WO2001092655A1 - Support structure - Google Patents

Support structure Download PDF

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Publication number
WO2001092655A1
WO2001092655A1 PCT/SE2001/001207 SE0101207W WO0192655A1 WO 2001092655 A1 WO2001092655 A1 WO 2001092655A1 SE 0101207 W SE0101207 W SE 0101207W WO 0192655 A1 WO0192655 A1 WO 0192655A1
Authority
WO
WIPO (PCT)
Prior art keywords
beams
tubes
framework construction
web
construction according
Prior art date
Application number
PCT/SE2001/001207
Other languages
French (fr)
Inventor
Dan Holm
Karl-Otto Strömberg
Original Assignee
C-Power Ab
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from SE0002025A external-priority patent/SE518227C2/en
Application filed by C-Power Ab filed Critical C-Power Ab
Priority to AU2001262855A priority Critical patent/AU2001262855A1/en
Publication of WO2001092655A1 publication Critical patent/WO2001092655A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
    • E04B1/585—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B2001/5875—Connections for building structures in general of bar-shaped building elements using exterior clamping plates or shells
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • Framework constructions are used in many contexts, and particularly where it is desirable to achieve low weight, while simultaneously maintaining high rigidity and strength.
  • weight of the material itself constitutes a limit, even if extremely lightweight materials, such as carbon fibre, are chosen.
  • Figs. 2, 3, and 4 show in perspective structures that may be built from the beam shown in Fig. 1, i.e., an L-profile, a U-profile, and a box-profile.
  • Fig. 5 similarly shows in perspective one example of a holder, implemented in a frame structure, and a framework design, assembled by means of some of the beams of the invention.
  • Fig. 6 shows a part of the holder of Fig. 5 on a larger scale.
  • Fig. 7 shows in perspective an assembled tube joint.
  • the framework construction according to the invention consists of a framework constructed from beam profiles 11, which may be I, L U, or box profiles, even though other combinations may be contemplated.
  • the beam is constituted by an I-profile 12, the "flanges" 13 of the profile consisting of tubes made, e.g., from carbon fibre, aluminium, titanium, or similar material of low weight, and the "web" 14 is constituted by a sandwich structure consisting, e.g., of a suitable core material, for instance, foamed PVC, and a covering material in the form of a laminate, e.g., carbon fibre.
  • the flanges 13 are connected, in a load bearing manner, to the web 14 in an appropriate way, depending on the materials involved, e.g., through gluing, welding, in connection with extrusion of the profile, or similar.
  • a holder for an object which is to be positioned by a robot in a predetermined position for machining in an automated manufacturing process, or for assembling, e.g., to a chassis in the vehicle industry.
  • the tube joints 21 may suitably be of two kinds, one kind which is threaded onto the tubes from the ends, and one type which is divided in order to be able to be mounted at any position along the length of any of the tubes. In the latter case, a recess 22 is arranged in the web 14 at the position where the tube joint 21 is to be placed.
  • the tube joints are available at least in the most common angles, 15, 30, 45, and 90 degrees, and in the form of joint connections 23 for connecting several, for example four, crosslaid beams.
  • the tube joints are non-rotationally connected to the respective tubes 13 by means of glue, welding or pinch joints or the like.
  • FIG. 5 and 6 illustrates a framework construction in the shape of a frame structure forming a holder 24, also known as a halter, for a constructional component (not shown) to be machined or mounted on another constructional component.
  • the holder 24 is designed with a central joint connection 23, which also forms an attachment point for a robot arm.
  • the joint connection 23 connects four crosslaid I-beams 25, the outer end parts of which are interconnected with a rectangular frame structure consisting of I-beams 26 and 27, positioned opposite to one and other, and L-beams 28 and 29, arranged transverse in relation to the former.
  • attachments 30 are arranged, for retaining the constructional component in question.
  • attachments 31 are arranged for the positioning of the holder in relation to fixed reference points.
  • struts 32 for improved rigidity in the form of simple tubes, may be arranged, on which further attachments may be positioned.
  • the beams 26, 27 and 28, 29 of the frame structure are situated on different levels, but it is of course possible to design branch joints 21 for connection of more than two tubes, e.g., three or four, which may also have different angles.
  • the tube joints 21 may also be designed in such a way that both the tubes 13 and the web 14 can be pushed into them, so that an effective connection of the entire beam is achieved.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

