This application relates generally to connectors and load transfer devices for interconnecting components, such as pavement or the structural components of a building, including the concrete wythes and insulation of a concrete sandwich wall panel or double wall panel, roof and floor members, balconies, canopies, and other insulated connections.
Sandwich wall panels, also called integrally insulated concrete panels, are well known in the construction industry. Most sandwich panels are composed of interior and exterior concrete layers, called wythes, and one or more insulation layers between the two concrete layers. The insulation layer is generally rigid insulation, such as expanded or extruded polystyrene or polyisocyanurate. Also included in the sandwich wall panel are connectors that connect the two concrete wythes through the layer(s) of insulation. The connectors hold the components of the sandwich wall panel together and also provide a mechanism whereby loads can be transferred between the components of the wall and the structure's foundation. Accordingly, a connector may also be a load transfer device. Common loads include tension, shear, and moments induced by wind, gravity, and seismic loads, as well as combinations thereof. Sandwich wall panels may have composite structural behavior or noncomposite structural behavior. In composite and partially composite sandwich wall panels, connectors must cause the two concrete wythes to function together as one structure. Depending on the application, load transfer devices may be many different shapes and composed of many different materials. One material in particular, metal, has been used in the past, but metal has undesirable thermal connectivity properties and may suffer corrosion in some situations. These problems can also be present in sandwich panels containing metal trusses or reinforcing.
Alternatively, non-composite insulated concrete sandwich walls allow the components of the sandwich wall to work independently of each other. Generally, there is a structural concrete wythe, an insulation layer, and an architectural, exterior wythe. The independent behavior eliminates problems associated with large temperature differentials between interior and exterior wythes and the thermal bowing that can be present in some structural composite panels.
Sandwich wall panels can be manufactured in a variety of ways known in the art. The entire panel may be manufactured in a plant and transported to a job site, a process known as plant precast. The panel may be constructed on the ground at the job-site and then tilted up and into place, a process known as site-cast tilt-up. Sandwich walls may also be vertically cast in place at the job site, commonly known as cast-in-place construction or vertically cast in a precast factory as part of the individual rooms of a building, a method commonly known as modular precast construction. Accordingly, the panels may be constructed in both a vertical and horizontal manner.
Also known in the industry are double wall panels, which can provide weight and structural connection improvements over traditional sandwich panels. In addition to interior and exterior concrete wythes and an insulation layer, a double wall panel also includes an air void, which may be called an air gap. Oftentimes, the air void is filled with concrete and/or additional insulation materials or another material upon delivery to the job site. Because double wall panels are typically lighter than sandwich panels, double wall panels may cost less to manufacture and ship. Because of these advantages, double wall panels may be manufactured to a larger size prior to shipment.
Sandwich and double wall panels may reduce the energy requirements of buildings and are becoming more popular as energy conservation is a growing concern among building owners and is increasingly present in construction codes. Integration of thicker insulation can provide even higher energy savings. Sustainable building construction is also gaining in popularity. Sandwich panels can provide means for sustainable construction by providing structural composite panels, increasing the thickness of the insulation, and reducing wythe thickness.
Green roofs are known in the industry and are growing in popularity. In this application, the roof slab should be insulated and provide a watertight surface. Oftentimes, these issues are addressed by including a layer of insulation between two concrete layers. Additionally, floor slabs present many of the same issues. The load transfer devices connecting the components of the roof and floor slabs must transfer the necessary loads and be thermally non-conductive so as to prevent condensation on the roof and floor slabs.
