CN101498149A - Attachment head and system for creating superstructures - Google Patents
Attachment head and system for creating superstructures Download PDFInfo
- Publication number
- CN101498149A CN101498149A CNA2009100027925A CN200910002792A CN101498149A CN 101498149 A CN101498149 A CN 101498149A CN A2009100027925 A CNA2009100027925 A CN A2009100027925A CN 200910002792 A CN200910002792 A CN 200910002792A CN 101498149 A CN101498149 A CN 101498149A
- Authority
- CN
- China
- Prior art keywords
- adpting flange
- contact surface
- link
- joint
- longitudinal axis
- Prior art date
- Legal status (The legal status 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 status listed.)
- Granted
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Classifications
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2451—Connections between closed section profiles
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
-
- 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
- E04C2003/0439—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 cross-section comprising open parts and hollow 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
- E04C2003/0443—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
Abstract
The invention relates to connection head and system for constructing upper structure. The connection head has an upper end portion and a lower end portion. A central longitudinal axis connected with a connection flange is arranged between the upper and lower end portions. The connection head at least has a connection flange arranged between the upper and lower end portions. The flange has a contact surface for contact with a beam. The connection flange and the contact surface offset in an inclined way relative to a radial plane of the central longitudinal axis and the contact surface is arranged in parallel relative to the radial plane according to the invention. The invention, for instance, is used for an exhibition structural system.
Description
Technical field
The present invention relates to a kind of joint and system that is used to build superstructure that is used to build the system of superstructure.
Background technology
Known joint and the system that is used to build superstructure for example is applied to double-deck exhibition exhibition booth.The exhibition exhibition booth of such bilayer must can make up on the one hand fast and unquestionablely, and must be able to carry reliably on the other hand.Known joint is called DFS 250 releases and has a kind of open section with name by the patent applicant, is provided with adpting flange from this open section to four limits.Adpting flange is designed for double-T shaped beam, and these beams make open section, and the lower boundary of its middle pectoral plate has been done milling in end face area.Therefore in the end portion of beam, form a groove that opens wide downwards by central-web.For beam being assemblied on the joint this beam is moved on the adpting flange from top, up to last end web till the upper end backstop of adpting flange is lived.Adpting flange then piecewise is contained in the groove on the end face of double-T shaped beam.On this position, double-T shaped beam is fixed on the adpting flange by means of screw.
Summary of the invention
The present invention is intended to propose a kind of joint and system that is used to build superstructure, wherein can realize simple assembling and manufacturing.
Design a kind of joint that is used to build the system of superstructure according to the present invention for this reason, this joint has a upper end and a bottom, wherein the central longitudinal axis of adpting flange is arranged between upper end and the bottom, and has an adpting flange that is arranged between the upper and lower end at least, this flange has a contact surface to be used to contact a beam, in this joint adpting flange and contact surface with respect to one become with central longitudinal axis radially planar side to have skew and wherein contact surface arrange abreast with respect to the sagittal plane.
A kind of such structure of joint allows to make a beam side direction to shift near contact surface and still can be arranged to middle towards adpting flange.Beam shifts near contact surface from the side can make the assembling of beam simpler significantly, and this is finally will be installed on the height in the structure because these beams also can be employed in them.For example also beam can also be used under a lid of having spread.The upper end for example is made of a top cover face of cover plate, and the bottom is made of the bottom surface of base plate.
Half of the connection end width of a beam of contact surface laterally offset of adpting flange in improvement design scheme of the present invention.
In a kind of such design scheme of adpting flange, the mid-plane of beam then just in time is positioned on the plane that becomes with central longitudinal axis radially exactly.
Design has four adpting flanges altogether in improvement design scheme of the present invention, their contact surface mutually respectively 90 ° of deflections arrange and become radially planar side to skew is arranged with central longitudinal axis with respect to one respectively.
So just can on adpting flange, arrange and mostly be four beams most.Even always also may make the beam side direction when arranging four beams can swing to the contact surface of adpting flange.
