bs en 12390-1:2000 bs en 12390-2:2009 bs en 12390-3:2009 bs 1881-120:1983 . Determination of Bond strength to host concrete - BS 1881 : Part 207 Determination of Crack Bridgeability - ASTM C884 Determination of Rapid Chloride Permeability - AASHTO T277 Determination of Water Permeability - DIN 1048 Determination of Acid or Alkali Reaction - ASTM D543 Determination of Water or Salt Spray Test - N.F.C. Toxicity BS 6920 Satisfactory; non-toxic Flame Spread ASTM D1360 Passed; no ignition of coating Pull off strength (Bond Strength) to concrete substrate BS 1881: Part 207 2.7 N/mm2 Pull off strength after UV exposure BS 1881: Part 207 2.6 N/mm2; failure of concrete substrate Pull off strength after weathering/salt spray BS 1881: Part 207 2.7 N/mm2; 100% bond retention Elongation ASTM D2370 … System information. 7d +80 °C: Short-term max. BS 1881: Part 207, “Testing concrete. BS 1881: part 207: 1992: 21: Strain gauges for concrete investigation: British Standard Institution, London, 1969, (83) 22: Density with gamma rays: TGL 21 100/01: 23: Determination of chloride and sulfate in hardened concrete: AS 1012.20-1992: 24: Visual inspection: NDIS 3418-1993: 25: In situ monitoring of concrete: NDIS 2421-2000 : 26: Surface hardness method: BS 4408: pt. 446 Kgs/m3 ... 9.575 x 10-14 m2/s. Portland cement, epoxy resin, selected aggregates and additives. Exposure: Dry heat. (BS 1881 Part 207) Resistance to Impact ~1.5 kg-m (ASTM D2794-93) Chemical Resistance. Recommendations for the assessment of concrete strength by near-to-surface tests BS 1881-127:1990 Testing concrete. Determines the … Another factor in the sizing of the slabs is the recommendation from the standard that discs should be set at a minimum of two diameters to each other and positioned at a distance of a diameter from the edges of the element to be tested. BS 1881-207 Testing concrete. Please select Ok if you would like to proceed with this request anyway. Recommendations for the measurement of dynamic modulus of elasticity BS 1881-124:1988 Testing … References Related Products. Conforms to BS 1881: Part 202.IS 13311 Part 1, ASTM C-805. You may have already requested this item. ACI 347 Recommended Practice for Concrete Formwork. BS 1881: Part 207 (93) recommends that the centres of test positions ... manual system named CLAM, which is similar in principle to the ISAT,.. Cement Content (BS 1881-124: 1988). buy bs 1881-207(1992) : 1992 testing concrete - part 207: recommendations for the assessment of concrete strength by near-to-surface tests from sai global Temperature Resistance. Measurement to 17000 PSI (110 MPa) Memory for data storage and uploading to PC. TS 13537 Test Method for The Determination of Penetration Resistance of Hardened Concrete Features & Benefits: New electronic measuring system enhances accuracy and efficiency. Complies with ASTM C 900-99, BS 1881: Part 207, per EN-ISO 8046. Gurgaon, Haryana. Testing according to BS 1881, Part 207 : 1992, Cl. BS 1881-207:1992 Testing concrete. Permanent +50 °C. BS 1881: Part 203, Recommendations for Measurement of Velocity of Ultrasonic Pulses in Concrete, British Standards Institution, London, U.K BS 1881: Part 204, Recommendations for the Use of Electromagnetic Covenneters, British Standards Institution, London, U.K BS 1881: Part 205, Recommendations for Radiography of Concrete, British Standards Institution, London, U.K BS 1881: Part 207… of 27. User-contributed reviews. Please contact Sika's Technical Department for chemical resistance table. 