EP1123443B1 - Method for manufacturing a ground slab field and a ground slab field - Google Patents
Method for manufacturing a ground slab field and a ground slab field Download PDFInfo
- Publication number
- EP1123443B1 EP1123443B1 EP99952664A EP99952664A EP1123443B1 EP 1123443 B1 EP1123443 B1 EP 1123443B1 EP 99952664 A EP99952664 A EP 99952664A EP 99952664 A EP99952664 A EP 99952664A EP 1123443 B1 EP1123443 B1 EP 1123443B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete slab
- sheet
- slab
- metal profile
- dowel plate
- 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.)
- Expired - Lifetime
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 5
- 229910052751 metal Inorganic materials 0.000 claims description 76
- 239000002184 metal Substances 0.000 claims description 76
- 238000005266 casting Methods 0.000 claims description 44
- 238000004873 anchoring Methods 0.000 claims description 36
- 239000004033 plastic Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 description 14
- 210000001503 Joints Anatomy 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical group 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[Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000002457 bidirectional Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000001419 dependent Effects 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
Description
Claims (10)
- A method for manufacturing a ground slab field which comprises at least a first concrete slab (1) and a second concrete slab (2), in which method
   at least a first casting mould and, beside it, a second casting mould is formed, which casting moulds have four sides, of which at least the side which is between the casting moulds is made of a sheet-metal profile (3), and which casting moulds have a floor made of earth or the like,
   concrete is poured into the casting moulds, and
   the first concrete slab (1) is produced in the first casting mould and the second concrete slab (2) in the second casting mould,
   characterized in that in the method
   a sheet-metal profile (3) is used, the first side of which has at least one first dowel plate (5) shaped substantially like a half-circle or a segment of a circle fastened to it, and the second side of which sheet-metal profile (3) has at least one anchoring means (6) fastened to it,
   the sheet-metal profile (3) is placed between a first casting mould and a second casting mould in such a manner that the at least one of a circle first dowel plate (5) shaped substantially like a half-circle or a segment of a circle on the first side of the sheet-metal profile (3) is substantially horizontal in the first casting mould and that the at least one anchoring means (6) on the second side of the sheet-metal profile (3) is in the second casting mould,
   said at least one anchoring means (6) is at least partly cast into the second concrete slab (2) in such a manner that the anchoring means (6) anchors the sheet-metal profile (3) stationary into the second concrete slab (2), and
   the first dowel plate (5) is at least partly cast into the first concrete slab (1) in such a manner that the first dowel plate (5) can only move substantially horizontally in the first concrete slab (1) so that the first concrete stab (1) and the second concrete slab (2) together with the sheet-metal profile (3) anchored stationary to it can only move substantially horizontally in relation to each other. - A ground slab field comprising at least
   a first concrete slab (1) and a second concrete slab (2),
   wherein the first concrete slab (1) and the second concrete slab (2) are located substantially level side by side with a sheet-metal profile (3) between the first concrete slab (1) and the second concrete slab (2), characterized in that
   at least one substantially horizontal first dowel plate (5) shaped substantially like a half-circle or a segment of a circle is fastened to the first side of the sheet-metal profile (3),
   at least one anchoring means (6) is fastened to the second side of the sheet-metal profile (3),
   the anchoring means (6) is at least partly sunk into the second concrete slab (2) so that the anchoring means (6) anchors the sheet-metal profile (3) stationary to the second concrete slab (2), and
   the first dowel plate (5) is at least partly sunk into the first concrete slab (1) so that the first dowel plate (5) can only move substantially horizontally in the first concrete slab (1) so that the first concrete slab (1) and the second concrete slab (2) together with the sheet-metal profile (3) anchored stationary to it can only move substantially horizontally in relation to each other. - A ground slab field as claimed in claim 2, characterized in that the anchoring means (6) is formed of a second dowel plate (6).
- A ground slab field as claimed in claim 3, characterized in that the second dowel plate (6) is shaped so that it at least partly differs from the horizontal.
- A ground slab field as claimed in claim 3, characterized in that the first dowel plate (5) and the second dowel plate (6) are fastened to each other.
- A ground slab field as claimed in claim 5, characterized in that the first dowel plate (5) and the second dowel plate (6) form together a substantially circular structure.