The present invention also relates to a kind of system that is used to build superstructure, it has at least one by the described joint of one of aforesaid right requirement and a beam, one end of its central sill is provided with the reception chamber of an end face side, and wherein design has a piecewise to be arranged in the reception chamber, and the piecewise stretches out in the link of beam end, and these parts are in order to couple together joint and beam and to be fixed on the contact surface of adpting flange.
Design has the reception chamber of an end face side on beam, and this pushes and make the structure collectivity of beam very light link with regard to allowing.For example beam can be designed to the open section of aluminium.Link itself bears really because therefore the very big power that trip bolt causes on adpting flange can be made up of solid material on the contrary.Therefore can utilize a kind of advantage of light hollow beam, and needn't worry that when fastening open section is squeezed.
Be designed to double T-type beam and it highly is equivalent to the height of joint at improvement design scheme central sill of the present invention.
The top cover face of the end web of double T-type beam and joint and bottom surface can be arranged to flush in this way.Therefore created base plate has been placed in precondition on joint and the beam.
The height that pushes the link in the reception chamber on the end face at beam in improvement design scheme of the present invention is less than in the top cover face of joint and the spacing between the bottom surface.
When link swing enters, between the top cover face of joint and bottom surface, roughly formed cavity in this way, thereby beam when entering, need not be aimed at perpendicular to the central longitudinal axis of joint accurately in swing.
Also solve based on problem of the present invention by a system that is used for building superstructure with at least two beams, its central sill is designed to double T-beam and has the cannelure that opens wide towards the end dividing plate on opposite separately towards the both sides of middle pectoral plate on two end dividing plate, one of them adpting flange can be fixed in the cannelure of two face-off layouts with the contact surface of a side direction, one of them beam at one end be provided with the reception chamber of an end face side and also wherein designed a piecewise be arranged in receive in the chamber and the piecewise stretch out in the link of the end of beam, these parts can be fixed on the side direction contact surface of adpting flange.
Just may be connected with each other with two double-T shaped beams simply in this way with for example meeting at right angles.Adpting flange can insert especially simply and be fixed in two cannelures that stand facing each other mutually.Groove along the longitudinal can at random be selected in the position of adpting flange therefore, and superstructure can be with therefore being designed to flexible especially according to system of the present invention.This beam sideshake can be entered in the cannelure for beam is fixed on the adpting flange, abut in until link on the contact surface of adpting flange.More advantageously select less than spacing two end dividing plates at double T-beam between at the height that it stretches out in the position of beam end link.Therefore beam needn't be arranged on the height and position exactly when packing into.
Description of drawings
Other characteristics of the present invention and advantage can be seen below in conjunction with accompanying drawing explanation of the present invention.Single feature in the form of implementation of the present invention shown in the different accompanying drawings can at random combine mutually, and this does not exceed the scope of present patent application.
Represented in the accompanying drawings:
Fig. 1: connect a kind of first kind of three-dimensional view that form of implementation is seen previously from inclination that is used for building superstructure according to a kind of for example dihedral according to system of the present invention;
Fig. 2: the view of seeing from oblique rear that dihedral shown in Figure 1 connects;
Fig. 3: the partial side view that is used for a beam of system shown in Figure 1;
Fig. 4 a: front elevation drawing and a lateral view of the link of beam shown in Figure 3;
Fig. 5 a: view of seeing by joint of the present invention and oblique upper of system shown in Figure 1;
Fig. 6: according to the view of seeing from oblique upper of an adpting flange of another kind of form of implementation of the present invention;
Fig. 7,8 and 9: according to the different graphic of a system when fixing a beam that is used to build superstructure of another form of implementation of the present invention.
The specific embodiment
In Fig. 1, represented to be used to build a kind of of superstructure, wherein represented to be connected for example from the angle that oblique the place ahead and oblique upper are seen by system of the present invention according to first kind of form of implementation of the present invention.The angle connects the part of supporting construction of the exhibition exhibition booth be a bilayer.The angle connection has a vertical pillar 10, has fixed a joint 12 on the upper surface of this pillar.Fixed two beams 14 or 16 on this joint 12 again, they are in the right angle.Beam 14,16 is designed to double-T shaped beam respectively and has a middle pectoral plate 18 respectively and the end dividing plate 20 or 22 of two mutual face-offs.
