Abstract: Prefabricated building panels combine new and unexpected element dimensions and materials with the effect of reducing overall weight and depth while simultaneously improving panel performance such as thermal insulation. As compared to former panels, prefabricated building panels according to exemplary embodiments of the invention generally include thinner concrete slabs, wider separations between concrete and support framing, and new material choices for anchors connecting slabs with framing. Exemplary panels are compliant with energy codes such as the latest ASHRAE and IECC.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: Prefabricated building panels combine new and unexpected element dimensions and materials with the effect of reducing overall weight and depth while simultaneously improving panel performance such as thermal insulation. As compared to former panels, prefabricated building panels according to exemplary embodiments of the invention generally include thinner concrete slabs, wider separations between concrete and support framing, and new material choices for anchors connecting slabs with framing. Exemplary panels are compliant with energy codes such as the latest ASHRAE and IECC.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: A wall module for a modular wall structure integrates a wall panel portion with a post portion having bottom extensions and at least one groove for receiving a distal end portion of a wall panel portion of an adjacent module. The bottom post extension may be suspended in a post hole and anchored with a material such as concrete.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: A wall module for a modular wall structure integrates a wall panel portion with a post portion having bottom extensions and at least one groove for receiving a distal end portion of a wall panel portion of an adjacent module. The bottom post extension may be suspended in a post hole and anchored with a material such as concrete.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: A barrier structure with bolt-down pockets, allowing the structure to be installed as a semi-permanent or permanent structure. The bolt-down pockets are at uniform spacing along the base of the barrier structure and located on opposite sides of the structure. A bolt-down bar extends across and through the base at each pair of bolt-down pockets. Additional reinforcement is provided by rebar bent a generally “U” shape, sometimes called a “hairpin” shape. Toward each end of each bolt-down plate, the base of the “U” shaped rebar is welded to the bolt-down plate near a bolt hole in the bolt-down plate with the legs of the “U” extending at an angle up into the concrete structure. Further reinforcing at the sites of the bolt-down pockets is provided by rebar, sometimes called “stirrups”, bent in a form which generally conforms to the cross-section of the precast concrete structure.

Abstract: Prefabricated building panels combine new and unexpected element dimensions and materials with the effect of reducing overall weight and depth while simultaneously improving panel performance such as thermal insulation. As compared to former panels, prefabricated building panels according to exemplary embodiments of the invention generally include thinner concrete slabs, wider separations between concrete and support framing, and new material choices for anchors connecting slabs with framing. Exemplary panels are compliant with energy codes such as the latest ASHRAE and IECC.

Abstract: A pamphlet with a plurality of pages with a placard attached to the fold line of the pamphlet at a plurality of connection points by, staples. The placard attached to the fold line can be pivoted about the fold line to a position perpendicular or parallel to the pamphlet.

Abstract: A barrier structure is provided with bolt-down pockets, allowing the structure to be installed as a semi-permanent or permanent structure. The bolt-down pockets are at uniform spacing along the base of the barrier structure and located on opposite sides of the structure. A bolt-down bar extends across and through the base at each pair of bolt-down pockets. Additional reinforcement is provided by rebar bent a generally “U” shape, sometimes called a “hairpin” shape. Toward each end of each bolt-down plate, the base of the “U” shaped rebar is welded to the bolt-down plate near a bolt hole in the bolt-down plate with the legs of the “U” extending at an angle up into the concrete structure. Further reinforcing at the sites of the bolt-down pockets is provided by rebar, forms to the cross-section of the precast concrete structure. sometimes called “stirrups”, bent in a form which generally conforms to the cross-section of the precast concrete structure.

Abstract: A wall module for a modular wall structure integrates a wall panel portion with a post portion having top or upper and bottom or lower extensions and at least one groove for receiving a distal end portion of a wall panel portion of an adjacent module. The bottom/lower extension is set within an exposed portion of a reinforcing cage of a caisson or pier extending below grade and the reinforcing cage and bottom/lower extension are encapsulated with a material such as concrete to integrate the caisson or pier with the bottom/lower post extension. Alternatively, the bottom post extension can be formed to have a length sufficient to support the module in soil and a pier or caisson integrally formed therewith by pouring concrete around the bottom post extension within a post hole.

Abstract: A wall module for a modular wall structure integrates a wall panel portion with a post portion having top or upper and bottom or lower extensions and at least one groove for receiving a distal end portion of a wall panel portion of an adjacent module. The bottom/lower extension is set within an exposed portion of a reinforcing cage of a caisson or pier extending below grade and the reinforcing cage and bottom/lower extension are encapsulated with a material such as concrete to integrate the caisson or pier with the bottom/lower post extension. Alternatively, the bottom post extension can be formed to have a length sufficient to support the module in soil and a pier or caisson integrally formed therewith by pouring concrete around the bottom post extension within a post hole.

Abstract: A unitary, composite wall foundation and floor slab structure and system is provided by a pre-stressed cast concrete structure having a wall foundation region, a floor slab region and a transitional region therebetween and strands passing through all of those regions. One or more such structures are also post-tensioned using cables passing through tube embedded in the cast concrete structure and, when a plurality of such structures are employed in a modular manner, such post-tensioning draws all such modules into a larger unitary composite wall foundation and floor slab structure. The transition region may be further reinforced by angular reinforcing elements. Intermediate and end sections of varied shape may be used to complete the structure.

Abstract: Increased resistance to displacement of a barrier or barrier sections thereof in response to a lateral force without anchoring or bolting barrier sections together is achieved by providing an attachment arrangement near the top of an end of barrier sections which is capable of carrying a tensile force and developing that tensile force using a tightening bolt/nut arrangement located at deflection stops at lower corners of the barrier sections to develop a compressive force. The barrier sections are thus rigidly attached together such that a lateral force applied to one or more barrier sections is partially transferred to additional attached barrier sections effectively increasing the mass against which the lateral force is applied. The tightening bolt/nut arrangements are retained by and are captive to the respective barrier sections when barrier sections are disassembled from each other.

Abstract: Increased resistance to displacement of a barrier or barrier sections thereof in response to a lateral force without anchoring or bolting barrier sections together is achieved by providing an attachment arrangement near the top of an end of barrier sections which is capable of carrying a tensile force and developing that tensile force using a tightening bolt/nut arrangement located at deflection stops at lower corners of the barrier sections to develop a compressive force. The barrier sections are thus rigidly attached together such that a lateral force applied to one or more barrier sections is partially transferred to additional attached barrier sections effectively increasing the mass against which the lateral force is applied. The tightening bolt/nut arrangements are retained by and are captive to the respective barrier sections when barrier sections are disassembled from each other.

Abstract: Increased resistance to displacement of a barrier or barrier sections thereof in response to a lateral force without anchoring or bolting barrier sections together is achieved by providing an attachment arrangement near the top of an end of barrier sections which is capable of carrying a tensile force and developing that tensile force using a tightening bolt/nut arrangement located at deflection stops at lower corners of the barrier sections to develop a compressive force. The barrier sections are thus rigidly attached together such that a lateral force applied to one or more barrier sections is partially transferred to additional attached barrier sections effectively increasing the mass against which the lateral force is applied. The tightening bolt/nut arrangements are retained by and are captive to the respective barrier sections when barrier sections are disassembled from each other.