Abstract: A retaining wall (10) is disclosed having multiple piles (11) and multiple panels (12) mounted uprightly to the piles for lateral, pivotal movement. Each panel has a body portion (13) and an end hinge (22) mounted to each side end (18). Each hinge includes hinge barrels (23) adapted to conform with the laterally opposing hinge barrels and spaces (24) located at the opposite end of another panel.

Abstract: Systems and methods for mergeable metadata-based applications may be provided. According to some embodiments, a method may include determining, by a computer including one or more processors, one or more changes to be made to an application on a target computer. The method may also include identifying metadata associated with the application, the metadata corresponding to the one or more changes to be made. Furthermore, the method may include generating at least one tag associated with the metadata. The at least one tag may include information that describes one or more database definitions included in the metadata. Additionally, the method may include wrapping the at least one tag and the metadata into a mergeable metadata application and transmitting, to the target computer, the mergeable metadata application.

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The slabs are all retained in position by steel guide rods (15) that extend upwardly from the base slab. The guide rods have externally threaded lower ends (16) configured, to receive internally threaded guide rod mounting nuts (17) which have a metal mounting plate (20) with a guide rod hole (21) therethrough, a main body portion (22) welded to the mounting plate and having a threaded channel (23) therethrough, and a sealing plate (24) coupled to bottom of the main body portion through a peripheral weld (25) so as to seal the bottom opening of the threaded channel.

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The slabs are all retained in position by steel guide rods (15) that extend upwardly from the base slab. The guide rods have externally threaded ends (16) configured to receive internally threaded mounting nuts (17). The crown slab has guide rod mounting holes (22) through which the guide rods extend. The crown slab also has compression washer assemblies (25) which include a pressure plate (26) and anchor legs (27). The pressure washer has a central mounting hole (28) coaxially aligned with the crown slab guide rod mounting holes. The pressure washer has a top surface (29) which is flush with the crown slab top surface (30). The mounting nuts bear against the pressure washer and not against the concrete.

Abstract: Systems and methods for mergeable metadata-based applications may be provided. According to some embodiments, a method may include determining, by a computer including one or more processors, one or more changes to be made to an application on a target computer. The method may also include identifying metadata associated with the application, the metadata corresponding to the one or more changes to be made. Furthermore, the method may include generating at least one tag associated with the metadata. The at least one tag may include information that describes one or more database definitions included in the metadata. Additionally, the method may include wrapping the at least one tag and the metadata into a mergeable metadata application and transmitting, to the target computer, the mergeable metadata application.

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The pillar slab is formed with a unitary mold (40) with one continuous internal chamber (41) which includes multiple leg cavities (42) which have three sidewalls (43) that are all angled outwardly from the bottom of the mold to the top of the mold. The mold produces a pillar slab which has multiple legs (12?) wherein each of the three sidewall surface (46) of each leg is set at an angle a.

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The slabs are all retained in position by steel guide rods (15) that extend upwardly from the base slab. The guide rods have externally threaded ends (16) configured to receive internally threaded mounting nuts (17). The crown slab has guide rod mounting holes (22) through which the guide rods extend. The crown slab has a central passageway (18) with two semi-circular ancillary channels (19) which include an incoming conduit channel (20) and an outgoing conduit channel (21). The incoming conduit channel receives the incoming electrical conduit (24) while the outgoing conduit channel (21) receives the outgoing electrical conduit (24?).

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The slabs are all retained in position by steel guide rods (15) that extend upwardly from the base slab. The guide rods have externally threaded ends (16) configured to receive internally threaded mounting nuts (17). The crown slab has guide rod mounting holes (22) through which the guide rods extend. The crown slab has a central passageway (18) with two semi-circular ancillary channels (19) which include an incoming conduit channel (20) and an outgoing conduit channel (21). The incoming conduit channel receives the incoming electrical conduit (24) while the outgoing conduit channel (21) receives the outgoing electrical conduit (24?).

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The pillar slab is formed with a unitary mold (40) with one continuous internal chamber (41) which includes multiple leg cavities (42) which have three sidewalls (43) that are all angled outwardly from the bottom of the mold to the top of the mold. The mold produces a pillar slab which has multiple legs (12?) wherein each of the three sidewall surface (46) of each leg is set at an angle a.

