Abstract: A resilient prestress-free steel structure includes the elastic centering beam and two pin-ended box column bases. The elastic centering beam includes two cantilever segment I-shaped steel beams, a middle segment I-shaped steel beam and buckling restrained high strength steel bars. The cantilever segment I-shaped steel beams are fixed to the two pin-ended box column bases, the middle segment I-shaped steel beam is connected between the two cantilever segment I-shaped steel beams, the buckling restrained high strength steel bars are symmetrically arranged. One end of each of the buckling restrained high strength steel bars is firmly connected with the web of each of the cantilever segment I-shaped steel beams, and the other end of each of the buckling restrained high strength steel bars is firmly connected with the web of the middle segment I-shaped steel beam. The resilient prestress-free steel structure is arranged in left and right symmetrical manner.

Abstract: The present application relates to a prefabricated concrete beam-column node and a construction method thereof. The construction method of the prefabricated concrete beam-column node includes: assembling node connectors, and mounting studs on each node connector; welding a circumferential reinforcing plate with a groove hole in the center to a middle-rear section of each node connector; mounting a longitudinal rebar on each circumferential reinforcing plate; pouring a concrete beam between two circumferential reinforcing plates; welding a hidden corbel to a side flange of each of structural columns; hoisting the concrete beam, and overlapping each node connector with the corresponding hidden corbel; welding each node connector to the corresponding structural column; and pouring the concrete beam between the circumferential reinforcing plates and the structural columns.

Abstract: A structure enables free and reasonable designing of a cross section of an end of a steel beam in accordance with bending stress and a housed state of a PC steel, thereby providing an economic and reasonable building as a whole. A beam end block includes end plates and an anchor plate. The end plates are fixed at an end surface of an H-section steel in a direction substantially perpendicular to the longitudinal direction of the beam. The anchor plate is fixed to the H-section steel separately from the end plates, on a side opposite to a column, in a direction substantially perpendicular to the longitudinal direction of the beam. An end of the steel beam has an upper part and a lower part. The upper part protrudes toward the column more than the lower part and is mounted on a cogging.

Abstract: A method of constructing a modular building, the method can include the following sequential steps: constructing a multi-floor building frame by connecting a plurality of like open topped-trays and column assemblies, with the trays forming floors and the column assemblies separating the floors; assembling walls or walls formwork to the frame; and pouring wet concrete into the trays to form the building.

Abstract: A deck system is disclosed having a mounting plate with a planar support surface and at least one locating rod extending from the support surface. The locating rod extends in a direction that is substantially perpendicular to the support surface. A beam having a first end and a second end is positioned on the support surface of the mounting plate. The first and second ends of the beam have a slot and the slot is disposed for receiving the locating rod. At least one tread is disposed to extend between the two spaced apart parallel oriented beams. The tread has opposed shoulders on the side of the tread that engages the spaced apart beams. The opposed shoulders are disposed for engaging a side of the spaced apart beams that are in adjacent relationship.

Abstract: Girts, systems incorporating girts, and methods of using girts are disclosed. In some embodiments, the girts are formed via an efficient metal stamping and folding process. The girts have a high mechanical strength, are easily manufactured, allow for water drainage and air circulation, improve thermal performance, decrease sound transmission, and reduce material, transportation and labor costs relative to traditional girts.

Abstract: The subject invention relates to a beam-column connection structure and method of making the same wherein the beam-column connection structure includes: a precast column comprising a plurality of tension bars horizontally embedded in the precast column; a precast beam comprising a metal plate fastened to an end surface of the precast beam, the metal plate having a plurality of through holes; and a plurality of fasteners, wherein each of the fasteners respectively penetrates through each of the through holes of the metal plate and connects to an end of a corresponding tension bar so that the precast beam is fixed to the precast column.

Abstract: The invention relates to a building structure comprising pillar units, beam units including main beam units and floor slab units, the floor slab unit comprises a floor slab template layer and a floor slab framework unit; the beam unit comprises a beam template layer of concrete and the beam framework unit; the pillar unit comprises a pillar framework unit, the pillar framework unit comprises a pillar keel unit and support legs; the pillar framework unit comprises a pillar keel unit and support legs; the longitudinal section steel major keels supported on the main beam major keels and the steel bars protruding out of the floor slab template layer in the side direction are placed above the main beam units; the cells are formed between the adjacent beam units; more than one floor slab units are installed in each cell. The advantages of the invention are no support frames, no removing the template.

Abstract: The disclosed apparatus, systems and methods relate to reinforced concrete moment-resisting buildings with precast beams, precast columns, and replaceable buckling restrained reinforcements. Modular channels and pins or boxes are provided that allow for the replacement and repair of the precast moment-resisting beams and columns. Replaceable buckling restrained reinforcements are used to attach the beams and columns via embedded reinforcements and couplers.

Abstract: A structural joint system connects hollow structural members that provide load transfer and alignment for the connection between structural members is described. The structural members may comprise a plurality of beams each having a first and second structural members. A first and second members being joined may or may not be axially aligned.

