IPC-Stelle: E02D 27/06 [Version 2017.01]

SymbolTypTitel
ESKFIXED CONSTRUCTIONS
E02KLHYDRAULIC ENGINEERINGFOUNDATIONSSOIL-SHIFTING
E02DUKLFOUNDATIONSEXCAVATIONSEMBANKMENTS (specially adapted for hydraulic engineering E02B)UNDERGROUND OR UNDERWATER STRUCTURES [6]
E02D 1/00HGRInvestigation of foundation soil in situ (investigation involving boring or specially adapted to earth drilling E21B 25/00, E21B 49/00; investigating or analysing materials by determining their chemical or physical properties, in general G01N, e.g. sampling G01N 1/00) [1, 2006.01]
E02D 1/02UGR1
.before construction work [1, 2006.01]
E02D 1/04UGR2
. .Sampling of soil [1, 2006.01]
E02D 1/06UGR2
. .Sampling of ground water [1, 2006.01]
E02D 1/08UGR1
.after finishing the foundation structure [1, 2006.01]
E02D 3/00HGRImproving or preserving soil or rock, e.g. preserving permafrost soil (securing of slopes or inclines E02D 17/20; damming or interrupting passage of underground water E02D 19/12; improving soil for agricultural purposes A01; soil stabilisation for road building or like purposes E01C 21/00, E01C 23/10; setting rock anchoring bolts E21D) [1, 2006.01]
E02D 3/02UGR1
.Improving by compacting (E02D 3/11 takes precedence; compacting soil locally before or while forming foundations E02D 27/26, E02D 27/28) [1, 3, 2006.01]
E02D 3/026UGR2
. .by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers (rollers for soil working in agriculture A01B 29/00; rollers for road paving, such rollers usable also for compacting soil E01C 19/23) [3, 2006.01]
E02D 3/032UGR3
. . .Trench rollers [3, 2006.01]
E02D 3/039UGR3
. . .Slope rollers [3, 2006.01]
E02D 3/046UGR2
. .by tamping or vibrating, e.g. with auxiliary watering of the soil (E02D 3/026, E02D 3/08 take precedence; tamping or vibrating apparatus for working ballast on railways E01B 27/00, for consolidating paving materials E01C 19/30, for consolidating concrete in general E04G 21/06) [3, 2006.01]
E02D 3/054UGR3
. . .involving penetration of the soil, e.g. vibroflotation [3, 2006.01]
E02D 3/061UGR3
. . .Tampers with directly acting explosion chambers (pile drivers with explosion chambers E02D 7/12) [3, 2006.01]
E02D 3/068UGR3
. . .Vibrating apparatus operating with systems involving reciprocating masses (E02D 3/054, E02D 3/061 take precedence) [3, 2006.01]
E02D 3/074UGR3
. . .Vibrating apparatus operating with systems involving rotary unbalanced masses (E02D 3/054 takes precedence) [3, 2006.01]
E02D 3/08UGR2
. .by inserting stones or lost bodies, e.g. compaction piles (sand drains for soil compaction E02D 3/10; stressing soil while forming foundations E02D 27/28) [1, 2006.01]
E02D 3/10UGR2
. .by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains (E02D 3/11 takes precedence; soil-penetrating vibrators with auxiliary watering E02D 3/054; drainage of soil in general E02B 11/00) [1, 3, 2006.01]
E02D 3/11UGR1
.by thermal, electrical or electro-chemical means (freezing soil for interrupting passage of underground water E02D 19/14) [3, 2006.01]
E02D 3/115UGR2
. .by freezing [3, 2006.01]
E02D 3/12UGR1
.Consolidating by placing solidifying or pore-filling substances in the soil (making piles E02D 5/46; soil-conditioning or soil-stabilising materials C09K 17/00) [1, 2006.01]
E02D 5/00HGRBulkheads, piles, or other structural elements specially adapted to foundation engineering (engineering elements in general F16) [1, 2006.01]
E02D 5/02UGR1
.Sheet piles or sheet pile bulkheads [1, 2006.01]
E02D 5/03UGR2
. .Prefabricated parts [1, 2006.01]
E02D 5/04UGR3
. . .made of steel [1, 2006.01]
E02D 5/06UGR4
