Crush zone dowel tube

• US 9,546,456 B2
• Filed: 04/13/2016
• Issued: 01/17/2017
• Est. Priority Date: 11/13/2014
• Status: Active Grant

• Current Assignee: Shaw & Sons Inc
• Original Assignee: Shaw & Sons Inc
• Inventors: Shaw, Ronald D.
• Primary Examiner(s): Will, Thomas B
• Assistant Examiner(s): CHU, KATHERINE J
• Application Number:
  US15/098,157
• Publication Number:
  US 20160222600A1
• Time in Patent Office: 279 Days
• Field of Search: 404/47, 404/51, 404/52, 404/57, 404/58, 404/60, 523/960.2, 523/960.3, 523/960.5, 523/960.6, 523/960.8, 525/730.1
• US Class Current: 1/1
• CPC Class Codes: B28B 1/002 assembled from preformed elements
• CPC Class Codes: B28B 1/14 by simple casting, the material being neither forcibly fed nor positively compacted for molten material B28B1/54
• CPC Class Codes: B28B 23/0056 Means for inserting the elements into the mould or supporting them in the mould B28B23/022 takes precedence
• CPC Class Codes: E01C 11/06 Methods of making joints
• CPC Class Codes: E01C 11/14 Dowel assembly ; Design or construction of reinforcements in the area of joints coupling devices for prefabricated units E01C5/005; combined with characteristic packings E01C11/08 - E01C11/12; removable holders E01C23/045
• CPC Class Codes: E04B 1/483 Shear dowels to be embedded in concrete

Abstract

A slip dowel tube and elongate dowel are disclosed herein which allow for transverse and longitudinal movement of two adjacent concrete slabs and also limit vertical movement of the two concrete slabs. The slip dowel tube is housed within a sheath that provides a void to allow for transverse movement of the slip dowel tube when the first and second slabs move transversely with respect to each other. The elongate dowel is slidably disposed within the main tube to allow for longitudinal movement or movement which brings the two slabs closer to or further away from each other. This system also limits vertical movement between the two adjacent slabs.

Claims

1. A dowel system for limiting vertical movement between adjacent first and second structures and permitting longitudinal and transverse horizontal movement between the adjacent first and second structures, the system comprising:

a base member attachable to a form having a substantially planar first surface which is used to form a substantially planar surface of the first structure;

a dowel receiving member having a longitudinal axis, wherein the dowel receiving member is removably mountable on the base member so that the longitudinal axis of the dowel receiving member is perpendicular to the first surface of the form; and

first and second crush tubes disposed adjacent to opposing lateral sides of the dowel receiving member when the dowel receiving member is mounted on the base member which is attached to the form.

2. The system of claim 1, wherein the dowel receiving member has an inner surface defining a closed channel along the longitudinal axis of the dowel receiving member.

3. The system of claim 2, wherein a shape of the closed channel of the dowel receiving member is circular, square or polygonal.

4. The system of claim 1, further comprising an outer sheath covering the dowel receiving member and the first and second crush tubes.

5. The system of claim 4, wherein the outer sheath forms voids on the opposing lateral sides of the dowel receiving member to allow for transverse horizontal movement with respect to a longitudinal axis of the adjacent first and second structures.

6. The system of claim 4, wherein the outer sheath has an interior oval cross sectional configuration and the dowel receiving member has an exterior circular cross sectional configuration.

7. The system of claim 4, wherein the dowel receiving member is slidably traversable laterally within the outer sheath upon crushing of the first and second crush tubes by a dowel.

8. The system of claim 1, wherein the first and second crush tubes have a wall thickness less than a wall thickness of the dowel receiving member for allowing the first and second crush tubes to collapse when pressure is applied by the dowel receiving member upon transverse horizontal movement of the adjacent first and second structures.

9. The system of claim 1, wherein the outer sheath, first and second crush tubes and the dowel receiving member are formed as an extruded part.

10. A dowel system for limiting vertical movement between adjacent first and second structures and permitting longitudinal and transverse horizontal movement between the adjacent first and second structures, the system comprising:

a base member attachable to a form having a substantially planar first surface which is used to form a substantially planar surface of the first structure;

a dowel receiving member having an inner surface defining a closed channel extending along a longitudinal axis of the dowel receiving member, wherein the dowel receiving member is removably mountable on the base member so that the longitudinal axis of the dowel receiving member is perpendicular to the first surface of the form; and

an outer sheath covering the dowel receiving member, wherein the outer sheath has an interior oblong cross-sectional configuration and the dowel receiving member has an exterior circular cross-sectional configuration, and wherein the dowel receiving member is attached to the outer sheath at an upper side and a lower side of the dowel receiving member.

11. The system of claim 10, wherein the dowel receiving member is slidably traversable laterally within the outer sheath.

12. The system of claim 10, further comprising first and second crush tubes disposed adjacent to opposing lateral sides of the dowel receiving member, wherein the outer sheath covers the dowel receiving member and the first and second crush tubes.

13. The system of claim 12, wherein the outer sheath forms voids on the opposing lateral sides of the dowel receiving member to allow for transverse horizontal movement with respect to a longitudinal axis of the adjacent first and second structures.

14. The system of claim 12, wherein the first and second crush tubes have a wall thickness less than a wall thickness of the dowel receiving member for allowing the first and second crush tubes to collapse when pressure is applied by the dowel receiving member upon transverse horizontal movement of the adjacent first and second structures.