E | SK | FIXED CONSTRUCTIONS |
E02 | KL | HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL-SHIFTING |
E02D | UKL | FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES [6] |
E02D 1/00 | HGR | Investigation 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 1/02 | UGR1 | . | before construction work [1, 2006.01] |
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E02D 1/04 | UGR2 | . . | Sampling of soil [1, 2006.01] |
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E02D 1/06 | UGR2 | . . | Sampling of ground water [1, 2006.01] |
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E02D 1/08 | UGR1 | . | after finishing the foundation structure [1, 2006.01] |
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E02D 3/00 | HGR | Improving 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 3/02 | UGR1 | . | 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] |
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E02D 3/026 | UGR2 | . . | 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] |
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E02D 3/032 | UGR3 | . . . | Trench rollers [3, 2006.01] |
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E02D 3/039 | UGR3 | . . . | Slope rollers [3, 2006.01] |
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E02D 3/046 | UGR2 | . . | 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] |
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E02D 3/054 | UGR3 | . . . | involving penetration of the soil, e.g. vibroflotation [3, 2006.01] |
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E02D 3/061 | UGR3 | . . . | Tampers with directly acting explosion chambers (pile drivers with explosion chambers E02D 7/12) [3, 2006.01] |
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E02D 3/068 | UGR3 | . . . | Vibrating apparatus operating with systems involving reciprocating masses (E02D 3/054, E02D 3/061 take precedence) [3, 2006.01] |
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E02D 3/074 | UGR3 | . . . | Vibrating apparatus operating with systems involving rotary unbalanced masses (E02D 3/054 takes precedence) [3, 2006.01] |
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E02D 3/08 | UGR2 | . . | 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] |
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E02D 3/10 | UGR2 | . . | 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] |
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E02D 3/11 | UGR1 | . | by thermal, electrical or electro-chemical means (freezing soil for interrupting passage of underground water E02D 19/14) [3, 2006.01] |
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E02D 3/115 | UGR2 | . . | by freezing [3, 2006.01] |
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E02D 3/12 | UGR1 | . | 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] |
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E02D 5/00 | HGR | Bulkheads, piles, or other structural elements specially adapted to foundation engineering (engineering elements in general F16) [1, 2006.01] |
E02D 5/02 | UGR1 | . | Sheet piles or sheet pile bulkheads [1, 2006.01] |
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E02D 5/03 | UGR2 | . . | Prefabricated parts [1, 2006.01] |
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E02D 5/04 | UGR3 | . . . | made of steel [1, 2006.01] |
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E02D 5/06 | UGR4 | . . . . | Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles [1, 2006.01] |
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E02D 5/08 | UGR4 | . . . . | Locking forms; Edge joints; Pile crossings; Branch pieces [1, 2006.01] |
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E02D 5/10 | UGR3 | . . . | made of concrete or reinforced concrete [1, 2006.01] |
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E02D 5/12 | UGR4 | . . . . | Locking forms; Edge joints; Pile crossings; Branch pieces [1, 2006.01] |
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E02D 5/14 | UGR2 | . . | Sealing joints between adjacent piles (sealing joints not restricted to foundation piles E04B 1/68) [1, 2006.01] |
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E02D 5/16 | UGR2 | . . | Auxiliary devices rigidly or detachably arranged on sheet piles for facilitating assembly [1, 2006.01] |
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E02D 5/18 | UGR1 | . | Bulkheads or similar walls made solely of concrete in situ [1, 2006.01] |
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E02D 5/20 | UGR1 | . | Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ [1, 2006.01] |
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E02D 5/22 | UGR1 | |
E02D 5/24 | UGR2 | . . | Prefabricated piles [1, 2006.01] |
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E02D 5/26 | UGR3 | . . . | 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 [1, 2006.01] |