As is known in the art, sandwich wall panels may be constructed either horizontally or vertically. When constructed horizontally, a first concrete layer is poured, and the insulation layer is placed on top of the wet concrete layer. The insulation layer is designed to receive the connectors or ties that will be used to interconnect the components, usually having precut or pre-machined holes. Connectors of the prior art are often designed to be placed between side-by-side sections of insulation, leaving behind gaps in the insulation layer that must be filled with another insulation. Sandwich panels that are constructed vertically are often constructed using a method known as “cast-in-place”. In this method, the walls are created at their service location. Vertical forms are erected, and the insulation and connectors are placed into the vertical forms. The vertical forms are open at the top. Both layers of concrete are then poured simultaneously into the top of the forms. Alternatively, the concrete may be pumped into the form from one or more openings near the bottom. Accordingly, the concrete surrounds the insulation as in the horizontal methods of manufacture.
Connectors of the prior art are often connected to internal reinforcing, which makes installation difficult. Accordingly, connectors that do not require connection to reinforcing or use of trusses in the wall panel and, therefore, provide ease of assembly and installation, are preferred. In addition, it can be advantageous to use a load transfer device that is composed of discrete load transfer members that can be selectively positioned as the application requires. Such a load transfer device should provide for simple and cost-effective handling and transport and be easy to install.
Accordingly, a load transfer device has been provided in U.S. patent application Ser. Nos. 14/791,773; 14/291,651; and 13/468,167 and U.S. Pat. Nos. 9,074,370 and 8,839,580, the disclosures of which are all incorporated by reference in their entireties, that is also a shear connector which can be used in all methods of manufacturing concrete sandwich and double wall panels, including vertical, horizontal, and modular methods, as well as in other applications where it is desired to connect concrete. The aforementioned shear connector provides increased strength and load transfer properties over the prior art. The connector is thermally nonconductive. Further, the connector can reduce or eliminate the need to include trusses that span the insulation layer. The connector can provide a standoff or spacing function during the manufacture of double wall panels. Further, the connector holds the concrete wythes of the panel from shifting during handling and transport. The connector may be handled and transported easily, as the components of the connector may be efficiently packed and used for many different projects. Moreover, the connector may be quickly and efficiently installed. The load transfer device provides superior shear transfer capacity and can be placed easily in both rigid and non-rigid insulation material.
Optionally provided with the aforementioned connector is a retention housing. Said retention housing is preferably made of foam to fit in cavities in the insulation layer of a sandwich wall panel. Furthermore, the retention housing receives and retains the load transfer device, which in some embodiments is an individual load transfer member, as described in the aforementioned patents and applications. Preferably, the retention housing retains the load transfer device at the proper orientation in the sandwich panel, such as at the proper angle. The previously-disclosed retention housing may work in cooperation with a depth locator, which locates the load transfer device at the proper depth. Moreover, the previously-disclosed retention housing is designed such that each retention housing is manufactured for a single thickness of insulation. Needed in the art, however, is a retention housing which can be adjusted for a variety of insulation thicknesses in the sandwich wall panel. The retention housing may be a rotationally symmetrical single part, which would lower manufacturing, inventory, and shopping costs, along with lessening confusion of the end user in the field. In addition, the retention housing should also be capable of use in applications that do not include insulation. Moreover, such a retention housing may include depth locating means to locate the load transfer device at its appropriate depth, in addition to its appropriate angle. The retention housing may be made from plastic, which is more durable, less expensive, and easier and safer to manufacture than the foam retention housings of the previously-discussed applications and patents.
Accordingly, provided is a retention housing for a load transfer member. In one embodiment, a retention housing is combined with a load transfer member connecting a first concrete element to a second concrete element. An insulation layer may be located between the first and second concrete elements. Moreover, the retention housing may be received by the insulation layer. The retention housing may include at least one guide member to retain the load transfer member at a predetermined angle. The load transfer member may comprise a first end that extends into the first concrete element and a second end that extends into the second concrete element.
In addition, the retention housing may include at least one depth locating means, such as a depth locating tab. The load transfer member may include an indentation or bulge which receives the depth locating tab. In some embodiments, the retention housing may comprise a first retention member and a second retention member. Moreover, the first and second retention members may include a size indicator for aligning the first and second retention members with respect to each other. The size indicator may correspond to the thickness of the insulation layer. Specifically, the size indicator may be on a front surface or top lip of the first and second retention members. In addition, the retention housing may include a top, and the angle may be between twenty and seventy degrees, such as forty-five to sixty degrees, from the normal of said top.