. . . .Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles [1, 2006.01]
E02D 5/08UGR4
. . . .Locking formsEdge jointsPile crossingsBranch pieces [1, 2006.01]
E02D 5/10UGR3
. . .made of concrete or reinforced concrete [1, 2006.01]
E02D 5/12UGR4
. . . .Locking formsEdge jointsPile crossingsBranch pieces [1, 2006.01]
E02D 5/14UGR2
. .Sealing joints between adjacent piles (sealing joints not restricted to foundation piles E04B 1/68) [1, 2006.01]
E02D 5/16UGR2
. .Auxiliary devices rigidly or detachably arranged on sheet piles for facilitating assembly [1, 2006.01]
E02D 5/18UGR1
.Bulkheads or similar walls made solely of concrete in situ [1, 2006.01]
E02D 5/20UGR1
.Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ [1, 2006.01]
E02D 5/22UGR1
.Piles (sheet piles E02D 5/02) [1, 2006.01]
E02D 5/24UGR2
. .Prefabricated piles [1, 2006.01]
E02D 5/26UGR3
. . .made of timber with or without reinforcementMeans affording protection against spoiling of the wood (cases E02D 5/60; impregnating agents B27K 3/16)Self-cleaning of piles placed in water [1, 2006.01]
E02D 5/28UGR3
. . .made of steel [1, 2006.01]
E02D 5/30UGR3
. . .made of concrete or reinforced concrete or made of steel and concrete [1, 2006.01]
E02D 5/32UGR3
. . .with arrangements for setting in position by fluid jets [1, 2006.01]
E02D 5/34UGR2
. .Concrete or concrete-like piles cast in position [1, 2006.01]
E02D 5/36UGR3
. . .making without use of mould-pipes or other moulds [1, 2006.01]
E02D 5/38UGR3
. . .making by use of mould-pipes or other moulds [1, 2006.01]
E02D 5/40UGR4
. . . .in open water [1, 2006.01]
E02D 5/42UGR4
. . . .by making use of pressure liquid or pressure gas for compacting the concrete [1, 2006.01]
E02D 5/44UGR4
. . . .with enlarged footing or enlargements at the bottom of the pile [1, 2006.01]
E02D 5/46UGR3
. . .making in situ by forcing bonding agents into gravel fillings or the soil (consolidating soil in general E02D 3/12) [1, 2006.01]
E02D 5/48UGR2
. .Piles varying in construction along their length [1, 2006.01]
E02D 5/50UGR2
. .Piles comprising both precast concrete portions and concrete portions cast in situ [1, 2006.01]
E02D 5/52UGR2
. .Piles composed of separable parts, e.g. telescopic tubes [1, 2006.01]
E02D 5/54UGR2
. .Piles with prefabricated supports or anchoring partsAnchoring piles [1, 2006.01]
E02D 5/56UGR2
. .Screw piles [1, 2006.01]
E02D 5/58UGR2
. .Prestressed concrete piles [1, 2006.01]
E02D 5/60UGR2
. .Piles with protecting cases [1, 2006.01]
E02D 5/62UGR2
. .Compacting the soil at the footing or in a casing by forcing cement or like material through tubes [1, 2006.01]
E02D 5/64UGR2
. .Repairing piles [1, 2006.01]
E02D 5/66UGR1
.Mould-pipes or other moulds [1, 2006.01]
E02D 5/68UGR2
. .for making bulkheads [1, 2006.01]
E02D 5/70UGR2
. .for making sheet piles [1, 2006.01]
E02D 5/72UGR1
.Pile shoes [1, 2006.01]
E02D 5/74UGR1
.Means for anchoring structural elements or bulkheads (anchoring piles E02D 5/54) [1, 2006.01]
E02D 5/76UGR2
. .Anchorings for bulkheads or sections thereof [1, 2006.01]
E02D 5/80UGR2
. .Ground anchors [1, 2006.01]
E02D 7/00HGRMethods or apparatus for placing sheet pile bulkheads, piles, mould-pipes, or other moulds (for both placing and removing E02D 11/00) [1, 2006.01]
E02D 7/02UGR1
.Placing by driving [1, 2006.01]
E02D 7/04UGR2
. .Hand pile-drivers [1, 2006.01]
E02D 7/06UGR2
. .Power-driven drivers [1, 2006.01]
E02D 7/08UGR3
. . .Drop drivers with free-falling hammer [1, 2006.01]
E02D 7/10UGR3
. . .with pressure-operated hammer [1, 2006.01]
E02D 7/12UGR3
. . .Drivers with explosion chambers [1, 2006.01]
E02D 7/14UGR3