- A ground slab field as claimed in claim 5, characterized in that the structure formed by the first dowel plate (5) and the second dowel plate (6) is fastened to a hole extending through the sheet-metal profile (3).
- A ground slab field as claimed in claim 2, characterized in that the first dowel plate (5) comprises a bearing element (7) to improve the movement between the first dowel plate (5) and the first concrete slab (1).
- A ground slab field as claimed in claim 8, characterized in that the bearing element (7) is a plastic part which at least partly surrounds the first dowel plate (5).
- A ground slab field as claimed in claim 2, characterized in that the sheet-metal profile (3) is L-shaped in cross-profile and located so that the horizontal part of the L-shaped profile is in the bottom area of the second concrete slab (2).
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI982269A FI982269A0 (en) | 1998-10-20 | 1998-10-20 | Process for the production of fields of soil-reinforced concrete slabs and fields of soil-reinforced concrete slabs |
FI982269 | 1998-10-20 | ||
FI982675A FI110631B (en) | 1998-10-20 | 1998-12-10 | Process for the preparation of a field of ground-fixed concrete slabs and fields of ground-fixed concrete slabs |
FI982675 | 1998-12-10 | ||
PCT/FI1999/000865 WO2000023653A1 (en) | 1998-10-20 | 1999-10-19 | Method for manufacturing a ground slab field and a ground slab field |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1123443A1 EP1123443A1 (en) | 2001-08-16 |
EP1123443B1 true EP1123443B1 (en) | 2004-01-02 |
Family
ID=26160658
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99952664A Expired - Lifetime EP1123443B1 (en) | 1998-10-20 | 1999-10-19 | Method for manufacturing a ground slab field and a ground slab field |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP1123443B1 (en) |
AT (1) | AT257196T (en) |
AU (1) | AU6478499A (en) |
DE (2) | DE19983667T1 (en) |
DK (1) | DK1123443T3 (en) |
ES (1) | ES2212643T3 (en) |
FI (1) | FI110631B (en) |
NO (1) | NO316179B1 (en) |
PL (1) | PL204665B1 (en) |
WO (1) | WO2000023653A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7874762B2 (en) | 2005-12-14 | 2011-01-25 | Shaw & Sons, Inc. | Dowel device with closed end speed cover |
US9340969B1 (en) | 2014-11-13 | 2016-05-17 | Shaw & Sons, Inc. | Crush zone dowel tube |
Families Citing this family (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2812891B1 (en) * | 2000-08-11 | 2003-12-19 | Freyssinet Int Stup | DEVICE FOR JOINING CONCRETE SLABS AND METHOD FOR REPAIRING BEARING SURFACES, USING THE SAME |
FI116154B (en) | 2001-02-05 | 2005-09-30 | Vaelisuomen Imubetoni Oy | Concrete tile expansion joint system |
PT1389648E (en) * | 2002-08-16 | 2007-02-28 | Permaban Ltd | Concrete floor slab |
FR2848581A1 (en) | 2002-12-17 | 2004-06-18 | G S E | Concrete slabs load transfer permitting system, has assembly plates to permit transfer of vertical loads and to allow free movement along x-axis and y-axis of concrete slabs, and wire mesh with fold for framing slab sides |
US20060275078A1 (en) | 2003-08-13 | 2006-12-07 | Shaw & Sons, Inc. | Plate concrete dowel system |
US7314333B2 (en) | 2003-08-13 | 2008-01-01 | Shaw & Sons, Inc. | Plate concrete dowel system |
US6926463B2 (en) * | 2003-08-13 | 2005-08-09 | Lee A. Shaw | Disk plate concrete dowel system |
US7338230B2 (en) | 2003-08-13 | 2008-03-04 | Shaw & Sons, Inc. | Plate concrete dowel system |
WO2005111332A2 (en) * | 2004-05-14 | 2005-11-24 | David Peter Samson | A load plate and method of casting adjacent slabs of concrete |
