EP1153179A1 - Gewebematte als räumliche microbewehrung zur staffelung, lagefixierung und variation der zuschlagskörnung von zementgebundenen bauteilen - Google Patents
Gewebematte als räumliche microbewehrung zur staffelung, lagefixierung und variation der zuschlagskörnung von zementgebundenen bauteilenInfo
- Publication number
- EP1153179A1 EP1153179A1 EP00966341A EP00966341A EP1153179A1 EP 1153179 A1 EP1153179 A1 EP 1153179A1 EP 00966341 A EP00966341 A EP 00966341A EP 00966341 A EP00966341 A EP 00966341A EP 1153179 A1 EP1153179 A1 EP 1153179A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mat
- fabric
- aggregate
- micro
- concrete
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0006—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects the reinforcement consisting of aligned, non-metal reinforcing elements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0081—Embedding aggregates to obtain particular properties
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
Definitions
- the invention relates to a mat, preferably made of micro-fabrics, for forming load-bearing and sealing concrete components by infiltration of cement mortar and / or concrete.
- the overall system is a composite material, consisting of the mat system presented with a hydraulic binder.
- the aggregate grains are already integrated in the prefabricated, 3-dimensionally woven fabric mat, and then a flowable cement mortar with a high proportion of fine grains is infiltrated.
- a prefabricated, 3-dimensionally woven fabric mat without aggregate is used and the aggregate is only introduced after subsequent mortar infiltration.
- the mat acts as a sieve in the case of concrete infiltration and ensures position fixing and size grading of the aggregate grains over the component thickness.
- the grid layers also ensure the load-bearing capacity of the component.
- the material of the fabric can be selected as desired.
- the mat is preferably made of woven metal or plastic.
- a reinforced concrete cover is required for reinforced concrete, which means that the entire cross-sectional height cannot be used statically.
- the basis of the patent application is the variation of the largest grains over the component thickness, whereby the rigidity is increased by large grains in the pressure zone and reduced by small grain sizes in the tensile zone.
- the high rigidity in the pressure zone causes a load redistribution and thus better material utilization until the elongation at break of the pressure-stressed material concrete.
- the lower rigidity in the tensile zone increases the concrete elongation until the concrete tensile strength is exceeded, ie the concrete remains unscrewed longer and the durability is improved.
- the fine coma in the tension zone results in a denser concrete structure and an improvement in the bond properties with reinforcing steel.
- the positional securing of the aggregate should be controlled both in the layer level and over the entire cross-section.
- the large spread of the material behavior of concrete is minimized by securing the position in the individual levels and the even graduation across the cross-sectional height.
- the spatial micro-fabric also guarantees the positive properties of a high-performance concrete.
- the properties of the high-performance concrete and the advantages of the incorporation of multi-layer micro-fabrics are described in a publication by the inventor [2]. 1.3 Detailed description of the invention (main claim)
- Fabric material and strength values can be selected as desired (preferably steel, normal strength or high strength)
- stiffness can be set with all surcharge types, different surcharge types can be combined
- Type of surcharge standard surcharge (gravel, sand, grit etc.),
- Shape any (ball, disc, cubic etc.)
- Variant 2 spatial mat with filter effect during infiltration (also applies to variant 1)
- Example variant 2 spatial fabric mat for filtering the aggregate
- large aggregate grains increase the rigidity of the upper part of the component and increase the abrasion resistance in the event of wear.
- Low rigidity of the underside of the component guarantees the crack-bridging effect of this layer and reduces the crack widths
- Deviation from existing systems is the targeted use of several layers of micro-reinforcement for prestressing extremely thin, hydraulically bound components.
- the preload favors larger spans and a largely crack-free construction.
- Variant 1 spatial grading of grain sizes, isometry
- Fig. 1.2 as 1.1 with spatial interweaving, view
- Fig. 2 structure of the 3-dimensional fabric mat with variation of the mesh sizes
- Variant 2 (sieve effect in fresh concrete infiltration through sieves 1 to n) sieve 1 Enclosing fabric layers for staggering and securing the aggregate and securing the load-bearing capacity u.
- Crack width restriction sieve 2 close-meshed fabric layers stencil, securing the position of the displacement body
- Fig. 7 mat structure with integrated cable channels
- Fig. 10 beam with micro fabric (variant 1) + reinforcing steel
- Preferred applications of the composite material are concrete layers as wear and sealing layers, walls, facade elements, integrated formwork or any profiles and beams.