Adpting flange 12 has a base plate 24 and a lamina tecti 26, and they are arranged to be parallel to each other and have a kind of square shape respectively.Base plate 24 by means of unshowned screw on the end face of pillar 10.
Between base plate 24 and lamina tecti 26, be provided with four altogether and be respectively tabular adpting flange 28,30 and 32.The 4th adpting flange 34 just can be seen in Fig. 2.
Adpting flange 28,30,32 and 34 design metal sheets of growing up and be parallel to of adpting flange 12 unshowned central longitudinal axis in Fig. 1 and be arranged between base plate 24 and the lamina tecti 26 respectively.
Adpting flange 28,30,32 and 34 are respectively equipped with the spaced through hole of two-phase, are processed with internal thread in the through hole.In Fig. 1, just can see: adpting flange, for example a contact surface 36 of adpting flange 30 and adpting flange 30 with respect to one with central longitudinal axis plane laterally offset diametrically.Therefore adpting flange 30 and contact surface 36 depart from away from the centre of adpting flange 12.This for example can see thus: a medial launder 38 of pillar 10 does not align with a positive limit of adpting flange 30 in Fig. 1.Contact surface 36 in addition with respect to one imaginary, become plane parallel ground radially to arrange with central longitudinal axis.So just a beam can be leaned against on the contact surface 36 and is fixed on this face from side direction, and the mid-plane of beam still can be alignd with the central longitudinal axis of adpting flange 12.With beam in other words the coupling part side direction of a beam that also will be illustrated abut on the contact surface 36 of adpting flange 30 and can realize simply, this is because beam needn't exceed adpting flange 12.
Can see in Fig. 1 and Fig. 2: beam 14 is fixed on the adpting flange 34 by means of the link that can not see, and beam 16 is fixed on the adpting flange 32 by means of the link that can see in Fig. 2 40.Still can be seen by Fig. 2 by Fig. 1: beam 14,16 accurately medially is arranged in to adpting flange 12 and their mid-planes separately accurately intersect on the central longitudinal axis of adpting flange 12.
It is the same and have a middle pectoral plate and two end dividing plates 48,50 of face-off mutually that beam 16 makes structure with beam 14.These end dividing plates 48,50 of both sides towards middle pectoral plate have formed groove, and these grooves open wide towards the end dividing plate 48 or 50 on opposite respectively.Be provided with a groove on the upper surface of end dividing plate 48,50 respectively in the centre, this groove forms a kind of side groove.
Fig. 3 lateral view has been represented beam 16 with fragmentary, and it is provided with link 40,52 at two ends.Can see, the height of link 40,52 is less than the overall height of beam 16, also less than in the base plate 24 of adpting flange 12 and the distance between the lamina tecti 26, and less than in the following endplate 50 of beam 16 and the distance between the last endplate 48.Therefore this beam may be pushed into overturning easily that beam 16 just must occupy the position that it is accurately stipulated between base plate 24 and the lamina tecti 26 and just in inserting bolt 46 time when being contained in beam 16 on the adpting flange 12.
Fig. 4 represents elevation and lateral view of link 40.Link 40 is made up of solid material, is generally tabular and in the above or have the dividing plate 54,56 of a thickening in the following position respectively.The gauge of dividing plate 54,56 is so definite, thereby these dividing plates abut on the inwall that receives chamber 42 and dividing plate 54,56 also is respectively equipped with the hole and is used to pass bolt 44,46.Although beam 16 is designed to the aluminium open section of very light in weight, by just do not worry 44 beam 16 being damaged by means of link 40 fixing by tighting a bolt.Therefore can be used for building light and superstructure good stability of lifting capacity according to system of the present invention, these superstructure mounting or dismounting are all easy.This is especially significant in exhibition is built.