. . .Components for drivers [1, 2006.01]
E02D 7/16UGR4
. . . .Scaffolds for drivers [1, 2006.01]
E02D 7/18UGR1
.Placing by vibrating [1, 2006.01]
E02D 7/20UGR1
.Placing by pressure or pulling power [1, 2006.01]
E02D 7/22UGR1
.Placing by screwing down [1, 2006.01]
E02D 7/24UGR1
.Placing by using fluid jets [1, 2006.01]
E02D 7/26UGR1
.Placing by using several means simultaneously [1, 2006.01]
E02D 7/28UGR1
.Placing of hollow piles or mould-pipes by means arranged inside the piles or pipes [1, 2006.01]
E02D 7/30UGR2
. .by driving cores [1, 2006.01]
E02D 9/00HGRRemoving sheet pile bulkheads, piles, mould-pipes, or other moulds (for both placing and removing E02D 11/00) [1, 2006.01]
E02D 9/02UGR1
.by withdrawing [1, 2006.01]
E02D 9/04UGR1
.by cutting-off under water [1, 2006.01]
E02D 11/00HGRMethods or apparatus for both placing and removing sheet pile bulkheads, piles, or mould-pipes (features relating to placing only E02D 7/00, to removing only E02D 9/00) [1, 2006.01]
E02D 13/00HGRAccessories for placing or removing piles or bulkheads [1, 2006.01]
E02D 13/02UGR1
.specially adapted for placing or removing bulkheads [1, 2006.01]
E02D 13/04UGR1
.Guide devicesGuide frames [1, 2006.01]
E02D 13/06UGR1
.for observation while placing [1, 2006.01]
E02D 13/08UGR1
.Removing obstacles [1, 2006.01]
E02D 13/10UGR1
.Follow-blocks of pile-drivers or like devices [1, 2006.01]
E02D 15/00HGRHandling building or like materials for hydraulic engineering or foundations (conveying or working-up concrete or similar masses in general E04G 21/02) [1, 2006.01]
E02D 15/02UGR1
.Handling of bulk concrete specially for foundation purposes [1, 2006.01]
E02D 15/04UGR2
. .Placing concrete in mould-pipes, pile tubes, boreholes, or narrow shafts [1, 2006.01]
E02D 15/06UGR2
. .Placing concrete under water [1, 2006.01]
E02D 15/08UGR1
.Sinking workpieces into water or soil [1, 2006.01]
E02D 15/10UGR1
.Placing gravel or like material under water [1, 2006.01]
E02D 17/00HGRExcavationsBordering of excavationsMaking embankments (soil shifting apparatus E02F; earth drilling E21) [1, 2006.01]
E02D 17/02UGR1
.Foundation pits [1, 2006.01]
E02D 17/04UGR2
. .Bordering or stiffening the sides of foundation pits [1, 2006.01]
E02D 17/06UGR1
.Foundation ditches or narrow shafts [1, 2006.01]
E02D 17/08UGR2
. .Bordering or stiffening the sides of ditches or narrow shafts for foundations [1, 2006.01]
E02D 17/10UGR2
. .Covering trenches for foundations [1, 2006.01]
E02D 17/12UGR2
. .Back-filling of foundation trenches or ditches [1, 2006.01]
E02D 17/13UGR1
.Foundation slotsImplements for making these slots [1, 2006.01]
E02D 17/16UGR1
.Loosening of soil or rock, under water (for correcting streams E02B 3/02; by dredgers or excavators E02F) [1, 2006.01]
E02D 17/18UGR1
.Making embankments (E02D 17/20 takes precedence) [1, 2006.01]
E02D 17/20UGR1
.Securing of slopes or inclines [1, 2006.01]
E02D 19/00HGRKeeping dry foundation sites or other areas in the ground (sheet piles or bulkheads E02D 5/02) [1, 2006.01]
E02D 19/02UGR1
.Restraining of open water [1, 2006.01]
E02D 19/04UGR2
. .by coffer-dams [1, 2006.01]
E02D 19/06UGR1
.Restraining of underground water [1, 2006.01]
E02D 19/08UGR2
. .by employing open ditches arranged below the level of the water [1, 2006.01]
E02D 19/10UGR2
. .by lowering level of ground water [1, 2006.01]
E02D 19/12UGR2
. .by damming or interrupting the passage of underground water [1, 2006.01]
E02D 19/14UGR3
. . .by freezing the soil (in connection with sinking shafts E21D 1/12) [1, 2006.01]
E02D 19/16UGR3
