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WO/2002/068759A1 |
In a method of reinforcing and waterproofing a paved surface, a layer of liquefied asphalt (12) is applied on a paved surface (10). A reinforcement mat (14) is applied over the liquefied asphalt. The reinforcement mat is a nonwoven mat p...
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WO/2002/057074A2 |
The invention relates to composite elements that are characterized by the following layer structure: (i) 2 to 20 mm of metal, plastic or wood, (ii) 10 to 300 mm of a bituminous mixture, (iii) 2 to 20 mm of metal, plastic or wood.
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WO/2002/052106A1 |
Disclosed is a bridge bearing comprising a lower plate 1 installed on a bridge pier, a rubber plate 3 inserted into a groove formed on the lower plate 1, a middle plate 4 provided on the rubber plate 3, a fluorine resin plate 5 provided ...
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WO/2002/050451A1 |
The invention relates to a static link chain (4) composed of a number of chain links (1, 2), each comprised of a short, tensioned chain link part (2) and of a long compression-loaded chain link part (1). Both of these parts are joined to...
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WO/2002/046701A2 |
A multi-functional sensor system for simultaneously monitoring various parameters such as the structural, chemical and environmental conditions associated with a medium to be monitored, e.g., bridges, high-rise buildings, pollution zones...
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WO/2002/040776A1 |
The inventive hydraulic insulating material comprises a hydraulic insulating component made of a multilayer polymeric fibrous material which is embodied in the form of M=2n+1 layers having a common thickness equal to Hm, where n is a num...
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WO/2002/036884A1 |
An expansion joint for a parking structure includes first and second rails for mounting on adjacent slabs at opposite sides of a gap therebetween and a cover plate that overlies the rails and covers the gap while permitting relative move...
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WO/2002/036902A1 |
Disclosed are a panel for repairing and reinforcing a concrete body, a multi-purpose anchor, an anchor for level adjustment and injection a method for repairing and reinforcing the concrete body using the same, which can connect adhesive...
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WO/2002/035033A1 |
A building (1) comprising vertically extending prismatic pillars (2) to support the vertical load of the building (1), beams (3) bridging between the prismatic pillars (2) and extending horizontally between the prismatic pillars (2), vib...
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WO/2002/035006A1 |
The invention concerns a modular logistic bridge characterised in that it is produced by an abutting assembly of a plurality of modules each comprising an upper platform (1) and a lower platform (2) detachably interconnected by vertical ...
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WO/2002/029276A1 |
A combination of shear dampers which may be used in a wide number of applications. In a particularly preferred embodiment two pairs of shear dampers (100, 102) are used to damp vibrations in a cable (92). The distal ends of damper pairs ...
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WO/2002/029160A1 |
Bridges decks or panels for bridge decks made of a metal-plastic-metal sandwich with the plastic bonded to the metal plates so as to transfer shear forces therebetween. The sandwich plates may be constructed with either a solid plastic c...
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WO/2002/027102A1 |
The invention relates to a tooth rack system for a device which is used to bridge expansion joints in bridges or the like having a joint between the bridge and the foundation. Said system comprises a plurality of tooth racks (40) having ...
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WO/2002/022977A1 |
An expansion joint cover (30) for bridging an expansion gap (G) between first (F1) and second (F2) building floor members has a pivot frame (10) including a base portion (16) and a longitudinally continuous bearing (20) of spherical cros...
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WO/2002/020904A1 |
The invention concerns a method whereby the strands (13, 13A) are fixed one after another between two cable anchors (A, B) integral with the structure. The method consists: in pulling on one of the ends of a strand (13A) from one (A) of ...
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WO/2002/020341A2 |
A method of reinforcing a metal panel or pipe of an existing structure comprising the steps of attaching a reinforcing metal layer to said metal panel or pipe in spaced apart relation to thereby form at least one cavity between inner sur...
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WO/2002/016708A1 |
A work platform (600) for use on bridges or other structures (10) wherein a plurality of cables (70) extend is spaced relation along a section of the structure (10) and are supported by the structure (10) and wherein a floor (602) compri...
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WO/2002/012632A1 |
The invention relates to civil engineering, in particular to spans used for bridge construction. The inventive beam module for continuous precast cast-in-place prestressed spans is mostly embodied in the form of a T-shape or trapezoidal ...
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WO/2002/012633A1 |
The invention relates to the field of civil engineering, mainly to bridges and other transport constructions for motor roads. The inventive structure of a precast-cast in place span structure comprises beams provided with anchors, a corr...
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WO/2002/010516A1 |
A method for constructing a bridge includes the steps of disposing a bridge form (26) and a connected support structure (22) over an area to be spanned by the bridge. Next, concrete (60) is poured into the bridge form. Finally, the suppo...
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WO2001060883B1 |
The use of aqueous isocyanate-free polyurethane dispersions with a solids content of >/= 30 wt. % and a solvent content of
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WO/2002/010535A2 |
An iso-truss structure (10) includes at least two helical components (30, 32) and at least one reverse helical component (34) attached thereto with opposing angular orientations. Each helical and reverse helical component preferably incl...
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WO/2002/004163A1 |
A reinforcement butt stud welding method and a device therefor, capable of butt-welding a stud reinforcing bar concentrically to the end portion of a horizontally-laid existing reinforcement in a small work space; and a repairing/expandi...
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WO/2002/004765A1 |
A collapse-resistant frame system (10) for a bridge or building structure includes a plurality of mechanically-interconnected columns (12) and beams (14). At least the lowermost columns are formed of a material (28) that exhibits quasi-e...
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WO/2001/096665A1 |
Disclosed herein is a method of constructing simple and continuous composite bridges in which compressive stress is additionally introduced to an upper floor slab concrete in a negative moment region and the lower flange of a composite g...