In another embodiment, a retention housing for receiving at least one load transfer member is provided, wherein the load transfer member transfers loads between first and second concrete elements. The retention housing comprises first and second retention members, at least one guide member, and a size indicator. The guide member retains the load transfer member at a predetermined angle. The size indicator may align the first and second retention members with respect to each other. The retention housing may further include a depth locating means, such as depth locating tab. In addition, the retention members may include a front surface or a top lip which includes the size indicator for aligning the first and second retention members with respect to each other. The retention housing may include a top and the angle may be between twenty and seventy degrees, such as forty-five to sixty degrees, from the normal of the top. Moreover, in some embodiments, the retention housing may be capable of receiving two load transfer members.
In yet another embodiment, a sandwich wall panel is provided which comprises a first concrete layer, second concrete layer, an insulation layer located between the first and second concrete layers, at least one load transfer member, and at least one retention housing receiving the load transfer member. The retention housing may include first and second retention members. It may further include at least one guide member to retain the load transfer member at a predetermined angle. Moreover, at least one of the first and second retention members may include a size indicator for aligning the first and second retention members with respect to each other. In some embodiments, the size indicator may correspond to the thickness of the insulation layer. Moreover, the sandwich wall panel may include two load transfer members which are received by the retention housing. The retention housing may further comprise at least one depth locating means. The insulation layer may receive the retention housing. In another embodiment, a double wall panel is provided which also includes an air gap between the insulation layer and one of the first and second concrete layers and wherein the size indicator may correspond to the thickness of both the insulation and the air gap layers.
In yet another embodiment, a retention housing for receiving at least one load transfer member is provided wherein the load transfer member transfers loads between first and second concrete elements. The retention housing includes first and second retention members and at least one guide member to retain the load transfer member at a predetermined angle. At least one of the first and second retention members includes a size indicator for aligning the first and second retention members with respect to each other in an aligned position. Moreover, the retention housing includes means for connecting the first and second retention member in the aligned position. The retention members may further include at least one tab which may be removed in the aligned position, such as a plurality of tabs, a portion of which are removed in the aligned position and wherein the remaining portion creates a thermal break.
The first and second retention members may be identical and/or adjustable. Moreover, the size indicator for aligning the first and second retention members with respect to each other may correspond to a plurality of sizes of the retention housing. At least one of the first and second retention members may include a projection, and at least one of the first and second retention members may include a slot. The slot may receive the projection to connect the first and second retention members in the aligned position. Furthermore, at least one of the first and second retention members may include at least one of a top and bottom lip, such as a bottom lip which is tapered.
The following is a detailed description of an embodiment of an improved retention housing 100 for use with a load transfer device. An example of a load transfer device is described in detail in U.S. patent application Nos. Ser. Nos. 14/791,773; 14/291,651; and Ser. No. 13/468,167 and U.S. Pat. Nos. 9,074,370 and 8,839,580, the disclosures of which are all hereby incorporated by reference in their entireties, although a retention housing 100 of the present invention may be used with any type of load transfer device. An embodiment of a retention housing is disclosed and described in detail in the above-referenced applications and patents. The embodiments of retention housings of the present invention provide improved features and may be used in combination with the load transfer device of the above-referenced applications and patents or other load transfer devices, known now or in the future. The retention housing 100 of the present invention may be used in conjunction with load transfer devices that connect concrete elements in any type of application. Examples include, but are not limited to, sandwich wall panels, balconies, roofs, and bridge decks. In some applications, the retention housing 100 will be used in applications including insulation, such as a sandwich wall panel having two concrete wythes and a layer of insulation there between. The description below will generally describe the preferred embodiment of the retention housing 100 for use with sandwich wall panels. However, it should be understood that the description is not limiting, and the retention housing may be used for a variety of applications, including those that do not include insulation. Moreover, the retention housing 100 will generally be described for use with the load transfer device of the aforementioned patents and applications, which include two load transfer members. However, it should be understood that this example is not limiting, and the retention housing 100 of the present invention may be used with one or more of any load transfer device.
