WO1994013906A1 - Device for joints in concrete floors - Google Patents
Device for joints in concrete floors Download PDFInfo
- Publication number
- WO1994013906A1 WO1994013906A1 PCT/SE1993/001026 SE9301026W WO9413906A1 WO 1994013906 A1 WO1994013906 A1 WO 1994013906A1 SE 9301026 W SE9301026 W SE 9301026W WO 9413906 A1 WO9413906 A1 WO 9413906A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- concrete
- casting
- clasps
- joints
- sawn
- Prior art date
Links
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
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
Definitions
- the present invention relates to a device for joints in concrete floors, and a casting method in which the device is used.
- a further problem arising in joint spacing is that the concrete slabs rise and are pressed down differently when mechanically damaged, thereby causing differences in level between the concrete slabs.
- dowels are normally used which are cast into one slab part and which in the other slab part are coated with bitumen to allow sliding.
- One object of the present invention is to provide a device for joints in concrete floors, by means of which the problems with shrinkage cracks, damaged joint edges and differences in level between the concrete slabs are avoided.
- a further object of the present invention is to provide means for mounting the device according to the present invention in the concrete floor.
- One more object of the present invention is to pro ⁇ vide a method for casting concrete floors, in which the device according to the invention is used.
- the present invention thus relates to a device for joints in concrete floors, which comprises edge linings with clasps.
- the clasps and the edge linings are intercon ⁇ nected in a fixed manner, and each clasp is designed as two laterally projecting arches which join in an arcuate, downwardly extending projection.
- the present invention also relates to a means for pressing down the device for joints in concrete floors, and a means for mounting the device for joints in con ⁇ crete floors before casting the concrete floor.
- the present invention relates to a method for casting concrete floors, comprising the steps of casting the concrete floor on the base and steel trowel ⁇ ling of the floor surface.
- the device according to claim 1 is pressed down in the concrete before hardening thereof, whereupon the edge linings are adjusted in the steel trowelling of the concrete surface.
- the concrete floor is sawn between the edge linings to a depth which is smaller than the depth of the clasps, whereupon the now formed joints are filled with a semi-elastic sealing compound.
- the present invention also relates to a method in which the device for joints in concrete floors is mounted on means in the form of trestles, whereupon the concrete floor is cast and steel trowelled.
- the concrete floor is sawn between the edge linings to a depth which is smaller than the depth of the clasps, whereupon the now formed joints are filled with a semi-elastic sealing compound.
- Fig. 1 is a top plan view of a preferred embodiment of the device for joints in concrete floors according to the present invention.
- Fig. 2 is a cross-sectional view of a preferred embodiment of the device for joints in concrete floors according to the present invention in a reinforced con ⁇ crete floor.
- Fig. 3 is a top plan view of a preferred embodiment of a means for pressing down the device for joints in concrete floors.
- Fig. 4 is a side view of the means for pressing down the device for joints in the concrete floor.
- Fig. 5 is a top plan view of a preferred embodiment of a means for mounting the device for joints before casting the concrete.
- Fig. 6 is a side view of the means for mounting the device for joints before casting the concrete floor.
- the embodiment of the device for joints in concrete floors according to the present invention as illustrated in Figs 1 and 2 comprises edge linings 1 and one or more clasps 2, the clasps 2 being attached to the edge lin ⁇ ings 1.
- the edge linings 1 are fixed relative to each other.
- the clasps 2 are designed as two laterally projecting, V-shaped arches 3 which join in a downwardly extending, U-shaped projection 4.
- the inventive device is used when casting concrete floors, in which process the device is pressed down in the concrete before hardening.
- the concrete floor is steel trowelled and then also the edge linings 1 are adjusted.
- a joint 5 is cut in the con ⁇ crete floor between the edge linings 1.
- the joint 5 is made so deep that it extends into the U-shaped projec ⁇ tion 4 and through the reinforcement 6 of the concrete floor, but not so deep that the clasps 2 are sawn apart. This joint 5 is then filled with an elastic compound.
- the shrinkage of the area divided by the joints 5 can take place without the clasps 2 being damaged or preventing shrinkage. Cracks do not arise during shrinkage since the slab parts on each side of the sawn-up joint are allowed to shrink without resistance from the other ele ⁇ ments included in the concrete. No difference in level is possible between the edge linings 1, since the edge linings 1 are kept in a fixed position relative to each other by means of the projections 4 of the clasps 2.
- the embodiment shown in Figs 3 and 4 of a means for pressing down the device in Figs 1 and 2 in the concrete floor comprises a spear 7 with at least one spear head 8 and fastening means 9 having a clamping function 10 for fixing the device in Figs 1 and 2.
- the pressing-down means is also fitted with a handle 11 at the top of the spear 7.
- the pressing-down means is used when the device in Figs 1 and 2 should be pressed down in the cast con ⁇ crete. Such pressing-down means permit vertical and horizontal adjusting of the edge linings and fixing thereof in the correct position.
