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Bolts anchor

Install the shims sliding them under the machinery footprint, until contact is made with the anchor bolt. Then move the shim back away from the bolt shaft to avoid interference with the threads and to assure tolerance. [Pg.149]

Type of Treatment Items Treated Splashers or Spray Nozzles Stairway and Handrail Structural Connectors Ring Joint Connectors Bolts, Nuts, Washers Anchor Connectors Nails Mechanical Equipment Support Anchor Bolts—Material Furnished by Cold Water Basin—Material Furnished by Basin Accessories, by Mfg. ... [Pg.420]

I xtemal inspection criteria are provided by these standards for foundation and supports, anchor bolts, concrete or steel supports, guy wires, nozzles, sprinklers pipe hangers, . rouiuling coiiiiee(ions, protective coatings, insulation, and external metal surfaces. [Pg.73]

Good foundations assure stability of the equipment. Tlie foundaUon should extend below the soil frost line to eliminate setUing of equipment. Major loads and equipment producing vibrations (e.g., pmiips) should not be placed on filled ground. High towers and major vessels should have properly installed anchor bolts. [Pg.495]

Items to be furnished by the purchaser, such as concrete basin, anchor bolts, electrical components. [Pg.387]

The dimensions of typical standard saddle designs are given in Figure 13.26. To take up any thermal expansion of the vessel, such as that in heat exchangers, the anchor bolt holes in one saddle can be slotted. [Pg.847]

The anchor bolts are assumed to share the overturning load equally, and the bolt area required is given by ... [Pg.851]

Scheiman gives the following guide rules which can be used for the selection of the anchor bolts ... [Pg.851]

Scheiman, A. D. (1963) Hyd. Proc. and Pet. Ref. 42 (June) 130. Short cuts to anchor bolting and base ring sizing. [Pg.884]

When solid blocks or termite caps are used, anchor bolts must be placed in the joints between the blocks. Lintel blocks and grouted top courses allow for more flexible placement. [Pg.1275]

ANCHOR BOLTS AS REQUIRED WOOD CANT SECURED WITH EXPANSION ANCHORS OR BOLT"IN CONCRETE CANT-... [Pg.72]

Increasing size of anchor bolts and strengthening wall panel connections at the... [Pg.23]

Blast loaded structures produce high reaction loads at column supports. This usually requires substantial base plates as well as high capacity anchor bolts. Achieving full anchorage of these bolts is of primary importance and will usually require headed bolts or plates at the embedded end of the bolts to prevent pullout. When anchor bolts are securely anchored into concrete, the failure mechanism is a ductile, tensile failure of the bolt steel. Insufficient edge distance or insufficient spacing between bolts results in a lower anchorage capacity and a brittle failure mode. [Pg.29]

Vertical leveling screws spaced for stability shall be provided on the outside perimeter of the baseplate. They shall be located adjacent to anchor bolts to minimize distortion during the process of installation. These screws shall be numerous enough to carry the weight of the baseplate, pump, and drive train components without excessive deflection, but in no case shall fewer than six screws be provided. [Pg.46]

Anchor bolts will be furnished by the purchaser. The vendor shall provide for sufficient anchor bolting to withstand nozzle reaction forces during pump start-up and operation. [Pg.46]

L.4.5 The baseplate should be located in the desired position by snpporting it on shims or leveling screws and seeming it with anchor bolts. Approximately 25-50 mm (1-2 in.) of gronting clearance should be allowed between the bottom of the baseplate lim and the top of the scarified fonndation. [Pg.151]

L.4.6 All water and foreign materials shall be removed from the anchor bolt sleeves before grouting. [Pg.151]

L.4.7 After the baseplate is installed, the anchor bolt sleeve holes shonld be filled with a nonbonding material or the chosen gront, depending on the user s preference. This shonld be done before the main grouting of the baseplate. [Pg.151]

Hold-down lugs or anchor bolts for vessels and columns should be coated with corrosion-protective mastic prior to application of the fireproofing material. [Pg.262]

Appling fire-resistive material to the external skirts and anchor bolts to provide a minimum fA-hour protection duration... [Pg.264]

Anaerobic adhesives Anaerobic adhesives consist of mixtures of dimethacrylates and hydroperoxides (initiators) that polymerize in the absence of oxygen. They are used for anchoring bolts. [Pg.577]

Dimensionai outline drawings shaii indicate the toierance for pump suction and discharge nozzie face and centreline iocations referenced from the centreiine of the nearest basepiate anchor bolt hole. The centreline of baseplate anchor bolt hole locations shall indicate the tolerance from a common reference point on the baseplate. [Pg.103]

Anchor bolt layout and size Outline drawing ... [Pg.124]

To reduce the vibrations to a minimum, rubber cushions must be slipped over the anchor bolts immediately below and above the foundation plate. [Pg.10]

Nuts of anchor bolts are tightened too much or not enough See page 145-1-2... [Pg.54]

Rubber cushions of anchor bolts have dried up The cushions should be renewed... [Pg.54]


See other pages where Bolts anchor is mentioned: [Pg.331]    [Pg.333]    [Pg.309]    [Pg.239]    [Pg.850]    [Pg.850]    [Pg.852]    [Pg.854]    [Pg.29]    [Pg.29]    [Pg.56]    [Pg.155]    [Pg.157]    [Pg.165]    [Pg.166]    [Pg.166]    [Pg.96]    [Pg.171]    [Pg.173]   
See also in sourсe #XX -- [ Pg.5 , Pg.6 ]




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