161 |
Electrically heated alignment pad |
US419968 |
1973-11-29 |
US3940592A |
1976-02-24 |
Keiji Shimizu; Hiroshi Yoshida; Haruhisa Furuishi; Yoshihiro Murata; Hidenori Suzaki; Kuninori Azuma; Kinji Terawaki; Hiroshi Izumi |
A pad comprising at least one sheet of material having a thermoplastic resinous composition and a heater actuable to heat and soften the sheet, the pad being for use in alignment of machine equipment, rails, beams, girders, or other constructional elements relative to a horizontal base, vertical or inclined line, or to other constructional elements. In use the pad is placed between the equipment, rail or the like and a support or abutment therefor, and the heater is actuated so as to soften the pad just sufficiently that the weight of object or a force thereon reduces the thickness of the pad an amount equal to the desired movement of the object necessary to achieve the desired alignment. |
162 |
Method for encasing rigid members with concrete |
US65745567 |
1967-06-26 |
US3397260A |
1968-08-13 |
LAMBERTON BRUCE A |
|
163 |
Verfahren zur Herstellung einer Brücke aus Längsträgern und Fahrbahnplattenelementen |
AT2242022 |
2022-12-02 |
AT526142B1 |
2023-12-15 |
JOHANN KOLLEGGER; FRANZ UNTERMARZONER; MICHAEL RATH |
Das Verfahren zur Herstellung eines Bauabschnitts einer Brücke (21) aus bewehrtem Beton oder Spannbeton mit mindestens einem Längsträger (11) und einer Fahrbahnplatte (1) umfasst die Schritte: Bereitstellen mindestens eines Längsträgers (11) aus bewehrtem Beton oder Spannbeton, Installieren des mindestens einen Längsträgers (11) am Einbauort (23); Bereitstellen von Fahrbahnplattenelementen (2); Auflegen der Fahrbahnplattenelemente (2) auf dem mindestens einen Längsträger (11); Verlegen einer Bewehrung auf den Fahrbahnplattenelementen (2); Aufbringen des Aufbetons (9) auf den Fahrbahnplattenelementen (2) und der Oberseite (15) des mindestens einen Längsträgers (11) zur Herstellung der Fahrbahnplatte (1); gegebenenfalls Wiederholen der Schritte zur Herstellung eines weiteren Bauabschnitts der Brücke (21): dadurch gekennzeichnet, dass - über einem Teil der Bodenplatte (13), des mindestens einen Längsträgers (11) am Einbauort (23) eine Anschlussbewehrung (33), die die Stoßfuge (24) zum vorhergehenden Bauabschnitt kreuzt, eingebaut wird und eine Schicht (10) aus Beton aufgebracht wird; - an der Stoßfuge (24) zwischen dem mindestens einen Längsträger (11) und dem vorhergehenden Bauabschnitt in oder neben den Wandplatten (12) des mindestens einen Längsträgers (11) keine Längsbewehrung (32) eingebaut wird; und - im Aufbeton (9), der auf den Fahrbahnplattenelementen (2) im Bereich der Stoßfuge (24) zwischen dem mindestens einen Längsträger (11) und dem vorhergehenden Bauabschnitt aufgebracht wird, eine durchgehende Längsbewehrung (32) angeordnet wird. |
164 |
Improved decking assembly using glass reinforced concrete |
AU2013201787 |
2013-03-21 |
AU2013201787A1 |
2014-05-01 |
GIACOBBE LUIGI GINO |
