WO2001049949A2

WO2001049949A2 - Shear wall construction

Info

Publication number: WO2001049949A2
Application number: PCT/US2000/034107
Authority: WO
Inventors: Ronald Donald Lucey; Ronald Nelson; David A. Brown
Original assignee: Zone Four, Llc
Priority date: 2000-01-06
Filing date: 2000-12-15
Publication date: 2001-07-12
Also published as: US7171789B2; US20070137125A1; US7849647B2; US7559178B2; US6389767B1; US20100011692A1; US6826882B2; US20050072117A1; US6564519B2; US20030115824A1; WO2001049949A3; US20020108331A1; AU2106101A

Abstract

A shear wall construction and method for assembling the same is disclosed. A plywood sheet (20a) includes close laterally-spaced pairs of vertical studs or posts (22a, 24a) proximate each lateral end. A channel-defining member (40) is fitted and fixed between the spaced studs (22a, 24a). A tie member (42) extends from the channel-defining member (40) into a concrete foundation (21a) or other underlying building element. A track (34a) is also provided for sheathing a lower edge of the shear wall (12a). Protrusions from the metal track (34a) aid in anchoring the shear wall (12a) to the concrete foundation (21a).

Description

SHEAR WALL CONSTRUCTION

Field of the Invention The present invention relates generally to shear wall constructions, and more particularly to methods and structures for vertically tying fabricated shear wall segments through floor and ceiling structures. Background of the Invention

In the construction of buildings, fabricated wall segments are sometimes built separately and erected on site and are sometimes built on site while coordinated with other aspects of building construction. Fabricated shear walls need to be connected not only to each other but also to underlying and overlying structural elements, such as floors and roofs. With reference to Figure 1 , a building 10 comprising a plurality of wall sections 1 1 is schematically illustrated in cross section During an earthquake, like any other building structural elements, these wall segments are subject to various stresses Wall segments 12 near building corners, in particular, are subjected to vertical stresses as the central portions of the wall act as a fulcrum Because these vertical stresses are directed towards horizontal nailing that hold the structures together, corner wall segments 12 are typically referred to as shear walls 12. In order to resist stresses to which shear walls 12 are subjected, hold-down devices are often provided to connect the vertical portions of a shear wall 12 to other adjacent building structural elements. While conventional hold-down devices, framing configurations and other connection hardware somewhat assist the ability of shear walls to resist seismic stresses, a need exists for further improvement.

Summary of the Invention In satisfaction of this need, the present invention provides a shear wall construction that includes close laterally-spaced pairs of vertical studs or posts on each lateral side of a shear wall sheet (e.g., plywood). A channel defining member is fitted between and affixed to the spaced studs. A tie member extends from the channel defining member into a vertically adjacent building structural element

The channel defining member generally comprises metal or other structural material, and defines a longitudinal channel generally parallel to the studs In the illustrated embodiments, the member is a generally tubular element, though in other arrangements the member can comprise a generally C- or U-shaped element. The preferred tie member is a threaded rod that extends from an end plate of the channel-defining member and into a concrete foundation or floor. Similar constructions are provided at opposite lateral ends of the shear wall, such that the shear wall can better resist seismic forces Additionally, the preferred embodiments provide a bottom track for aiding and reinforcing the vertical connection. In particular, the bottom track comprises two longitudinal flanges with a plurality of fastener holes therein, and a central longitudinal portion having punched-through holes. The punched-through holes provide downwardly extending protrusions

In operation, the bottom track is positioned over a concrete form with the flared protrusions from the punched-through holes extending downwardly into a region in which a concrete floor will be formed. Similarly, the tie members extend through the track into the concrete form. Concrete is then allowed to harden around the tie member and track protrusions, such that the bottom track is secured to the concrete floor. The shear wall is then erected over the track and flanges are folded up and fixed to sheat the bottom edge of the shear wall.

