WO2009095096A1 - Supporting profile arrangement of explosion-inhibiting design for a facade construction - Google Patents
Supporting profile arrangement of explosion-inhibiting design for a facade construction Download PDFInfo
- Publication number
- WO2009095096A1 WO2009095096A1 PCT/EP2008/064289 EP2008064289W WO2009095096A1 WO 2009095096 A1 WO2009095096 A1 WO 2009095096A1 EP 2008064289 W EP2008064289 W EP 2008064289W WO 2009095096 A1 WO2009095096 A1 WO 2009095096A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- arrangement according
- profile arrangement
- supporting profile
- component
- supporting
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/967—Details of the cross-section of the mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B5/00—Doors, windows, or like closures for special purposes; Border constructions therefor
- E06B5/10—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
- E06B5/12—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes against air pressure, explosion, or gas
Definitions
- the invention relates to a Tragpro filan extract in sprunghemmender design for a facade construction.
- a non-blast-resistant designed facade construction of known type shows the DE 299 19 630 U1.
- a blast-resistant designed facade construction shows the DE 20 2007 007 113 Ul. This construction has Tragpro filan extract that are complicated and are disadvantageous in terms of their appearance over known facade structures. Similarly disadvantageous is the construction of DE 37 44 816 Ul.
- the invention has the object to remedy this problem.
- the Tragprofi lan extract a preferably integrally formed Tragprof ⁇ l in which at least one energy-absorbing component is arranged or which has a component which is adapted to receive energy released during blasting.
- the support profile arrangement according to the invention does not differ visually from structures without an impact-inhibiting effect, since the energy-absorbing elements are perpendicular to the longitudinal extent of the body in terms of their cross-section
- Support profile arrangement according to one of the preceding claims, characterized in that support profiles are completely received in a support profile or in the cross-section completely enclosed by this or form an invisible from the outside part of this support profile.
- At least one base is formed on the component.
- This base has the advantage that an area is created with the base, which can be well anchored to the component, in particular, if the base is formed as at least one or more of the base plates.
- the base in turn is well suited to the arrangement and formation of a compressible element and / or to the realization of the measure that on the element, in particular the base, at least one projection is formed, which engages only after a blast in a corresponding recess.
- the at least one projection is formed body-like.
- the at least one projection extends web-like continuously parallel to the support profile over its entire length.
- the projection with interruptions partially web-like extending parallel to the support profile.
- Fig. 1-7 are sectional views of various Tragprofi lan extract for a facade construction for buildings; 8a-8d are sections through a carrier profile arrangement, which illustrate, by way of example, in temporally successive illustrations, schematically the time behavior of the carrier profile arrangement of FIG. 1 before and after an explosion; and
- FIG. 9 shows a section through the region of a post of a facade construction according to the invention.
- Figures 1 to 7 show various variants of supporting profile arrangements for a facade construction, e.g. - Except for the support profile arrangements - can be designed according to the type of DE 299 19 30 Ul and from a post-support profile arrangements 1 (see also for the basic structure and Fig. 9) and bolt support profile arrangements formed framework on which means of pressure profiles 2 via seals 3 flat elements 4 are fixed.
- the constructions of the following constructions can be realized both on the transom-supporting profile arrangements and on the post-supporting profile arrangements.
- the support profiles lie in the assembled state relative to the flat element level of the building inside and the pressure profiles on the outside.
- the supporting profiles 2 have, for example, a trapezoidal outer contour and are fastened by means of screws 5 and sliding blocks 6 arranged on the screws 5 in undercut dovetail grooves 7 of the supporting profile arrangements 1, wherein the surface elements 4 between the pressure profiles 2 and the support profiles 1 are held.
- the Anyakprofile 2 Abdeckschalen 8 are snapped.
- the Tragprofi lan extract 1 preferably has on both sides to a perpendicular to the plane of the drawing of Fig. 1 extending center plane M a mirror-symmetrical structure, which has an advantageous effect on the behavior after a blast, but is not mandatory.
- the support profile arrangement 1 further comprises a preferably one-piece metallic support profile 9, which according to one variant has an inner hollow chamber (FIGS. 1 to 3) and according to another variant a plurality of inner hollow chambers 10, 11 (FIGS. 6, 7). If only one hollow chamber is provided, it can have hollow chamber regions 12, 13 (FIGS. 5 , 2, 3) which are separated from one another by webs 14 projecting inwards from the base profile (eg, FIGS. 1, 2, 3). If several hollow chambers are provided, they can be separated from one another by partition walls 15 (FIGS. 6, 7).