- the exploitation of the good thermal conductivity of this material, due to the spatial steel mesh, in relation to unreinforced concrete enables use as direct heating and thus ensures that traffic areas are free of snow and ice.
- Appropriate training of the mat joint ensures a seamless construction when newly created.
- a modular system (Fig. 5) is created that guarantees a qualitatively safe execution with constant quality without specialized personnel.
- Another component will be prefabricated concrete elements that allow any geometrical shape of the mats, such as pipes, containers, U + T + box profiles, etc.
- the prestressing of thin panels under high loads opens up slim, crack-free structures.
- the targeted spatial arrangement of aggregates / displacement bodies (hollow bodies) enables a construction with high energy consumption, e.g. in the case of shock loads from armored cabinets or bunkers.
- Integrated formwork thin panels (facades, mega tiles), road surfaces, industrial floors, start u. Landing strips, tank cups, barrel storage, filling areas, dipping basins, loading zones, garbage bunkers, large pipes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Producing Shaped Articles From Materials (AREA)
- Woven Fabrics (AREA)
- Road Paving Structures (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Panels For Use In Building Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH01788/99A CH692157A9 (de) | 1999-09-27 | 1999-09-27 | Räumlich eingestellte Mattenanordnung zur Staffelung, Lagefixierung und Variation der Zuschlagskörnung von zementgebundenen Bauteilen. |
CH178899 | 1999-09-27 | ||
PCT/IB2000/001369 WO2001023685A1 (de) | 1999-09-27 | 2000-09-27 | Gewebematte als räumliche microbewehrung zur staffelung, lagefixierung und variation der zuschlagskörnung von zementgebundenen bauteilen |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1153179A1 true EP1153179A1 (de) | 2001-11-14 |
EP1153179B1 EP1153179B1 (de) | 2005-11-23 |
Family
ID=4218622
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00966341A Expired - Lifetime EP1153179B1 (de) | 1999-09-27 | 2000-09-27 | Bewehrungsmatte sowie Verwendung einer solchen Bewehrungsmatte für ein Bauteil aus Zementmörtel und/oder Beton, Bauteil aus Zementmörtel und/oder Beton sowie Verfahren zur Herstellung eines solchen Bauteils |
Country Status (10)
Country | Link |
---|---|
US (1) | US6868645B2 (de) |
EP (1) | EP1153179B1 (de) |
AT (1) | ATE310862T1 (de) |
AU (1) | AU7677900A (de) |
CH (1) | CH692157A9 (de) |
DE (1) | DE50006748D1 (de) |
DK (1) | DK1153179T3 (de) |
ES (1) | ES2253258T3 (de) |
PT (1) | PT1153179E (de) |
WO (1) | WO2001023685A1 (de) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10348508A1 (de) * | 2003-10-18 | 2005-06-09 | Hauser, Stephan, Dr.-Ing. | Mobiler Munitionsbehälter |
GB2408015A (en) * | 2003-11-14 | 2005-05-18 | Intelligent Engineering | Structural sandwich plate members with forms |
US7529418B2 (en) * | 2004-05-20 | 2009-05-05 | Hewlett-Packard Development Company, L.P. | Geometry and view assisted transmission of graphics image streams |
DE202007005496U1 (de) * | 2006-07-07 | 2008-08-21 | Ducostone Gmbh | Plattenförmiges Bauelement |
WO2008003276A2 (de) * | 2006-07-07 | 2008-01-10 | Ducostone Gmbh | Plattenförmiges bauelement |
US20080118309A1 (en) * | 2006-11-21 | 2008-05-22 | Jan Erik Jansson | Flexible grid and predominantly concrete mat employing same |
DE202007005497U1 (de) | 2007-04-13 | 2008-08-14 | Ducostone Gmbh | Plattenförmiges Bauelement |
DE112007003736A5 (de) * | 2007-10-17 | 2010-09-09 | Ducon Gmbh | Bauelement, insbesondere plattenförmiges Bauelement aus Beton und Betonzuschlagsmaterial |