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E02D 5/28 | UGR3 | . . . | made of steel [1, 2006.01] |
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E02D 5/30 | UGR3 | . . . | made of concrete or reinforced concrete or made of steel and concrete [1, 2006.01] |
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E02D 5/32 | UGR3 | . . . | with arrangements for setting in position by fluid jets [1, 2006.01] |
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E02D 5/34 | UGR2 | . . | Concrete or concrete-like piles cast in position [1, 2006.01] |
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E02D 5/36 | UGR3 | . . . | making without use of mould-pipes or other moulds [1, 2006.01] |
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E02D 5/38 | UGR3 | . . . | making by use of mould-pipes or other moulds [1, 2006.01] |
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E02D 5/40 | UGR4 | . . . . | in open water [1, 2006.01] |
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E02D 5/42 | UGR4 | . . . . | by making use of pressure liquid or pressure gas for compacting the concrete [1, 2006.01] |
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E02D 5/44 | UGR4 | . . . . | with enlarged footing or enlargements at the bottom of the pile [1, 2006.01] |
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E02D 5/46 | UGR3 | . . . | making in situ by forcing bonding agents into gravel fillings or the soil (consolidating soil in general E02D 3/12) [1, 2006.01] |
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E02D 5/48 | UGR2 | . . | Piles varying in construction along their length [1, 2006.01] |
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E02D 5/50 | UGR2 | . . | Piles comprising both precast concrete portions and concrete portions cast in situ [1, 2006.01] |
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E02D 5/52 | UGR2 | . . | Piles composed of separable parts, e.g. telescopic tubes [1, 2006.01] |
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E02D 5/54 | UGR2 | . . | Piles with prefabricated supports or anchoring parts; Anchoring piles [1, 2006.01] |
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E02D 5/56 | UGR2 | . . | Screw piles [1, 2006.01] |
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E02D 5/58 | UGR2 | . . | Prestressed concrete piles [1, 2006.01] |
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E02D 5/60 | UGR2 | . . | Piles with protecting cases [1, 2006.01] |
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E02D 5/62 | UGR2 | . . | Compacting the soil at the footing or in a casing by forcing cement or like material through tubes [1, 2006.01] |
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E02D 5/64 | UGR2 | . . | Repairing piles [1, 2006.01] |
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E02D 5/66 | UGR1 | . | Mould-pipes or other moulds [1, 2006.01] |
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E02D 5/68 | UGR2 | . . | for making bulkheads [1, 2006.01] |
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E02D 5/70 | UGR2 | . . | for making sheet piles [1, 2006.01] |
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E02D 5/72 | UGR1 | |
E02D 5/74 | UGR1 | . | Means for anchoring structural elements or bulkheads (anchoring piles E02D 5/54) [1, 2006.01] |
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E02D 5/76 | UGR2 | . . | Anchorings for bulkheads or sections thereof [1, 2006.01] |
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E02D 5/80 | UGR2 | . . | Ground anchors [1, 2006.01] |
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E02D 7/00 | HGR | Methods 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 7/02 | UGR1 | . | Placing by driving [1, 2006.01] |
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E02D 7/04 | UGR2 | . . | Hand pile-drivers [1, 2006.01] |
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E02D 7/06 | UGR2 | . . | Power-driven drivers [1, 2006.01] |
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E02D 7/08 | UGR3 | . . . | Drop drivers with free-falling hammer [1, 2006.01] |
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E02D 7/10 | UGR3 | . . . | with pressure-operated hammer [1, 2006.01] |
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E02D 7/12 | UGR3 | . . . | Drivers with explosion chambers [1, 2006.01] |
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E02D 7/14 | UGR3 | . . . | Components for drivers [1, 2006.01] |
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E02D 7/16 | UGR4 | . . . . | Scaffolds for drivers [1, 2006.01] |
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E02D 7/18 | UGR1 | . | Placing by vibrating [1, 2006.01] |
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E02D 7/20 | UGR1 | . | Placing by pressure or pulling power [1, 2006.01] |
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E02D 7/22 | UGR1 | . | Placing by screwing down [1, 2006.01] |