The retention housing 100 of the present invention may retain a load transfer device at its proper position with respect to the concrete elements it connects. The retention housing of the present invention is preferably made of plastic; however, the retention housing may be made of other suitable materials, as will be recognized by one of skill in the art. Further, the retention housing may be manufactured in any number of pieces, including one complete retention housing or two or more retention members. Preferably the retention housing 100 is composed of two retention members 102. Turning to
The retention member 102 includes a front surface 104, back surface 106 (shown in
Further shown on
The front surface 104 includes an optional size indicator 120. The size indicator 120 may be used to align two retention members 102 with respect to each other. As shown in
Moving now to
Furthermore,
To create a retention housing, two retention members 102 are connected via two of the plurality of slots 122 and two projections 124, with only the front connection shown in
Moving to
Accordingly, to assemble a retention housing 100 with further components of a load transfer device, the user first obtains two retention members 102. Of course, a retention housing of the present invention need not include multiple retention members. However, as discussed above, the preferred embodiment includes two retention members 102, so that the retention members 102 may be assembled into retention housings 100 in a variety of sizes. The user then determines the thickness of insulation used in the wall panel. Using the size indicator 120, the user determines which slots 122 will accept the projections 124. The user then breaks off the tabs 112 necessary to allow the two retention members 102 to fit together and inserts the projections 124 into the slots 122. The remaining tabs 112 prevent concrete from getting into the retention housing 100. Next, the user obtains the illustrated load transfer members 126. However, any type, number, or shape of load transfer devices may be used without departing from the scope of the invention. The load transfer members 126 are inserted into the recesses 115 of the two retention members using the first guide member 114 and second guide member 116 to guide the load transfer members 126 into place. The load transfer members 126 are inserted until the indentation 128 of the load transfer member 126 accepts the depth locating tab 118. At that point, the load transfer members 126 are positioned at the correct angle and depth for the application. In the preferred embodiment, the two load transfer members 126 cross to form an “X” shape, which is facilitated by the recesses 115 and guide members 114, 116. However, the load transfer members 126 need not cross or may cross at a location other than their centers, as will be appreciated by one of skill in the art and often depend on the application.
It is anticipated that assembly of the retention housing 100 and load transfer device may take place in the field or at a precast manufacturing facility. The retention members 102 need not be assembled prior to shipping, but might be in some circumstances. Moreover, it is anticipated that the load transfer members 126 will be inserted after the retention housing 100 has been inserted into the insulation. The retention housing 100 may be held in the insulation via friction or other methods.
The retention members 102 are preferably identical. As shown in
Preferably, the retention housing 106 is made of plastic, although it may be made of any material suitable for the application. Plastic provides some advantages over retention members made of insulating material, wherein many retention members are generally cut from one sheet of foam insulation. Cutting foam insulation includes safety hazards for manufacturers and is slow and expensive. In addition, foam insulation is bulky to ship and the foam is easily damaged. Moreover, the retention members made of foam insulation are lightweight and may be difficult to contain in the plant or at the jobsite. The plastic retention members, while lightweight, do not present the same obstacles. Moreover, in many situations, the plastic retention members are less expensive to manufacture than retention members made of foam insulation. Nevertheless, if a retention housing made of insulation is preferred, a rigid insulation material, including, but not limited to, expanded or extruded polystyrene, polyisocyanurate, and high density rockwool, may be used.
