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Patent Searching and Data


Matches 1,051 - 1,100 out of 14,783

Document Document Title
JP2013163906
To provide a steel pipe pile having a large diameter where there are no restraint on its bore diameter and its pile length.A steel pipe pile comprises: a tubular part 2 set to a prescribed bore diameter; and an annular cutting edge part ...  
JP2013163941
To provide foundation reinforcing pile which can firmly fix a continuous footing and mat foundation of a detached house to the ground and can sufficiently maintain functions of the continuous footing and mat foundation even if the ground...  
JP2013163942
To provide foundation reinforcing pile which can firmly fix a continuous footing and mat foundation of a detached house to the ground and can sufficiently maintain functions of the continuous footing and mat foundation even if the ground...  
JP2013160013
To provide a construction management device, a pile driving machine and a pile driving method for reducing a construction period and costs and achieving accurate pile driving.A measurement section 30 is inserted to foundation G for a pre...  
JP2013159936
To provide a closing member attachment which prevents environmental pollution due to oil leakage by eliminating the need for exchange of the attachment, and a construction method of a continuous wall.A closing member attachment includes ...  
JP2013159960
To provide a sheet pile pulled-out part filling method with which, when filling a cavity of a ground caused by pulling out a sheet pile with a coagulable filling solution such as cement bentonite, immediate settlement just after pulling-...  
JP2013159927
To provide a water conducting hole of an underground wall and its construction method capable of efficiently forming a water conducting hole of a prescribed width.When cutting an underground wall 1 by jetting slurry containing an abrasiv...  
JP2013160033
To efficiently assemble a long steel plate cell on a narrow site.Assembly equipment for a long steel plate cell comprises: a plurality of temporary placement tables B1 to B5 on which first to fifth cell blocks P1 to P5 are temporarily pl...  
JP2013159913
To efficiently and accurately build up a steel pipe sheet pile to be used for a steel pipe sheet pile method for disposing a joint 3 having a slit 2 extended in a longitudinal direction on the side face of a steel pipe sheet pile main pi...  
JP2013159970
To rationally design a steel pipe to be used as a skeleton of a specific structure in which a direction where a bending moment acts greatly is determined or a portion to promote corrosion is determined, and to reduce costs as a result.An...  
JP2013155559
To provide a liquefaction damage reducing structure effective and appropriate for reducing liquefaction damage to a construction to be constructed on a liquefaction ground.In a liquefaction damage reducing structure for a construction, w...  
JP2013155558
To provide a foundation structure which can be constructed easily and at low cost and is effective and appropriate as liquefaction countermeasures, in particular, for medium low buildings.Around an underground outer wall of a structure (...  
JP2013155577
To provide a construction method which dispenses with a drainage step, which does not have to provide a pile with an anchor guide, and which can secure expression strength of a cement structure.Ground G is prebored; hardeners 5 and 6 are...  
JP2013155550
To provide a high-capacity anchor method in which an anchor tendon can be conveyed or inserted into a borehole easily and proper arrangement of tension members can be maintained during the insertion and a high-capacity anchor tendon in a...  
JP2013155589
To provide a continuous underground wall construction method capable of reducing the amount of soil cement to be removed, and a core member for a continuous underground wall.Characteristically, a continuous underground wall construction ...  
JP2013154382
To provide methods of manufacturing a screw flat plate and a screw pile having the screw metal flat plate.A base flat plate portion P1 having a constant plate width and a tapered flat plate portion P2 continuous with the base flat plate ...  
JP2013155485
To provide a ground reinforcement structure capable of securely exhibiting the most effective bearing force on the whole ground reinforcement structure by securely forming a ground improvement body exhibiting bearing force necessary for ...  
JP2013155570
To provide a liquefaction restraining structure capable of being achieved in a small sized plot of a building at low cost.Steel plate underground barriers 2 are formed so as to surround the periphery of an area in which a building is con...  
JP2013151850
To provide a method for installing a steel pipe pile with fins employing a steel pipe pile having a diameter as small as possible by using a casing with fins.A method for installing a steel pipe pile with fins includes: a step (a) of rot...  
JP2013147933
To provide an inexpensive and convenient method for constructing a cast-in-place pile in a site where a ground water level is high.At a position equivalent to the outer periphery of a cast-in-place pile 30, a plurality of soil cement col...  
JP2013147813
To provide a seal material for grouting between a pile and a sheath pipe, which is capable of making an injection space of a grout material dry, facilitating management of the grout material, and facilitating construction without the nee...  
JP2013147814
To provide a simple and economical steel pipe pile for excavation, to be used when installing the steel pipe pile at a part with an obstacle such as an existing revetment or a footing foundation.A steel pipe pile 1 for excavation include...  
JP2013147816
To provide an earth retaining member and an earth retaining method capable of suppressing a projection length from an earth retaining wall and also coping with ununiformity of a position to build a core material and ununiformity of a dir...  
JP2013144876
To provide an earth retaining wall construction method for constructing an earth retaining wall at a site where a space is narrow between a building to be newly constructed and an adjacent land boundary line while achieving lower constru...  
JP2013142275
To improve efficiency for an usage ratio of a steel material by stiffening a steel sheet pile in simple structure to change a destruction mode of the steel sheet pile from a bend yielding type to a shear yielding type and by allowing an ...  
