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F959M Tension Indicating Washer

    Buy cheap F959M Tension Indicating Washer from wholesalers
     
    Buy cheap F959M Tension Indicating Washer from wholesalers
    • Buy cheap F959M Tension Indicating Washer from wholesalers
    • Buy cheap F959M Tension Indicating Washer from wholesalers
    • Buy cheap F959M Tension Indicating Washer from wholesalers
    • Buy cheap F959M Tension Indicating Washer from wholesalers
    • Buy cheap F959M Tension Indicating Washer from wholesalers

    F959M Tension Indicating Washer

    Ask Lasest Price
    Brand Name : QBH
    Model Number : EN14399-9 F959M M12-M36
    Certification : ISO9001
    Price : Negotiation
    Payment Terms : L/C, T/T,OA
    Supply Ability : 300TON/MONTH
    Delivery Time : 30DAYS
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    F959M Tension Indicating Washer

    F959M Tension Indicating Washer


    Specification


    HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 9: SYSTEM HR OR HV - DIRECT TENSION INDICATORS FOR BOLT AND NUT ASSEMBLIES

    High strength structural bolting for preloading

    Part 9: System HR or HV - Direct tension indicators for bolt and nut assemblies


    For Nominal Thread Diameter
    M12M16M20M22M24M27M30M36
    d1min
    max
    d2min
    max
    h1min
    h2max
    h3min
    d3max
    d4min
    12.7516.7520.9523.0525.1528.331.4537.75
    12.8516.8521.0523.1525.2528.431.5537.85
    26354146.550545978
    32.536.84650.655.262.16983
    2.533.544444
    5.566.577777.5
    0.80.80.80.80.80.80.80.8
    20252933384346.556
    13.8517.8522.0524.1526.2529.432.5538.85


    INSTALL AND USE


    THEORY OF PRELOADED BOLTING ASSEMBLIES The principle of Preloaded bolted connections relies upon tensioning each bolt in the connection to a specified minimum preload so that the required clamping force will be induced at the connection interface. Shear loads are then transferred by frictional resistance at the joint interface rather than by bearing on the bolt shanks and hole faces. In this type of connection there will be no movement of the connected materials when the connection is subjected to these loads.


    When axial tensile loads are applied to the bolt through the bolted connection, preloading of the connection to a specified minimum is also important, particularly if the loads are cyclical and could induce loosening or fatigue failure of the bolts. The clamping force developed at the specified minimum bolt preload should be greater than the applied loads. This will prevent the plies from separating or the bolts from developing any significant increase in axial tensile stress over the installed preload stress.

    TIGHTENING OF PRELOADED ASSEMBLIES The essential requirement for preloaded connections is that the individual bolts are correctly tightened to the specified minimum preload; EN 1993.1.8 (Eurocode 3) specifies that to develop the necessary clamp force in the connection each bolt must be preloaded to 70% of the nominal bolt tensile strength. The permitted methods of preloading in EN 1090-2 are dependent on either movement of the nut along the bolt thread by a specified amount or the application of a calculated value of torque (turning moment) to the nut. Methods that depend on displacement of the nut: 1. The DTI method depends on the deformation of protrusions that have been extruded from the face of a washer. The DTI is calibrated so that when a specified average gap is reached the required preload is achieved. 2. The Highways Agency part-turn method requires each bolt to be tightened by torque to bring the steelwork into contact (each bolt diameter uses a different torque value). A part-turn, a minimum of a half turn, is then applied to develop the required preload. Methods that depend on the application of torque: 1. The Combined method requires the bolt to be torqued to 75% of the required preload; the required torque is calculated from data obtained from the EN 14399-2 – Fitness for Purpose test. A small part-turn, less than one third turn, is then applied to develop the required preload. 2. The Torque Control method again uses a value of torque calculated from data obtained from the EN 14399-2 – Fitness for Purpose test. 3. The bolts with the HRC method (TC bolts) are tightened using a special wrench where the nut is rotated while reacting against the splined bolt end. The HRC bolts are calibrated so that when the nut stops rotating the spline shears at a breakneck and the required preload is achieved.



    PACKING

    QBH BULK

    20-25KG/CTN,36CTNS/PALLET

    20-30KG/BAGS,36BAGS/PALLET

    ONE TON/BOXES

    50KG/ IRON DRUM,12 IRON DRUMS/PALLET


    QBH SMALL PACKING

    Packing in small boxes according to customer’s requirements

    Packing in plastic bag according to customer’s requirements


    QBH PALLET TYPE

    SOLID WOOD FUMIGATION PALLET

    EURO Pallet

    THREE SPLINT PALLET

    WOODEN BOX


    The advantages of QBH

    • QBH brand sales to the main quality assurance.
    • Years of export trade management, excellent service, word-of-mouth guarantee.
    • By working with TUV,escort for quality.
    • Customization of non-standard parts can be made according to customer's requirements and drawings.
    • For quality customers,we can provide a certain credit period.

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