Claims
- 1. An event construction, comprising:a public area for viewing activities; a pitch for performing said activities; said pitch being accommodated on a movable floor over a base; sliding means structured and arranged to move the pitch in relation to the public area; said sliding means comprising at least one elongated track located underneath the movable floor and connected to at least one of the base and the movable floor; each elongated track comprising mortar material which is covered with a friction-reducing paint layer; and supporting means connected to at least one of the movable floor and the base, and structured and arranged to slide in relation to the track.
- 2. The construction according to claim 1, wherein the mortar is a cast mortar based on at least one of plastic and cement.
- 3. The construction according to claim 2, wherein the cast mortar is based on epoxy resin.
- 4. The construction according to claim 3, wherein the epoxy resin is a two-component resin.
- 5. The construction according to claim 1, wherein the mortar contains stony granules having a granule size between 0.25 and 4 mm.
- 6. The construction according to claim 1, wherein the mortar is impermeable to vapor after setting.
- 7. The construction according to claim 1, wherein after setting, the mortar has a maximum compression strength ranging between 30 and 150 N/mm2.
- 8. The construction according to claim 1, further comprising a reinforcement incorporated in the mortar material, in order to increase the maximum permissible tensile load of the mortar material.
- 9. The construction according to claim 8, wherein the reinforcement comprises bars extending in the lengthwise direction of the track.
- 10. The construction according to claim 1, wherein each track made of mortar material is recessed in the base or the bottom of the floor.
- 11. The construction according to claim 1, wherein after drying, the paint layer can withstand a surface pressure ranging between 5 and 80 N/mm2.
- 12. The construction according to claim 1, wherein after drying, the paint layer can withstand a pull-off strength ranging between 0.5 and 20 N/mm2.
- 13. The construction according to claim 1, wherein the paint layer comprises a first coat and at least one top coat.
- 14. The construction according to claim 13, wherein the first coat and each top coat comprises a two-component epoxy resin.
- 15. The construction according to claim 14, wherein said at least one top coat contains wear-resistant pigments.
- 16. The construction according to claim 13, wherein the first coat has a thickness ranging between 30 and 50 μm.
- 17. The construction according to claim 13, wherein said at least one top coat has a thickness ranging between 120 and 350 μm.
- 18. The construction according to claim 13, wherein two top coats are provided, and the total thickness of the paint ranges between 150 and 7000 μm.
- 19. The construction according to claim 13, wherein two top coats are provided, and the total thickness of the paint layers ranges between 150 and 500 μm.
- 20. The construction according to claim 1, wherein the supporting means comprise a foot having an underside and a top side; said foot being covered at least on the underside or on the top side with a PTFE-containing plastic.
- 21. The construction according to claim 1, wherein each track consists exclusively of mortar material and a paint layer.
Priority Claims (1)
| Number |
Date |
Country |
Kind |
| 1006958 |
Sep 1997 |
NL |
|
CROSS REFERENCE TO RELATED APPLICATION
This application is the 35 USC 371 national stage of International Application PCT/NL98/00511 filed on Sep. 5, 1998 which designated the United States of America.
PCT Information
| Filing Document |
Filing Date |
Country |
Kind |
| PCT/NL98/00511 |
|
WO |
00 |
| Publishing Document |
Publishing Date |
Country |
Kind |
| WO99/13161 |
3/18/1999 |
WO |
A |
US Referenced Citations (5)
Foreign Referenced Citations (6)
| Number |
Date |
Country |
| 2543176 |
Apr 1977 |
DE |
| 0 000 587 |
Feb 1979 |
EP |
| 2263644 |
Aug 1993 |
GB |
| 9300182 |
Aug 1993 |
NL |
| 1001000 |
Apr 1997 |
NL |
| WO 9621700 |
Jul 1996 |
WO |