JP2013142256
To exhibit strength of a column created in ground after execution of preceding water excavation.Ground G is excavated while water 10 is jetted by using an excavation rod 3; the excavation rod 3 is pulled up from an excavated hole 4; grou...  
JP2013139696
To provide a semi-underground structure for surely and suitably preventing its flotation while reducing its management such as inspection and maintenance.In a depressed semi-underground structure A, steel sheet piles 1 are installed in a...  
JP2013139695
To provide a pile foundation structure capable of producing high supporting force using steel sheet piles only, while reducing a resistance when installed, allowing the steel sheet piles neighboring each other along the direction of a wa...  
JP2013139101
To provide a precast concrete product which can be simply and economically manufactured.The precast concrete product includes: a cylinder concrete body 12 and a cylinder concrete body 13 which are integrally formed, and have different pe...  
JP2013136922
To improve the stability of a mechanism for preventing the collapse of an earth retaining wall, and efficiently enhance collapse preventing effects on the earth retaining wall.In a supporting method for an earth retaining wall 1, an arm ...  
JP2013136938
To provide an underground continuous cut-off wall method in which an underground continuous cut-off wall is established by a wall composition using a smectite clay mineral granular materials as a main component, regarding the impervious ...  
JP2013136913
To obtain a foundation for outdoor unit installation which is immune to the earthquake, can be installed even in a narrow place, is small-sized and lightweight, can be manufacture at low cost and can be constructed alone.A concrete found...  
JP2013136893
To provide an underground anchor with expansion blades in which the expansion blades can be expanded even under the compacted ground only by using a hammer or the like for driving.A pile body 1 to be driven into the ground and expansion ...  
JP2013133584
To provide a method for installing a reinforcing bar cage for cast-in-place pile and a ground heat use heat exchange pipe for improving heat exchange efficiency by installing a heat exchange pipe near a pile hole wall without damaging it...  
JP2013133628
To perform construction of a composite pile easily and in a short period of time.A connection jig 1 is used for connecting a pile 3 to a pile driver A which drives a pile 3 into a soil cement column 2 in subsoil while rotating the pile 3...  
JP2013133626
To solve the problem of early depletion of a rotary slidable contact part at an attaching part of a corotation restraining blade.In an auger head 20 for soil cement mixing provided with drilling blades 24, 24 for drilling soil, corotatio...  
JP2013133606
To provide a pile joint with light equipment for pile connection, and a connection method of a pile.The pile joint comprises: end plates 2a, 2b provided with, on an outer periphery, a plurality of radial projections 21a, 21b and radial r...  
JP2013130053
To suppress accumulation of excavated sediment and slime in an enlarged section by enhancing stability of the enlarged section of an excavated hole.In a method, a hole 1 for constructing a knotted wall pile is excavated by using a horizo...  
JP2013129979
To provide an underground continuous wall structure that improves shallow ground that is soft ground and reduces liquefaction damage.An impermeable underground continuous wall structure 10 is constructed under the foundation part of an o...  
JP2013130027
To make side slabs of neighboring plank corrosion-proof blocks flush with each other.A plank corrosion-proof block 1 comprises a plate-like side slab 11 which falls perpendicularly, and a bottom slab 12 in a plane view shape along with a...  
JP2013129980
To provide an underground continuous wall structure that improves shallow ground that is soft ground and reduces liquefaction damage.An impermeable underground continuous wall structure 10 is constructed under the foundation part of an o...  
JP2013129977
To provide an underground continuous wall structure that improves shallow ground that is soft ground and reduces liquefaction damage.An impermeable underground continuous wall structure 10 is constructed under the foundation part of an o...  
JP2013129978
To provide an underground continuous wall structure that improves shallow ground that is soft ground and reduces liquefaction damage.An impermeable underground continuous wall structure 10 is constructed under the foundation part of an o...  
JP2013130058
To provide a method for exposing a reinforcing bar of an outer shell steel pipe concrete composite pile which can simplify the work for crushing concrete and chipping a reinforcing bar.A pile body part 12 is formed by concrete, and a con...  
JP2013130312
To provide a method for installing a ground heat exchanger in which the need for drilling a new pile hole in the ground is eliminated to reduce time and costs for installation of the ground heat exchanger.The method for installing the gr...  
JP2013127178
To provide a tip diameter enlarged pile which can obtain high workability and a high tip supporting force without decreasing economical efficiency and while suppressing the amount of removed soil.A tip diameter enlarged pile 1 for constr...  
JP2013127177
To provide a construction method of a steel pile for construction of a consolidation part of foundation at a pile tip part, which can obtain high workability as well as high tip bearing capacity while suppressing the amount of excavated ...  
JP2013127189
To provide an impervious wall which is constructed by a deep mixing method of soil stabilization, maintaining impervious performance of a connection part even when construction work for a ground improvement body is left over until the ne...  
JP2013127183
To provide a concrete pile capable of improving its supporting force on a vertical load, compared with a conventional conical pile.A pile 1 includes a front end pile 11, and a connection pile 12. The front end pile 11 has an outer periph...  
JP2013127179
To provide a weldless joint for a pile which uses a small number of members and is low in cost and excellent in workability.A weldless joint for a pile is provided with an arcuate inter-plate connecting fitting 21 for connecting arcuate ...  

Matches 1,051 - 1,100 out of 14,783