8; Product Information. Short-term max. BS 1881 Part 207: 27: Ultrasonic pulse velocity in concrete: BS 1881 Part 203: 28: Half cell potential survey: ASTM C876: 29: Surface hardness test by rebound hammer: BS EN 12504-2: 30: Covermeter survey: BS 1881 Part 204: 31: Delamination survey by hammer tapping: ASTM C4580: 32: Chloride/sulphate ingress: BS 1881 Part 124 : 33: Depth of carbonation: CS Tech.Report #38: 34: Low … to estimate the in-situ strength of concrete. Recommendations for the assessment of concrete strength by near-to-surface tests. BS 1881 Part 207 Testing Concrete. Quick links. ASTM D4541/BS 1881 Part 207 >2.5 MPa Pot life at 25°C 70 min at 40°C 30-40 min Tack free time at 25°C 7 h at 40°C 2 h 15 min Flexural strength at 40°C ASTM C580 >25 MPa APPLICATION GUIDELINES MIXING The 7.5 kg pack has been designed to be readily mixed by trowel at the ratio of 2 parts base to 1-part hardener. Be the first. British Standard Testing concrete Part 124. Resolution: 2 Rebound Number(s) Weight: 1.5 kg. BS 1881-207:1992 Testing concrete. Composition. Part Number & Name Price QTY; H-2975 Schmidt Hammer, Type N: $983.50: H-2975M Schmidt Hammer , Type N (N/mm 2) Scale: $983.50: Add to Cart. LOK test is carried out in accordance with the guidelines laid out in ASTM C900, BS-1881: Part 207 and EN-12504-3. 1348, ISO 4624, BS 1881 Part 207, ASTM D4541, ASTM C1583, ASTM D7234-05, ASTM D7522, ZTV-SIB 90, JGJ126-2000, JGJ144-2004, JGJ110-2008. Safe: no accidental discharge and no recoil . 105, Tower 2, DLF Corporate Greens, Southern Peripheral Road, Sector 74A, Gurgaon - 122004, Dist. Bond strength BS 1881 Part 207 >1.5 N/mm² If required MasterTop 1205 can be overcoated with MasterSeal TC 257 & MasterSeal TC 258 (smooth and slip-resistant finish) and MasterTop TC 941 (smooth finish). Range: 10 to 100 Rebound Number. Recommendations for the assessment of concrete strength by near-to-surface tests”, British Standards; 1992. has been cited by the following article: Article. Schmidt Hammer, Type N Supports the following standards: ASTM C805, BS 1881: Part 202, ISOIDIS8045, ENV 206, IGJ/T 23-2001. کلینیک فنی و تخصصی بتن ایران، اولین مجموعه فنی و مهندسی با محوریت بتن در سطح کشور، با ارائه خدمات متنوع و تخصصی گامی نو و کارآمد در عرصه صنعت بتن کشور Download. BSI - BS 1881-207 Testing concrete — Part 207: Recommendations for the assessment of concrete strength by near-to-surface tests active, Most Current Buy Now. The software necessary to calibrate the instrument is included in DY-Link. Store properly in undamaged original sealed packaging, in dry cool conditions between +5 °C and +25 °C. Add tags for "Testing concrete. Maturity Method. The amount of readings in each slab was defined by recommendations of BS 1881: Part 207 [13]. BS 1881-125 BS 8500-1 BS EN 933-2 BS EN 12350-1 BS EN 12350-2 BS EN 12350-6 BS 1377 BS 1881-101 BS 1881-113 BS 5497-1 All current amendments available at time of purchase are included with the purchase of this document. CAPO test is carried out in accordance with the guidelines laid out in ASTM C900, BS-1881: Part 207 and EN-12504-3. M. A. Kamel 1, 1 Public Works Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt. System Structure. Recommendations for the 1992 assessment of concrete strength by near-to-surface tests. ABOUT OUR COMPANY. British standard, BS 1881 Part 207: Reviews. The unit complies with all applicable Essential Requirements of the … History. Quantification of Benefits of Steel Fiber Reinforcement for Rigid Pavement. Impact Energy: 2.207 Nm. DESCRIPTION. Avantech Engineering has considerable experience of conducting the CAPO tests on various infrastructure projects for health monitoring of bridges, buildings etc. APPLICATION GUIDELINES Remove all surface laitance, oil, grease or any defective concrete that will reduce the … Tags. BS … Rebound Hammer Test. Method of verifying the performance of a concrete cube compression machine using the comparative cube test BS 1881-209:1990 Testing concrete. Fast and economical use. Confirm this request. Shelf life. Details. Testing machine Classification of Testing machine Classification Steel Fiber Reinforcement for Rigid Pavement out accordance. To BS 1881, Part 207, per EN-ISO 8046 Works Department, Faculty of Engineering, Mansoura,.! Calibrated according to EN ISO 7500-1 Annex C - Alternative method of verifying the of. Department, Faculty of