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JP2000064330A |
To provide the protection structure for a foundation structure capable of coping with local fluidization of ground. The structure protects a foundation structure on the ground of the upstream side of fluidity for a retaining wall support...
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JP2000064328A |
To provide a continuous underground wall capable of being integrated on an underground structure building frame while vibration control performance is secured. A vibration control material 14 is previously attached to the outside of a re...
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JP2000064327A |
To maintain earthquake energy absorption by a buffering area for a long period while harmful influence such as collapse of peripheral ground, ground settlement or secular deterioration of a buffering material is previously prevented. The...
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JP2000064325A |
To hold the heat insulation (heat insulation of underfloor space) of the concrete foundation of a low-rise dwelling. An insulator 10 is disposed to be adhered on the inner wall face of a concrete foundation 1 for a dwelling. The insulato...
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JP2000054686A |
To complement the aseismatic property of a small-scale building by executing a device for preventing collapse of a building in earthquake and breakage of household implements and furniture in the building, independently of a new or exist...
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JP2000054420A |
To prevent cut-off of underground water flow by a simple method. In the case of constructing an underground continuous wall, water or muddy water 9 is filled in a bag body 7, and concrete is placed in a hole 2 in the state of cover bodie...
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JP2000054421A |
To inexpensively prevent function of a building from interrupting and even during construction by changing the ground around piles to the ground having softness so as to prolong the natural period of the whole system of building-piles to...
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JP3010736B2 |
PURPOSE:To raise the tear strength and fitness of a water shield sheet by using the water shield sheet made of the woven fabric of thermoplastic filaments having a given stress value at a given elongation at ordinary temperature. CONSTIT...
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JP2000045265A |
To efficiently form a cut-off ditch to cut off ground vibration inside an underground continuos wall. An underground wall 1 made by mixing and stirring original position soil and a solidifying material is constructed along at specified d...
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JP2000042744A |
To easily execute the corrosion protection of a structure which is high in joining strength of joined parts of dissimilar members, corrosion resistance and reliability, and excellent in long-term durability by including a process in whic...
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JP2000045313A |
To restore a ground water flow cut off by a soil cement column strip earth retaining wall. A soil cement column earth retaining wall A using an H-section 3 as a core by holding a construction ground B between soil cement column strip ear...
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JP2000045314A |
To make it possible to properly and economically fullfil structural safety and durability of a steel pile. A steel pile 10 is constituted of a pile main body 10a having a hollow cylindrical diameter formed of steel and an electrochemical...
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JP3008319B2 |
PURPOSE: To protect a structure from earthquake by preventing the liquefaction of sandy ground. CONSTITUTION: Piles 5 are driven into sandy ground S to protect a structure 1 where a building 6 is constructed by support of the piles 5 in ...
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JP3006993B2 |
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JP2000034585A |
To provide a galvanic electricity anode which is capable of simply and surely executing corrosion inhibition for an anchor bolt and an attaching method therefor. The galvanic electricity anode is constituted to allow a trapezoid-formed a...
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JP2000034841A |
To adjust thixotropy, improve impregnability, and improve reinforcing strength by mixing short aramid fiber, carbon fiber or glass fiber with an adhesive resin to impregnate the fiber sheet with the resin. A primer 2 is applied on the su...
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JP2000027203A |
To easily fix a form panel to a concrete skeleton by providing a protruding part on the outside surface of a substantially U-shaped sectional central flat part in an end cap provided extending over both sides of the form panel. An end ca...
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JP2000027455A |
To provide an aseismatic reinforced structure for an existing concrete columnar body ensuring that the columnar body is integrated with a lining member when the lining member is wound around the outer peripheral surface of the columnar b...
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JP2000027221A |
To form a through hole free of clogging in an underground concrete wall for drawing underground water, without using a drill. The end of a stud 1 unit for a clamp 10 is welded and fixed to the surface of a H-steel 31 of a soil pile, the ...
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JP3002188B1 |
[wrap up] [Task] After providing a drain for passing groundwater in the ground in the ground inside the earth retaining wall, excavating the inside of the earth retaining wall and releasing the groundwater pressure through the drain will...
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JP3002439B2 |
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JP3002799B2 |
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JP3002697B2 |
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JP2000018431A |
To enlarge the catchment area of a catching part and to improve the outside water catchability in a facility comprising a catchment area for collecting the outside water bled out onto a pipe surface from the ground at the outside of the ...