Brief Description of the Drawings These and other aspects of the invention will be readily apparent from the detailed description below and from the attached drawings, meant to illustrate and not to limit the invention, and wherein:

Figure 1 is a schematic horizontal cross section of a portion of a building having segmented walls; Figure 2A is a rear elevational view of a pre-fabricated shear wall constructed in accordance with a first embodiment of the present invention; Figure 2B is a rear elevational view of a shear wall constructed in accordance with a second embodiment of the present invention;

Figure 2C is a rear elevational view of two spliced shear wall panels, constructed in accordance with a third embodiment of the present invention;

Figure 3 is a side elevational cross-section taken along lines 3-3 of Figure 2A; Figure 4 is an enlarged view of a lower corner of a shear wall constructed in accordance with the preferred embodiments, showing a channel-defining member sandwiched between two closely spaced studs and having a threaded member extending from the channel-defining member through a concrete floor;

Figure 5 is a partial plan view of a bottom track for sheathing the lower sill of a shear wall, constructed in accordance with a preferred embodiment of the present invention, prior to assembly; Figure 6 is a flow chart generally illustrating a method of assembling the preferred shear wall construction; and

Figure 7 is an enlarged sectional view of two shear walls connected through a floor.

Detailed Description of the Preferred Embodiment Although described with reference to preferred embodiments in the context of shear walls over concrete foundations, the skilled artisan will readily find application for the methods and structures disclosed in other contexts. For example, and without limitation, the methods and structures can be readily applied to tying shear walls through floors between stories in a building, as described in more detail with respect to Figure 7.

With reference now to Figures 2A and 3, a shear wall 12a is illustrated in accordance with a first preferred embodiment. The shear wall 12a includes a sheet of wall material, which in the illustrated embodiment comprises plywood having dimensions of about 4 feet (width) by 8 feet (height). The shear wall 12a is shown erected over and tied down to a vertically-adjacent structural element, in the illustrated embodiment comprising a concrete foundation 21a. In other arrangements, as noted, the vertically-adjacent structural element can comprise a floor between stories of a building, and the shear wall can also be tied through a floor to a second shear wall in a lower story.

The wall sheet 20a is reinforced by end studs or posts 22a running longitudinally along the height of the rear or back side of the shear wall 12a. One such end stud 22a is shown at each lateral end of the shear wall 12a, nailed into the plywood sheet 20a along its length at preferred nail spacings between about 2 inches and 6 inches (about 4 inches shown). In the illustrated embodiment, each of the studs 22a comprise "2 by 4" timbers (actual dimensions about 1.5 inches by 3.5 inches).

The shear wall 12a also includes an offset stud or post 24a extending parallel and spaced laterally inward from each of the end studs 22a, on the same side of the wall sheet 20a. The offset stud 24a also comprises a 2-by-4 timber in the illustrated embodiment, nailed along its length to the plywood sheet 20a. Desirably, the offset studs 24a are close to the end studs 22a so as to effectively transfer loads at the shear wall corners, but sufficiently spaced from their corresponding end studs 22a so as to independently transfer loads to the plywood sheet 20a. Preferably, the studs 22a and 24a are spaced by between about 1 inch and 6 inches, more preferably between about 2 inches and 3 inches. In the illustrated embodiment, the studs 22a and 24a are spaced by about 3 inches. Reinforcing blocks 25a (1.5" x 3.5" x 3") are also shown between the studs 22a and 24a, located about a quarter of the height up the shear wall 12a.

Preferably, further stiffening is provided by intermediate studs or posts 26a between the spaced pairs of studs 22a, 24a proximate the lateral ends of the shear wall 12a. Nailing can be less dense for the intermediate studs 26a, and is shown with 12 inchss between nails. In the illustrated embodiment, these intermediate studs 26a are spaced from each other and from the lateral ends studs 22a by about one third of shear wall width, or 16 inches for the 4" by 8' wall shown.