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WO/2001/096668A1 |
An ice composite body (10) has an inner ice core (11) and a protective outer armour shell (12). The outer armour shell (12) consists of a base section (13), side sections (14) and a separate top section (15), which is free to move vertic...
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WO/2001/088310A1 |
A method of removing part of a concrete structure, in which reinforcing bars extending upward from a lower remaining portion are buried inside a portion to be removed present above the lower remaining portion, the method comprising the s...
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WO/2001/088040A1 |
The bituminous emulsion according to the present invention, for cold impermeabilization, i.e. at ambient temperature, without the need of warming up the product, that may be applied by spraying with a double nozzle, comprises bitumen in ...
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WO/2001/086089A1 |
The invention relates to a constructional element (1) for use as a beam, support or brace, especially for use in structural engineering and bridge building, which is designed for a bending load (F) in at least one transverse direction. T...
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WO/2001/083890A1 |
A modular system for the construction of a lattice panel for a bridge, comprises first and second chord members (20, 28) and a plurality of web members (1). Each web member comprises three legs forming a triangle. One leg (2) extends per...
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WO/2001/073206A1 |
A pre-formed bridge deck module (14) is assembled to form a bridge deck (11) between vertical support (12 and 13), and comprises a pair of longitudinal support beams (15) which are laterally spaced from each other, and a deck slab (16) o...
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WO/2001/073204A1 |
A method of constructing catwalks and building scaffolds without cutting slopes, that is, without damaging hills, comprising the steps of 1) dropping at least two vertical cables along a slope; 2) joining the vertical cables by horizonta...
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WO/2001/068985A1 |
. The invention concerns deflector plate for a cable (4) consisting of a plurality of individual strands (8), n in number, said plate comprising n ducts (12, 14) at least some of which are curved and designed to receive each a strand (8)...
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WO/2001/068987A1 |
The invention concerns a method for reinforcing a carrying cable (4) anchored at its two ends and bearing a civil engineering structure suspended via substantially vertical sag rods (3), which consists in fixing to the carrying cable sup...
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WO/2001/068986A1 |
The invention concerns an adjustable anchor for a cable (3) bearing a civil engineering structure, comprising two anchoring parts (8, 10) designed to be fixed respectively to a cable (3) and to the civil engineering structure (2) and cou...
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WO/2001/067816A1 |
A skin effect heating system (30) is adapted to be attached to a structural member (32) having a vehicle carrying portion with a first side (42) and a second side (44). A plurality of clamps (45) is secured at spaced intervals along the ...
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WO/2001/065013A2 |
The object of this invention is to provide a bridge seat. This bridge seat includes an upper plate (1), with two guide rails (2, 2a) longitudinally mounted on the lower surface of the upper plate along opposite side edges. A middle plate...
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WO2001018313B1 |
The present invention provides an apparatus and a method for joining a first structure to a second structure. In one embodiment, a bridge (100) is provided for joining a movable structure (105) to a fixed structure (110). The bridge (100...
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WO/2001/054969A1 |
An interlocking system, apparatus and methods for connecting floating structures by utilizing a male-female interlocking arrangement of shafts, cams, and connector bodies which manually lock and unlock thereby permitting, when attached t...
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WO/2001/049940A1 |
The invention relates to a unit (10) for the production of track elements (32), comprising a number of retaining devices (14), arranged serially in the longitudinal direction of the unit. Said units each comprise a base element (20), whi...
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WO2000033614A9 |
In one embodiment, a system for modifying ice adhesion strength of ice (102) adhered to an object (110). The system includes an electrode (114) that is electrically insulated from the object (110) and a DC source (116), e.g., a battery, ...
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WO/2001/048327A1 |
A quickly building method with permanent fancy self-fixing plate, no use of erecting, packing compact, brick and plaster, in which it makes use of permanent fancy self-fixing plate (1) by self-fixing building method (2) and self-fixing p...
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WO/2001/047790A1 |
An elevated enclosure system, particularly for an elevated conveyor in a bulk material processing plant, comprises a tubular concrete enclosure (1) spanning upright supports (3) and acting as a beam.
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WO/2001/044622A1 |
A suspended supporting system for supporting a substantially rigid linear structure (2) such as a pipeline, a tramway, a walkway bridge, a transportation gallery, an underwater tunnel, etc. placed above the ground/seabed/riverbed, the sy...
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WO/2001/044680A1 |
A system for the mitigation of cable stay vibrations, typically induced by wind and rain, utilizes a plurality of active damper bands (12, 42) positioned along the cable stay (14). Each damper band (12, 42) includes a shiftable mass (28,...
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WO/2001/042593A2 |
A seismic isolation bearing includes a lower assembly, an intermediate assembly, and an upper assembly. The intermediate assembly is mounted on the lower assembly for X-axis linear movement relative to the lower assembly, and sloped wedg...
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WO/2001/032415A1 |
The invention relates to composite elements comprising the following layered structure: (i) 2 to 20 mm metal, (ii) 10 to 300 mm plastic, (iii) 2 to 20 mm metal, whereby (i) and/or (iii) optionally comprise a closable opening.
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WO/2001/027406A1 |
In a method for designing a multi-step tension prestressed girder, prestress is appropriately introduced with respect to a relationship between a load and stress, for each step of construction, so that the height of a profile of the gird...
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WO/2001/025651A1 |
Connecting element for joining two support members (2, 3) absorbing tensile forces, which connecting element (1) comprises at least a first and a second casing body (5, 6) with a through-hole (7) for receiving the respective support memb...
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WO/2001/023253A1 |
The invention relates to a landing stage for an offshore wind-driven power plant with a docking site (28) for ships (30), a landing pad (25) for a helicopter (26) and a common bridge (32) leading from the docking site and the landing sit...
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