. . .by placing or applying sealing substances (consolidating by placing solidifying or pore-filling substances in the soil E02D 3/12) [1, 2006.01]
E02D 19/18UGR3
. . .by making use of sealing aprons (sealings or joints for engineering work E02B 3/16) [1, 2006.01]
E02D 19/20UGR3
. . .by displacing the water, e.g. by compressed air [1, 2006.01]
E02D 19/22UGR1
.Lining sumps in trenches [1, 2006.01]
E02D 23/00HGRCaissonsConstruction or placing of caissons (tunnels submerged into or built in open water E02D 29/063) [1, 6, 2006.01]
E02D 23/02UGR1
.Caissons able to be floated on water and to be lowered into water in situ [1, 2006.01]
E02D 23/04UGR1
.Pneumatic caissons [1, 2006.01]
E02D 23/06UGR2
. .Bringing persons or material into, or out of, compressed air caissons [1, 2006.01]
E02D 23/08UGR1
.Lowering or sinking caissons [1, 2006.01]
E02D 23/10UGR2
. .Caissons filled with compressed air [1, 2006.01]
E02D 23/12UGR2
. .Inclined lowering [1, 2006.01]
E02D 23/14UGR2
. .Decreasing the skin friction while lowering [1, 2006.01]
E02D 23/16UGR1
.Jointing caissons to the foundation soil, specially to uneven foundation soil [1, 2006.01]
E02D 25/00HGRJoining caissons or like sunk units to each other under water [1, 2006.01]
E02D 27/00HGRFoundations as substructures [1, 2006.01]
E02D 27/01UGR1
.Flat foundations [1, 2006.01]
E02D 27/02UGR2
. .Flat foundations without substantial excavation (E02D 27/04, E02D 27/08 take precedence) [1, 2006.01]
E02D 27/04UGR2
. .in water or on quicksand [1, 2006.01]
E02D 27/06UGR3
. . .Floating caisson foundations [1, 2006.01]
E02D 27/08UGR2
. .Reinforcements for flat foundations [1, 2006.01]
E02D 27/10UGR1
.Deep foundations [1, 2006.01]
E02D 27/12UGR2
. .Pile foundations [1, 2006.01]
E02D 27/14UGR3
. . .Pile framings [1, 2006.01]
E02D 27/16UGR3
. . .Foundations formed of separate piles [1, 2006.01]
E02D 27/18UGR2
. .Foundations formed by making use of caissons [1, 2006.01]
E02D 27/20UGR2
. .Caisson foundations combined with pile foundations [1, 2006.01]
E02D 27/22UGR2
. .Caisson foundations made by starting from fixed or floating artificial islands by using protective bulkheads [1, 2006.01]
E02D 27/24UGR1
.Foundations constructed by making use of diving-bells (equipment for dwelling or working under water B63C 11/00) [1, 2006.01]
E02D 27/26UGR1
.Compacting soil locally before forming foundationsConstruction of foundation structures by forcing binding substances into gravel fillings (consolidating foundation soil in general E02D 3/02-E02D 3/12) [1, 2006.01]
E02D 27/28UGR1
.Stressing the soil or the foundation structure while forming foundations [1, 2006.01]
E02D 27/30UGR1
.Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes [1, 2006.01]
E02D 27/32UGR1
.Foundations for special purposes [1, 2006.01]
E02D 27/34UGR2
. .Foundations for sinking or earthquake territories (building constructions with protection arrangements against earthquakes E04H 9/02) [1, 2006.01]
E02D 27/35UGR2
. .Foundations formed in frozen ground, e.g. in permafrost soil [3, 2006.01]
E02D 27/36UGR2
. .Foundations formed in moors or bogs [1, 2006.01]
E02D 27/38UGR2
. .Foundations for large tanks, e.g. oil tanks [1, 2006.01]
E02D 27/40UGR2
. .Foundations for dams across valleys or for dam constructions [1, 2006.01]
E02D 27/42UGR2
. .Foundations for poles, masts, or chimneys [1, 2006.01]
E02D 27/44UGR2
. .Foundations for machines, engines, or ordnance (special layout of foundations with respect to machinery to be supported F16M 9/00) [1, 2006.01]
E02D 27/46UGR2
. .Foundations for supply conduits or other canals [1, 2006.01]
E02D 27/48UGR2
. .Foundations inserted underneath existing buildings or constructions [1, 2006.01]