Fig. 5 has only represented adpting flange 12.In Fig. 5, also can only see three adpting flanges 28,30 and 32, the four adpting flanges have been blocked in Fig. 5.Four adpting flanges 28,30,32,34 are arranged at an angle of 90 mutually and with a sagittal plane side direction to central longitudinal axis 58 skew are arranged respectively.The sagittal plane of such imagination dots out in Fig. 5 and can see: sagittal plane 60 and side direction that the contact surface 36 of adpting flange 30 is arranged to be parallel to this imagination have skew with it.Therefore adpting flange 30 itself also has skew with this sagittal plane 60, therefore can make beam in other words the link side direction of a beam shift near adpting flange 30 and be fixed on this flange and the mid-plane of beam still can be equivalent to the sagittal plane 60 of adpting flange 12.Other adpting flange 28,32 and 34 is equally also arranged to the skew of the sagittal plane of the side direction and the imagination respectively, and their contact surfaces are separately arranged with also being parallel to such sagittal plane and side direction and its biasing.Form a kind of and central longitudinal axis 56 in a word so just and be the structural concept of axisymmetric adpting flange 12.
Fig. 6 has represented another by adpting flange 62 of the present invention, and it is designed between two end dividing plates 48,50 that are inserted in beam 16.As in Fig. 7 as seen, adpting flange 62 is pushed in a cannelure on upper end dividing plate 48 or the bottom dividing plate 50 with on it or bottom here.Just by the following method adpting flange 62 is locked on the desirable position on the beam 16: bolt is inserted in 64 li of the lateral partitions of adpting flange, and this bolt is then pressed to the bottom of the cannelure on the upper end dividing plate 48.Therefore make adpting flange 62 be clamped between two end dividing plates 48,50 and irreversibly remain on its position.
Another beam 66 is provided with a link 68 and just can be fixed on the adpting flange 62 on an one end face.For beam 66 is fixed on the adpting flange 62, as pressing Fig. 7,8 and 9 can see like that, beam 66 at first is arranged to and 16 one-tenth inclinations of beam, turn to then on the position perpendicular to beam 16.If beam 66 has occupied a position vertical with beam 16 then, see Fig. 8, so this beam is moved down, be placed on the top of bottom dividing plate 50 until its lower end of link 68 usefulness.Set out and to see Fig. 9 with beam 66 then by this position, be parallel to beam 16 and shift onto on the adpting flange 62, abut in until link 68 on the side direction contact surface of adpting flange 62.68 of links are connected with adpting flange 62 securely by means of two bolts on this position.
Claims (8)
1. be used to build the joint of a system of superstructure, have a upper end and a bottom, wherein adpting flange central longitudinal axis is arranged between upper end and the bottom, also have at least one and be arranged in adpting flange between upper end and the bottom, this adpting flange has a contact surface to be used to contact a beam, it is characterized in that, adpting flange (28,30,32,34) and contact surface (36) with respect to sagittal plane (60) side direction skew is arranged to central longitudinal axis (58), and contact surface (36) is arranged abreast with respect to sagittal plane (60).
2. by the described joint of claim 1, it is characterized in that, contact surface (36) laterally offset of adpting flange (28,30,32,34) half of connection end width of a beam (14,16).
3. by claim 1 or 2 described joints, it is characterized in that, designed four adpting flanges (28 altogether, 30,32,34), their contact surface (36) mutually respectively 90 ° of deflections arrange and with respect to a sagittal plane side direction skew arranged respectively to central longitudinal axis.
4. be used to build the system of superstructure, it has at least one by the described joint of one of aforesaid right requirement and a beam (14,16), wherein, beam (14,16) at one end be provided with the reception chamber (42) of an end face side, and wherein designed a piecewise be arranged in receive chamber (42) lining and the piecewise stretch out in beam (14,16) link of end (40), this link is fixed on adpting flange (28,30,32,34) on the contact surface (36), be used to make joint (12) and beam (14,16) to connect.
5. by the described system of claim 4, it is characterized in that beam (14,16) is designed to double T-type beam and it highly is equivalent to the height of joint (12).