Extending over the tops of the studs 22a, 24a, 26a is a top plate. In the illustrated embodiment, the top plate comprises two stacked plates, 28a and 30a, which also aids in stiffening the shear wall 12a. In the illustrated embodiment, the plates 28a and 30a each comprise 2-by-4 timbers (actual dimensions about 1.5 inches by 3.5 inches).

A similar bottom plate or sill 32a extends below the bottoms of the studs 22a, 24a, 26a. The bottom plate

32a preferably sits within a bottom track 34a, which wraps around the bottom, front and back of the plate 32a, as best seen from the sectional view of Figure 3. As illustrated, the track 34a is preferably nailed along the back of the bottom plate 32a and the front of the plywood sheet 20a. The track 34a is fixed to the underlying concrete foundation 21a, as described in more detail with respect to Figures 3-5.

Referring again to Figure 2A, a channel-defining member 40 and a tie member 42 tie the shear wall 12a to the vertically-adjacent building structural element 21 a, at each lateral end of the shear wall 12a. The channel-defining member 40 is fixed between the closely spaced end stud 22a and offset stud 24a, while the tie member 42 is fixed to and extends between the channel-defining member 40 and the vertically adjacent building structural element 21a. The channel of the channel-defining member 40 and tie member 42 each extend generally parallel with the studs 22a and 24a between which the member 40 is sandwiched. The channel-defining member 40 and tie member 42 will be described in more detail below with respect to Figure 4 below.

With reference now to Figure 2B, a shear wall 12b is illustrated in accordance with a second preferred embodiment. The second embodiment is similar to the first embodiment. Accordingly, like parts are referenced by like reference numerals, with the exception that reference numerals of corresponding parts include the suffix "b" in place of the suffix a

The basic difference between the shear wall 12a of the first embodiment and the shear wall 12b of the second embodiment is that the illustrated shear wall 12b has dimensions of about 2 feet by 8 feet, rather than 4 feet by 8 feet. Due to its narrower dimensions, the shear wall 12b does not include intermediate studs. The construction can be otherwise identical to that of the first embodiment, with commensurate dimensional changes in corresponding elements in the horizontal dimension

With reference now to Figure 2C, a shear wall 12c is illustrated in accordance with a third preferred embodiment The third embodiment is similar to the first and second embodiments. Accordingly, like parts are referenced by like reference numerals, with the exception that reference numerals of corresponding parts include the suffix "c" in place of the suffixes "a" or "b"

The shear wall 12c of the third embodiment comprises two sheets 20c, each comprising a sheet of plywood [e.g., 4 feet by 8 feet), joined at a plywood splice 44c The wall 12c thus has overall dimensions of 8 feet by 8 feet. The splice 44c can have a conventional construction, but in the preferred embodiment includes a strap, e.g., about 4 inches wide, overlapping both sheets 20c along the front side. The strap is alternately fastened, in staggered fashion along the height of the wall 12c, to each of the sheets 20c, preferably by nailing. Each sheet 20c includes two intermediate studs 26c, similar to those of the first embodiment. The construction can be otherwise identical to that of the first embodiment, with commensurate dimensional changes in corresponding elements in the horizontal dimension. With reference now to Figure 4, an enlarged view is provided of a corner of the shear wall 12a and the vertically-adjacent building structural member 21 a The channel defining member 40 defines a longitudinal channel and a mounting platform extending across the channel, both preferably comprising a heavy structural material. In the illustrated embodiment, the member 40 comprises a generally tubular member commercially available from Zone Four, LLC of San Leandro, CA under the trade name Tension Tie™ or T2™. A similar structure is referred to as a "Continuity Tie" in U.S Patent No. 5,921,042 ("the '042 patent"), the disclosure of which is expressly incorporated herein by reference. Unlike the Continuity Tie™ of the '042 patent, the illustrated member 40 includes only one end plate 50, and the tie member 42 is centered relative to the channel defining member 40, rather than offset. The illustrated channel-defining member 40 comprises 1 /8 inch tube steel, formed into a 3" by 3" square cross-section tube of about six inches in length The illustrated end plate 50 comprises a 3" by 3.5" plate of 3/8-ιnch steel welded to the tube steel.

