METAL SHEAR CONNECTOR STRUCTURE FOR ADJACENT CONCRETE PANELS

Abstract

Adjacent concrete wall panels are connected at the vertical joint by a shear connector structure that includes a metal connector angle embedded in a corner portion of one of the panels, and one or more threaded nuts or studs are welded to a flange of the angle. A metal shear connector plate has a hole for each threaded nut or stud and elongated holes or slots for the other concrete panel. After the panels are erected and positioned, the connector plate is bolted to the studs and self-tapping concrete anchor screws are inserted into the slots and threaded into holes formed in the other panel. The studs are formed by machinery weld studs to form a bore with threads at the welded end of each stud.

Claims

1. A shear connector structure for connecting a first concrete panel and a second concrete panel in adjacent relation after the panels are set vertically on a concrete support for a building, the shear connector structure comprising a metal connector angle embedded in a corner portion of the first concrete panel, a generally flat metal shear connector plate overlapping a joint between the adjacent first concrete panel and the second concrete panel, at least one threaded fastener securing the metal shear connector plate to the metal connector angle, and at least one self-tapping concrete anchor screw extending through a hole within the shear connector plate and into a drilled hole within the second concrete panel and securing the metal connector plate to the second concrete panel.

2. The connector structure of claim 1 wherein the metal connector angle comprises a right angle member embedded in the corner portion of the first concrete member.

3. The connector structure of claim 1 wherein the metal connector angle is elongated and has a plurality of longitudinally spaced holes, and the metal connector plate has a corresponding plurality of holes for receiving threaded fasteners for securing the shear connector plate to the connector angle.

4. The connector structure of claim 1 and including a plurality of spaced holes within the shear connector plate and a corresponding plurality of holes within the second concrete panel, and a plurality of the self-tapping concrete anchor screws extending through the holes within the shear connector plate and into the holes within the second concrete panel.

5. The connector structure of claim 1 wherein the threaded fastener securing the shear connector plate to the connector angle provides for pivoting the shear connector plate from a stored position overlapping the first concrete panel to the overlapping joint position after the concrete panels are positioned in adjacent relation.

6. A connector structure of claim 1 wherein the hole in the shear connector plate is elongated to define a slot, and the self-tapping concrete anchor screw extends through the slot and into the drilled hole within the second concrete panel.

7. A shear connector structure for connecting a first concrete panel and a second concrete panel in adjacent relation after the panels are positioned vertically on a concrete support for a building, the shear connector structure comprising a generally flat metal shear connector plate overlapping a joint between the adjacent first concrete panel and the second concrete panel, the shear connector plate having spaced holes for each of the first concrete panel and the second concrete panel, each of the holes within the shear connector plate for the second concrete panel being elongated to define a slot, at least one threaded fastener for each hole within the shear connector plate and the corresponding hole within the first concrete panel, and a self-tapping concrete anchor screw extending through each of the slots within the shear connector plate and into a corresponding hole within the second concrete panel and securing the shear connector plate to the second concrete panel.

8. The connector structure of claim 7 and including a metal connector angle strip member embedded in the corner portion of the first concrete member.

9. The connector structure of claim 8 wherein the angle strip member is elongated and has a plurality of longitudinally spaced holes, and the shear connector plate has a corresponding plurality of holes for receiving threaded fasteners securing the shear connector plate to the angle strip member.

10. The shear connector structure of claim 7 and including a plurality of spaced slots within the shear connector plate and a corresponding plurality of drilled holes within the second concrete panel, and a plurality of the self-tapping concrete anchor screws extending through the slots within the shear connector plate and into the holes within the second concrete panel.

11. The shear connector structure of claim 7 wherein each threaded fastener within the first concrete panel comprises a weld stud having an end portion with internal threads and with the end portion welded to a metal connector plate.

12. A connector for securing a metal plate to a concrete member, the plate having a hole, a weld stud having an end portion with a bore having internal threads, the end portion of the stud welded to the plate around the bore, and a threaded fastener extending into the bore.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0008] FIG. 1 is a horizontal section of a metal shear connector plate installed across a joint between adjacent concrete wall panels illustrated by broken lines;

[0009] FIG. 2 is an elevational view of a metal corner angle strip shown in FIG. 1;

[0010] FIG. 3 is a plan view of the metal shear connector plate shown in FIG. 1;

[0011] FIG. 4 is a fragmentary perspective view of adjacent concrete wall panels shown by broken lines and a perspective view of an installed metal shear connector plate overlapping a joint between the wall panels and secured to the concrete wall panels in accordance with the invention.

[0012] FIG. 5 is an elevational view of a metal corner angle strip with attached studs welded around internally threaded holes or bores within the studs;

[0013] FIG. 6 is an elevational side view of the metal corner angle strip shown in FIG. 5;

[0014] FIG. 7 is another elevational view of the metal corner angle strip shown in FIG. 5;

[0015] FIG. 8 is an end view of the metal corner angle strip and welded threaded studs shown in FIG. 5; and

[0016] FIG. 9 is a perspective view of the metal corner angle strip and welded studs shown in FIG. 5.