- the embodiment shown in Figs 5 and 6 of a means for mounting the device in Figs 1 and 2 before casting of the concrete floor comprises a cup-shaped recess 12 for the arcuate projections 4 of the clasps 2, a recess 13 for receiving the edge linings 1 and a recess 14 for the laterally projecting arches 3 of the clasps 2, and a base portion 15.
- the mounting means is used when the device in Figs 1 and 2 is mounted in situ before casting of the con ⁇ crete floor.
- the mounting means can also be fixed to the base by "local" concrete blocks which are cast round the base portion 15 of the mounting means.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP94903191A EP0675991A1 (en) | 1992-12-17 | 1993-11-29 | Device for joints in concrete floors |
NO952342A NO952342L (no) | 1992-12-17 | 1995-06-14 | Anordning for utforming av stöpefuger i betonggulv |
FI952994A FI952994A (sv) | 1992-12-17 | 1995-06-16 | Anordning för fogar i betonggolv |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE9203802-5 | 1992-12-17 | ||
SE9203802A SE500738C2 (sv) | 1992-12-17 | 1992-12-17 | Anordning för fogar i betonggolv |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1994013906A1 true WO1994013906A1 (en) | 1994-06-23 |
Family
ID=20388154
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/SE1993/001026 WO1994013906A1 (en) | 1992-12-17 | 1993-11-29 | Device for joints in concrete floors |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0675991A1 (sv) |
CA (1) | CA2151964A1 (sv) |
FI (1) | FI952994A (sv) |
NO (1) | NO952342L (sv) |
SE (1) | SE500738C2 (sv) |
WO (1) | WO1994013906A1 (sv) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2848581A1 (fr) * | 2002-12-17 | 2004-06-18 | G S E | Systeme pour transferer les charges entre des dalles coulees en place |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI116154B (sv) | 2001-02-05 | 2005-09-30 | Vaelisuomen Imubetoni Oy | Rörelsefogsarrangemang på betongplattsättning |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1017346A (en) * | 1911-10-25 | 1912-02-13 | Thomas Steel Reinforcement Co | Expansion-joint for concrete roadways. |
US1863846A (en) * | 1928-11-12 | 1932-06-21 | John N Heltzel | Joint member and reenforcing rod support |
US3702093A (en) * | 1970-04-03 | 1972-11-07 | Bekaert Cockerill Nv Sa | Construction of concrete road with expansion joints |
DE3726216A1 (de) * | 1987-08-07 | 1989-02-16 | Lutz Fa Karl | Fertigboden aus beton-platten, insbesondere aus ortbeton-platten bestehender industrieboden und verfahren zu dessen herstellung |
-
1992
- 1992-12-17 SE SE9203802A patent/SE500738C2/sv unknown
-
1993
- 1993-11-29 WO PCT/SE1993/001026 patent/WO1994013906A1/en not_active Application Discontinuation
- 1993-11-29 CA CA 2151964 patent/CA2151964A1/en not_active Abandoned
- 1993-11-29 EP EP94903191A patent/EP0675991A1/en not_active Withdrawn
-
1995
- 1995-06-14 NO NO952342A patent/NO952342L/no unknown
- 1995-06-16 FI FI952994A patent/FI952994A/sv not_active Application Discontinuation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1017346A (en) * | 1911-10-25 | 1912-02-13 | Thomas Steel Reinforcement Co | Expansion-joint for concrete roadways. |
US1863846A (en) * | 1928-11-12 | 1932-06-21 | John N Heltzel | Joint member and reenforcing rod support |
US3702093A (en) * | 1970-04-03 | 1972-11-07 | Bekaert Cockerill Nv Sa | Construction of concrete road with expansion joints |
DE3726216A1 (de) * | 1987-08-07 | 1989-02-16 | Lutz Fa Karl | Fertigboden aus beton-platten, insbesondere aus ortbeton-platten bestehender industrieboden und verfahren zu dessen herstellung |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2848581A1 (fr) * | 2002-12-17 | 2004-06-18 | G S E | Systeme pour transferer les charges entre des dalles coulees en place |
WO2004065694A1 (fr) * | 2002-12-17 | 2004-08-05 | Gse | Syteme pour transferer les charges entre des dalles coulees en place |
Also Published As
Publication number | Publication date |
---|---|
SE9203802L (sv) | 1994-06-18 |
SE9203802D0 (sv) | 1992-12-17 |
CA2151964A1 (en) | 1994-06-23 |
FI952994A0 (sv) | 1995-06-16 |
EP0675991A1 (en) | 1995-10-11 |
NO952342D0 (no) | 1995-06-14 |
SE500738C2 (sv) | 1994-08-22 |
FI952994A (sv) | 1995-07-13 |
NO952342L (no) | 1995-06-16 |
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