- the base or support section 9 is preferably formed in one piece.
- an energy absorbing member 17 which is designed to explode Kinetic energy, which is generated by the fact that the pressure profile moves through the blast relative to the facade profile to absorb or absorb by deformation.
- an energy absorbing member 17 In the cross-sectional view of FIG. 1-that is to say in the plane perpendicular to the main extension direction of the support profiles-this component 17 is surrounded all around by the support profile. It may extend profile-like manner of the representations also perpendicular to the plane of the figures. It can be set continuously or in sections.
- the support profile assemblies 1 are designed such that they absorb energy released during detonations within a building or outside of a building.
- each of the support profile arrangements 1 of FIGS. 1 to 7 at least one or more energy-absorbing component (s) 17, which are integrated into the support profiles 9, without being visible from the outside. They may be integrally formed with the Tragprof ⁇ len 9 or in this - one or more pieces - used.
- the energy-absorbing components 17 are designed such that they absorb absorbing, absorbing and depleting energy released during a blast.
- the darg Robinson support sections 9, these themselves are designed so that they absorb energy released during the blast with.
- the components 17 have two base plates 18, 19 spaced parallel to one another here, which are integrally connected to one another via one or more webs 20.
- the webs 20 may be formed in V-shaped fb ' or bent, wherein at the top of the V a kind of predetermined bending point is formed and the opening angle et of the V is preferably greater than 0 °, preferably greater than 30 °.
- the base plates 18, 19 are aligned here parallel to the plane of the surface elements 4.
- one or more recesses 25 are formed, which are adapted to the locking or mushroom heads here 22 to absorb after a blast, in which the mushroom heads 22 but do not interfere in the normal state of attachment of the facade to a building.
- the two walls 26, 27 of the base profile 9 running perpendicular to the wall 24 are made thinner in a region 28 extending parallel to the projections 21 than in their remaining areas and possibly provided with V-shaped predetermined bending sections 29.
- the projections 21 have an example here d ⁇ ppelwandigen, diamond-shaped after explosions by deformation energy absorbing designed area and a guiding and locking area - the locking head 22 - on.
- FIG. 8a to 8d The function of this arrangement of FIG. 1 is apparent from FIGS. 8a to 8d.
- Fig. 8a corresponds to Fig. 1 and shows the state of the support profile assembly 1 before a blast.
- the pressure profile 2 presses, inter alia, via the sliding block 6 in the groove 7 the wall 24 with a force F in the direction of the building interior, so that the thinner areas 28 and the possibly existing predetermined bending points 29 give way.
- the outer or base profiles 9 bend first in this area, whereby they themselves absorb some energy (Fig. 8b 5 8c).
- the energy receiving component 17 is compressed.
- the webs 20 buckle, as a result of which the two base plates 18, 19 are moved toward one another, wherein energy is also converted or absorbed by the deformation of the webs 20.
- the protrusions 21 are also used, which are preferably designed in such a way (eg double-walled) that they shorten and deform during the blasting and thereby also absorb energy.
- the pressure conditions after the demolition by suction
- a counter-movement in which the webs 20 pulled apart and, among other things, even demolished. Even in the area of the predetermined bending points 29 and the thinner wall areas 28, a demolition can take place.
- the locking heads or mushroom heads 22 usually prevent or often still that the wall 24 is carried away completely from the rest of the profile.
- the inner webs or projections 14 hold the one of the base plates 19. They also absorb energy even by deformation.
- the energy absorbing component 17 may be formed in one or more pieces.
- a one-piece design is preferred. Possibly.
- a foam-like region or another compressible element can be formed on the component 17, in particular on the component 17.
- a compressible member 30 made of an elastomer, a honeycomb material, a metal foam or the like may be arranged (not shown) when fixed to the base plates 18, 19 , which can be done for example by coextrusion.
- the profiles are made of aluminum, the use of an aluminum foam 30 is expedient and advantageous (FIG. 5), so that the profile itself can also form the energy-absorbing component 17 itself in sections.
- one of the two base plates 18, 19 can be saved (FIG. 3) and the element 30 can be arranged directly on the one remaining base plate 19.
- the base plate 19 facing the webs 14 remains in construction.
- Such an arrangement is shown in FIG. 2. Otherwise, the mode of operation largely corresponds to that of FIG. 8, but the element 30 is first compressed and then expanded.
- the chamber 13 is filled with an energy absorbing member 17 which consists of a compressible material.
- metal foam this may in one piece form a part of the metal profile itself (see FIG. 5).
