FI (list display)

  • E02D27/00
  • Foundations as substructures HB CC 2D046
  • E02D27/00@A
  • Anchor bolts HB CC 2D046
  • E02D27/00@B
  • .Positioning on foundation HB CC 2D046
  • E02D27/00@C
  • Joining foundation and upper structures HB CC 2D046
  • E02D27/00@D
  • .Joining with struts HB CC 2D046
  • E02D27/00@E
  • .Joining with walls HB CC 2D046
  • E02D27/00@Z
  • Others HB CC 2D046
  • E02D27/01
  • .Flat foundations HB CC 2D046
  • E02D27/01@A
  • Consisting of prefabricated solid blocks and site-installed concrete HB CC 2D046
  • E02D27/01@C
  • Foundation moulds HB CC 2D046
  • E02D27/01@D
  • .Permanent moulds; disposable moulds HB CC 2D046
  • E02D27/01@Z
  • Others HB CC 2D046
  • E02D27/01,101
  • ..Consisting of prefabricated blocks and site-installed concrete HB CC 2D046
  • E02D27/01,101@A
  • Protecting foundation HB CC 2D046
  • E02D27/01,101@C
  • Continuous foundations HB CC 2D046
  • E02D27/01,101@D
  • .Consisting of plan view of T, L or cross shaped members HB CC 2D046
  • E02D27/01,101@Z
  • Others HB CC 2D046
  • E02D27/01,102
  • ..by prefabricated blocks HB CC 2D046
  • E02D27/01,102@A
  • Independent foundations HB CC 2D046
  • E02D27/01,102@Z
  • Others HB CC 2D046
  • E02D27/02
  • ..Flat foundations without substantial excavation (E02D 27/04, E02D 27/08 take precedence) HB CC 2D046
  • E02D27/04
  • ..in water or on quicksand HB CC 2D046
  • E02D27/06
  • ...Floating caisson foundations HB CC 2D046
  • E02D27/08
  • ..Reinforcements for flat foundations HB CC 2D046
  • E02D27/10
  • .Deep foundations HB CC 2D046
  • E02D27/12
  • ..Pile foundations HB CC 2D046
  • E02D27/12@A
  • Pile head blockers HB CC 2D046
  • E02D27/12@Z
  • Others HB CC 2D046
  • E02D27/14
  • ...Pile framings HB CC 2D046
  • E02D27/16
  • ...Foundations formed of separate piles HB CC 2D046
  • E02D27/18
  • ..Foundations formed by making use of caissons HB CC 2D046
  • E02D27/20
  • ..Caisson foundations combined with pile foundations HB CC 2D046
  • E02D27/22
  • ..Caisson foundations made by starting from fixed or floating artificial islands by using protective bulkheads HB CC 2D046
  • E02D27/24
  • .Foundations constructed by making use of diving-bells (equipment for dwelling or working under water B63C 11/00) HB CC 2D046
  • E02D27/26
  • .Compacting soil locally before forming foundations; Construction of foundation structures by forcing binding substances into gravel fillings (consolidating foundation soil in general E02D 3/02-E02D 3/12) HB CC 2D046
  • E02D27/28
  • .Stressing the soil or the foundation structure while forming foundations HB CC 2D046
  • E02D27/30
  • .Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes HB CC 2D046
  • E02D27/32
  • .Foundations for special purposes HB CC 2D046
  • E02D27/32@A
  • Foundations for skyscrapers, bridges, plants HB CC 2D046
  • E02D27/32@Z
  • Others HB CC 2D046
  • E02D27/34
  • ..Foundations for sinking or earthquake territories (building constructions with protection arrangements against earthquakes E04H 9/02) HB CC 2D046
  • E02D27/34@A
  • Foundations for earthquakes HB CC 2D046
  • E02D27/34@B
  • .Quake absorbing HB CC 2D046
  • E02D27/34@Z
  • Others HB CC 2D046
  • E02D27/35
  • ..Foundations formed in frozen ground, e.g. in permafrost soil [3] HB CC 2D046
  • E02D27/36
  • ..Foundations formed in moors or bogs HB CC 2D046
  • E02D27/38
  • ..Foundations for large tanks, e.g. oil tanks HB CC 2D046
  • E02D27/38@A
  • Waterproofing; corrosion-proofing; preventing or detecting diffusion of leaked fluids HB CC 2D046
  • E02D27/38@B
  • Preventing uneven sinking; correction (E 02 D 35/00 takes precedence) HB CC 2D046
  • E02D27/38@C
  • Foundations for low-temperature tanks (F 17 C takes precedence) HB CC 2D046
  • E02D27/38@Z
  • Others HB CC 2D046
  • E02D27/40
  • ..Foundations for dams across valleys or for dam constructions HB CC 2D046
  • E02D27/42
  • ..Foundations for poles, masts, or chimneys HB CC 2D046
  • E02D27/42@A
  • Resisting bodies, e.g. resisting plates, guy anchors HB CC 2D046
  • E02D27/42@B
  • Prefabricated blocks (A takes precedence) HB CC 2D046
  • E02D27/42@C
  • by solidifying materials, e.g. using of mortar HB CC 2D046
  • E02D27/42@Z
  • Others HB CC 2D046
  • E02D27/44
  • ..Foundations for machines, engines, or ordnance (special layout of foundations with respect to machinery to be supported F16M 9/00) HB CC 2D046
  • E02D27/44@A
  • Seismic-proof HB CC 2D046
  • E02D27/44@B
  • Leveling; cantering HB CC 2D046
  • E02D27/44@Z
  • Others HB CC 2D046
  • E02D27/46
  • ..Foundations for supply conduits or other canals HB CC 2D046
  • E02D27/48
  • ..Foundations inserted underneath existing buildings or constructions HB CC 2D046
  • E02D27/50
  • ..Anchored foundations HB CC 2D046
  • E02D27/52
  • ..Submerged foundations HB CC 2D046
  • E02D27/52@A
  • with piles HB CC 2D046
  • E02D27/52@Z
  • Others HB CC 2D046
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