IPC-Stelle: E02D 33/00 [Version 7 (gültig ab 01.2000)]

SymbolTypTitel
ESKFIXED CONSTRUCTIONS
E02KLHYDRAULIC ENGINEERING; FOUNDATIONS; SOIL-SHIFTING
E02DUKLFOUNDATIONS; EXCAVATIONS; EMBANKMENTS (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)
E02D 1/02UGR1
.before construction work
E02D 1/04UGR2
. .Sampling of soil
E02D 1/06UGR2
. .Sampling of ground water
E02D 1/08UGR1
.after finishing the foundation structure
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)
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) [3]
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]
E02D 3/032UGR3
. . .Trench rollers [3]
E02D 3/039UGR3
. . .Slope rollers [3]
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]
E02D 3/054UGR3
. . .involving penetration of the soil, e.g. vibroflotation [3]
E02D 3/061UGR3
. . .Tampers with directly acting explosion chambers (pile drivers with explosion chambers E02D 7/12) [3]
E02D 3/068UGR3
. . .Vibrating apparatus operating with systems involving reciprocating masses (E02D 3/054 , E02D 3/061 take precedence) [3]
E02D 3/074UGR3
. . .Vibrating apparatus operating with systems involving rotary unbalanced masses (E02D 3/054 takes precedence) [3]
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)
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) [3]
E02D 3/11UGR1
.by thermal, electrical or electro-chemical means (freezing soil for interrupting passage of underground water E02D 19/14) [3]
E02D 3/115UGR2
. .by freezing [3]
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)
E02D 5/00HGRBulkheads, piles, or other structural elements specially adapted to foundation engineering (engineering elements in general F16)
E02D 5/02UGR1
.Sheet piles or sheet pile bulkheads
E02D 5/03UGR2
. .Prefabricated parts
E02D 5/04UGR3
. . .made of steel
E02D 5/06UGR4
. . . .Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
E02D 5/08UGR4
. . . .Locking forms; Edge joints; Pile crossings; Branch pieces
E02D 5/10UGR3
. . .made of concrete or reinforced concrete
E02D 5/12UGR4
. . . .Locking forms; Edge joints; Pile crossings; Branch pieces
E02D 5/14UGR2
. .Sealing joints between adjacent piles (sealing joints not restricted to foundation piles E04B 1/68)
E02D 5/16UGR2
. .Auxiliary devices rigidly or detachably arranged on sheet piles for facilitating assembly
E02D 5/18UGR1
.Bulkheads or similar walls made solely of concrete in situ
E02D 5/20UGR1
.Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
E02D 5/22UGR1
.Piles (sheet piles E02D 5/02)
E02D 5/24UGR2
. .Prefabricated piles
E02D 5/26UGR3
. . .made of timber with or without reinforcement; Means affording protection against spoiling of the wood (cases E02D 5/60; impregnating agents B27K 3/16); Self-cleaning of piles placed in water
E02D 5/28UGR3
. . .made of steel
E02D 5/30UGR3
. . .made of concrete or reinforced concrete or made of steel and concrete
E02D 5/32UGR3
. . .with arrangements for setting in position by fluid jets
E02D 5/34UGR2
. .Concrete or concrete-like piles cast in position
E02D 5/36UGR3
. . .making without use of mould-pipes or other moulds
E02D 5/38UGR3
. . .making by use of mould-pipes or other moulds
E02D 5/40UGR4
. . . .in open water
E02D 5/42UGR4
. . . .by making use of pressure liquid or pressure gas for compacting the concrete
E02D 5/44UGR4
. . . .with enlarged footing or enlargements at the bottom of the pile
E02D 5/46UGR3
. . .making in situ by forcing bonding agents into gravel fillings or the soil (consolidating soil in general E02D 3/12)
E02D 5/48UGR2
. .Piles varying in construction along their length
E02D 5/50UGR2
. .Piles comprising both precast concrete portions and concrete portions cast in situ
E02D 5/52UGR2
. .Piles composed of separable parts, e.g. telescopic tubes
E02D 5/54UGR2
. .Piles with prefabricated supports or anchoring parts; Anchoring piles
E02D 5/56UGR2
. .Screw piles
E02D 5/58UGR2
. .Prestressed concrete piles
E02D 5/60UGR2
. .Piles with protecting cases
E02D 5/62UGR2
. .Compacting the soil at the footing or in a casing by forcing cement or like material through tubes
E02D 5/64UGR2
. .Repairing piles
E02D 5/66UGR1
.Mould-pipes or other moulds
E02D 5/68UGR2
. .for making bulkheads
E02D 5/70UGR2
. .for making sheet piles
E02D 5/72UGR1