- metal foam also provides a tear protection in the following after the pressure effect Suction.
- an energy-absorbing component 17/30 is inserted into the chamber 11, which has projections or body with latching heads 22 not only to the wall 24 but also to the partition wall 15, wherein latching recesses 25 are also provided in the wall 15 are provided, so that occurs in the occurring after a blast pressure on the two sides facing away from each other with the locking heads 22, an engagement in the recesses 25.
- the component 17 of FIG. 6 may be made in one piece of compressible material or similar to FIG. 1 with two base plates 18, 19 may be provided (the latter variant not shown).
- webs 31 and recesses 32 are provided on the two outer surfaces of the energy absorbing element 17 facing away from each other and on the wall 24 and the wall 15, with a screw hole extending into the component 17 in addition can be (not shown).
- 4 webs 33 and recesses 34 engage with each other parallel to the plane of the surface element and thus hold the energy-dissipating member 17 during assembly in position.
- Such a solution is also shown in FIG. 3 in the lower or inner base plate 19th
- the one-piece outer appearance of the support profile arrangement is not affected. Nevertheless, there is an excellent protective effect in blasting.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
- Connection Of Plates (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US12/864,831 US20100307386A1 (en) | 2008-01-28 | 2008-10-22 | Supporting profile arrangement of explosion-inhibiting design for a facade construction |
EP08871721A EP2238302B1 (en) | 2008-01-28 | 2008-10-22 | Supporting profile arrangement of explosion-inhibiting design for a facade construction |
RU2010134611/03A RU2487218C2 (en) | 2008-01-28 | 2008-10-22 | Blast resistant bearing profile structure of facade system |
IL207244A IL207244A (en) | 2008-01-28 | 2010-07-27 | Supporting profile arrangement of explosion-inhibiting design for a facade construction |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202008001191U DE202008001191U1 (en) | 2008-01-28 | 2008-01-28 | Support profile arrangement in sprenghemmender design for a facade construction |
DE202008001191.4 | 2008-01-28 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2009095096A1 true WO2009095096A1 (en) | 2009-08-06 |
Family
ID=40184843
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2008/064289 WO2009095096A1 (en) | 2008-01-28 | 2008-10-22 | Supporting profile arrangement of explosion-inhibiting design for a facade construction |
Country Status (6)
Country | Link |
---|---|
US (1) | US20100307386A1 (en) |
EP (1) | EP2238302B1 (en) |
DE (1) | DE202008001191U1 (en) |
IL (1) | IL207244A (en) |
RU (1) | RU2487218C2 (en) |
WO (1) | WO2009095096A1 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011052575A1 (en) * | 2011-08-11 | 2013-02-14 | Wincor Nixdorf International Gmbh | Device for handling coins |
US9417038B2 (en) | 2012-08-29 | 2016-08-16 | Covestro Llc | Energy absorber for high-performance blast barrier system |
EP3077610B1 (en) * | 2013-12-03 | 2020-11-11 | Aja Enterprises Pte Ltd | A panel assembly |
US9074413B1 (en) * | 2014-07-10 | 2015-07-07 | C.R. Laurence Co., Inc. | Rail, stile, mullion, door and wall jamb assemblies for framing glass doors and wall partitions |
CN106978867B (en) * | 2017-03-06 | 2023-09-12 | 精工工业建筑系统有限公司 | Collapsible energy-absorbing explosion-venting inner partition wall frame structure |
GB2560315A (en) * | 2017-03-06 | 2018-09-12 | Innovative Tech Ltd | A safe conduit device |
IT201800005568A1 (en) * | 2018-05-21 | 2019-11-21 | ANCHORING DEVICE WITH CAPACITY DISSIPATIVE OF THE EFFECTS CAUSED BY EXPLOSIONS ON BUILDING FACADES | |
CN114483086A (en) * | 2022-04-01 | 2022-05-13 | 中国矿业大学(北京) | Energy-absorbing composite supporting system for protective tunnel |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3705401A1 (en) * | 1987-02-20 | 1988-09-01 | Heinrich Saelzer | FRAME LEGS OR RUNG FOR PANEL-SHAPED FILLINGS OF A BUILDING |
DE3744816C2 (en) | 1987-02-20 | 1991-03-07 | Saelzer Sicherheitstechnik Gmbh, 3550 Marburg, De | Explosion-resistant glazing |