The skilled artisan will readily appreciate that the channel defining member 40 can have other constructions without departing from the spirit of the present invention. For example, in alternative arrangements, the channel defining member can be a C shaped or U-shaped member, and in such arrangements the channel can open inwardly (toward the sheet 20a), outwardly or to one side (toward one of the studs 22a, 24a). Advantageously, the hollow configuration facilitates connection as will be understood from the disclosure herein. In still other arrangements, the channel defining member can be replaced by a solid block or plate of material capable of being connected between studs and to vertically adjacent structures as described herein, in which case no separate mounting platform would be employed Additionally, the mounting platform can comprise an end plate on the lower end of the channel defining member, two end plates, or an intermediate plate bar orplura ty of bars extending across the channel between the ends of the channel defining member

The tie member 42 preferably comprises a tension resistant member, particularly a threaded rod in the illustrated embodiment The tie member 42 comprises a structural material, such as forged steel, having a diameter preferably between about 0 25 inch and 2 inches, and is about 0.75 inch in the illustrated embodiment. In other arrangements, the tension resistant member can comprise a cable The illustrated tie member 42 is fixed to the end plate 50, preferably by extending through a mounting aperture centered in the end plate 50 and applying a nut 52 on the distal or upper side of the end plate 50 The illustrated tie member 42 extends from the end plate 50, connected in tension resistant manner on the upper side of the end plate 50, through the channel of the channel defining member 40, through the bottom plate 32a and bottom track 34a, and into the concrete foundation 21 a If the mounting platform is located at the lower end or at an intermediate location in the channel-defining member, the nut is still located on the distal side of the channel defining member, but within the channel. In such an arrangement, the hollow, tubular nature of the channel defining member particularly facilitates access for the connection. The illustrated tie member 42 includes two coaxial members joined by a coupler 59, as will be better understood from the discussion of assembly below

While the illustrated channel defining member 40 and tie member 42 form a tension resistant connection, for some applications the connection can be tension and compression resistant. For this purpose, modification of the illustrated embodiment, where the tie member 42 comprises a stiff rod, can involve simple addition of a second nut on the proximal or bottom side of the end plate 50 More preferably, tension and compression resistance can be further enhanced by addition of a second mounting platform, such as a second end plate with nuts on the bottom or both sides fixing the tie member to the second end plate The tie member 42 can attach at the mounting platform by any suitable manner (e g welding, looping nut and washer, etc )

As noted, the channel defining member 40 is fixed to each of the end stud 22a and offset stud 24a between which it is sandwiched As disclosed in the '042 patent, bolts holes in the channel defining member 40 sidewalls are preferably staggered on either side of the tie member 42 that extends through the channel. A plurality of bolts 54 extend through each of the end stud 22a the bolt mounting apertures of the channel defining member 40 and the offset stud 24a The bolts 54 are then affixed by nuts 56, preferably on the side of the offset studs 24a, while bolt heads 58 preferably abut the end studs 22a As will be appreciated by the skilled artisan, in other arrangements, the channel defining member can be fixed to the studs 22a, 24a by means of other fasteners, such as nails, screws, rivets, etc. With reference now to Figures 3 5, the bottom track 34a is illustrated in more detail. For purposes of the present description, the longitudinal dimension of the track 34a extends across the lateral dimension of the shear wall 12a when assembled.

Referring initially to Figure 5, the track 34a is shown prior to assembly, comprising a strip of sheet metal, preferably between about 10 gauge and 30 gauge steel (16 gauge in the illustrated embodiment). The unassembled track 34a of Figure 5 illustrates three lateral zones, preferably separated by fold creases.