Turning to
Turning to
Accordingly, to assemble a retention housing 130 for a load transfer device, the user first obtains two retention members 132. Of course, a retention housing of the present invention need not include multiple retention members. However, the preferred second embodiment includes two retention members 132 so that the retention members 132 may be assembled into retention housings 130 in a variety of sizes. Moreover, in the preferred second embodiment, each retention member 132 corresponds to one load transfer member. The user then determines the thickness of insulation used in the wall panel. Using the size indicator 150, the user determines where to align the retention members with respect to each other. Any type, number, or shape of load transfer members may be used without departing from the scope of the invention. The load transfer members 152 are inserted into the recesses 145 of the two retention members using the first guide member 144 and second guide member 146 to guide the load transfer members 152 into place. The load transfer members 152 are inserted until the indentation 154 of the load transfer member 152 accepts the depth locating tab 148. At that point, the load transfer members 152 are positioned at the correct angle and depth for the application. It is anticipated that assembly of the retention housing 130 and load transfer device may take place in the field or at a precast manufacturing facility. The retention members 132 may be assembled prior to shipping but need not be. Moreover, it is anticipated that the load transfer members 152 will be inserted after the retention housing 130 has been inserted into the insulation. The retention housing 130 may be held in the insulation via friction or other methods.
As with the preferred embodiment of the retention housing 100 discussed above, the second embodiment of the retention housing 130 may be used to retain any load transfer device in any application. In the illustrated second embodiment, the retention housing 130 is used in association with the load transfer device of U.S. patent application Ser. Nos. 14/791,773; 14/291,651; and 13/468,167 and U.S. Pat. Nos. 9,074,370 and 8,839,580, the disclosures of which are all hereby incorporated by reference in their entireties. In most embodiments, two retention members 132 will be used to retain two load transfer members in place.
Retention members of the present invention, including both the first embodiment 102 and second embodiment 132, and retention housings 100, 130 constructed therefrom, present advantages at jobsites. Load transfer devices including the retention members 102 or 132 can be easily added to an existing project without the need for customized parts. Because the retention members 102 or 132 are universal and may be used for many insulation and/or air gap thicknesses, users may use the retention members 102 or 132 for many different projects, for example if excess retention members 102 or 132 are left over from a previous project. The retention members 102 or 132 are easily adaptable to new or existing projects and can be easily designed and installed in such projects. Moreover, the same retention members 102 or 132 may be used in different areas of the same building that require different sizing. Moreover, the plastic inserts easily into the insulation layer for assembly of a wall panel. In addition, the load transfer members slide easily into the plastic retention members and reliably lock into place at the proper depth.
The retention housing 100 or 130 uses universal, preferably identical parts that are preferably mirrors of each other rather than requiring two or more distinct parts, which results in decreased manufacturing, handling, and transport costs, such as less inventory and shipping. Accordingly, the retention housing 100 or 130 is adjustable. Moreover, the plastic retention housing 100 or 130 is much more durable than the foam retention housings in the aforementioned patents and applications. The retention housings 100 or 130 of the present application may be used and adjusted with a variety of insulation thicknesses without needing new parts. One assembly can be used with a variety of transfer members and insulation thicknesses.
