MECHANICAL CONSTRUCTION OF CORES Sample Clauses

MECHANICAL CONSTRUCTION OF CORES. Care shall be exercised in the selection, treatment and handling of the core steel to ensure that as far as possible laminations are flat and the finally assembled core is free from distortion. Particular care shall be taken to secure even mechanical pressure over the laminations, to prevent subsequent settling of the core and to reduce noise vibration during operation. All parts of the cores shall be of robust design capable of withstanding any shocks to which they may be subjected during lifting, transport, installation and service. All structural members of the assembled cores shall be of steel. All castings shall be fettled and structural steel adequately cleaned and painted before being built into the structure. Any non-magnetic or high resistance alloy used shall be subject to approval. Adequate fitments shall be provided to enable the core and windings to be lifted. Suitable accommodation, attached to the transformers, shall be provided for the storage of any removable portions of the lifting arrangements. Adequate provision shall be made to prevent movement of the transformer relative to the tank during transport and installation or while in service. The supporting framework of the cores shall be so designed as to avoid the presence of pockets which would prevent complete emptying of the tank through the drain valve, or cause trapping of air during filling. The framework and core bolts shall be effectively insulated from the core as to reduce circulating currents to a minimum.
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Related to MECHANICAL CONSTRUCTION OF CORES

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  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

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  • Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

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  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

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