A first or central zone 60 comprises a plurality of longitudinally separated through holes 62. Desirably, the central zone 60 is wide enough to underlie the bottom plate 42 and sheet 20a (see Figure 3). As best seen from the sectional view of an assembled shear wall in Figure 4, the through holes 62 are formed by punching holes through the sheet metal, such that protrusions or flares 63 left by the punching process extend below the track 34a. The punched- through holes 62 preferably have a width or diameter between about 0.25 inch and 3 inches, more preferably between about 1 inch and 1.5 inches The holes 62 are preferably spaced by between about 1 inch and 12 inches, about 4 inches in the illustrated embodiment Through holes 62 at longitudinal ends of the track 34a, corresponding to lateral ends of the shear wall 12a, are preferably located to serve as templates for placement of the tie member 42, as will be better understood from the discussion of assembly below.

Referring again to Figure 5, the unassembled track 34a also comprises sidewall zones 64 on either lateral side of the central zone 60. Each sidewall zone 64 preferably comprises a plurality of fastener holes 66. As will be appreciated by the skilled artisans, such fastener holes 66 preferably have diameters between about 0.1 inch and 0.25 inch to facilitate nailing therethrough. In the illustrated embodiment, the fastener holes 66 are staggered between upper and lower portions of the sidewalls 64 to distribute stress.

With reference to Figures 4 and 6, a preferred method of assembling the shear 12a will now be described. Initially, partial building construction leaves a frame or opening for the shear wall 12a and a concrete form for the floor 21a. The track 34a is then positioned 100 and preferably temporarily fixed over the concrete form, either before pouring the concrete or after pouring and before hardening ("wet set"). In either case, the protrusions or flares 63 extend downwardly from the through holes 62 into wet concrete. At the same time, the tie members 42 are preferably extended 1 10 through selected through holes 62 at longitudinal ends of the track 34a, into the concrete form (also either prior to pouring or wet set within the concrete), protruding upwardly a few inches above the track 34a. The concrete is allowed to harden 120 around the protrusions 63 and the tie member 42.

The shear wall 12a is then erected 130 over the track 34a. The skilled artisan will appreciate that the wall 12a can be assembled during construction (on site assembly) or prior to erection 130 and tying to other elements of the building (pre manufactured assembly).

With reference to the embodiment of Figures 2A, 4 and 6, pre-manufactured assembly involves affixing the end and offset studs 22a, 24a, any intermediate studs 26a, top plates 28a, 30a and bottom plate 32a to the sheet

20a, preferably by nailing as described above Desirably, holes are drilled in appropriate spots for extending the tie members 42 therethrough The channel defining member 40 is bolted between the spaced pair of studs 22a, 24a. Once assembled the pre manufactured shear wall 12a can then be lifted or erected 130 into place over the track 34a. The tie members 42 protrude upwardly through holes in the bottom plate 32a. These tie members 42 can then be affixed 140 to the channel defining member 40, such as by coupling an extension to the portion of the members protruding through the track 34a and bottom plate 32a, and then threading the nut 52 over the member 42 until engaging the end plate 50

An exemplary on site assembly, in contrast involves first assembly the outside or end studs 22a, top plate 28a, 30a and bottom plate 32a This structure can be lifted into place within the frame or opening for the shear wall 12a, with the tie member 42 protruding upwardly through holes in the bottom plate 32a, and the shear wall 12a is braced in position The channel defining members 40 can be temporarily nailed in place inside the end studs 22a while bolt holes are drilled through the studs 22a The offset studs 24a are then inserted into the framework adjacent the channel defining members 40, the studs 24a are toe nailed into the plates 28a, 32a, and bolt holes are drilled through the offset studs 24a The tie member 42 can then be affixed 140 to the channel defining member 40, such as by coupling an extension to the portion of the member 42 protruding through the member. The wall sheet 20a can be last affixed and nailed to the various studs and plates while erected over the track 34a. Referring to Figures 4 6, following erection 130 of the shear wall 12a and fixing 140 the tie members 42 to the channel defining members 40, the track 34a preferably sheaths 150 the bottom edge of the shear wall 12a. In particular, the track 34a is folded along longitudinal crease lines separating the central zone 60 from the sidewall zones 64. The sidewall zones 64 are folded up 90° to the central zone 60, thereby forming a generally U-shaped track (see Figure 3) The sidewall zones 64 are affixed to the sheet 20a and bottom plate 32a, preferably by nailing through the fastener holes 66