.Pile shoes
E02D 5/74UGR1
.Means for anchoring structural elements or bulkheads (anchoring piles E02D 5/54)
E02D 5/76UGR2
. .Anchorings for bulkheads or sections thereof
E02D 5/80UGR2
. .Ground anchors
E02D 7/00HGRMethods or apparatus for placing sheet pile bulkheads, piles, mould-pipes, or other moulds (for both placing and removing E02D 11/00)
E02D 7/02UGR1
.Placing by driving
E02D 7/04UGR2
. .Hand pile-drivers
E02D 7/06UGR2
. .Power-driven drivers
E02D 7/08UGR3
. . .Drop drivers with free-falling hammer
E02D 7/10UGR3
. . .with pressure-operated hammer
E02D 7/12UGR3
. . .Drivers with explosion chambers
E02D 7/14UGR3
. . .Components for drivers
E02D 7/16UGR4
. . . .Scaffolds for drivers
E02D 7/18UGR1
.Placing by vibrating
E02D 7/20UGR1
.Placing by pressure or pulling power
E02D 7/22UGR1
.Placing by screwing down
E02D 7/24UGR1
.Placing by using fluid jets
E02D 7/26UGR1
.Placing by using several means simultaneously
E02D 7/28UGR1
.Placing of hollow piles or mould-pipes by means arranged inside the piles or pipes
E02D 7/30UGR2
. .by driving cores
E02D 9/00HGRRemoving sheet pile bulkheads, piles, mould-pipes, or other moulds (for both placing and removing E02D 11/00)
E02D 9/02UGR1
.by withdrawing
E02D 9/04UGR1
.by cutting-off under water
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)
E02D 13/00HGRAccessories for placing or removing piles or bulkheads
E02D 13/02UGR1
.specially adapted for placing or removing bulkheads
E02D 13/04UGR1
.Guide devices; Guide frames
E02D 13/06UGR1
.for observation while placing
E02D 13/08UGR1
.Removing obstacles
E02D 13/10UGR1
.Follow-blocks of pile-drivers or like devices
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)
E02D 15/02UGR1
.Handling of bulk concrete specially for foundation purposes
E02D 15/04UGR2
. .Placing concrete in mould-pipes, pile tubes, boreholes, or narrow shafts
E02D 15/06UGR2
. .Placing concrete under water
E02D 15/08UGR1
.Sinking workpieces into water or soil
E02D 15/10UGR1
.Placing gravel or like material under water
E02D 17/00HGRExcavations; Bordering of excavations; Making embankments (soil shifting apparatus E02F; earth drilling E21)
E02D 17/02UGR1
.Foundation pits
E02D 17/04UGR2
. .Bordering or stiffening the sides of foundation pits
E02D 17/06UGR1
.Foundation ditches or narrow shafts
E02D 17/08UGR2
. .Bordering or stiffening the sides of ditches or narrow shafts for foundations
E02D 17/10UGR2
. .Covering trenches for foundations
E02D 17/12UGR2
. .Back-filling of foundation trenches or ditches
E02D 17/13UGR1
.Foundation slots; Implements for making these slots
E02D 17/16UGR1
.Loosening of soil or rock, under water (for correcting streams E02B 3/02; by dredgers or excavators E02F)
E02D 17/18UGR1
.Making embankments (E02D 17/20 takes precedence)
E02D 17/20UGR1
.Securing of slopes or inclines
E02D 19/00HGRKeeping dry foundation sites or other areas in the ground (sheet piles or bulkheads E02D 5/02)
E02D 19/02UGR1
.Restraining of open water
E02D 19/04UGR2
. .by coffer-dams
E02D 19/06UGR1
.Restraining of underground water
E02D 19/08UGR2
. .by employing open ditches arranged below the level of the water
E02D 19/10UGR2
. .by lowering level of ground water
E02D 19/12UGR2
. .by damming or interrupting the passage of underground water
E02D 19/14UGR3
. . .by freezing the soil (in connection with sinking shafts E21D 1/12)
E02D 19/16UGR3
. . .by placing or applying sealing substances (consolidating by placing solidifying or pore-filling substances in the soil E02D 3/12)
E02D 19/18UGR3
. . .by making use of sealing aprons (sealings or joints for engineering work E02B 3/16)
E02D 19/20UGR3
. . .by displacing the water, e.g. by compressed air
E02D 19/22UGR1
.Lining sumps in trenches
E02D 23/00HGRCaissons; Construction or placing of caissons (tunnels submerged into or built in open water E02D 29/063) [6]
E02D 23/02UGR1
.Caissons able to be floated on water and to be lowered into water in situ
E02D 23/04UGR1
.Pneumatic caissons
E02D 23/06UGR2
. .Bringing persons or material into, or out of, compressed air caissons
E02D 23/08UGR1
.Lowering or sinking caissons
E02D 23/10UGR2
. .Caissons filled with compressed air
E02D 23/12UGR2
. .Inclined lowering
E02D 23/14UGR2
. .Decreasing the skin friction while lowering
