EP2276898A1 - Fertigbau-teil mit stabilisierungs-vorrichtung - Google Patents
Fertigbau-teil mit stabilisierungs-vorrichtungInfo
- Publication number
- EP2276898A1 EP2276898A1 EP09729721A EP09729721A EP2276898A1 EP 2276898 A1 EP2276898 A1 EP 2276898A1 EP 09729721 A EP09729721 A EP 09729721A EP 09729721 A EP09729721 A EP 09729721A EP 2276898 A1 EP2276898 A1 EP 2276898A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- prefabricated part
- part according
- connecting device
- anchoring elements
- elements
- 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
Links
- 230000006641 stabilisation Effects 0.000 title abstract description 36
- 238000011105 stabilization Methods 0.000 title abstract description 36
- 238000004873 anchoring Methods 0.000 claims abstract description 44
- 238000005266 casting Methods 0.000 claims abstract description 28
- 239000000463 material Substances 0.000 claims abstract description 15
- 230000000087 stabilizing effect Effects 0.000 claims description 46
- 150000001875 compounds Chemical class 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 230000007797 corrosion Effects 0.000 claims description 8
- 238000005260 corrosion Methods 0.000 claims description 8
- 239000002131 composite material Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 2
- 239000007769 metal material Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000003860 storage Methods 0.000 claims description 2
- 239000004567 concrete Substances 0.000 description 18
- 238000004519 manufacturing process Methods 0.000 description 13
- 229910000746 Structural steel Inorganic materials 0.000 description 9
- 238000011065 in-situ storage Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 239000003381 stabilizer Substances 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000009416 shuttering Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000011210 fiber-reinforced concrete Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 235000011837 pasties Nutrition 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
Definitions
- the present invention relates to prefabricated part with at least one stabilizing device, wherein the prefabricated part consists of a plurality of substantially parallel to each other arranged disc-like elements, which are made of hardenable casting compound and interconnected by at least one connecting device
- the contact with the outer surfaces of the precast element to be cast should be minimal, and due to the 540 "twist and the bend, a better bond with the cast concrete should be produced, which should provide the highest possible added strength and elasticity with the least amount of steel indicated in the description there.
- the invention is based on the object to provide a stabilizing device which does not have the disadvantages of the prior art, and when used in the manufacture of finished parts, the latest regulations in terms of static, thermal insulation, corrosion resistance and the like. Meets and even still allows the increase in concreting performance. Nevertheless, it should have a low mass, cause low costs in the production and allow a simple and therefore cost-effective processing.
- a prefabricated part with at least one stabilizing device when the prefabricated part consists of several largely parallel to each other arranged disc-like elements, which are made of curable casting material and interconnected by at least one connecting device and when the stabilizing device has rod-shaped and at least at the ends anchoring elements for anchoring the stabilizing device in the curable casting composition.
- a prefabricated part is also advantageous if the stabilizing device has a tensile, rod-shaped shaft between the anchoring elements. It is also advantageous if the anchoring elements each consist of at least one bend, which in one
- the anchoring elements each have a plurality of bends, which are formed in opposite directions.
- the anchoring elements each have at least one bend, which is bent by 180 °, so that the longitudinal axis of this bend parallel to the longitudinal axis of the stabilization device and the two longitudinal axes span a plane, which is very beneficial is when the anchoring elements in the region of their bends in at least one plane, which includes an angle to the plane of the longitudinal axes, each having further bends, which are formed in opposite directions.
- end anchoring elements are designed as caps.
- the stabilization device has a circular or prismatic cross-section and is formed by a rod-shaped element with meandering ends.
- the ends of the stabilization device are formed by flat elements with a structured surface, or if the ends of the stabilization device is formed by elements with a sanded surface.
- a prefabricated part is designed to be particularly advantageous when the stabilization device in multiple design between the parallel arranged Schei- benartigen elements can be arranged and anchored in the curable casting yard.
- the stabilization device can be magazineed in multiple designs and the storage of the stabilization devices takes place with the aid of a holding strip.
- the retaining strip for the stabilization devices preferably extends in the magazining in a plane in which the stabilization s istsvoriquesen are arranged.
- a particularly favorable prefabricated part results when the retaining strip for the stabilizing devices during assembly at least partially extends in a plane which extends substantially perpendicular to the longitudinal axes of the stabilizing devices.