While the embodiments above are described in the context of connecting a shear wall to a concrete foundation, the skilled artisan will appreciate that teachings herein are also applicable to other contexts.

Referring to Figure 7, for example, a the tie member 42 can be affixed to a mounting platform 50d of a first channel defining member 40d, such as by a nut 52d on a distal (upper) side of the platform 50d. As in the previously described embodiments, the channel defining member 40d is sandwiched between an end post or stud 22d and an offset stud 24d of a shear wall 12d The tie member 42 can be extended through a floor 21 d and affixed to a second channel-defining member 403 sandwiched between studs 22e, 24e of a shear wall 12e in the story below. The tie member 42 would then be affixed to a mounting platform 50e of the second channel-defining member 40e, such as by a nut 52e on a distal (lower) side of the platform 50e It will be understood that the tie member can be a single, continuous member, or it can comprises a plurality of coupled members (not shown).

Although the foregoing invention has been described in terms of certain preferred embodiments, other embodiments will be apparent to those of ordinary skill in the art. Accordingly, the present invention is not intended to be limited by the recitation of the preferred embodiments, but is instead to be defined by reference to the appended claims.

Claims

WE CLAIM:

1. A shear wall construction, comprising a wall sheet, a pair of generally vertical spaced studs affixed to a first side of the sheet at a lateral end of the sheet, a channel-defining member sandwiched between the studs, the channel-defining member configured to secure a tie member for extending parallel to the studs from the channel- defining member into a vertically-adjacent building structural member.

2. The shear wall construction of Claim 1 , further comprising a second pair of spaced studs at an opposite lateral end of the sheet.

3. The shear wall construction of Claim 2, further comprising a top plate and a bottom plate affixed to the first side of the sheet.

4. The shear wall construction of Claim 1 , further comprising a track sheathing a bottom edge of the wall sheet.

5. The shear wall construction of Claim 4, wherein the track comprises a central zone extending between two generally parallel track sidewalls, the central zone underlying the wall sheet and a bottom sill affixed to the first side of the sheet, one of the track sidewalls attached to the sheet on a second side of the sheet opposite the first side, and another of the track sidewalls attached to the first side of the bottom sill.

6. The shear wall construction of Claim 1 , wherein the wall sheet comprises plywood, the studs comprise two-by-four timbers, and the channel-defining member comprises structural metal.

7. The shear wall construction of Claim 1, wherein the spaced studs are horizontally separated by between about 2 inches and 3 inches.

8. The shear wall construction of Claim 1 , wherein the channel-defining member comprises a tubular member having an end plate with a mounting aperture for securing the tie member.

9. The shear wall construction of Claim 1 , wherein the channel-defining member is attached to the spaced studs via a plurality of bolts passing through each of the spaced studs and the channel-defining member sandwiched therebetween.

10. The shear wall construction of Claim 9, wherein the bolts pass through the channel-defining member on either side of a tie member axis.

1 1. The shear wall construction of Claim 10, wherein the channel-defining member includes a mounting platform extending across a channel, the mounting platform configured to secure the tie member.

12. The shear wall of Claim 1 1 , wherein the mounting platform comprises an end plate at one end of the channel, the end plate including a mounting aperture for securing a threaded rod therethrough and securing the threaded rod to the end plate with a nut.

13. A method of constructing a shear wall, comprising: providing a plywood sheet- attaching a pair of vertical studs, horizontally spaced from one another by between about 1 inch and 6 inches, to one side of the sheet proximate a lateral end of the sheet; and affixing a channel-defining member between the pair of studs, the channel-defining member including a mounting platform configured to mount an elongated tie member.

