Abstract: A structure fabricated by a method comprising hanging a flexible fabric from a first overhead structure in a substantially vertical orientation, wherein a portion of the flexible fabric hangs without any compressive load bearing framework engaged therewith and bears a tensile load. The method further comprises shielding a first portion of the flexible fabric to substantially block the first portion from receiving a fixative, and applying the fixative directly to a second portion of the flexible fabric that is unshielded, wherein the fixative hardens the second portion forming a fixed portion while the first portion remains flexible. The method further comprises rotating the fixed portion about the first portion acting as a hinge into a second orientation.

Abstract: A method of fabricating a structure including hanging a flexible fabric in a substantially vertical direction, shielding a portion of the flexible fabric and applying a fixative to an unshielded portion of the flexible fabric, thereby forming a fixed portion of the flexible fabric. A shielded portion of the flexible fabric is located in a portion of the fabric and is configured to act as a hinge allowing the fixed portion to be rotated.

Abstract: A method of fabricating a structure including hanging a flexible fabric in a substantially vertical direction, shielding a portion of the flexible fabric and applying a fixative to an unshielded portion of the flexible fabric, thereby forming a fixed portion of the flexible fabric. A shielded portion of the flexible fabric is located in a portion of the fabric and is configured to act as a hinge allowing the fixed portion to be rotated.

Abstract: A load bearing structure including a first fixed net layer, a second fixed net layer and a non-linear structure in between. The first fixed net layer may include a first layer of flexible, drapable fabric and a fixing material that fixes the shape of the first layer of flexible, drapable fabric. The second fixed net layer may include a second layer of flexible, drapable fabric and a fixing material that fixes the shape of the second layer of flexible, drapable fabric. The non-linear reinforcing structure may be in communication with the first and second fixed net layers and may be configured to share with the first and second fixed net layers a load applied to the load bearing structure.

Abstract: A load bearing structure including a first fixed net layer, a second fixed net layer and a non-linear structure in between. The first fixed net layer may include a first layer of flexible, drapable fabric and a fixing material that fixes the shape of the first layer of flexible, drapable fabric. The second fixed net layer may include a second layer of flexible, drapable fabric and a fixing material that fixes the shape of the second layer of flexible, drapable fabric. The non-linear reinforcing structure may be in communication with the first and second fixed net layers and may be configured to share with the first and second fixed net layers a load applied to the load bearing structure.

Abstract: A load bearing structure including a first fixed net layer, a second fixed net layer and a non-linear structure in between. The first fixed net layer may include a first layer of flexible, drapable fabric and a fixing material that fixes the shape of the first layer of flexible, drapable fabric. The second fixed net layer may include a second layer of flexible, drapable fabric and a fixing material that fixes the shape of the second layer of flexible, drapable fabric. The non-linear reinforcing structure may be in communication with the first and second fixed net layers and may be configured to share with the first and second fixed net layers a load applied to the load bearing structure.

Abstract: A load bearing structure including a first fixed net layer, a second fixed net layer and a non-linear structure in between. The first fixed net layer may include a first layer of flexible fabric and a fixing material that fixes the shape of the first layer of flexible fabric. The second fixed net layer may include a second layer of flexible fabric and a fixing material that fixes the shape of the second layer of flexible fabric. The non-linear reinforcing structure may be in communication with the first and second fixed net layers and may be configured to share with the first and second fixed net layers a load applied to the load bearing structure.

Abstract: A net layer (32) defines the shell (40) of a building, carried by any necessary supports. A hardening layer (34) is applied to fix the shape of the net layer (32) and to establish wall, roof, and floor. Optionally the shell is of sufficient strength to receive application of further layers in order to define an exoskeleton. Structures of roof sections include parallel-sided segments and converging-sided segments, with troughed or domed section shapes. Structures of walls include opposed shell sides (35), (78) and central filler layers (70), together defining an exoskeleton. Posts (72) can add additional structural capacities for supporting walls, roof and floor and can be formed integrally of net (32) and hardener (34).

Abstract: A load bearing structure including a first fixed net layer, a second fixed net layer and a non-linear structure in between. The first fixed net layer may include a first layer of flexible fabric and a fixing material that fixes the shape of the first layer of flexible fabric. The second fixed net layer may include a second layer of flexible fabric and a fixing material that fixes the shape of the second layer of flexible fabric. The non-linear reinforcing structure may be in communication with the first and second fixed net layers and may be configured to share with the first and second fixed net layers a load applied to the load bearing structure.

Abstract: A net layer (32) defines the shell (40) of a building, carried by any necessary supports. A hardening layer (34) is applied to fix the shape of the net layer (32) and to establish wall, roof, and floor. Optionally the shell is of sufficient strength to receive application of further layers in order to define an exoskeleton. Structures of roof sections include parallel-sided segments and converging-sided segments, with troughed or domed section shapes. Structures of walls include opposed shell sides (35), (78) and central filler layers (70), together defining an exoskeleton. Posts (72) can add additional structural capacities for supporting walls, roof and floor and can be formed integrally of net (32) and hardener (34).

Abstract: A net layer (32) defines the shell (40) of a building, carried by any necessary supports. A hardening layer (34) is applied to fix the shape of the net layer (32) and to establish wall, roof, and floor. Optionally the shell is of sufficient strength to receive application of further layers in order to define an exoskeleton. Structures of roof sections include parallel-sided segments and converging-sided segments, with troughed or domed section shapes. Structures of walls include opposed shell sides (35), (78) and central filler layers (70), together defining an exoskeleton. Posts (72) can add additional structural capacities for supporting walls, roof and floor and can be formed integrally of net (32) and hardener (34).

Abstract: A concrete form mold unit formed of a lightweight, insulative material defines at least two rows of vertical core spaces, offset from each other. Concrete and reinforcing rods fill the core spaces, defining post structures. The top of the form mold unit is troughed and is filled with horizontal reinforcing rods and concrete, defining beam structures. The form mold units are laid in courses and stacked as required to build walls, with vertical cores and horizontal troughs aligned, producing an efficient utilization of concrete in the posts and beams. Each course is filled with concrete before the next course is added. The form mold unit is retained as an insulative part of the building structure, with a low dead load. Vertical attaching plates are placed on the surface of the wall, with penetrating fasteners passing into an underlying concrete post or beam. Surface finish materials are joined to the attaching plates.