- the holding strip is arranged between the anchoring elements in the region of the rod-shaped shaft.
- the stabilization device has an assembly auxiliary device between the anchoring elements in the region of the rod-shaped shaft, in particular if the mounting auxiliary device is designed as a plate which extends in a plane which is substantially rectangular extends to the longitudinal axis of the stabilization device.
- the stabilization device consists of tensile material, such as fiber composite material or metallic material. It can also be designed in several parts and consist of corrosion-resistant material or corrosion-resistant surface-finished.
- anchoring elements is an integral part of a known reinforcing element such as a lattice girder.
- the very particular advantage of a prefabricated part according to the invention is that the stabilizing device is designed with its anchoring elements so yielding that it is deflected when hitting obstacles in the casting.
- FIG. 1 shows a prefabricated part with inserted stabilization device
- Figure 2 shows a detail of a prefabricated part with stabilizing devices used in a spatial view
- Figure 3 shows a further detail of a prefabricated part with stabilizing devices used in a spatial view
- Figure 4 shows a third section of a prefabricated part with stabilizing devices used in a lateral view
- Figure 5 is a plurality of stabilization devices on a holding strip magaziniert
- FIGS. 6a to 6d show various stages of an application of magazine stabilization devices with different tensile and / or pressure elements;
- Figure 7 shows further variants of a stabilization device and
- Figure 8 is a sequence diagram when inserting a stabilizing device.
- FIG. 1 shows a prefabricated part 1 in the form of a double-walled wall.
- a double-walled wall here consists for example of two mutually parallel elements 2 and 3, which are disc-like and also referred to as inner 2 and outer shell 3.
- inner 2 and outer shell 3 if necessary mild steel or structural steel mesh 4 is poured, in each case already in the production of the individual shells, as described in an earlier, but not yet published application by the applicant in detail.
- the disc-like shells can also consist of fiber-reinforced concrete, as described e- b Meeting in an earlier, but not yet published application of the applicants.
- the reference numeral 5 denotes a connecting device.
- the connecting device 5 is in the case of an already completed wall - which was formed by the prefabricated part 1 - between the inner shell 2 and the outer shell 3.
- Figure 1 is to be illustrated that the connecting device 5 between the inner shell 2 and the outer shell 3 is positioned.
- stabilizing devices 6 are anchored in the disc-like inner and outer shells 2 and 3 according to the invention. After the stabilizing devices 6 positioned in the position between the inner shell 2 and the outer shell 3 and the bivalve wall 1 is positioned vertically in the production of the prefabricated part 1, this is filled with curable casting material, here with in-situ concrete G.
- the stabilizing devices 6 then serve to stiffen the prefabricated part 1 by forming a tensile composite with the elements 2 and 3 of hardenable casting compound and prevents the bulge during concreting.
- a prefabricated part 1 is shown with stabilizing devices 62 used as a detail
- stabilizing devices 63 in a modified design, as used in the embodiment in Figure 2, also shown as a section of a prefabricated part 1. It can be seen in FIG. 2 that the stabilizing device 62, with its anchoring elements 72 located at the end regions, are anchored in the inner and outer shells 2 and 3 which are arranged parallel to one another. This anchoring is done by insertion into the not yet cured casting G in the production of the individual inner and outer shells 2 and 3.
- the stabilizing devices 62 so far dive into the casting compound G until their anchoring elements 72 in the still soft casting material G completely have penetrated.
- the stabilization devices 62 have surface-mounted mounting devices that can be designed in a multi-dimensional manner as a plate 82 and fix the stabilization devices 62 in the correct position in the casting compound G until they cure.
- the stabilizer devices 62 may extend to the outer surfaces of the inner and outer shells 2 and 3. If desired or required, by displacing the plates 82 on the stabilizers 62 a sufficient distance between the outer surfaces of the inner and outer shells 2 and 3 and the ends of the stabilizers 62 can be maintained, this gives a good result Corrosion protection and good thermal insulation, since cold bridges are avoided.
- the stabilizing devices 62 can also - as described above - penetrate to the outer surfaces of the inner and outer shell 2 and 3.
- the stabilizing devices 62 in these cases may consist of corrosion-resistant material or be corrosion-resistant surface-finished.