14. The method of Claim 13, wherein the mounting platform comprises an end plate.

15. The method of Claim 13, further comprising attaching a second pair of vertical studs, horizontally space from one another by between about 1 inch and 6 inches, to the sheet proximate an opposite lateral end of the sheet.

16. The method of Claim 15, further comprising attaching a generally horizontal top plate to the one side of the sheet proximate a top edge of the sheet.

17. The method of Claim 15, further comprising attaching a generally horizontal bottom plate to the one side of the sheet proximate a bottom edge of the sheet.

18. The method of Claim 17, further comprising sheathing the bottom plate with a track.

19. The method of Claim 18, wherein sheathing comprises: folding sheet metal to form a central zone with upwardly extending sidewalls; and attaching the sidewalls to a front side of the sheet and a back side of the bottom plate, the central zone extending along a bottom side of the bottom plate.

20. The method of Claim 19, further comprising embedding protrusions from the track in concrete prior to sheathing the bottom plate.

21. The method of Claim 13, wherein affixing the channel-defining member comprises extending each of a plurality of bolts through both of the pair of studs and through the channel-defining member therebetween.

22. The method of Claim 13, wherein the channel-defining member is affixed to orient its channel generally parallel to the pair of studs.

23. A method of assembling a shear wall, comprising: attaching a first pair of vertical, spaced studs to a back side of a wall sheet proximate a first lateral end of the wall sheet; attaching a second pair of vertical, spaced studs to the back side of the wall sheet proximate a second lateral end of the wall sheet; attaching a horizontal top plate to the back side of the wall sheet proximate a top end of the wall sheet; attaching a horizontal bottom plate to the back side of the wall sheet proximate a bottom end of the wall sheet; sandwiching a channel-defining member between each of the pairs of vertical, spaced studs; and sheathing the bottom end of the wall sheet with a track after attaching the bottom plate, the track including protrusions extending away from a bottom end of the bottom plate.

24. The method of Claim 23, further comprising placing the track over a concrete form, pouring concrete into the concrete form and hardening the concrete around the protrusions of the metal track. 25 The method of Claim 24, further comprising extending a tie member through the track into the concrete form prior to hardening the concrete

26 The method of Claim 25, wherein extending the tie member through the track into the concrete form is conducted after pouring the concrete 27 The method of Claim 24, wherein sheathing the bottom end of the wall sheet is performed after hardening the concrete around the horizontal bottom plate

28 The method of Claim 24, further comprising extending a threaded rod from the channel-defining member to the concrete form affixing the threaded rod to the channel-defining member and the concrete

29 The method of Claim 28 wherein affixing the threaded rod to the channel defining member comprises passing the threaded rod through an aperture in a mounting platform of the channel defining member and fixing the threaded rod to the mounting platform

30 A track elongated along a longitudinal axis, comprising two sidewalls extending longitudinally and having a central zone between the sidewalls, the central zone including a plurality of punched-through holes, the sidewalls including a plurality of nail holes 31 The track of Claim 30, wherein the punched through holes extend into downwardly extending protrusions

32 The track of Claim 30, wherein the punched-through holes have widths between about 0.25 inch and 3 inches

33 The track of Claιm30 wherein the punched through holes are spaced by between about 1 inch and 12 inches

34 The track of Claim 30, wherein the nail holes have diameters between about 0.1 inch and 0.25 inch.

35 The track of Claim 30 further comprising a fold crease extending longitudinally between each sidewall and the central zone 36 The track of Claim 30, wherein the central zone has a lateral width sized for sheathing a wall sheet and a bottom plate running along the lower end of a shear wall.

37 The track of Claim 30, extending around the lower edge of a prefabricated shear wall.

38 The track of Claim 30, wherein the nail holes are staggered along upper and lower portions of each sidewall.