Transcription of Quik-LOK Boot Connector
1 The quik LOK Pipe toManhole Boot Connectoris a Connector engineered to produce apositive watertight seal forpipes entering precast concretestructures and the structureitself. The quik LOKCONNECTORis manufacturedto meet or exceed all materialand test requirements set forthin ASTM C-923 titled Resilient ConnectorsBetween Reinforced ConcreteManhole Structures, Pipes,and Laterals and ASTM ,tLO, quik LOKThe quik LOK Connectoris molded from an EPDM compoundengineered to conform with the requirements of section ofASTM C-923. Alternative compounds are available for unusualapplications upon special stainless steel hardware is in compliance with section , Mechanical Devices of ASTM C-923.,E: AD7 ANTA(ESThe quik LOK Connector assures a positive watertight connectionand provides up to 20 degrees omni-directional de and " ofvertical or horizontal movement without loss of seal.)
2 This denpermits pipe to structure settling without damage to the pipe or loss ofthe watertight seal and will also allow for many angles of incoming quik LOK cast in Boot Connector is manufactured with thestainless steel takedown clamp as an integral part of the rubberconnect o correct takedown clamp travels in the installation position from thetime it leaves A-LOK, while it is cast in the structure and until it arrivesat the job site. After pulling out the Connector it s in position ready to betightened down around the pipe on the outside of the backg is then possible, enhancing project safety andovercomes the problems encountered with water, running sand andother unstable trench quik LOK Connector can be installed into concrete structures inthe plant or with a sleeve for cast-in-place, at the job site.
3 Onceinstalled in the concrete structure and ready to ship, the quik LOKC onnector travels in the cast in position to prevent damage duringshipping and STANDARDMTPIPE TO MANHOLE BOOT Connector FOR SANITARY SYSTEMSThe Company With ConnectionsThe Company With Connections The quik LOKCONNECTOR meets or exceeds all material and testrequirements of ASTM C-923 titled Resilient connectors BetweenReinforced Concrete Manhole Structures, Pipes, and Laterals and ASTM C-1644 titled Standard for Resilient connectors Between. Reinforced Concrete On-Site Wastewater Tanks and Pipes .MATERIALC opyright ASTM INTERNATIONAL. Reprinted with permissionTESTRESULTSASTM METHOD345 De c n a t s i s e r l a c i me h C1 N Sulfuric acidno weight lossat 22 C for 48h1 N Hydrochloricno weight lossAcidTensile strength1200 psi orD MPa, minElongation at break350% 5 from mfg 2240 hardness(Shore Adurometer)Accelerateddecr.
4 Of 15%,D 573,oven-agingmax. of original70 1 C fortensile strength,7 daysdecr. of 20%max. of elongationCompression setdecr. of 25%,D 395, Method B,max. of originalat 70 C for 22hWater absorptionincrease of 10%,D 471, immersemax. of by 2-in. orby weight19 by 25-mmSpecimen indistilled waterat 70 C for 48hOzone resistance rating 0D 1171 Low-tempno fracture atD 746brittle point-40 CTear resistance200 624, Method Bor 34 kn/mRESILIENT MATERIAL TEST OF ASTM C-923 Quik-LOK boot as it will arrivewith clamp attached ready tobe placed in a boot extended at job-site ready for boot cast intostructure in shipping position. The Boot with the Built-in Clamp Patent Pending The Boot with the Built-in Clamp PRODUCT SPECIFICATIONSA flexible pipe to manhole Connector shall be used whenever a pipe penetrates into a precast concrete manhole or Connector shall be the quik LOK CONNECTORas manufactured by A LOKPRODUCTS, INC.
5 , Tullytown, PA, or approved design of the Connector shall provide a flexible, watertight seal between the pipeand concrete structure. The Connector shall assure that a seal is made between:(1) The Connector and the structure wall by casting the Connector integrally with the structure wall during the manufacturing process in a mannerthat it will not pull out during pipe coupling.(2) The seal between the Connector and the pipe shall be made by compressingthe Connector against the outside circumference of the pipe by means of astainless steel take-down Connector shall be made from materials that conform to the physical andchemicalrequirements outlined in Section 4, Materials and Manufacture ofASTM C-923 Standard Specification for Resilient connectors BetweenReinforced Concrete Manhole Structures, Pipes, and Laterals, and the overalldesign will meet or exceed Section 7, Test Methods and Requirements of Connector shall be sized specifically for the type of pipe being used and shallbe installed in accordance with the recommendations of the LOK PRODUCTS BOX 1647 697 Main Street Tullytown.
6 PA 19007 email: 215-547-3366 215-547-5260 FAXANY QUESTIONS REGARDING quik LOK Connector INSTALLATION, PLEASE CALL 1-800-822-2565 PART 6 DIMENSIONAL DATAQUIK LOKPIPE ODPIPE ODRING " "QL-066" "QL-088" "QL-1010" "QL-1212" "INSTALLATION INSTRUCTIONSSTEP 1:Remove all sharp edgeson pipe, bevel edge andclean penetrating : To ensure the quik LOK Connector remains a flexible watertight Connector , it is A LOK Products, Inc. strongrecommendation that no mortarbe placed between the pipe and wall of the concrete structure. The use of mortar in this area woulddecrease the effectiveness of the Connector to compensate for shear caused by settlement or ground : The 60 Torque Wrench is available through A LOK Products, : When installing pipe stubs for future pipeline installation, all stubs must be properly restrained to prevent any movement bymeans other than the quik LOK 4 PRODUCT REFERENCESA.
7 ASTM C-923 Resilient connectors Between Reinforced Concrete ManholeStructures, Pipes, and ) ASTM C-1244 Standard Test Method For Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) TestC.) ASTM C-478 Standard Specification for Precast Reinforced Concrete Manhole SectionsSTEP 1 STEP 2 STEP 3 STEP 2:Pull out Connector fromcast position and cleanoff debris (stones, dirt,etc.) that could weakenthe sealing 3:Center pipe and 4:After inserting pipe, thestainless steel band shouldbe tightened with thetorque wrench to 60 ,then deflect pipe to flow orangle installation 2006 A-LOK Products, Inc. Supersedes all previous literature. COVERED BY ISSUED AND/OR PENDING PATENTS