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JP2000017682A |
To provide the structure of a tidal splash zone of an offshore structure, in which an execution method is simplified and the corrosion of a steel material is reduced. A concrete layer 2 is arranged in the tidal splash zone in steel mater...
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JP2000001860A |
To improve workability and heat-insulating properties by molding a heat- insulating panel, in which a grade is specified and shiplaps are formed to the connecting sections of the mutual panels, by bead foaming. The heat-insulating panel ...
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JP2995436B2 |
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JP2994243B2 |
To simply form an underground structure external wall having excellent waterproofing and durability and high reliability, shorten the construction period and reduce the construction cost in construction, form the underground structure wi...
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JPH11350513A |
To provide a ground water level adjusting method capable of preventing the variations in the ground water level between the upstream side and downstream side of a cut-off object for cutting off a stream of ground water by a simple method...
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JPH11350514A |
To withstand damage of a building itself by providing a pressurizing room divided by a partition wall in the embedded part of the building to pressu rize it by a compressor, a nitrogen cylinder, etc., and prevent underground water from p...
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JPH11350515A |
To prevent the effect of vibration proofing of vibration proof structure in an underground structural body of a building from being lost even if the rigidity on an earth retaining side coming into contact with the underground structural ...
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JPH11350512A |
To execute earthquake resisting reinforcement at a low cost for preventing the liquefaction around a footing pile of the existing building structure constructed on such a soft ground G as the liquefaction is forecasted in the case of an ...
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JP2991092B2 |
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JPH11336109A |
To provide a water proof construction method for an underground body capable of avoiding a water proof layer from the infiltrated condition and improving water proofing performance by insulating the water proof layer from a holddown conc...
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JPH11333587A |
To obtain corrosion-proofness at a welded part of a titanium-clad sheet and a steel sheet pile equivalent to that of other parts by sealing with a brazing filler metal the end face of the steel sheet and welded metallic part generated by...
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JPH11336111A |
To reduce a countermeasure cost for soil fluidization and to shorten a construction period. A soil G is drilled to form a drilled groove 15 ranging from the surface Gs of the soil G to a supporting layer 5 so as to encircle the foundatio...
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JPH11333564A |
To improve corrosion resistance of a steel body to which a titanium cladded thin steel sheet is welded. In a structure wherein a lining of a titanium cladded thin steel sheet 2 is executed to a steel sheet pile 1 by welding, an end face ...
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JP2987382B2 |
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JP2986697B2 |
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JP2987119B2 |
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JP2983095B2 |
PURPOSE: To make installation of pipes for weepholes easy, to prevent certainly the pipes from being clogged with concrete when placing the same, and to improve workability therefor. CONSTITUTION: By folding a pressure-resistant flexible...
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JPH11323991A |
To restore plural underground water veins cut off by steel pipe column row earth retaining walls. Steel pipe column row earth retaining walls A, A having earth retaining walls A2 of only soil cement are created by sandwiching the constru...
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JPH11323992A |
To restore plural underground water veins cut off by steel pipe column row earth retaining walls. Steel pipe column row earth retaining walls A, A having earth retaining walls A2 of only soil cement are created by sandwiching the constru...
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JPH11323990A |
To restore plural underground water veins cut off by soil cement walls in steel pipe column row earth retaining walls. Steel pipe column row earth retaining walls A, A having earth retaining walls A1 of only soil cement are created by sa...
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JPH11323993A |
To provide a disaster-suffering preventive structure of and a disaster- suffering preventive method of a foundation structure excellent in cost and easily applicable to an existing structure. A part of the ground G around pile footings 7...
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JPH11323989A |
To restore plural underground water veins cut off by soil cement walls in steel pipe column row earth retaining walls. Steel pipe column row earth retaining walls A, A having earth retaining walls A2 of only soil cement are created by sa...
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JPH11324243A |
To provide the same adhesion strength as a tight adhesion method and improve workability like a sheet method by providing a panel plate impregnating a thermosetting resin liquid in a reinforced fiber layer and the non-impregnation part o...
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JPH11323988A |
To effectively strengthen earthquake resistance to shear fracture of an underground foundation structure. An earthquake resistant reinforcing construction method of a footing 12 (an underground foundation structure) is performed by an ex...
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JPH11323994A |
To float an underground structure upward by providing underground walls to surround a fixed region below the underground structure, and displacing the underground walls inward via the water pressure of the outside ground when the ground ...
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JP2981158B2 |
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