IP Library Granted Patent US 10,323,359
Granted Patent B2
US 10,323,359 · App. 16/101,810 · Granted Jun 18, 2019

Structural joint

Inventors: Dirk Meuwissen (Genk, BE); Albert Charles Klingeleers (Dilsen-Stokkem, BE); Rene Alice P. Winters (Maaselk, BE)
Assignee: Hengelhoef Concrete Joints NV
E01C11/08E01C11/14E01D19/06Y10T403/21
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Quick Facts
Patent No.
US 10,323,359
App. No.
16/101,810
Granted
Jun 18, 2019
Kind
B2
Abstract

The present invention relates to a expansion joint to bridge an expansion gap between two parts of concrete slabs used in floor construction, especially in the manufacture of concrete floors such as for example in industrial floors. Such expansion joints are evidently required to take up the inevitable shrinkage process of the concrete and to assure that the floor elements can expand or contract such as for example occur by temperature fluctuations and resulting in a horizontal displacement of the floor panels vis-à-vis one another.

Claims (17)

1. An expansion joint, the expansion joint comprising an upper portion and a lower portion;

wherein each of the upper portion and the lower portion comprise a first vertically oriented corrugated plate;

wherein the upper portion further comprises a second vertically oriented corrugated plate that fits within undulations of the first vertically oriented corrugated plate of the upper portion; and the lower portion further comprises a second vertically oriented corrugated plate that fits within undulations of the first vertically oriented corrugated plate of the lower portion;

wherein the expansion joint further comprises a first metal sheet positioned between and secured to the first vertically oriented corrugated plate of the upper portion and the first vertically oriented corrugated plate of the lower portion; and a second metal sheet positioned between and secured to the second vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the lower portion; and

wherein the first vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the upper portion are positioned in antiphase to the first vertically oriented corrugated plate of the lower portion and the second vertically oriented corrugated plate of the lower portion.

2. The expansion joint according to claim 1 , wherein the first vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the upper portion are thicker or formed of a different material than that of the first vertically oriented corrugated plate of the lower portion and the second vertically oriented corrugated plate of the lower portion.

3. The expansion joint according to claim 1 , wherein a corrugation pattern of the first vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the upper portion and the first vertically oriented corrugated plate of the lower portion and the second vertically oriented corrugated plate of the lower portion is the same.

4. The expansion joint according to claim 1 , wherein a corrugation pattern of the first vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the upper portion and the first vertically oriented corrugated plate of the lower portion and the second vertically oriented corrugated plate of the lower portion consists of a waveform.

5. The expansion joint according to claim 1 , wherein the first vertically oriented corrugated plate of the upper portion and the first vertically oriented corrugated plate of the lower portion are in substantially the same lateral plane.

6. The expansion joint according to claim 1 , wherein the second vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the lower portion are in substantially the same lateral plane.

7. The expansion joint according to claim 1 , wherein the first vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the upper portion are connected to one another.

8. The expansion joint according to claim 1 , wherein the first vertically oriented corrugated plate of the upper portion and the second vertically oriented corrugated plate of the upper portion and the first vertically oriented corrugated plate of the lower portion and the second vertically oriented corrugated plate of the lower portion are formed of a substantially rigid material.

9. The expansion joint according to claim 8 , wherein the substantially rigid material is a metallic material.

10. The expansion joint according to claim 8 , wherein the substantially rigid material is steel.

11. The expansion joint according to claim 1 , further comprising a drop plate that fits in between the first vertically oriented corrugated plate of the lower portion and the second vertically oriented corrugated plate of the lower portion.

12. The expansion joint according to claim 1 , further comprising anchoring dowels.

13. The expansion joint according to claim 12 , wherein the anchoring dowels comprise a continuous bridging dowel, connected at regular intervals to an upper and lower portion of side faces of the expansion joint, and wherein the continuous bridging dowel longitudinally extends over a full length of the expansion joint.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Sep 12, 2018
From: MEUWISSEN, DIRK; KLINGELEERS, ALBERT CHARLES; WINTERS, RENE ALICE P.
To: HENGELHOEF CONCRETE JOINTS NV
Reel/Frame 046856/0686 →
Priority Claims (3)
GB 1203314.8 · Feb 27, 2012 · national
GB 1215277.3 · Aug 28, 2012 · national
GB 1220095.2 · Nov 8, 2012 · national
Continuity (2)
Continuation 14380803
Related Publication 20180371703A1 · Dec 27, 2018
Cited By (11)
US 1,063,119 US 1,081,343 US 1,106,498 US 12,203,264 US 12,291,860 US 12,345,042 US 12,398,571 US 12,492,516 US 12,553,194 US 12,577,737 US 12,607,008