Abstract The present invention relates to an improved decking assembly using glass reinforced concrete elements. In particular the present invention relates to an improved decking assembly and system from glass reinforced concrete elements which are easy to assemble and disassemble and provides timber alternative. The present invention is directed to an assembly for a decking structure or jetty or like structure, the assembly including: a plurality of longitudinal GRC planks; a plurality of connecting blocks for supporting adjacent planks in an assembled condition, wherein the connecting blocks are adapted to be mounted in spaced apart relation on a support frame; a releaseable engagement means comprising mating interlocking components on the planks and connecting blocks for releasably interlocking the planks and connecting blocks in an assembled condition; wherein in an assembled condition, the each planks are located on adjacent connecting blocks to form a substantially continuous platform, and wherein the releasable engagement means holds the planks in a stable holding condition while allowing ready disassembly from the holding condition. 'I 2- is P - - a VW* a ~~tir -C-'* Y' .~-~ - *-~ '.4 - f-.ar .t a - -= n. |
165 |
|
NO20022138 |
2002-05-03 |
NO327083B1 |
2009-04-20 |
KENNEDY STEPHEN J; WILD HEIKE; KNOBLAUCH GEORG; BARTZ THOMAS; MERTES JUERGEN |
|
166 |
Suspension device for a construction site. |
ES99400844 |
1999-04-07 |
ES2209350T3 |
2004-06-16 |
STUBLER JEROME |
EL DISPOSITIVO COMPRENDE AL MENOS UN CABLE PORTADOR (3) Y CUERDAS DE SUSPENSION (4) FIJADAS AL CABLE PORTADOR MEDIANTE COLLARINES (13). EL CABLE PORTADOR QUE COMPRENDE UN HAZ DE ALMAS TRANSMITIDAS POR CUERDAS DE SUSPENSION Y UNA ESTRUCTURA DE ENVOLTURA (10, 12) QUE CONTIENE ALMAS Y EN LA QUE ESTAN MONTADOS LOS COLLARINES. ESTA ESTRUCTURA DE ENVOLTURA PRESENTA, PARALELAMENTE AL CABLE PORTADOR, UNA RESISTENCIA A LA COMPRESION SUFICIENTE PARA RETOMAR COMPONENTES TANGENCIALES DE LAS FUERZAS QUE EJERCEN LOS COLLARINES EN EL CABLE POR EL HECHO DE LA TRANSMISION DE LA CARGA POR LAS CUERDAS DE SUSPENSION, NO TRANSMITIENDO PRACTICAMENTE NINGUN ESFUERZO DE SUJECION A LAS ALMAS. LAS ALMAS SON VENTAJOSAMENTE DEL TIPO INDIVIDUALMENTE PROTEGIDO Y PUEDEN SUSTITUIRSE UNA A UNA. |
167 |
Photocatalytic method of rendering a surface hydrophilic, and composite material having a photocatalytic hydrophilic surface |
DK96942560 |
1996-12-18 |
DK0869156T3 |
2004-02-16 |
HAYAKAWA MAKOTO; KOJIMA EIICHI; NORIMOTO KEIICHIRO; MACHIDA MITSUYOSHI; KITAMURA ATSUSHI; WATANABE TOSHIYA; CHIKUNI MAKOTO TOTO LTD; FUJISHIMA AKIRA; HASHIMOTO KAZUHITO |
|
168 |
|
AT99400844 |
1999-04-07 |
AT252666T |
2003-11-15 |
STUBLER JEROME |
|
169 |
composite Components |
DK00974456 |
2000-10-25 |
DK1240010T3 |
2003-10-13 |
MERTES JUERGEN; BARTZ THOMAS; KNOBLAUCH GEORG; WILD HEIKE; KENNEDY STEPHEN |
|
170 |
A method and device for attaching a load-transmitting element to a cable, and a suspension bridge with such a device |
DK99925109 |
1999-06-16 |
DK1003983T3 |
2003-09-22 |
JARTOUX PIERRE; STUBLER JEROME |
|
171 |
|
AT00974456 |
2000-10-25 |
ATE248709T1 |
2003-09-15 |
MERTES JUERGEN; BARTZ THOMAS; KNOBLAUCH GEORG; WILD HEIKE; KENNEDY STEPHEN |
|
172 |
|
NO20022138 |
2002-05-03 |
NO20022138L |
2002-05-03 |
MERTES JUERGEN; BARTZ THOMAS; KNOBLAUCH GEORG; WILD HEIKE; KENNEDY STEPHEN J |
|
173 |
|
NO20022138 |
2002-05-03 |
NO20022138D0 |
2002-05-03 |
MERTES JUERGEN; BARTZ THOMAS; KNOBLAUCH GEORG; WILD HEIKE; KENNEDY STEPHEN J |
|
174 |
composites |
DE19953240 |
1999-11-04 |
DE19953240A1 |
2001-05-10 |
MERTES JUERGEN; BARTZ THOMAS; KNOBLAUCH GEORG; WILD HEIKE; KENNEDY STEPHEN |
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. |
175 |
Fastening system for load transmitter on cable e.g. of suspension bridge |
FR9807782 |
1998-06-19 |
FR2780127A1 |
1999-12-24 |
JARTOUX PIERRE; STUBLER JEROME |