The invention relates to a framework construction having low weight, high rigidity and strength and of the kind comprising beams (11) in the form of tubes, which are interconnected by means of joints (21) to form a three-dimensional frame structure. The beams (11) in their basic shape consist of two tubes (13) connected to one another by means of a web (14), forming an I-beam (12). The beams (11), depending on load conditions and demands for rigidity, are assembled from several I-beams, forming L, U and/or box-profiles or combinations thereof. In order to form the frame structure, at least the tubes (13) of the beams are connected to each other through tube joints (21) at the ends of the beams and/or along the length of the beam in regions (22) designed therefore. The tube joints (21) are non-rotationally mounted to at least the tubes.

Description

SUPPORT STRUCTURE
The present invention relates to a lightweight framework construction of high rigidity and strength, and of the kind comprising beams in the form of tubes, which are interconnected by means of joints to form a three-dimensional frame structure.
The background of the invention and the problem
Framework constructions are used in many contexts, and particularly where it is desirable to achieve low weight, while simultaneously maintaining high rigidity and strength. However, the weight of the material itself constitutes a limit, even if extremely lightweight materials, such as carbon fibre, are chosen.
Holders for work pieces to be handled by a robot, so called halters, are constructional details where weight is of crucial importance, since the robot has a limited ability to handle loads up to a certain weight limit. If the weight of the holder can be reduced, while maintaining, or even increasing, the strength and rigidity, this will benefit the work piece, by enabling the robot to handle bigger or heavier loads, and to position these with a higher degree of accuracy during the manufacturing process.
The purpose of the invention and the solution of the problem
The purpose of the invention is to provide a framework construction of the kind initially mentioned, that fulfils the demands stipulated regarding low weight, high strength, and high rigidity in the plane of the framework construction, as well as out of this plane. It should be further characterised by a simple structure, and by conveniently being able to be varied in size and shape, i.e., being able to be combined into several different structures.
These aims have been solved by the characteristics indicated in the appended claims. Brief description of the drawings
In the following, the invention will be described, in the form of an embodiment, with reference to the accompanying drawings.
Fig. 1 shows in perspective a part of an I-beam included in the framework construction of the invention.
Figs. 2, 3, and 4 show in perspective structures that may be built from the beam shown in Fig. 1, i.e., an L-profile, a U-profile, and a box-profile.
Fig. 5 similarly shows in perspective one example of a holder, implemented in a frame structure, and a framework design, assembled by means of some of the beams of the invention.
Fig. 6 shows a part of the holder of Fig. 5 on a larger scale. Fig. 7 shows in perspective an assembled tube joint.
Detailed description of a preferred embodiment The framework construction according to the invention consists of a framework constructed from beam profiles 11, which may be I, L U, or box profiles, even though other combinations may be contemplated. In its simplest embodiment the beam is constituted by an I-profile 12, the "flanges" 13 of the profile consisting of tubes made, e.g., from carbon fibre, aluminium, titanium, or similar material of low weight, and the "web" 14 is constituted by a sandwich structure consisting, e.g., of a suitable core material, for instance, foamed PVC, and a covering material in the form of a laminate, e.g., carbon fibre. The flanges 13 are connected, in a load bearing manner, to the web 14 in an appropriate way, depending on the materials involved, e.g., through gluing, welding, in connection with extrusion of the profile, or similar.
The simple I-beam 12 may be assembled into several different structures, depending on the demands for rigidity and strength placed on the framework construction. Thus, the L-beam 15 is assembled from two I-beams with a common connection joint - tube 16 - between the two legs 17 and 18 of the "L". The U-profile 19 and the box profile 20 are constructed in the same way. The beams 12, 15, 19 and 20 may be "tailored" and mounted on any framework for different applications. The beams are connected by means of tube joints 21 of the branch joint type, each individual tube in the different beams being interconnected to form a framework construction. In Fig. 5, a holder for an object is shown, which is to be positioned by a robot in a predetermined position for machining in an automated manufacturing process, or for assembling, e.g., to a chassis in the vehicle industry. The tube joints 21 may suitably be of two kinds, one kind which is threaded onto the tubes from the ends, and one type which is divided in order to be able to be mounted at any position along the length of any of the tubes. In the latter case, a recess 22 is arranged in the web 14 at the position where the tube joint 21 is to be placed. The tube joints are available at least in the most common angles, 15, 30, 45, and 90 degrees, and in the form of joint connections 23 for connecting several, for example four, crosslaid beams. The tube joints are non-rotationally connected to the respective tubes 13 by means of glue, welding or pinch joints or the like.
The embodiment according to Figs. 5 and 6 illustrates a framework construction in the shape of a frame structure forming a holder 24, also known as a halter, for a constructional component (not shown) to be machined or mounted on another constructional component. The holder 24 is designed with a central joint connection 23, which also forms an attachment point for a robot arm. The joint connection 23 connects four crosslaid I-beams 25, the outer end parts of which are interconnected with a rectangular frame structure consisting of I-beams 26 and 27, positioned opposite to one and other, and L-beams 28 and 29, arranged transverse in relation to the former. On the beams, attachments 30 are arranged, for retaining the constructional component in question. At the free ends of the beams 25, attachments 31 are arranged for the positioning of the holder in relation to fixed reference points. Between the beams, struts 32 for improved rigidity, in the form of simple tubes, may be arranged, on which further attachments may be positioned.
In the embodiment shown, the beams 26, 27 and 28, 29 of the frame structure are situated on different levels, but it is of course possible to design branch joints 21 for connection of more than two tubes, e.g., three or four, which may also have different angles.
In some situations, it may be appropriate not only to connect the tubes 13 together but also the webs 41, in an intersection as shown in Fig. 6. The tube joints 21 may also be designed in such a way that both the tubes 13 and the web 14 can be pushed into them, so that an effective connection of the entire beam is achieved.