DESCRIPTION OF THE ILLUSTRATED EMBODIMENT

[0017] FIG. 1 illustrates a horizontal section through two vertical wall panels 10 and 12 which are supported by a foundation in adjacent relation and defining a vertically extending joint 15 between the panels. The width of the joint 15 and the gap or spacing between the adjacent concrete panels usually varies between ¾ inch and one inch depending upon anticipated thermal expansion and contraction of the panels due to changes in temperature. The joint or gap defined between the outside surfaces of the panels 10 and 12 may be filled with a pliable-caulking material or an elastomeric extrusion.

[0018] In accordance with the present invention, the inside surfaces of the adjacent concrete panels are connected by a shear connector system or structure 20 at vertically spaced intervals along the height of the panels. Each of the connector structures 20 includes a metal or steel connector member or right angle corner strip 22 which has a flange 24 embedded in the inner surface of the concrete panel 12 and a right angle flange 26 embedded in the end of the concrete panel 12. Two concrete stud members 35 are also embedded in the concrete panel 12 and have outer end portions welded to the flange 26 of the corner strip 22. When the concrete wall panels 12 are cast in a precast plant or on the floor of a tilt-up building, each of the corner strips 22 is positioned within the forms for the panels so that after the concrete cures, each of the corner strips 22 are embedded in the panel as shown in FIG. 1.

[0019] As disclosed in FIGS. 1 and 2 of the above design patent application, the flange 24 of each vertically spaced corner strip 22 is provided with vertically spaced holes 31 for receiving the threaded shank portion of a bolt 32 for receiving a fastener such as a nut or a wire coil bolt welded to the inner surface of the flange 24 in alignment with the hole 31 formed within the flange 24. As shown in above FIGS. 1-9 of this application, each fastener is preferably in the form of a weld stud 35 having an internally thread hole or bore 36 on the end welded to the flange 24 for receiving a bolt 32. Such a stud 35 may be formed by machining a TRU-WELD stud produced by TRU-FIT Products Corporation of Medina, Ohio.

[0020] The shear connector structure 20 also includes a substantially flat metal connector plate 40 (FIG. 3) which has a circular hole 42 for receiving each of the fasteners or bolts 32 for securing the connector plate to the flange portion 24 of the angle corner strip 22. The connector plate 40 extends across the joint 15 between adjacent concrete panels 10 and 12, and the opposite end portion of the plate 40 has a plurality of two vertically spaced elongated holes or slots 45. Each slot 45 may have a width of about 1 inch and a length of about 1⅞ inches.

[0021] As shown in FIG. 1 after adjacent concrete panels are positioned as vertical wall panels, and positioned where desired, usually with a gap of about ¾ inch to one inch, a hole 47 is drilled into the concrete panel 10 at the center of each slot 45 within the connector plate 40. The holes 47 have a diameter slightly less then the width of the slots 45, and each hole receives a self-tapping concrete anchor screw 50. However, the hole 47 and screw 50 may be positioned anywhere within the slot 45 depending on whether the adjacent concrete panels are likely to expand or contract. The screws 50 are tightened snugly within the holes 47 and with a torque sufficiently light to permit the panel 10 to move slightly relative to the panel 12 and the connector plate 40. Thus, the connector system or structure 20 provides a shear connector with a resistance moment against relative vertical movement between the adjacent panels 10 and 12.

[0022] While FIGS. 1-9 disclose the preferred embodiment of applicant's shear connector structure for connecting adjacent concrete wall panels, in some building structures it is possible to eliminate the steel corner angle strips 22 within each panel and replace the bolts or fasteners 32 with an additional set of drilled holes 47 and self-tapping concrete anchor screws 50 for the panel 12. However, while such a shear connector structure would be less expensive to construct and install, the structure would not provide the resistance to relative vertical panel movement between the adjacent panels as provided by the steel angle strips 22 embedded in one corner portion of each concrete wall panel. As also apparent from the drawings and the above description, the shear connector structure of the invention reduces the cost of a shear connector by eliminating a steel corner strip 22 on both inside corners of each concrete wall panel as required when a welded shear plate is welded to both opposing steel corner strips on adjacent concrete panels. The shear connector structure 20 also eliminates the need for an experienced welding person to be positioned or elevated at each of the welded shear connector plates. This reduces the time required to install a plurality of vertically spaced shear connector plates at each joint.

[0023] While the shear connector structure for adjacent concrete panels herein described and its method of installing constitute a preferred embodiment of the invention, it is to be understood that the invention is not limited to the precise structure and method disclosed, and that changes may be made therein without departing from the scope of the invention as defined in the appended claims.