6. by claim 4 or 5 described systems, it is characterized in that, push at the height of the link (40) of reception chamber (42) lining on the end face of beam (14,16) less than in the top component of joint (12) and the distance between the bottom member.
7. be used to build the system of superstructure, it has at least two beams (16,66), its central sill (16,66) be designed to double T-type beam, and at two end dividing plates (48,50) go up and to have towards the both sides of middle pectoral plate towards the end dividing plate (48 on opposite separately, 50) cannelure that is opening wide, one of them adpting flange (62) can be fixed in two cannelures that standing facing each other mutually with a side direction contact surface, one of them beam (66) at one end is provided with the reception chamber of an end face side, and wherein design have a piecewise to be arranged in to receive in the chamber and the piecewise stretch out the link (68) of beam (66) end, this link can be fixed on the side direction contact surface of adpting flange (62).
8. by the described system of claim 7, it is characterized in that link (68) stretches out height in the position of end of beam less than the distance between two end dividing plates (48,50) of double T-type beam (16) at it.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE200820001329 DE202008001329U1 (en) | 2008-01-22 | 2008-01-22 | Connection head and system for creating superstructures |
| DE202008001329.1 | 2008-01-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101498149A true CN101498149A (en) | 2009-08-05 |
| CN101498149B CN101498149B (en) | 2013-12-25 |
Family
ID=39245018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200910002792 Expired - Fee Related CN101498149B (en) | 2008-01-22 | 2009-01-22 | Attachment head and system for creating superstructures |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP2083127B1 (en) |
| CN (1) | CN101498149B (en) |
| DE (1) | DE202008001329U1 (en) |
| RU (1) | RU2509845C2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013177991A1 (en) * | 2012-05-30 | 2013-12-05 | Zhang Yue | Steel structure upright post |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE770074A (en) * | 1971-07-15 | 1971-11-16 | Diegerick Jean | ASSEMBLY OF PREFABRICATED STRUCTURAL ELEMENTS, |
| FR2172565A5 (en) * | 1972-02-18 | 1973-09-28 | Cercomat Sa | |
| DE3303190C2 (en) * | 1983-02-01 | 1985-05-23 | Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt | Kit for creating mobile structures, in particular for trade fair and exhibition structures |
| JPH04185851A (en) * | 1990-11-20 | 1992-07-02 | Toyota Motor Corp | Beam for structure |
| BE1006773A5 (en) * | 1993-02-17 | 1994-12-06 | Vanhaekendover Guy | Reinforcement, construction containing such reinforcement, casing and nodefor such reinforcement |
| RU2163958C1 (en) * | 1999-08-09 | 2001-03-10 | Горшков Игорь Александрович | Prefabricated three-dimensional building block |
| KR100903988B1 (en) * | 2001-02-15 | 2009-06-25 | 이대준 | Tubular structure and modular building assembly using the same |
| CN1752367A (en) * | 2004-09-24 | 2006-03-29 | 中原石油勘探局勘察设计研究院 | Steel structure beam column joint member |
-
2008
- 2008-01-22 DE DE200820001329 patent/DE202008001329U1/en not_active Expired - Lifetime
-
2009
- 2009-01-09 EP EP09000191.8A patent/EP2083127B1/en not_active Not-in-force
- 2009-01-21 RU RU2009101806/03A patent/RU2509845C2/en not_active IP Right Cessation
- 2009-01-22 CN CN 200910002792 patent/CN101498149B/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013177991A1 (en) * | 2012-05-30 | 2013-12-05 | Zhang Yue | Steel structure upright post |
| CN103452240A (en) * | 2012-05-30 | 2013-12-18 | 张跃 | Steel structure upright post |
Also Published As
| Publication number | Publication date |
|---|---|
| RU2009101806A (en) | 2010-07-27 |
| EP2083127A3 (en) | 2011-11-16 |
| RU2509845C2 (en) | 2014-03-20 |
| EP2083127A2 (en) | 2009-07-29 |
| CN101498149B (en) | 2013-12-25 |
| EP2083127B1 (en) | 2015-06-10 |
| DE202008001329U1 (en) | 2008-03-27 |
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