E02D 27/50UGR2
. .Anchored foundations [1, 2006.01]
E02D 27/52UGR2
. .Submerged foundations [1, 2006.01]
E02D 29/00HGRUnderground or underwater structures (underground tanks B65D 88/76; hydraulic engineering, e.g. sealings or joints, E02B; underground garages E04H 6/00; underground air-raid shelters E04H 9/12; burial vaults E04H 13/00)Retaining walls [1, 6, 2006.01]
E02D 29/02UGR1
.Retaining or protecting walls (piers or quay walls E02B 3/06) [1, 2006.01]
E02D 29/045UGR1
.Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location lineMethods of making them [6, 2006.01]
E02D 29/05UGR2
. .at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench [6, 2006.01]
E02D 29/055UGR3
. . .further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel [6, 2006.01]
E02D 29/063UGR1
.Tunnels submerged into, or built in, open water (construction or placing of caissons in general E02D 23/00; joining caissons to each other under water, in general E02D 25/00) [6, 2006.01]
E02D 29/067UGR2
. .Floating tunnelsSubmerged bridge-like tunnels, i.e. tunnels supported by piers or the like above the water-bed (pontoons or floating bridges E01D 15/14) [6, 2006.01]
E02D 29/07UGR2
. .Tunnels or shuttering therefor preconstructed as a whole or continuously made, and moved into place on the water-bed, e.g. into a preformed trench [6, 2006.01]
E02D 29/073UGR2
. .Tunnels or shuttering therefor assembled from sections individually sunk onto, or laid on, the water-bed, e.g. in a preformed trench (caisson-type sections lowered onto the water-bed E02D 29/077) [6, 2006.01]
E02D 29/077UGR2
. .Tunnels at least partially built beneath the water-bed characterised by being made by methods involving disturbance thereof all along the location line, e.g. by cut-and-cover or caisson methods [6, 2006.01]
E02D 29/09UGR1
.Constructions or methods of constructing, in water, not otherwise provided for [6, 2006.01]
E02D 29/12UGR1
.Manhole shaftsOther inspection or access chambersAccessories therefor (for underground tanks B65D 90/10; for sewerage E03F 5/02) [1, 6, 2006.01]
E02D 29/14UGR2
. .Covers for manholes or the likeFrames for covers [1, 6, 2006.01]
E02D 29/16UGR1
.Arrangement or construction of joints in foundation structures (sealing joints not restricted to foundation structures E04B 1/68) [1, 2006.01]
E02D 31/00HGRProtective arrangements for foundations or foundation structuresGround foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution (spillage retaining means for tanks B65D 90/24) [1, 2006.01]
E02D 31/02UGR1
.against ground humidity or ground water [1, 2006.01]
E02D 31/04UGR2
. .Watertight packings for use under hydraulic pressure [1, 2006.01]
E02D 31/06UGR1
.against corrosion by soil or water [1, 2006.01]
E02D 31/08UGR1
.against transmission of vibrations or movements in the foundation soil [1, 2006.01]
E02D 31/10UGR1
.against soil pressure or hydraulic pressure [1, 2006.01]
E02D 31/12UGR2
. .against upward hydraulic pressure [1, 2006.01]
E02D 31/14UGR2
. .against frost heaves in soil [3, 2006.01]
E02D 33/00HGRTesting foundations or foundation structures (testing methods or apparatus, see the relevant subclasses of class G01; testing structures or apparatus as regards function, in general, G01M; investigating or analysing materials by determining their chemical or physical properties, in general G01N) [1, 2006.01]
E02D 35/00HGRStraightening, lifting, or lowering of foundation structures or of constructions erected on foundations [1, 2006.01]
E02D 37/00HGRRepair of damaged foundations or foundation structures [1, 2006.01]