EP0933486A1 (en) * | 1997-01-13 | 1999-08-04 | SCHÜCO International KG | Curtain wall or glazed roof with a fire protection |
DE29919630U1 (en) | 1999-11-09 | 2000-06-21 | Schueco Int Kg | Facade or light roof with a framework made of posts and transom profiles |
DE202007007113U1 (en) | 2007-05-16 | 2007-08-09 | Sälzer Sicherheitstechnik GmbH | Explosive effect-restraining facade system for sealing building opening, has frame profiles connected with pole and bar of support structure, and contact surfaces at clamping screws, which are screwed into walls of grooves |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9411070U1 (en) * | 1994-06-09 | 1995-10-12 | Hartmann & Co W | Building facade |
US5636484A (en) * | 1994-08-11 | 1997-06-10 | Odl Incorporated | Hurricane door light |
IL123980A (en) * | 1998-04-07 | 2000-10-31 | Arpal Aluminum Ltd | Blast resistant window framework and elements thereof |
RU2143037C1 (en) * | 1998-04-14 | 1999-12-20 | Закрытое акционерное общество "Завод Мосметаллоконструкция" | Face wall of building |
DE20000769U1 (en) * | 2000-01-18 | 2000-03-02 | Schueco Int Kg | Profile, especially window, facade or door profile and insulation material |
DE20105877U1 (en) * | 2001-04-04 | 2001-12-13 | Kleis Joachim | Polyurethane (PUR) profile with internal glass fabric reinforcement |
DE10144820A1 (en) * | 2001-09-10 | 2003-03-27 | Bemofensterbau Gmbh | Fireproof element used for the construction of a framework on a building comprises an external cover strip for tensioning a component, and a cover partially enclosing an inner space containing a filling made from a cement |
DE10161030C5 (en) * | 2001-12-12 | 2009-10-29 | Müller-BBM GmbH | facade |
RU49852U1 (en) * | 2005-07-14 | 2005-12-10 | Общество с ограниченной ответственностью "БФК-Алюминий" | STRUCTURAL GLAZING |
DE202007004060U1 (en) * | 2007-03-15 | 2007-05-24 | Sälzer Sicherheitstechnik GmbH | Closing-off device for gap in building has inner frame profile positively coupled to connecting profile which is itself connected to outer frame profile |
DE202007007114U1 (en) * | 2007-05-16 | 2007-08-02 | Sälzer Sicherheitstechnik GmbH | Facade at a building opening, to withstand explosions, covers an inner frame with fillers which shift under the effects of pressure waves to direct energy to dampers at the center |
-
2008
- 2008-01-28 DE DE202008001191U patent/DE202008001191U1/en not_active Expired - Lifetime
- 2008-10-22 US US12/864,831 patent/US20100307386A1/en not_active Abandoned
- 2008-10-22 RU RU2010134611/03A patent/RU2487218C2/en not_active IP Right Cessation
- 2008-10-22 EP EP08871721A patent/EP2238302B1/en not_active Not-in-force
- 2008-10-22 WO PCT/EP2008/064289 patent/WO2009095096A1/en active Application Filing
-
2010
- 2010-07-27 IL IL207244A patent/IL207244A/en active IP Right Grant
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3705401A1 (en) * | 1987-02-20 | 1988-09-01 | Heinrich Saelzer | FRAME LEGS OR RUNG FOR PANEL-SHAPED FILLINGS OF A BUILDING |
DE3744816C2 (en) | 1987-02-20 | 1991-03-07 | Saelzer Sicherheitstechnik Gmbh, 3550 Marburg, De | Explosion-resistant glazing |
EP0933486A1 (en) * | 1997-01-13 | 1999-08-04 | SCHÜCO International KG | Curtain wall or glazed roof with a fire protection |
DE29919630U1 (en) | 1999-11-09 | 2000-06-21 | Schueco Int Kg | Facade or light roof with a framework made of posts and transom profiles |
DE202007007113U1 (en) | 2007-05-16 | 2007-08-09 | Sälzer Sicherheitstechnik GmbH | Explosive effect-restraining facade system for sealing building opening, has frame profiles connected with pole and bar of support structure, and contact surfaces at clamping screws, which are screwed into walls of grooves |
Also Published As
Publication number | Publication date |
---|---|
EP2238302A1 (en) | 2010-10-13 |
RU2010134611A (en) | 2012-03-10 |
IL207244A0 (en) | 2010-12-30 |
DE202008001191U1 (en) | 2009-06-10 |
IL207244A (en) | 2016-03-31 |
EP2238302B1 (en) | 2012-06-06 |
US20100307386A1 (en) | 2010-12-09 |
RU2487218C2 (en) | 2013-07-10 |
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