Claims

1. A framework construction having low weight, high rigidity and strength and of the kind comprising beams (11) in the form of tubes, which are interconnected by means of joints (21) to form a three-dimensional frame structure, characterised in that the beams (11) in their basic shape consist of two tubes (13) connected to one another by means of a web (14), forming an I-beam (12), said beams (11), depending on load conditions and demands for rigidity, being assembled from several I-beams, forming L, U and/or box-profiles or combinations thereof, and for forming the frame structure, at least the tubes (13) of the beams are connected to each other through tube joints (21) at the ends of the beams and/or along the length of the beam in regions (22) designed therefor, and in that the tube joints (21) are non-rotationally mounted to at least the tubes.
2. A framework construction according to claim 1, characterised in that the tubes (13) which form the flanges of the I-beams (12) are manufactured from a lightweight material, preferably carbon fibre, the web (14) of the I-beam is constituted by a sandwich construction consisting of a core of, for example, foamed PVC with a covering layer, e.g., of carbon fibre, and that the tubes (13) are connected to the web (14) by means of glue joint or similar.
3. A framework construction according to claims 1 or 2, characterised in that it is designed as a holder in the shape of a frame structure (26 - 29), which is substantially rectangular and connected at its corners to a crosslaid beam system (25), in the centre of which an attachment (23) is arranged for a handling unit, such as a robot, and that at the beams (11) are arranged attachments (30) laterally and displaceable along the beams and fixable thereto for a machining or assembling detail, which attachments are arranged to cooperate with the two tube-formed flanges (13) of the beam.
4. A framework construction according to claim 1, characterised in that the areas (22) arranged along the length of the beam for attachment of branched tube joints (21) are constituted by recesses in the web (14).
5. A framework construction according to claim 1, characterised in that the webs (14) of the beams are connected together at an intersection.
6. A framework construction according to claim 1, characterised in that the tube joint (21) is designed for connection of the tubes (13) and the web (14) between these.
7. A framework construction according to claim 1, characterised in that the beam (11) is constituted by a welded or extruded profile.
PCT/SE2001/001207 2000-05-30 2001-05-30 Support structure WO2001092655A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2001262855A AU2001262855A1 (en) 2000-05-30 2001-05-30 Support structure