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The slabs are all retained in position by steel guide rods (15) that extend upwardly from the base slab. The guide rods have externally threaded ends (16) configured to receive internally threaded mounting nuts (17). The crown slab has guide rod mounting holes (22) through which the guide rods extend. The crown slab also has compression washer assemblies (25) which include a pressure plate (26) and anchor legs (27). The pressure washer has a central mounting hole (28) coaxially aligned with the crown slab guide rod mounting holes. The pressure washer has a top surface (29) which is flush with the crown slab top surface (30). The mounting nuts bear against the pressure washer and not against the concrete.

Abstract: A retaining wall (10) is disclosed having multiple piles (11) and multiple panels (12) mounted uprightly to the piles for lateral, pivotal movement. Each panel has a body portion (13) and an end hinge (22) mounted to each side end (18). Each hinge includes hinge barrels (23) adapted to conform with the laterally opposing binge barrels and spaces (24) located at the opposite end of another panel.

Abstract: A tower foundation (10) comprises a base slab (11), a plurality of pillar slabs (12), and a crown stab (13). The base slab (11), pillar slabs (12) and crown slab (13) are all retained in position by six steel guide rods (18) that extend upwardly from the base slab (11). The six guide rods (18) have externally threaded ends configured to receive internally threaded mounting bolts (20). The guide rods are arranged in a generally triangular pattern. The pillar slabs are rectangular with their sides being undercut or sloping outwardly from the bottom surface to the top surface, i.e., the sidewalls diverge outwardly as they extend upwardly. The outwardly sloping sidewalls aid in preventing the foundation from tilting over time.

Abstract: A tower foundation (10) comprises a base slab (11), a plurality of pillar slabs (12), and a crown stab (13). The base slab (11), pillar slabs (12) and crown slab (13) are all retained in position by six steel guide rods (18) that extend upwardly from the base slab (11). The six guide rods (18) have externally threaded ends configured to receive internally threaded mounting bolts (20). The guide rods are arranged in a generally triangular pattern. The pillar slabs are rectangular with their sides being undercut or sloping outwardly from the bottom surface to the top surface, i.e., the sidewalls diverge outwardly as they extend upwardly. The outwardly sloping sidewalls aid in preventing the foundation from tilting over time.

Abstract: Video conferencing, wherein the outputs of a plurality of television cameras at one location are transmitted to a second location so that parties at the first location are perceived as present by parties at the second location, has received some attention directed toward bandwidth reduction. The subject invention relates to an improved video conferencing system for reducing bandwidth by advantageously applying temporal resolution and spatial reduction to a video picture provided by each camera. The temporal resolution of a picture from one or more of the cameras can be automatically adapted to a control signal, for example, to a speech level control signal so as to advantageously interleave and to give priority to a picture from one camera over a picture from other television cameras. The spatial reduction of each picture obtains by transmitting and displaying less than the total picture, illustratively the middle two-thirds of the picture from each camera.

Abstract: A pulse code modulator utilizes a predetermined bit, which is the least significant bit in each code group, to indicate the polarity of the signal amplitude sample whose magnitude is represented by the immediately succeeding code group. Since variations in magnitude change the value of the predetermined bit in a more or less random fashion and the same is true of the polarity of the samples to be encoded, in the course of the encoding process there is a relatively high probability of occasions when the magnitude and polarity will call for the same value of bit. When there is a disagreement in bit value for the magnitude and polarity, the predetermined bit in each code group is forced to indicate the correct polarity. Additional bits in each of these code groups may also be changed to provide the most accurate magnitude information with the corrected polarity information.

Abstract: Alternate lines of a 526 line video signal are time-stretched and transmitted over a transmission channel of limited bandwidth. At the receiver, the lines are compressed back to their original duration and displayed in an interlaced manner on a conventional receiver by blanking alternate lines in each field. In another embodiment of the invention, adjacent transmitted lines of the video signal are averaged at the receiver and the resultant signals are substituted for the non-transmitted lines of the video signal.