序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
41 TIGHTLY EXTRUSION-COATED COMPONENT AND METHOD FOR PRODUCING SUCH A COMPONENT US14386682 2013-02-12 US20150027410A1 2015-01-29 Ralf Kromer
A component is described as including a base part, a sealing element, and an extrusion coat, which extends at least partially around the base part and at least partially around the sealing element, the extrusion coat keeping the sealing element in an elastically deformed state.
42 Connection Between Two Parts and Method for Connecting Two Parts US14362805 2012-12-03 US20140363220A1 2014-12-11 Thomas Auer; Wolfgang Dietz; Christoph Krammer; Andrea Pretzler
A connection between two components and a method for connecting two components. The two components have plug-together portions with profiles which can be plugged into one another, the plug-together portions of the two components being plugged into one another in an overlapping region, and a winding region of the two components which at least partially coincides with the overlapping region being wound around by a winding of fiber-reinforced plastic.
43 Joint structure for coupling components in a joint portion of a fluid flow passage US10285479 2002-11-01 US06945568B2 2005-09-20 Toshihiko Ozawa; Takashi Imai
In a joint structure for coupling a first component (21) to a second component (22) in a joint portion of a fluid flow passage, the second component (22) has a portion thereof inserted into the first component (21) to engage with the first component (21). The second component (22) is provided with a flange portion (26), which is disposed adjacent to a bottom surface of the first component (21) and welded or bonded to the bottom surface, so that these components (22, 21) are coupled with each other in an easy and a fluid-tight manner in a condition in which they are prevented from rotating relative to each other without using any locking pin. There is no fear that the components (22, 21) dissolve in a fluid or gaseous material passing through the fluid flow passage. The joint structure is easy in maintenance.
44 Pipe coupling US09869028 2001-11-28 US06595559B1 2003-07-22 Matthew Readman
A coupling comprising a tubular inner member (9) defining a socket dimensioned to receive a pipe to be connected to the coupling. The inner member (9) is positioned within a tubular body (1) to define a closed annular chamber, and an inlet (2) is provided tough the body so as to communicate with the chamber. In use, pressurised fluid such as a setting resin is introduced through the inlet (2) into the chamber. The pressure of the introduced fluid is sufficient to cause the radially inwards deformation of the tubular inner member (9) so as to grip the pipe (13, 14) which is received within the socket. Pressure may be applied up to a predetermined limit, or until seal failure.
45 Joint structure for coupling components in a joint portion of a fluid flow passage US10285479 2002-11-01 US20030081990A1 2003-05-01 Toshihiko Ozawa; Takashi Imai
In a joint structure for coupling a first component (21) to a second component (22) in a joint portion of a fluid flow passage, the second component (22) has a portion thereof inserted into the first component (21) to engage with the first component (21). The second component (22) is provided with a flange portion (26), which is disposed adjacent to a bottom surface of the first component (21) and welded or bonded to the bottom surface, so that these components (22, 21) are coupled with each other in an easy and a fluid-tight manner in a condition in which they are prevented from rotating relative to each other without using any locking pin. There is no fear that the components (22, 21) dissolve in a fluid or gaseous material passing through the fluid flow passage. The joint structure is easy in maintenance.
46 Method for restoring load transfer capability US09527434 2000-03-16 US06532714B1 2003-03-18 Carl A. Ferm; Ransome J. Wyman; Paul Donald Krauss; Ernest Albert Rogalla
A method for restoring load transfer capability across a joint between two adjacent concrete slabs includes cutting a perpendicular to the joint and extending into each of the adjoining slabs. A generally flat joint tie is positioned in the slot before filling the slot with polymer concrete. The joint tie may have holes extending between the broad faces of the joint tie, with rounded corners, and made of fiberglass.
47 Method for restoring load transfer capability US42591 1998-03-16 US6052964A 2000-04-25 Carl A. Ferm; Ransome J. Wyman; Paul Donald Krauss; Ernest Albert Rogalla
A method for restoring load transfer capability across a joint between two adjacent concrete slabs includes cutting a slot perpendicularly to the joint and extending into each of the adjoining slabs. The slot and joint are then integrally filled with polymer concrete to tie the slabs together. A joint tie may be placed in the slot and encased by the polymer concrete when restoring load transfer capability.
48 Pipe coupling and sealing device therefor US643551 1984-08-23 US4523779A 1985-06-18 Granville S. Knox
A coupling for joining two pipe sections, having end terminals, comprises:(a) a collar forming a through opening and having bore surfaces bounding said opening to closely receive a pipe section so that the collar is movable axially of the pipe section into coupling position spanning a joint formed by said end terminals,(b) the collar having associated well means communicating with said surfaces and extending outwardly thereof for reception of flowable cement,(c) and means to pressurize said cement supplied to said well means to cause flow of the cement between said surfaces and said pipe sections to bond the collar to the sections and to seal off therebetween.
49 Taper pipe joint US727923 1976-09-30 US4095825A 1978-06-20 Major Gene Butler
A taper pipe joint formed by telescoping a pin inside a bell, wherein the bell has an outer cylindrical section and an inner conical section tapering inwardly, and the pin also has a conical section tapering inwardly. The taper angle of the pin's conical section is greater than the taper angle of the bell's conical section. An adhesive is disposed in the cavity between the inner conical surface of the bell and the outer conical surface of the pin to establish a sealed joint therebetween and to form a solid ring at the mouth of the joint.
50 Pipe and tube coupling US3781041D 1971-09-14 US3781041A 1973-12-25 PETZETAKIS A
A pipe and tube coupling arrangement in which two coupling members are provided with transversely interfitting formations resisting axial separation and are thereby brought into axial alignment. A sleeve can then be axially shifted over the joint to prevent transverse separation. The coupling members are provided with annular grooves which receive respective sealing glands bearing outwardly upon the sleeve.
51 Pipe joint sealing wrapper US71135858 1958-01-27 US3100658A 1963-08-13 PAUL MILLER H; SOPER WILLIAM A
52 Method of connecting fluid pipes US37449253 1953-08-17 US2759254A 1956-08-21 SOEHNLEN ROBERT M; EUGENE ALTERS
53 Verbindung zwischen zwei Bauteilen und Verfahren zur Verbindung zweier Bauteile EP11191964.3 2011-12-05 EP2602496A1 2013-06-12 Pretzler, Andrea; Dietz, Wolfgang; Auer, Thomas; Krammer, Christoph

