Built-up system, connector thereof, and method of making same

Patent metadata

Field	Value
Publication number	US-10156068-B2
Application number	US-201515514958-A
Country	US
Kind code	B2
Filing date	Sep 29, 2015
Priority date	Sep 30, 2014
Publication date	Dec 18, 2018
Grant date	Dec 18, 2018

Abstract

A connector for connecting a wood substrate to a concrete layer. The connector comprising a shank adapted to engagement with a bore in the wood substrate with a length of the shank aligned with a central axis of the bore, the shank having at least an external portion made of a cement-based composition. In the built-up system, the connectors can have transversal ductile collapse characteristics providing a structural ductility of at least 50% to the built-up system with the wood substrate and concrete layer maintaining an elastic behavior upon the transversal ductile collapse of the plurality of connectors.

First claim

What is claimed is:

1. A connector for connecting a concrete layer to a wood substrate; the connector comprising an elongated shank adapted atoll for engagement with a bore in the wood substrate with a length of the shank aligned with a central axis of the bore, the shank having an external portion made of a fiber-reinforced cement-based composition, and a core surrounded by the external portion and forming an internal portion relative to the external portion, the core being made of a material having at least 100% more ductility than a ductility of the cement-based composition forming the external portion.

2. The connector of claim 1 wherein the material of the core is steel.

3. The connector of claim 1 wherein the core has a cross-sectional width of at least ⅙ th of a cross-sectional width of the shank and is provided centrally thereto.

4. The connector of claim 1 wherein a ratio of the length to a cross-sectional width of the shank is of at least 1.5 to 1.

5. The connector of claim 1 wherein the cement-based composition is an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC).

6. The connector of claim 1 wherein the cement-based composition of the shank has fibers mainly oriented parallel to the length of the shank.

7. The connector of claim 1 wherein the shank tapers from a head to a tip.

8. The connector of claim 1 wherein the shank has a chamfered tip.

9. The connector of claim 1 wherein a diameter of the shank is of at least 15 mm.

10. The connector of claim 1 wherein the shank provides for a connection stiffness of at least 15 kN/mm.

11. The connector of claim 1 wherein the shank bends in a ductile manner with connection ductility of at least 120% over a slip range of 5 mm of relative movement between a concrete overlay and the wood substrate.

12. The connector of claim 1 , provided in solid form and further comprising a head provided at one end of the shank for engagement with a concrete overlay into an integral shear connection configuration.

13. The connector of claim 12 wherein the head has a greater width than the shank.

14. The connector of claim 1 provided in the form of an extension to the concrete layer, wherein the cement-based composition is a concrete material of the concrete layer.

15. The connector of claim 4 , wherein the ratio is of at least 2 to 1.

16. The connector of claim 9 , wherein the diameter of the shank is between 20 and 50 mm.

17. The connector of claim 11 , wherein the shank bends in a ductile manner with connection ductility of at least 120% over a slip range of 10 mm.

18. The connector of claim 11 , wherein the shank bends in a ductile manner with connection ductility of at least 120% over a slip range of 15 mm.

19. A built-up system comprising:
a wood substrate;
a concrete layer juxtaposed with the wood substrate; and
a plurality of connectors interspaced from one another and each being made integral to the concrete layer, protruding out from the concrete layer into the wood substrate, and having an outer layer of concrete composition; the connectors having transversal ductile collapse characteristics providing a structural ductility of at least 50% to an overlay system; wherein the wood substrate and concrete layer maintain an elastic behaviour upon the transversal ductile collapse of the plurality of connectors.

20. The built-up system of claim 19 wherein a transversal rupture characteristics of the connectors provide a structural ductility of at least 100% to the built-up system while maintaining a loading capacity of the built-up system of at least 50%, compared to a theoretical case of an ideally rigid connection, wherein the theoretical case of the ideally rigid connection would not allow any slip to occur between the concrete layer and the wood substrate.

21. The built-up system of claim 20 wherein the transversal rupture characteristics of the connectors provide a structural ductility of at least 120% to the built-up system while maintaining a loading capacity of the built-up system of at least 80% compared to a theoretical case of an ideally rigid connection, wherein the theoretical case of the ideally rigid connection would not allow any slip to occur between the concrete layer and the wood substrate.

22. The built-up system of claim 19 wherein the wood substrate has a plurality of wood-based linear members.

23. The built-up system of claim 19 wherein the wood substrate has a plate layer receiving the concrete layer directly on an upper surface thereof.

24. The built-up system of claim 19 wherein the connectors are designed to bend upon slippage between the concrete layer and the wood substrate.

Assignees

• Univ Laval

Inventors

• Cuerrier Auclair Samuel
• Sorelli Luca
• Salenikovich Alexander

Classifications

• E04B5/17

  Floor structures partly formed in situ · CPC title

• E04B5/26

  with filling members between the beams (E04B5/28 takes precedence) · CPC title

• E04B2005/235

  Wooden stiffening ribs or other wooden beam-like formations having a special form · CPC title

• E04B2005/237

  Separate connecting elements · CPC title

• E04B5/263 Primary

  with a flat lower surface (E04B5/265 takes precedence) · CPC title