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E02D 7/24 | UGR1 | . | Placing by using fluid jets [1, 2006.01] |
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E02D 7/26 | UGR1 | . | Placing by using several means simultaneously [1, 2006.01] |
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E02D 7/28 | UGR1 | . | Placing of hollow piles or mould-pipes by means arranged inside the piles or pipes [1, 2006.01] |
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E02D 7/30 | UGR2 | . . | by driving cores [1, 2006.01] |
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E02D 9/00 | HGR | Removing sheet pile bulkheads, piles, mould-pipes, or other moulds (for both placing and removing E02D 11/00) [1, 2006.01] |
E02D 9/02 | UGR1 | . | by withdrawing [1, 2006.01] |
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E02D 9/04 | UGR1 | . | by cutting-off under water [1, 2006.01] |
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E02D 11/00 | HGR | Methods 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 13/00 | HGR | Accessories for placing or removing piles or bulkheads [1, 2006.01] |
E02D 13/02 | UGR1 | . | specially adapted for placing or removing bulkheads [1, 2006.01] |
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E02D 13/04 | UGR1 | . | Guide devices; Guide frames [1, 2006.01] |
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E02D 13/06 | UGR1 | . | for observation while placing [1, 2006.01] |
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E02D 13/08 | UGR1 | . | Removing obstacles [1, 2006.01] |
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E02D 13/10 | UGR1 | . | Follow-blocks of pile-drivers or like devices [1, 2006.01] |
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E02D 15/00 | HGR | Handling 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 15/02 | UGR1 | . | Handling of bulk concrete specially for foundation purposes [1, 2006.01] |
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E02D 15/04 | UGR2 | . . | Placing concrete in mould-pipes, pile tubes, boreholes, or narrow shafts [1, 2006.01] |
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E02D 15/06 | UGR2 | . . | Placing concrete under water [1, 2006.01] |
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E02D 15/08 | UGR1 | . | Sinking workpieces into water or soil [1, 2006.01] |
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E02D 15/10 | UGR1 | . | Placing gravel or like material under water [1, 2006.01] |
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E02D 17/00 | HGR | Excavations; Bordering of excavations; Making embankments (soil shifting apparatus E02F; earth drilling E21) [1, 2006.01] |
E02D 17/02 | UGR1 | . | Foundation pits [1, 2006.01] |
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E02D 17/04 | UGR2 | . . | Bordering or stiffening the sides of foundation pits [1, 2006.01] |
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E02D 17/06 | UGR1 | . | Foundation ditches or narrow shafts [1, 2006.01] |
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E02D 17/08 | UGR2 | . . | Bordering or stiffening the sides of ditches or narrow shafts for foundations [1, 2006.01] |
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E02D 17/10 | UGR2 | . . | Covering trenches for foundations [1, 2006.01] |
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E02D 17/12 | UGR2 | . . | Back-filling of foundation trenches or ditches [1, 2006.01] |
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E02D 17/13 | UGR1 | . | Foundation slots; Implements for making these slots [1, 2006.01] |
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E02D 17/16 | UGR1 | . | Loosening of soil or rock, under water (for correcting streams E02B 3/02; by dredgers or excavators E02F) [1, 2006.01] |
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E02D 17/18 | UGR1 | . | Making embankments (E02D 17/20 takes precedence) [1, 2006.01] |
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E02D 17/20 | UGR1 | . | Securing of slopes or inclines [1, 2006.01] |
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E02D 19/00 | HGR | Keeping dry foundation sites or other areas in the ground (sheet piles or bulkheads E02D 5/02) [1, 2006.01] |
E02D 19/02 | UGR1 | . | Restraining of open water [1, 2006.01] |
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E02D 19/04 | UGR2 | . . | by coffer-dams [1, 2006.01] |
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E02D 19/06 | UGR1 | . | Restraining of underground water [1, 2006.01] |
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E02D 19/08 | UGR2 | . . | by employing open ditches arranged below the level of the water [1, 2006.01] |
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E02D 19/10 | UGR2 | . . | by lowering level of ground water [1, 2006.01] |
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E02D 19/12 | UGR2 | . . | by damming or interrupting the passage of underground water [1, 2006.01] |