- the end regions of the stabilizing devices 62 are used in the manufacture of the disk-like elements which make up the internal and external damage. len 2 and 3, anchored in these due to their special shape of the anchoring elements 72.
- Each of the elements 2 or 3 is cast in a mold and may have reinforcing steel mesh 42 which the stabilizing devices can dodge.
- the mounting auxiliary device 83 consists in this embodiment of a tripod, which may be made of wire and fixes the stabilizer 63 until the curing of the molding compound G.
- the element 2 is removed from the mold, this cleaned and a new Layer G tellmasse G is filled to produce another element 3 in the mold, reinforced with structural steel fabric or completely cast with fiber-reinforced concrete.
- loading before this new plate hardens into a solid element 3 the already finished element 2 with the stabilizing devices 63 therein is inserted into the uncured casting compound G of the second element 3, until the still free anchoring element 73 is also in this element 3 strikes the Baustahlgewebe, sliding past this and rests on the formwork panel.
- the casting compound G of the second element 3 hardens and a stabilized double-shell prefabricated part 1 is produced.
- This double-shell prefabricated part 1 is taken out of the mold, placed vertically and is in the position as shown in Figure 1.
- the stabilizing device 63 is anchored in each case to the end regions of the anchoring elements 73 in the hardened casting compound G of the inner and outer shells 2 and 3, the stabilizing device 63 being designed here and in the other exemplary embodiments in that it forms a tensile bond with the elements 2 and 3 of hardenable casting compound and contributes substantially to the stability of the prefabricated part 1 during the concreting.
- FIG. 4 shows a stabilization device 64 in a prefabricated part 1 in a side view.
- This stabilization device 64 corresponds to the previously described stabilization devices 6 to 63 from FIGS. 1 to 3; it is shown here without additional mounting auxiliary device in order to document the different type of fixation.
- the individual rod-shaped stabilizing devices 64 are particularly well suited to be ajar against the conventional reinforcing components such as lattice girders 44/84 and / or fixed with wire, which in the prefabricated part 1 sufficient stability with low weight, ease of use and lowest cost guaranteed.
- the material is suitable for this embodiment, any material with sufficient strength.
- the design of the tensile stabilizers 64 is also useful in this embodiment. example rod-cylindrical. However, they can also advantageously have a prismatic cross-section and are fastened to the reinforcement component 84 in any suitable manner.
- the anchoring elements can be an integral part of the above-described reinforcement components 44.
- FIG. 5 shows how a number of stabilizing devices 6 can be stored by means of a retaining strip 9.
- the holding strip 9 lies in a common plane with the stabilizing devices 6, can be rolled up and produced in almost any length. More about this application example is shown in FIGS. 6a to 6d.
- FIG. 6a shows in highly schematic form a rolled-up retaining strip 9 in a lateral view, wherein only the circular cross-sections can be seen in the left-hand part of the stabilization devices 6, which lie with the retaining strip 9 in a common plane.
- FIG. 6b illustrates a portion of the left portion of FIG. 6a showing stabilizing devices 6 in a common plane with the retaining strip 9.
- FIG. 6c shows how the retaining strip 9 is twisted in the middle region of FIG. 6a and the stabilizing devices 6 are set up.
- FIG. 6d finally shows a situation in which the retaining strip 9 assumes an angle of approximately 90 ° to the longitudinal axis of the stabilization device 6 and is ready for insertion into the not yet hardened concrete G of the disk-like element 2.
- the constellation as shown in Figure 1.
- the retaining strip 9 fixes the stabilizing device 6 until the concrete G has cured in its position.
- FIG. 7 illustrates that other embodiments of anchoring elements than those shown so far are possible.
- a variant with hood-shaped anchoring element 771 is shown on a shaft 671, which forms the stabilization device.
- a figure rotated by 90 ° is shown, in which it can be seen that a hood-like anchoring element 772 is combined with a wave-shaped end of a stabilization device 672.
- FIGS. 8a to 8d are intended to illustrate how a stabilizing device 6 can always avoid it when hitting a reinforcement element 4, which is made possible due to the special design of the anchoring elements 7. If, according to FIG. 8 a, the stabilizing device 6 with its anchoring element 7 is located exactly above a bar of the reinforcing element 4, it strikes the surface of the reinforcing element 4 during insertion into the pasty concrete according to FIG. 8 b.
