Stand for fence for placing on formwork floor, has foot with triangular cross section for securing to floor reinforcing structure
WO03086988A1
Method for treating bodies of water or the sediments thereof
NL1022194C2
Increasing friction coefficient of road surface, by contacting with ice particles
AU9437101A
Device for making a trench in the bottom of a water area, provided with linked spray arms
NL1018822C2
Slot fit connection between vertical column and horizontal beams in e.g. steel skeletal frames, has slot in reinforced column completely covered by beam face
NL1018480C2
Method for forming concrete foundation pile in ground involves driving first part into ground with fluid-tight shoe on its under side, pipe part having screw thread on upper side
DE10119988A1
Dowelling device for the ring elements of a segmental lining for underground structures
NL1017530C2
Equipment for pressing and compacting ground body influences surface level and improves properties of body by injection of liquid and hardenable material with volumetric mass smaller than that of body
NL1017407C2
The coupling system comprises insert part and part for its reception. Either one or other part has ring-shaped groove, in which O-ring is fitted
NL1016825C2
Support, especially for mounting rail on uneven underlay, e.g. top side of dam wall, comprises two fastener parts connected via coupling
NL1016635C2
Sea=bed trenching device for laying cable or pipeline comprises a ship=towed carriage or sledge fitted with arrangement of pivotable pressure spray angled arms on each side of the pipe
NL1016607A1
Positioning anchor for rim shuttering, has frame supporting press parts and L shaped brackets acting as anchor parts
NL1016098C2
Asphalt road surface laying method using pre=fabricated asphalt slabs, involves use of slabs with specific width and length dimensions
NL1016033C2
Sea=bed trenching device for laying cable or pipeline is towed by the cable laying ship and comprises a sledge fitted with high pressure multi=nozzle spray arms lowered or pivoted vertically on each side of the laid pipe
NL1016035C2
Device for providing a slot in the bottom of a water area.
NL1016036C2
Device for providing a trench in the bottom of a water area, in particular for a pipeline or cable.
NL1016026C2
Method for applying a hardening involves applying granular asphalt concrete material, between which are holes for dispersing water, holes near surface being filled with fine granular material
NL1015965C2
Method for bulk storage of minerals, coal, secondary building material and similar involves materials held under water until required to be removed for delivery
NL1015163C2
Method for installing screen in ground involves digging groove in soil and introduction into groove of bentonite-water mixture or bentonite-cement-water mixture, followed by insertion of foil panels into mixture in groove
NL1015160C2
Marine vessel for creating groove in underwater bed has ladder supporting cutting head in which is pressure conduit with spray mouthpiece, together with devices for holding pressure
