Page 95 - McD_6118-AEW-XX-XX-NBS-A-001_Neat
P. 95

165 EXPLORATORY HOLES
      • Requirement: Excavate holes to determine: site specific.
          - Timing: Before commencing excavation for underpinning.
      • Findings: Submit details.
      • Backfill:
          - Below foundation level: Concrete.
          - Above foundation level but below ground supported slabs: Compacted hard
             core.
          - Elsewhere: Lean mix concrete.

170 DISCONNECTION OF SERVICES IN WORKING AREAS
      • Disconnections required: site specific.
          - Timing: Before commencing underpinning works within the building.
      • Reconnection: Ensure that services cannot be reinstated by site operatives without
          consent.

          TYPES OF UNDERPINNING

210 CONTINUOUS MASS CONCRETE UNDERPINNING
      • Underpinning blocks:
          - Depth: site specific.
          - Length (maximum): site specific.
          - Width on either side of wall centre line (minimum): site specific.
          - Depth of hard pack: Contractor's choice.
      • Materials:
          - Concrete: site specific.
          - Hard packing: site specific.
             Water content: Sufficient only to ensure that packing binds together.
      • Sequence: To approval.
      • Curing periods (minimum):
          - Between casting underpinning block and pinning up: site specific.
          - Between completion of pinning up and commencement of excavation for the
             next sequence of underpinning: site specific.
             Extend curing periods to allow for inclement weather.
      • Shear connection between underpinning blocks: site specific.
      • Features: site specific.

RotF generic (intermediate) NBS 2014  6118-AEW-XX-XX-NBS-A-01
   90   91   92   93   94   95   96   97   98   99   100