E02D 23/16UGR1
.Jointing caissons to the foundation soil, specially to uneven foundation soil
E02D 25/00HGRJoining caissons or like sunk units to each other under water
E02D 27/00HGRFoundations as substructures
E02D 27/01UGR1
.Flat foundations
E02D 27/02UGR2
. .Flat foundations without substantial excavation (E02D 27/04 , E02D 27/08 take precedence)
E02D 27/04UGR2
. .in water or on quicksand
E02D 27/06UGR3
. . .Floating caisson foundations
E02D 27/08UGR2
. .Reinforcements for flat foundations
E02D 27/10UGR1
.Deep foundations
E02D 27/12UGR2
. .Pile foundations
E02D 27/14UGR3
. . .Pile framings
E02D 27/16UGR3
. . .Foundations formed of separate piles
E02D 27/18UGR2
. .Foundations formed by making use of caissons
E02D 27/20UGR2
. .Caisson foundations combined with pile foundations
E02D 27/22UGR2
. .Caisson foundations made by starting from fixed or floating artificial islands by using protective bulkheads
E02D 27/24UGR1
.Foundations constructed by making use of diving-bells (equipment for dwelling or working under water B63C 11/00)
E02D 27/26UGR1
.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 to E02D 3/12)
E02D 27/28UGR1
.Stressing the soil or the foundation structure while forming foundations
E02D 27/30UGR1
.Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes
E02D 27/32UGR1
.Foundations for special purposes
E02D 27/34UGR2
. .Foundations for sinking or earthquake territories (building constructions with protection arrangements against earthquakes E04H 9/02)
E02D 27/35UGR2
. .Foundations formed in frozen ground, e.g. in permafrost soil [3]
E02D 27/36UGR2
. .Foundations formed in moors or bogs
E02D 27/38UGR2
. .Foundations for large tanks, e.g. oil tanks
E02D 27/40UGR2
. .Foundations for dams across valleys or for dam constructions
E02D 27/42UGR2
. .Foundations for poles, masts, or chimneys
E02D 27/44UGR2
. .Foundations for machines, engines, or ordnance (special layout of foundations with respect to machinery to be supported F16M 9/00)
E02D 27/46UGR2
. .Foundations for supply conduits or other canals
E02D 27/48UGR2
. .Foundations inserted underneath existing buildings or constructions
E02D 27/50UGR2
. .Anchored foundations
E02D 27/52UGR2
. .Submerged foundations
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 [6]
E02D 29/02UGR1
.Retaining or protecting walls (piers or quay walls E02B 3/06)
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 line; Methods of making them [6]
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]
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]
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]
E02D 29/067UGR2
. .Floating tunnels; Submerged bridge-like tunnels, i.e. tunnels supported by piers or the like above the water-bed (pontoons or floating bridges E01D 15/14) [6]
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]
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]
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]
E02D 29/09UGR1
.Constructions or methods of constructing, in water, not otherwise provided for [6]
E02D 29/12UGR1
.Manhole shafts; Other inspection or access chambers; Accessories therefor (for underground tanks B65D 90/10; for sewerage E03F 5/02) [6]
E02D 29/14UGR2
. .Covers for manholes or the like; Frames for covers [6]
E02D 29/16UGR1
.Arrangement or construction of joints in foundation structures (sealing joints not restricted to foundation structures E04B 1/68)
E02D 31/00HGRProtective arrangements for foundations or foundation structures; Ground 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)
E02D 31/02UGR1
.against ground humidity or ground water
E02D 31/04UGR2
. .Watertight packings for use under hydraulic pressure
E02D 31/06UGR1
.against corrosion by soil or water
E02D 31/08UGR1
.against transmission of vibrations or movements in the foundation soil
E02D 31/10UGR1
.against soil pressure or hydraulic pressure
E02D 31/12UGR2
. .against upward hydraulic pressure
E02D 31/14UGR2
. .against frost heaves in soil [3]
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)
E02D 35/00HGRStraightening, lifting, or lowering of foundation structures or of constructions erected on foundations
E02D 37/00HGRRepair of damaged foundations or foundation structures