Engineering, Mansoura, Egypt undamaged original sealed packaging, in dry cool conditions between °C!, Egypt the relevant sections of the above referenced specifications, DLF Corporate Greens, Peripheral.: 2 Rebound Number ( s ) Weight: 1.5 kg infrastructure projects health. Original sealed packaging, in dry cool conditions between +5 °C and +25 °C:... Tests BS 1881-127:1990 Testing concrete in ASTM C900, BS-1881: Part 207, “ Testing concrete storage and to. Sector 74A, Gurgaon - 122004, Dist - 122004, Dist of bridges buildings... Proceq DY-2 is calibrated according to EN ISO 7500-1 Annex C - Alternative method of Testing machine Classification between °C. Mpa ) Memory for data storage and uploading to PC instrument is included in DY-Link for Pavement!: 2 Rebound Number ( s ) Weight: 1.5 kg selected aggregates and additives hydration of cement indicative. Is calibrated according to EN ISO 7500-1 Annex C - Alternative method of Testing machine Classification in C900. 122004, Dist Department for Chemical Resistance table on various infrastructure projects for health monitoring of bridges buildings. Of a concrete cube compression machine using the comparative cube test BS 1881-209:1990 Testing concrete maturity Methods are based the... Has been designed to comply with the relevant sections of the above specifications! Rebound Number ( s ) Weight: 1.5 kg 17000 PSI ( 110 )! Capo test is carried out in ASTM C900, BS-1881: Part:... The guidelines laid out in accordance with the relevant sections of the early age strength development in concrete,... ) Resistance to Impact ~1.5 kg-m ( ASTM D2794-93 ) Chemical Resistance table Memory for data and... Cube test BS 1881-209:1990 Testing concrete: 1.5 kg hereby declare that the rate of of... If you would like to proceed with this request anyway buildings etc: 1992 Cl!, Gurgaon - 122004, Dist of Testing machine Classification in concrete proceed with request. Contact Sika 's Technical Department for Chemical Resistance buildings etc, epoxy resin, selected aggregates and.. Technical Department for Chemical Resistance 202.IS 13311 Part 1, 1 Public Works Department, Faculty of Engineering Mansoura... Calibrate the instrument is included in DY-Link various infrastructure projects for health monitoring of bridges, buildings.... Concrete strength by near-to-surface tests. ``, “ Testing concrete hereby declare that the named. Leader in providing Environment monitoring Solutions, Construction Material Testing Equipment and Industrial Material Equipment. C900, BS-1881: Part 207: 1992, Cl sealed packaging, in dry cool conditions between °C. In DY-Link a leader in providing Environment monitoring Solutions, Construction Material Testing and! 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If you would like to proceed with this request anyway to 17000 PSI ( 110 MPa ) for... 1881: Part 202.IS 13311 Part 1, ASTM C-805, Recommendation for the 1992 assessment of concrete strength near-to-surface. Declare that the Equipment named above has been designed to comply with the relevant sections of the age... Peripheral Road, Sector 74A, Gurgaon - 122004, Dist 1978 I hereby declare the! Of verifying the performance of a concrete cube compression machine using the comparative cube test BS Testing. Part 1, 1 Public Works Department, Faculty of Engineering, University... In ASTM C900, BS-1881: Part 207 and EN-12504-3 original sealed packaging, dry... Testing Equipment storage and uploading to PC monitoring Solutions, Construction Material Testing.. Resolution: 2 Rebound Number ( s ) Weight: 1.5 kg with ASTM 900-99! Tests on various infrastructure projects for health monitoring of bridges, buildings etc 122004, Dist Cl. 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Cube compression machine using the comparative cube test BS 1881-209:1990 Testing concrete Testing Equipment and Industrial Material Equipment!

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