F-Term-List

(Not Translated)
2D049 Bulkheads adapted to foundation construction
E02D5/00 -5/20,103
E02D5/00-5/20,103 AA AA00
PRELIMINARY WORK
AA01 AA02 AA03 AA04 AA06 AA07 AA08
. Simple stairs . Measurement . . Paling . . Batten . Temporary construction . . Support . . Closed partition member
EA EA00
PURPOSE AND APPLICATION
EA01 EA02 EA03 EA05 EA06 EA07 EA08 EA09 EA10
. Used as water stop walls . Used as soil retaining walls . Used as revetment structure . Used for ground improvement . . Prevention of subsidence and liquefaction . . Earthquake-proofing and earthquake-resistant effect . Used as a foundation and a main structure . . Connected with basement wall . . Connected with foundation piles
EA11 EA13 EA14 EA15
. Taking account of safety aspects on work . Taking account of environmental protection . . Prevention of pollution . . Securing of water permeability
FA FA00
METHOD OF IMPLANTING READY-MADE SHEET PILES AND STEEL PLATES
FA01 FA03 FA04 FA05 FA07 FA08
. Using protective members such as sheet piles and steel plates . Reusing sheet piles and steel plates . . Characterized by the pulling-out method . . Cleaning . Characterized by implanting methods and tools . . Using drilling water
FB FB00
COMPOSITION OF SHEET PILE
FB01 FB02 FB03 FB04 FB05 FB06 FB09
. Made of wood . Synthetic resin . Made of steel . One made of metal other than steel . Made of concrete . Other materials . Method of manufacturing a sheet pile
FB11 FB12 FB13 FB14 FB15 FB18 FB20
. Flat plate type and panel type . Wave shape and U-shape . H-shape . Pipe shape . Other shapes . Corner sheet pile . With flexibility
FC FC00
CONNECTION OF SHEET PILES
FC01 FC02 FC03 FC04 FC07 FC08 FC09 FC10
. Joints . . Male and female joints (CT type joints) . . Interlocking joints (CC type joints) . . Double or more Joints . One having joint members separately provided . . Female joint member . . Male joint member . . Interlocking joint member
FC11 FC13 FC15
. Removal of sediment from joint parts . Not using joint or joint member . Characterized by methods of connecting other walls
FD FD00
WATER STOP IN CONNECTION PORTIONS OF SHEET PILES
FD01 FD03 FD04 FD05 FD08
. Filled with water stop material . Filled with water stop material during or after construction . . Injecting water stop material into joint portions . . . Setting up injection pipes in advance . Using joints and joint members with water-tightness
FE FE00
ADDITIONAL COMPOSITION OF SHEET PILES (WALLS)
FE01 FE02 FE03 FE05 FE06 FE07 FE08 FE10
. With walls improved in yield strength . . Corrosion resistance and rust resistance . . Repair . Having improved end bearing capacity . Provided with reinforcing members . . Connecting opposed sheet piles . . Along consecutive sheet piles . Material and decoration covering sheet piles
GA GA00
METHOD OF EXCAVATING FURROWS
GA01 GA02 GA03 GA06
. Using decay preventing means of furrows . . With casing and sheet piles . . Using stabilizer liquid . Cleaning furrow wall surfaces
GA11 GA12 GA13 GA14 GA15 GA16 GA17 GA19
. Excavating machine . . With vertical shaft . . . With multishaft . . . Screw auger . . With horizontal shaft . . Bucket excavator . . Mixing jet stirring device . . Characterized by methods of guiding excavating machine
GB GB00
SHAPE OF FURROW
GB01 GB02 GB03 GB05 GB06 GB08 GB09 GB10
. Wall type . . One with a leading furrow and a succeeding furrow (Alternation) . . . Characterized by connection of leading furrows and succeeding furrows . Column type . . Characterized by construction techniques . Combining a wall type and a column type . Having a circular shape . Characterized by horizontal shapes of other diaphragm walls
GC GC00
IMPLANTING HARDENING MATERIALS IN FURROWS
GC01 GC03 GC04 GC05 GC06 GC08 GC09
. Pouring concrete in empty furrows . Pouring concrete in stabilizer liquid (Replacement) . . Characterized by methods of placing (replacing) hardening material . . Components and mixture of stabilizer liquid . . Supply and processing facilities of stabilizer liquid . Solidifying muddy water in excavated furrows . . Characterized by methods of pouring hardening materials
GC11 GC13 GC15 GC17
. One with soil and hardening material mixed (Soil cement) . Using hardening delay material . Giving prestress . Using a mould
GD GD00
TIME AND METHOD FOR INSERTING READY-MADE MEMBERS INTO FURROWS
GD01 GD03 GD05 GD06 GD08 GD09
. To pour hardening material after inserting core material or the like . Inserting core materials after pouring and before hardening . To pull out core material or the like . . Cleaning and recycle . Characterized by insertion methods . . Machine for insertion
GE GE00
COMPOSITION OF READY-MADE MEMBERS INSERTED INTO FURROWS
GE01 GE02 GE03 GE04 GE05 GE06 GE07 GE09 GE10
. Core member and stress member (Iron frame, steel sheet pile, or the like) . . Flat panel shape . . H-shape . . Pipe shape . . Box shape . . Other shapes . . Characterized by joint portions . Precast concrete member . Made of other materials
GE11 GE12 GE13 GE15 GE19 GE20
. Reinforced frames . . Characterized by layout of reinforced concrete . . To overlap another member with excavated surfaces . . Provided with joint portions . Combination of two or more kinds of reinforcing members . Especially, with water stop property
GF GF00
JOINTS IN WORK JOINT PORTIONS OF FURROWS
GF01 GF02 GF03 GF04 GF05 GF06 GF07 GF08 GF10
. Joint metallic member . . Of a box shape or a pincer shape . . Of H-shape or flat plate shape . . Characterized by shapes of Other diaphragms . . Formed by combining sheets . With a locking structure . Overlapping reinforced concrete . . Characterized by overlapping portions . Not using joint metallic member
GG GG00
WATER STOP IN WORK JOINT PORTIONS OF FURROWS
GG01 GG02 GG05 GG08
. Disposed and filled before pouring concrete . . Using joints or joint members with water-tightness . Injecting water stop members or the like during or after construction . Having a purpose of improvement in adhesive power of work joint portions
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