Verbindung zwischen zwei Bauteilen (1, 2), wobei die beiden Bauteile (1, 2) Steckabschnitte mit Profilen aufweisen, die ineinander steckbar sind, wobei die Steckabschnitte der beiden Bauteile (1, 2) in einem Überlappungsbereich (d1) ineinander gesteckt sind und ein Wickelbereich (d2) der beiden Bauteile (1, 2), der mindestens teilweise mit dem Überlappungsbereich (d1) zusammenfällt, mit einer Wicklung (3) aus faserverstärktem Kunststoff umwickelt ist und Verfahren zur Verbindung zweier Bauteile.

54 REINFORCED COMPOSITE BOOM PIPE WITH BONDED SLEEVES EP04701271.1 2004-01-09 EP1583877B1 2009-03-04 MAYER, Martin, G.; WILLIG, John, T.
A concrete pumping unit, such as a mobile pumping vehicle, including a reduced-weight and/or lengthened boom arm. The pumping vehicle includes a boom arm that is extendible between a folded position and an extended position. The boom arm carries a supply pipe formed from a plurality of pipe sections formed from a lightweight urethane. Each pipe section is formed from a composite material having a reinforcing outer layer and a wear resistant inner layer. Preferably, the outer layer is formed from a braided fiber material while the inner wear resistant layer is formed from urethane. Each boom pipe section includes a pair of end couplings adhesively attached to the outer surface of the boom pipe section.
55 METHOD FOR BONDING AND CREATING LOAD TRANSFER CAPABILITY BETWEEN CONCRETE MEMBERS EP99913902.5 1999-03-16 EP1062394B1 2007-07-11 FERM, Carl, A.; WYMAN, Ransome, J.; KRAUSS, Paul, Donald; ROGALLA, Ernest, Albert
A method is disclosed for bonding and creating load transfer capability across a joint (14) between two adjacent concrete members, such as roadway slabs (1, 8), concrete pipes (101, 102), and post and beam supports (110, 112). A slot (16a-16f) is cut perpendicular to the joint and extends into each of the adjoining concrete members. The slot and joint are then integrally filled with polymer concrete (50) to tie the slabs together. A joint tie (31) may be placed in the slot and encased by the polymer concrete when bonding and creating load transfer capability.
56 Kupplung zum Verbinden von Leitungen EP04016749.6 2004-07-15 EP1505328A2 2005-02-09 Rösch, Thomas; Seyler, Andreas; Osthold, Jan; Zülch, Wilfried; Pöppel, Artur