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E02D 19/14 | UGR3 | . . . | by freezing the soil (in connection with sinking shafts E21D 1/12) [1, 2006.01] |
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E02D 19/16 | UGR3 | . . . | by placing or applying sealing substances (consolidating by placing solidifying or pore-filling substances in the soil E02D 3/12) [1, 2006.01] |
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E02D 19/18 | UGR3 | . . . | by making use of sealing aprons (sealings or joints for engineering work E02B 3/16) [1, 2006.01] |
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E02D 19/20 | UGR3 | . . . | by displacing the water, e.g. by compressed air [1, 2006.01] |
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E02D 19/22 | UGR1 | . | Lining sumps in trenches [1, 2006.01] |
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E02D 23/00 | HGR | Caissons; Construction or placing of caissons (tunnels submerged into or built in open water E02D 29/063) [1, 6, 2006.01] |
E02D 23/02 | UGR1 | . | Caissons able to be floated on water and to be lowered into water in situ [1, 2006.01] |
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E02D 23/04 | UGR1 | . | Pneumatic caissons [1, 2006.01] |
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E02D 23/06 | UGR2 | . . | Bringing persons or material into, or out of, compressed air caissons [1, 2006.01] |
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E02D 23/08 | UGR1 | . | Lowering or sinking caissons [1, 2006.01] |
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E02D 23/10 | UGR2 | . . | Caissons filled with compressed air [1, 2006.01] |
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E02D 23/12 | UGR2 | . . | Inclined lowering [1, 2006.01] |
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E02D 23/14 | UGR2 | . . | Decreasing the skin friction while lowering [1, 2006.01] |
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E02D 23/16 | UGR1 | . | Jointing caissons to the foundation soil, specially to uneven foundation soil [1, 2006.01] |
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E02D 25/00 | HGR | Joining caissons or like sunk units to each other under water [1, 2006.01] |
E02D 27/00 | HGR | Foundations as substructures [1, 2006.01] |
E02D 27/01 | UGR1 | . | Flat foundations [1, 2006.01] |
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E02D 27/02 | UGR2 | . . | Flat foundations without substantial excavation (E02D 27/04, E02D 27/08 take precedence) [1, 2006.01] |
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E02D 27/04 | UGR2 | . . | in water or on quicksand [1, 2006.01] |
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E02D 27/06 | UGR3 | . . . | Floating caisson foundations [1, 2006.01] |
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E02D 27/08 | UGR2 | . . | Reinforcements for flat foundations [1, 2006.01] |
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E02D 27/10 | UGR1 | . | Deep foundations [1, 2006.01] |
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E02D 27/12 | UGR2 | . . | Pile foundations [1, 2006.01] |
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E02D 27/14 | UGR3 | . . . | Pile framings [1, 2006.01] |
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E02D 27/16 | UGR3 | . . . | Foundations formed of separate piles [1, 2006.01] |
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E02D 27/18 | UGR2 | . . | Foundations formed by making use of caissons [1, 2006.01] |
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E02D 27/20 | UGR2 | . . | Caisson foundations combined with pile foundations [1, 2006.01] |
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E02D 27/22 | UGR2 | . . | Caisson foundations made by starting from fixed or floating artificial islands by using protective bulkheads [1, 2006.01] |
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E02D 27/24 | UGR1 | . | Foundations constructed by making use of diving-bells (equipment for dwelling or working under water B63C 11/00) [1, 2006.01] |
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E02D 27/26 | UGR1 | . | 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) [1, 2006.01] |
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E02D 27/28 | UGR1 | . | Stressing the soil or the foundation structure while forming foundations [1, 2006.01] |
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E02D 27/30 | UGR1 | . | Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes [1, 2006.01] |
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E02D 27/32 | UGR1 | . | Foundations for special purposes [1, 2006.01] |
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E02D 27/34 | UGR2 | . . | Foundations for sinking or earthquake territories (building constructions with protection arrangements against earthquakes E04H 9/02) [1, 2006.01] |