Also provided in the present invention are sandwich wall panels, double wall panels, and methods of manufacturing same wherein the wall panels employ a retention housing of the present invention. Such a sandwich wall panel may be constructed as described in detail in U.S. patent application Ser. Nos. 14/791,773; 14/291,651; and 13/468,167 and U.S. Pat. Nos. 9,074,370 and 8,839,580, the disclosures of which are all hereby incorporated by reference in their entireties. As described above, when using a retention housing of the present invention, preferably the retention housing is composed of two retention members, such as the preferred embodiment of the retention member 102 or second embodiment of the retention member 132 discussed above. The two retention members are assembled to the appropriate size as described in detail above and inserted into a cavity in an insulation panel. In some embodiments, a void may be left between the retention housing 100 or 130 and insulation layer. In such a case, if the user desires, the void may be filled with other types of insulation. Or, the void may be left empty. The sandwich wall panel and/or double wall panel may then be manufactured consistent with the detailed explanation found in U.S. patent application Ser. Nos. 14/791,773; 14/291,651; and 13/468,167 and U.S. Pat. Nos. 9,074,370 and 8,839,580. Because the retention housings 100 or 130 of the present invention are composed of identical retention members 102 or 132, they may be used in a variety of applications. For example, in addition to the illustrated embodiments, the retention housing 100 or 130 could be used in association with a single load transfer member 126 or 152 arranged in a diagonal fashion for carrying the dead load from an outside wythe to an inside wythe in some types of wall panels. Moreover, each retention member 102 or 132 is versatile and may be used in any application or orientation. Preferably, the load transfer members 126 or 152 are also identical and can be used in association with either embodiment of the retention housing. Moreover, the load transfer members 126 or 152 are also versatile, including multiple indentations 128 or 154 so that each load transfer member 126 or 152 can be used in a variety of applications.
Although various representative embodiments of this invention have been described above with a certain degree of particularity, those skilled in the art could make numerous alterations to the disclosed embodiments without departing from the spirit or scope of the inventive subject matter set forth in the specification and claims. Joinder references (e.g. attached, adhered) are to be construed broadly and may include intermediate members between a connection of elements and relative movement between elements. As such, joinder references do not necessarily infer that two elements are directly connected and in fixed relation to each other. In some instances, in methodologies directly or indirectly set forth herein, various steps and operations are described in one possible order of operation, but those skilled in the art will recognize that steps and operations may be rearranged, replaced, or eliminated without necessarily departing from the spirit and scope of the present invention. It is intended that all matter contained in the above description or shown in the accompanying drawings shall be interpreted as illustrative only and not limiting. Changes in detail or structure may be made without departing from the spirit of the invention as defined in the appended claims.
Although the present invention has been described with reference to the embodiments outlined above, various alternatives, modifications, variations, improvements and/or substantial equivalents, whether known or that are or may be presently foreseen, may become apparent to those having at least ordinary skill in the art. Listing the steps of a method in a certain order does not constitute any limitation on the order of the steps of the method. Accordingly, the embodiments of the invention set forth above are intended to be illustrative, not limiting. Persons skilled in the art will recognize that changes may be made in form and detail without departing from the spirit and scope of the invention. Therefore, the invention is intended to embrace all known or earlier developed alternatives, modifications, variations, improvements, and/or substantial equivalents.
This application is a continuation-in-part of U.S. Nonprovisional patent application Ser. No. 14/791,773 filed on Jul. 6, 2015, the entire disclosure of which is hereby incorporated by reference. Application Ser. No. 14/791,773 is a continuation of U.S. Nonprovisional patent application Ser. No. 14/291,651 filed on May 30, 2014, which issued as U.S. Pat. No. 9,074,370 on Jul. 7, 2015, the entire disclosures of which are hereby incorporated by reference. Application Ser. No. 14/291,651 is a continuation of U.S. Nonprovisional patent application Ser. No. 13/468,167, filed on May 10, 2012, which issued as U.S. Pat. No. 8,839,580 on Sep. 23, 2014, the entire disclosures of which are hereby incorporated by reference. U.S. Nonprovisional patent application Ser. No. 13/468,167 claims priority from U.S. Provisional Patent Application Ser. No. 61/484,966, filed May 11, 2011, entitled X-SHAPED LOAD TRANSFER DEVICE, the contents of which is hereby incorporated in its entirety by reference.
Number | Date | Country | |
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61484966 | May 2011 | US |
Number | Date | Country | |
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Parent | 14291651 | May 2014 | US |
Child | 14791773 | US | |
Parent | 13468167 | May 2012 | US |
Child | 14291651 | US |
Number | Date | Country | |
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Parent | 14791773 | Jul 2015 | US |
Child | 15399246 | US |