(0)E02D:2/3:
IPC6
SECTION E - FIXED CONSTRUCTIONS
FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR...
E02D
3/4
<<   >>   E02D019/00 - E02D027/52  

19
/ 00 Keeping dry foundation sites or other areas in the ground (sheet piles or bulkheads E 02 D 5/02)

19
/ 02 Restraining of open water  

19
/ 04 by coffer-dams  

19
/ 06 Restraining of underground water  

19
/ 08 by employing open ditches arranged below the level of the water  

19
/ 10 by lowering level of ground water  

19
/ 12 by damming or interrupting the passage of underground water  

19
/ 14 by freezing the soil (in connection with sinking shafts E 21 D 1/12)  

19
/ 16 by placing or applying sealing substances (consolidating by placing solidifying or pore-filling substances in the soil E 02 D 3/12)  

19
/ 18 by making use of sealing aprons (sealings or joints for engineering work E 02 B 3/16)  

19
/ 20 by displacing the water, e.g. by compressed air  

19
/ 22 Lining sumps in trenches  
 

23
/ 00 Caissons; Construction or placing of caissons (tunnels submerged into or built in open water E 02 D 29/063) [6]

23
/ 02 Caissons able to be floated on water and to be lowered into water in situ  

23
/ 04 Pneumatic caissons  

23
/ 06 Bringing persons or material into, or out of, compressed air caissons  

23
/ 08 Lowering or sinking caissons  

23
/ 10 Caissons filled with compressed air  

23
/ 12 Inclined lowering  

23
/ 14 Decreasing the skin friction while lowering  

23
/ 16 Jointing caissons to the foundation soil, specially to uneven foundation soil  
 

25
/ 00 Joining caissons or like sunk units to each other under water
 

27
/ 00 Foundations as substructures

27
/ 01 Flat foundations  

27
/ 02 Flat foundations without substantial excavation (E 02 D 27/04, E 02 D 27/08 take precedence)  

27
/ 04 in water or on quicksand  

27
/ 06 Floating caisson foundations  

27
/ 08 Reinforcements for flat foundations  

27
/ 10 Deep foundations  

27
/ 12 Pile foundations  

27
/ 14 Pile framings  

27
/ 16 Foundations formed of separate piles  

27
/ 18 Foundations formed by making use of caissons  

27
/ 20 Caisson foundations combined with pile foundations  

27
/ 22 Caisson foundations made by starting from fixed or floating artificial islands by using protective bulkheads  

27
/ 24 Foundations constructed by making use of diving-bells (equipment for dwelling or working under water B 63 C 11/00)  

27
/ 26 Compacting soil locally before forming foundations; Construction of foundation structures by forcing binding substances into gravel fillings (consolidating foundation soil in general E 02 D 3/02 to E 02 D 3/12)  

27
/ 28 Stressing the soil or the foundation structure while forming foundations  

27
/ 30 Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes  

27
/ 32 Foundations for special purposes  

27
/ 34 Foundations for sinking or earthquake territories (building constructions with protection arrangements against earthquakes E 04 H 9/02)  

27
/ 35 Foundations formed in frozen ground, e.g. in permafrost soil [3]  

27
/ 36 Foundations formed in moors or bogs  

27
/ 38 Foundations for large tanks, e.g. oil tanks  

27
/ 40 Foundations for dams across valleys or for dam constructions  

27
/ 42 Foundations for poles, masts, or chimneys  

27
/ 44 Foundations for machines, engines, or ordnance (special layout of foundations with respect to machinery to be supported F 16 M 9/00)  

27
/ 46 Foundations for supply conduits or other canals  

27
/ 48 Foundations inserted underneath exisiting buildings or constructions  

27
/ 50 Anchored foundations  

27
/ 52 Submerged foundations  

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