Um eine dichte und gleichzeitig feste Verbindung von Fluid führenden Leitungen, insbesondere von Schläuchen oder Rohren, zu bewirken, ist erfindungsgemäß eine Kupplung mit einem Anschlussstück vorgesehen, das zumindest bereichsweise mit einer Leitung zusammenwirkt, wobei das Anschlussstück wenigstens einen Kleberaum aufweist, der mit einem Klebemittel gefüllt ist. Bei dem Verfahren zum Verbinden von Leitungen wird eine erfindungsgemäße Kupplung verwendet, wobei das Anschlussstück der Kupplung z.B. auf eine Leitung aufgesetzt und eine Wärmebehandlung durchgeführt wird, bei der sowohl das Klebemittel aushärtet als auch die Leitung thermisch umgeformt wird.

57 PIPE COUPLING EP99962299.6 1999-12-21 EP1141607B1 2003-09-17 READMAN, Matthew
58 METHOD FOR BONDING AND CREATING LOAD TRANSFER CAPABILITY BETWEEN CONCRETE MEMBERS EP99913902.5 1999-03-16 EP1062394A1 2000-12-27 FERM, Carl, A.; WYMAN, Ransome, J.; KRAUSS, Paul, Donald; ROGALLA, Ernest, Albert
A method is disclosed for bonding and creating load transfer capability across a joint (14) between two adjacent concrete members, such as roadway slabs (1, 8), concrete pipes (101, 102), and post and beam supports (110, 112). A slot (16a-16f) is cut perpendicular to the joint and extends into each of the adjoining concrete members. The slot and joint are then integrally filled with polymer concrete (50) to tie the slabs together. A joint tie (31) may be placed in the slot and encased by the polymer concrete when bonding and creating load transfer capability.
59 Bausatz zur Herstellung eines Rauchgasrohres eines mehrschaligen Schornsteins und Anwendungen EP89113984.2 1989-07-28 EP0356719A1 1990-03-07 Münz, Werner, Dipl.-Ing.; Wengenroth, Ulrich

Die Erfindung bezieht sich auf einen Bausatz aus Einzel­rohren (2) und Außendichtungen (12) zur Herstellung eines Rauchgasrohres eines mehrschaligen Schornsteins aus den sich zum Rauchgasrohr axial ergänzenden Einzelrohren (2) und Außen­dichtungen (12), welche die Fugen (6) zwischen den Einzelroh­ren (2) überbrücken. Die Erfindung sieht bei diesem Bausatz vor, daß die Außendichtungen (12) nachgiebige Dichtringe (14) und Stützhülsen (16) für diese aufweisen, deren lichter Innen­querschnitt größer als der Außenquerschnitt der Einzelrohre (2) ist,und daß die Dichtringe (14), ihre Stützhülsen (16) und die Einzelrohre (2) so relativ zueinander bemessen sind, daß die Dichtringe (14) unter- und oberhalb der Fuge (6) zwischen aufeinander folgenden Einzelrohren (2) zwischen deren Außen­mantelfläche (18) und der Stützhülse (16) einklemmbar sind. Die Erfindung betrifft ferner Anwendungen eines solchen Bau­satzes.

60 Fugenverbindung eines Rauchgasrohres eines mehrschaligen Schornsteins und Anwendungen EP89114000.6 1989-07-28 EP0353658A1 1990-02-07 Münz, Werner, Dipl.-Ing.; Wengenroth, Ulrich

Die Erfindung bezieht sich auf eine Fugendichtung (8) zur Herstellung einer Fugenverbindung zwischen sich zu einem Rauchgasrohr eines mehrschaligen Schornsteins axial ergänzen­den Einzelrohren (2) mit einer in den Fugen (6) angeordneten Verfugungsmasse, die innerhalb der Fuge mindestens in zwei radial aufeinander folgende Verfugungskomponenten mit unter­schiedlichen Verfugungseigenschaften unterteilt ist, wobei mindestens eine Verfugungskomponente eine amorphe aushärtende Masse (12) ist. Nach der Erfindung ist vorgesehen, daß die Fugendichtung (8) vorgefertigt ist, mindestens eine nach­giebige Verfugungskomponente bildet, mindestens an einer Sei­te mit einer an ihr gebildeten Verfugungskomponente radial über die Fuge (6). vorsteht und innerhalb der Fuge eine ver­lorene Schalung (14) für mindestens eine amorphe Verfugungs­komponente (12) der Fugenverbindung bildet. Die Erfindung be­trifft ferner Anwendungen einer solchen Fugendichtung.

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