The fastening system consists of a collar made from two shells (10a, 10b), at least one of which has a connector (15) for a load transmitter fitted round a cable made from tensioned strands in a deformable matrix. The shells are clamped on the cable by means of elongated rods (17) which have a longitudinal elastic deformation capacity at least five times greater than the maximum compassion of the cable matrix. Each rod is located in a tube (18a, 18b) filled with petroleum wax, grease or resin. |
176 |
|
NO991657 |
1999-04-08 |
NO991657D0 |
1999-04-08 |
STUBLER JUROME |
|
177 |
Sujecion laminated reinforcement. |
ES95938340 |
1995-12-12 |
ES2122696T3 |
1998-12-16 |
MEIER URS; DEURING MARTIN; SCHWEGLER GREGOR |
PARA EL REFUERZO DE ESTRUCTURAS O PARTES DE ESTRUCTURAS (3) LARGAS O PLANAS, EN ESPECIAL PARA EL REFUERZO DE LA CAPACIDAD DE CARGA, SE DISPONEN REFUERZOS LAMINARES (10, 20) FLOJOS O CON TENSION PREVIA. SE PROPONE QUE SE ANCLEN DENTRO DE LA ESTRUCTURA O LA PARTE DE ESTRUCTURA UNO DE LOS EXTREMOS DE LAS LAMINAS (13 , 23) COMO MINIMO, Y CON PREFERENCIA LOS DOS EXTREMOS. |
178 |
Attaching reinforcement fins |
DE59503647 |
1995-12-12 |
DE59503647D1 |
1998-10-22 |
MEIER URS; DEURING MARTIN; SCHWEGLER GREGOR |
|
179 |
PHOTOCATALYST PROCESS FOR MAKING SURFACE HYDROPHILLIC |
CA2241059 |
1996-12-18 |
CA2241059A1 |
1997-07-03 |
KITAMURA ATSUSHI; CHIKUNI MAKOTO; MACHIDA MITSUYOSHI; HAYAKAWA MAKOTO; NORIMOTO KEIICHIRO; FUJISHIMA AKIRA; WATANABE TOSHIYA; HASHIMOTO KAZUHITO; KOJIMA EIICHI |
A process of making the surface of a substrate hydrophilic by photocatalysis. A substrate is covered with a photocatalytic titania coating (10) which carries on its surface a solid acid increasing the hydrogen bond component (.gamma.sh) of the surface energy at the solid-liquid boundary. On photoexcitation of the photocatalyst, the hydrogen bond component (.gamma.sh) is increased by photocatalysis to thereby accelerate the physical adsorption of atmospheric water molecules on the hydrogen atoms of terminal OH groups (12) bonded to titanium atoms present on the surface and bridging OH groups (14) through hydrogen bonds (16). As a result of the adsorption, a highdensity physically adsorbed water layer (18) is formed on the surface of the photocatalytic coating (10) to thereby facilitate making the surface hydrophilic. This process is effective in the protection of articles from fogging or staining and the (self)cleaning of articles. |
180 |
APPARATUS AND METHOD FOR REINFORCING VERTICAL COLUMNS |
CA2196313 |
1995-08-01 |
CA2196313A1 |
1996-02-15 |
CERCONE LARRY; SHACKELFORD JUSTIN TRENT |
An apparatus (30) for reinforcing an external surface of a stationary vertical column (20) with a reinforcing material (61) includes a supply (60) of the reinforcing material (61) and a guide (62) that directs the reinforcing material (61) from the supply (60) onto the stationary vertical column (20). A winding device (30) moves the guide (62) in a spiral pattern relative to the stationary vertical column (20), to wind spiral layers of the reinforcing material (61) onto the vertical column (20). The winding device (30) is provided as a multipart structure that may be assembled around the vertical column (20) and later disassembled to permit removal from around the vertical column (20). In one approach, the reinforcing material (61) is tows of a curable composite material that are wound onto the vertical column (20) and later cured in place after the winding device (30) is removed. |