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E02D 27/35 | UGR2 | . . | Foundations formed in frozen ground, e.g. in permafrost soil [3, 2006.01] |
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E02D 27/36 | UGR2 | . . | Foundations formed in moors or bogs [1, 2006.01] |
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E02D 27/38 | UGR2 | . . | Foundations for large tanks, e.g. oil tanks [1, 2006.01] |
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E02D 27/40 | UGR2 | . . | Foundations for dams across valleys or for dam constructions [1, 2006.01] |
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E02D 27/42 | UGR2 | . . | Foundations for poles, masts, or chimneys [1, 2006.01] |
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E02D 27/44 | UGR2 | . . | Foundations for machines, engines, or ordnance (special layout of foundations with respect to machinery to be supported F16M 9/00) [1, 2006.01] |
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E02D 27/46 | UGR2 | . . | Foundations for supply conduits or other canals [1, 2006.01] |
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E02D 27/48 | UGR2 | . . | Foundations inserted underneath existing buildings or constructions [1, 2006.01] |
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E02D 27/50 | UGR2 | . . | Anchored foundations [1, 2006.01] |
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E02D 27/52 | UGR2 | . . | Submerged foundations [1, 2006.01] |
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E02D 29/00 | HGR | Underground 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 29/02 | UGR1 | . | Retaining or protecting walls (piers or quay walls E02B 3/06) [1, 2006.01] |
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E02D 29/045 | UGR1 | . | 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, 2006.01] |
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E02D 29/05 | UGR2 | . . | 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] |
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E02D 29/055 | UGR3 | . . . | 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] |
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E02D 29/063 | UGR1 | . | 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] |
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E02D 29/067 | UGR2 | . . | 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, 2006.01] |
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E02D 29/07 | UGR2 | . . | 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] |
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E02D 29/073 | UGR2 | . . | 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] |
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E02D 29/077 | UGR2 | . . | 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] |
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E02D 29/09 | UGR1 | . | Constructions or methods of constructing, in water, not otherwise provided for [6, 2006.01] |
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E02D 29/12 | UGR1 | . | Manhole shafts; Other inspection or access chambers; Accessories therefor (for underground tanks B65D 90/10; for sewerage E03F 5/02) [1, 6, 2006.01] |
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E02D 29/14 | UGR2 | . . | Covers for manholes or the like; Frames for covers [1, 6, 2006.01] |
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E02D 29/16 | UGR1 | . | Arrangement or construction of joints in foundation structures (sealing joints not restricted to foundation structures E04B 1/68) [1, 2006.01] |
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E02D 31/00 | HGR | Protective 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) [1, 2006.01] |
E02D 31/02 | UGR1 | . | against ground humidity or ground water [1, 2006.01] |
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E02D 31/04 | UGR2 | . . | Watertight packings for use under hydraulic pressure [1, 2006.01] |
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E02D 31/06 | UGR1 | . | against corrosion by soil or water [1, 2006.01] |
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E02D 31/08 | UGR1 | . | against transmission of vibrations or movements in the foundation soil [1, 2006.01] |
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E02D 31/10 | UGR1 | . | against soil pressure or hydraulic pressure [1, 2006.01] |
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E02D 31/12 | UGR2 | . . | against upward hydraulic pressure [1, 2006.01] |
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E02D 31/14 | UGR2 | . . | against frost heaves in soil [3, 2006.01] |
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E02D 33/00 | HGR | Testing 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 35/00 | HGR | Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations [1, 2006.01] |
E02D 37/00 | HGR | Repair of damaged foundations or foundation structures [1, 2006.01] |