BE1016147A3 (en) * | 2004-08-04 | 2006-04-04 | Coredis S A | Concrete slab metallic joint, has female part, placed in slab, with longitudinal flat bar and mortises that cooperate with tenons of male part, placed in another slab, having continuous flat bar, where bars form upper arris between slabs |
GB0510298D0 (en) * | 2005-05-20 | 2005-06-29 | Devlin Seamus M | Slab load transfer plate |
FI20085048A (en) | 2008-01-21 | 2009-07-22 | Peikko Finland Oy | Concrete tile expansion joint system |
FI125954B (en) * | 2008-01-21 | 2016-04-29 | Peikko Finland Oy | Movement joint system for a concrete tiling |
FI120597B (en) * | 2008-01-21 | 2009-12-15 | Peikko Finland Oy | Concrete tile expansion joint system |
GB0812672D0 (en) * | 2008-07-10 | 2008-08-20 | Permaban Ltd | Screed rail apparatus |
GB2475289A (en) | 2009-11-12 | 2011-05-18 | Peikko Group Oy | Apparatus for adjusting the height of a floor joint system |
GB2476055B (en) | 2009-12-08 | 2016-04-20 | Peikko Group Oy | Frangible connector for clamping two plates together |
GB2511729B (en) * | 2013-01-18 | 2019-04-03 | Anthony Spurrell Shaun | Floor joint apparatus |
US20150197898A1 (en) | 2014-01-15 | 2015-07-16 | Shaw & Sons, Inc. | Concrete dowel system |
US20170096810A1 (en) | 2015-10-05 | 2017-04-06 | Shaw & Sons, Inc. | Concrete dowel placement system and method of making the same |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2500262A (en) * | 1945-05-04 | 1950-03-14 | William J Parrott | Load transfer device |
US4657430A (en) * | 1983-01-24 | 1987-04-14 | Marionneaux John L | Roadway and roadway expansion joint |
EP0119652B1 (en) * | 1983-03-16 | 1986-07-16 | Heinz Witschi | Connection and stress repartition element for concrete parts |
US5674028A (en) * | 1995-07-28 | 1997-10-07 | Norin; Kenton Neal | Doweled construction joint and method of forming same |
-
1998
- 1998-12-10 FI FI982675A patent/FI110631B/en not_active IP Right Cessation
-
1999
- 1999-10-19 WO PCT/FI1999/000865 patent/WO2000023653A1/en active IP Right Grant
- 1999-10-19 ES ES99952664T patent/ES2212643T3/en not_active Expired - Lifetime
- 1999-10-19 EP EP99952664A patent/EP1123443B1/en not_active Expired - Lifetime
- 1999-10-19 PL PL347369A patent/PL204665B1/en not_active IP Right Cessation
- 1999-10-19 DE DE19983667T patent/DE19983667T1/en not_active Withdrawn
- 1999-10-19 AT AT99952664T patent/AT257196T/en unknown
- 1999-10-19 DK DK99952664T patent/DK1123443T3/en active
- 1999-10-19 AU AU64784/99A patent/AU6478499A/en not_active Abandoned
- 1999-10-19 DE DE69913977T patent/DE69913977T2/en not_active Expired - Lifetime
-
2001
- 2001-04-11 NO NO20011881A patent/NO316179B1/en not_active IP Right Cessation
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7874762B2 (en) | 2005-12-14 | 2011-01-25 | Shaw & Sons, Inc. | Dowel device with closed end speed cover |
US8007199B2 (en) | 2005-12-14 | 2011-08-30 | Shaw & Sons, Inc. | Dowel device with closed end speed cover |
US9340969B1 (en) | 2014-11-13 | 2016-05-17 | Shaw & Sons, Inc. | Crush zone dowel tube |
US9546456B2 (en) | 2014-11-13 | 2017-01-17 | Shaw & Sons, Inc. | Crush zone dowel tube |
Also Published As
Publication number | Publication date |
---|---|
DE19983667T1 (en) | 2001-11-22 |
WO2000023653A1 (en) | 2000-04-27 |
FI982675A (en) | 2000-04-21 |
FI982675A0 (en) | 1998-12-10 |
DE69913977D1 (en) | 2004-02-05 |
NO20011881D0 (en) | 2001-04-11 |
AU6478499A (en) | 2000-05-08 |
ES2212643T3 (en) | 2004-07-16 |
FI110631B (en) | 2003-02-28 |
PL204665B1 (en) | 2010-01-29 |
PL347369A1 (en) | 2002-04-08 |
DE69913977T2 (en) | 2004-12-09 |
EP1123443A1 (en) | 2001-08-16 |
NO316179B1 (en) | 2003-12-22 |
DK1123443T3 (en) | 2004-05-03 |
AT257196T (en) | 2004-01-15 |
NO20011881L (en) | 2001-04-11 |
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