- the special shape of the anchoring element 7 becomes more pronounced Pressure on the stabilizing device 6 of the lower part due to the flexibility of the rod-shaped stabilizing device 6 deflected (Figure 8c) and the stabilizing device 6 slides along the reinforcing element 4 in its desired position ( Figure 8d). There it is fixed with the aid of the various mounting auxiliary devices until the concrete has hardened.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL09729721T PL2276898T3 (pl) | 2008-04-08 | 2009-03-27 | Prefabrykowany element budowlany z urządzeniem stabilizującym |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008017908 | 2008-04-08 | ||
PCT/DE2009/000428 WO2009124526A1 (de) | 2008-04-08 | 2009-03-27 | Fertigbau-teil mit stabilisierungs-vorrichtung |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2276898A1 true EP2276898A1 (de) | 2011-01-26 |
EP2276898B1 EP2276898B1 (de) | 2013-02-13 |
Family
ID=40937413
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09729721A Active EP2276898B1 (de) | 2008-04-08 | 2009-03-27 | Fertigbau-teil mit stabilisierungs-vorrichtung |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP2276898B1 (de) |
DE (1) | DE112009001428A5 (de) |
ES (1) | ES2411154T3 (de) |
HR (1) | HRP20130422T1 (de) |
PL (1) | PL2276898T3 (de) |
WO (1) | WO2009124526A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011119493A1 (de) | 2011-11-26 | 2013-05-29 | Erich Kastner | Isolierte Fertigbau-Wand und Verfahren zu deren Herstellung |
CA3056094A1 (en) | 2018-09-21 | 2020-03-21 | Cooper E. Stewart | Insulating concrete form apparatus |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB433463A (en) * | 1934-02-12 | 1935-08-12 | Wallace Alfred Evans | An improved method of making concrete walls |
DE1984264U (de) | 1968-02-07 | 1968-04-25 | Werner A Schuckmann | Mehrfach-verbundnadel fuer mehrschichtenplatten. |
GB1188066A (en) * | 1968-03-05 | 1970-04-15 | Cotarex Ets | Improvements in Elements for Concrete Walls |
PT87871B (pt) | 1987-07-01 | 1994-03-31 | Martinez Baena Juan A | Aperfeicoamentos na construcao de edificacoes |
US5140794A (en) * | 1988-03-14 | 1992-08-25 | Foam Form Systems, Inc. | Forming system for hardening material |
FR2758151A1 (fr) | 1997-01-09 | 1998-07-10 | David Lassave | Elements prefabriques de coffrage pour la realisation de murs en beton coule |
US20010029717A1 (en) * | 1997-02-04 | 2001-10-18 | Spakousky John G. | Composite building block with modular connective structure |
US7266931B2 (en) | 2002-07-22 | 2007-09-11 | Composite Technologies Corporation | Concrete sandwich wall panels and a connector system for use therein |
FR2881766B1 (fr) | 2005-02-10 | 2008-09-19 | Didier Helmstetter | Mur a coffrage integre |
DE102005041082A1 (de) * | 2005-08-30 | 2007-03-01 | Schöck Bauteile GmbH | System und Verfahren zur Herstellung von gedämmten Hohlwänden |
DE202007004408U1 (de) | 2007-03-26 | 2007-06-28 | Maier, Gerhard | Bewehrungselement für Fertigbau-Teile |
-
2009
- 2009-03-27 PL PL09729721T patent/PL2276898T3/pl unknown
- 2009-03-27 EP EP09729721A patent/EP2276898B1/de active Active
- 2009-03-27 ES ES09729721T patent/ES2411154T3/es active Active
- 2009-03-27 WO PCT/DE2009/000428 patent/WO2009124526A1/de active Application Filing
- 2009-03-27 DE DE112009001428T patent/DE112009001428A5/de not_active Withdrawn
-
2013
- 2013-05-13 HR HRP20130422AT patent/HRP20130422T1/hr unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2009124526A1 * |
Also Published As
Publication number | Publication date |
---|---|
PL2276898T3 (pl) | 2013-09-30 |
ES2411154T3 (es) | 2013-07-04 |
EP2276898B1 (de) | 2013-02-13 |
HRP20130422T1 (en) | 2013-08-31 |
WO2009124526A1 (de) | 2009-10-15 |
DE112009001428A5 (de) | 2011-03-10 |
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