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
SE0002025A SE518227C2 (en) 2000-05-30 2000-05-30 Framework for supporting e.g. work pieces held by robots has tubes held parallel and connected by a web to form I-beams that may be joined to form e.g. square section beams and assembled to form support frames
SE0002025-5 2000-05-30
SE0004761-3 2000-12-20
SE0004761A SE517975C2 (en) 2000-05-30 2000-12-20 Truss construction of beams composed of a three-dimensional framework and use of such truss construction

Publications (1)

Publication Number Publication Date
WO2001092655A1 true WO2001092655A1 (en) 2001-12-06

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SE2001/001207 WO2001092655A1 (en) 2000-05-30 2001-05-30 Support structure

Country Status (3)

Country Link
AU (1) AU2001262855A1 (en)
SE (1) SE517975C2 (en)
WO (1) WO2001092655A1 (en)

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WO2008066498A1 (en) 2006-12-01 2008-06-05 Agency For Science, Technology And Research Cancer-related protein kinases
CN102717391A (en) * 2012-06-21 2012-10-10 广州汽车集团乘用车有限公司 End picking-up device for robot
EP2522352A1 (en) 2006-03-02 2012-11-14 Agency for Science, Technology and Research Methods for cancer therapy and stem cell modulation
EP2573172A1 (en) 2011-09-21 2013-03-27 Heinrich-Heine-Universität Düsseldorf Means and methods for rhamnolipid production
WO2013057096A1 (en) 2011-10-17 2013-04-25 Westfaelische Wilhelms-Universitaet Muenster Assessment of pml risk and methods based thereon
EP2647995A1 (en) 2012-04-02 2013-10-09 Roche Diagniostics GmbH Methods and combinations for assessing obstructive pulmonary disease severity
EP2687850A1 (en) 2012-07-19 2014-01-22 Roche Diagniostics GmbH Methods of stratifying for respiratory support therapy
US8663915B2 (en) 2007-04-13 2014-03-04 Agency For Science, Technology And Research Methods of controlling tumorigenesis and diagnosing the risk thereof
WO2014037588A2 (en) 2012-09-10 2014-03-13 Westfaelische Wilhelms-Universitaet Muenster Methods and compounds for preventing, treating and diagnosing an inflammatory condition
US8969313B2 (en) 2007-11-02 2015-03-03 Agency For Science, Technology And Research Methods and compounds for preventing and treating a tumour
WO2015078711A2 (en) 2013-11-18 2015-06-04 Westfaelische Wilhelms-Universitaet Muenster Methods, peptides and antibodies for preventing, treating and diagnosing an inflammatory condition
CN104999189A (en) * 2015-07-31 2015-10-28 中国海洋石油总公司 Prefabrication and installation technology for special-shaped joints of variable-section beam tube
CN105545025A (en) * 2015-11-25 2016-05-04 中国能源建设集团广东省电力设计研究院有限公司 Single frame-type side coal bunker structure suitable for low intensity zone
WO2016178154A1 (en) 2015-05-04 2016-11-10 Westfälische Wilhelms-Universität Münster Means and methods for diagnosing and treating inflammatory disorders
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WO2016178154A1 (en) 2015-05-04 2016-11-10 Westfälische Wilhelms-Universität Münster Means and methods for diagnosing and treating inflammatory disorders
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CN104999189B (en) * 2015-07-31 2017-03-01 中国海洋石油总公司 The prefabricated mounting process of non-uniform beam pipe abnormity node
CN105545025A (en) * 2015-11-25 2016-05-04 中国能源建设集团广东省电力设计研究院有限公司 Single frame-type side coal bunker structure suitable for low intensity zone
US11041308B2 (en) * 2016-03-15 2021-06-22 Andrew Thornton Structural member having paired flanges and web
CN107984711A (en) * 2017-11-28 2018-05-04 昆山斯比得自动化设备有限公司 A kind of handgrip component for being used to take out instrument board
WO2019121687A2 (en) 2017-12-21 2019-06-27 Friedrich-Alexander-Universität Erlangen-Nürnberg Immunotoxin conjugates for use in therapy

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