DE202007014526U1 (de) | 2007-10-17 | 2009-03-05 | Ducon Gmbh | Bauelement, insbesondere plattenförmiges Bauelement aus Beton und Betonzuschlagsmaterial |
US7926407B1 (en) * | 2007-11-16 | 2011-04-19 | Gerald Hallissy | Armor shielding |
DE202008009564U1 (de) | 2008-07-16 | 2009-12-03 | Hauser, Stephan, Dr.-Ing. | Bauelement aus Beton und Betonzuschlagmaterial |
EP2236686A1 (de) * | 2009-04-03 | 2010-10-06 | F.J. Aschwanden AG | Bewehrungselement für die Aufnahme von Kräften von betonierten Platten im Bereich von Stützelementen |
WO2010132900A1 (en) * | 2009-05-15 | 2010-11-18 | Duc Thang Do | Steel reinforcement structure of bubbledeck slab elements and procedure of manufacturing bubbledeck slab elements |
CN102108715B (zh) * | 2011-01-26 | 2012-09-26 | 河海大学 | 筒形结构建筑物的正交网格式数值配筋方法 |
GB201117162D0 (en) * | 2011-10-05 | 2011-11-16 | Univ Ulster | Concrete panels |
DE102012009284B4 (de) * | 2012-05-11 | 2015-01-22 | Goldschmidt Thermit Railservice Gmbh | Verfahren zur Sanierung einer festen Fahrbahn / Verfestigte Schotterbahn |
HUE027065T2 (en) | 2012-05-23 | 2016-08-29 | Groz Beckert Kg | Textile reinforced concrete building block |
DE102014000316B4 (de) * | 2014-01-13 | 2016-04-07 | Goldbeck Gmbh | Verbundbauteil aus auf Stahlträgern aufgelagerten Deckenbetonfertigteilen |
DE102014108761A1 (de) | 2014-06-23 | 2015-12-24 | Jörg Rathenow | Verfahren zum Veredeln von Werkstoffen |
DE202014104905U1 (de) | 2014-10-15 | 2014-10-30 | Johann Dirscherl | Schraubfundament |
JP7352367B2 (ja) * | 2019-03-29 | 2023-09-28 | ニチハ株式会社 | 建材製造装置および建材製造方法 |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US553305A (en) * | 1896-01-21 | Fireproof-building construction | ||
US1335780A (en) * | 1920-04-06 | Conobete building | ||
GB8322645D0 (en) * | 1983-08-23 | 1983-09-28 | Lambeg Ind Research Assn | Textile reinforced cement structure |
GB2196660B (en) | 1986-10-29 | 1991-06-26 | Shimizu Construction Co Ltd | Wire mesh truss used as building wall element |
GB8900565D0 (en) * | 1989-01-11 | 1989-03-08 | Kubik Marian L | Space frame |
US5251414A (en) * | 1992-03-16 | 1993-10-12 | Duke Darryl A | Energy absorbing composite and reinforcing core |
DE19808078A1 (de) | 1998-02-21 | 1999-09-16 | Holzmann Philipp Ag | Vorzugsweise aus Metallteilen bestehende Matte zur Bildung tragender und abdichtender Betonteile |
DE19903304A1 (de) * | 1999-01-28 | 2000-08-03 | Hauser Manfred | Gewebematte als Mikrobewehrung mit integrierten Verdrängungskörpern |
-
1999
- 1999-09-27 CH CH01788/99A patent/CH692157A9/de not_active IP Right Cessation
-
2000
- 2000-09-27 DE DE50006748T patent/DE50006748D1/de not_active Expired - Lifetime
- 2000-09-27 DK DK00966341T patent/DK1153179T3/da active
- 2000-09-27 AT AT00966341T patent/ATE310862T1/de active
- 2000-09-27 PT PT00966341T patent/PT1153179E/pt unknown
- 2000-09-27 WO PCT/IB2000/001369 patent/WO2001023685A1/de active IP Right Grant
- 2000-09-27 AU AU76779/00A patent/AU7677900A/en not_active Abandoned
- 2000-09-27 ES ES00966341T patent/ES2253258T3/es not_active Expired - Lifetime
- 2000-09-27 EP EP00966341A patent/EP1153179B1/de not_active Expired - Lifetime
-
2001
- 2001-09-27 US US09/965,050 patent/US6868645B2/en not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
---|
See references of WO0123685A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE50006748D1 (de) | 2004-07-15 |
WO2001023685A1 (de) | 2001-04-05 |
PT1153179E (pt) | 2006-06-30 |
EP1153179B1 (de) | 2005-11-23 |
AU7677900A (en) | 2001-04-30 |
DK1153179T3 (da) | 2006-04-10 |
ATE310862T1 (de) | 2005-12-15 |
CH692157A5 (de) | 2002-02-28 |
US6868645B2 (en) | 2005-03-22 |
CH692157A9 (de) | 2002-06-28 |
US20020062619A1 (en) | 2002-05-30 |
ES2253258T3 (es) | 2006-06-01 |
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