Abstract: Various implementations include methods and apparatuses for constructing a concrete structure. In one implementation, a structure includes a pre-cast concrete column section and a pre-cast concrete beam section. The column section includes an embedded first assembly with a threaded rod, and the beam section includes an embedded second assembly defining a channel for receiving the threaded rod. Grout is fed through a joint between the column and beam sections into the second assembly to couple the threaded rod with the second assembly. The grout is urged through the joint and the second assembly by gravity and by applying vacuum suction to a grout port defined by the second assembly. The grout port extends between the channel of the second assembly and an external face of the beam section.

Abstract: Provided is a frame structure which allow PC members to be assembled in an efficient manner. First blind holes 26 are formed in a first PC beam 11 so as to open out at longitudinal end surfaces thereof, and first through holes 31 are formed in a pair of PC columns 10 so as to open out opposite to the respective first blind holes 26. The first PC beam 11 is rigidly connected to each PC column 10 via a first rebar 32 positioned in each first through hole 31 and inserted in the corresponding first blind hole 26 to be connected to the corresponding first main beam rebar 24 via a first overlap joint 33, and grout filled around the first rebar 32 in the first through hole 31.

Abstract: The present application relates to the structure of a load-bearing column and a factory using the same. The load-bearing columns comprise a first column, a second column and a third column. The first column is a reinforced concrete column and is arranged on the underground floor. The second column is a pre-fabricated reinforced concrete column on the ground floor and is fixed to the top of the first column. The third column is fixed to the top of the second column, wherein the third column comprises a steel column and a third reinforcing bar assembly which surrounds the circumference of the steel column and extends from the bottom of the steel column in an axial direction to a predetermined distance.

Abstract: An insulation system for coupling to a building substrate comprising a plurality of insulation panels, bracket members and splice members. Each insulation panel includes a longitudinal slot. Each bracket member is formed from a polymer and includes an elongated body having a body wall, a first end wall and a second end wall. Upper and lower ribs extend from the body wall and are structurally configured to extend into the longitudinal slot of each of the plurality of insulation panels, and to elastically deform the longitudinal slot so as to effectively seal along a length thereof, defining a vapor barrier. A similar structure is on each splice member. The bracket members are positioned in a spaced apart relationship with insulation panels therebetween. The upper and lower ribs extend into corresponding ones of the longitudinal slots of the insulation panels, with splice members extending between adjacent adjacently abutting insulation panels.

Abstract: An assembly of concrete structural elements includes a precast concrete lower column, a precast concrete column capital supported on an upper end of the lower column, at least one precast concrete beam supported by the precast column capital, at least one slab supported by the at least one beam, an upper column extending above the lower column, and a poured concrete lap splice connecting the lower and upper columns, a volume of the lap splice being at least partially defined by the lower column, the column capital, the beam, the slab and the upper column. A method of making a lap splice comprises embedding splice reinforcement in each of opposed end of a pair of concrete structural elements such that the splice reinforcement extends out of each approximately as far as the structural reinforcement and overlaps the structural reinforcement within the opposed ends.

Abstract: An assembly of concrete structural elements includes a precast concrete lower column, a precast concrete column capital supported on an upper end of the lower column, at least one precast concrete beam supported by the precast column capital, at least one slab supported by the at least one beam, an upper column extending above the lower column, and a poured concrete lap splice connecting the lower and upper columns, a volume of the lap splice being at least partially defined by the lower column, the column capital, the beam, the slab and the upper column. A method of making a lap splice comprises embedding splice reinforcement in each of opposed end of a pair of concrete structural elements such that the splice reinforcement extends out of each approximately as far as the structural reinforcement and overlaps the structural reinforcement within the opposed ends.

Abstract: Provided is a structure that may include a structural tube having at least one slot extending from an end thereof, an end plate attached to the end of the structural tube, and at least one cross member extending through the at least one slot, the at least one cross member including a first region outside of the structural tube and a second region inside the structural tube.

Abstract: The reinforcing member 13 is an approximately L-shaped member. The reinforcing member 13 comprises a first connecting part 15a, which is connected to the connecting surface of the beam 9b of the column 5, and a second connecting part 15b, which is connected to a surface perpendicular to the surface to which the beam 9b is connected. That is, the connecting part 15a and the connecting part 15b are perpendicular to each other. A concave surface part 17 is provided on the inner surface side of the intersection of the connecting parts 15a and 15b. The reinforcing member 13 is, for example, made of steel having excellent weldability. On the connecting parts 15a and 15b, groove parts 19 are formed on the parts corresponding to the welding parts of the column 5.

Abstract: Floor covering, including hard floor panels which, at least at the edges of two opposite sides, are provided with coupling parts, cooperating which each other, substantially in the form of a tongue and a groove, wherein the coupling parts are provided with integrated mechanical locking elements which prevent the drifting apart of two coupled floor panels in a direction (R) perpendicular to the related edges and parallel to the underside of the coupled floor panels, and provide a snap-action coupling.

Abstract: A bracket that supports a precast structural element of concrete has: a first support part that casts at least partly into a support element of concrete; a bracket part movably fastened to the first support part by bolts, the bracket part having first through holes which are penetrated by the bolts, and the first support part having threaded holes for the bolts, the bolts having an outer diameter that is smaller than the inner diameter of the through holes in the bracket part to fasten the bracket part in various positions with respect to the first support part; and a second support part to cast at least partly into a precast structural element of concrete and to support on the bracket part. The second support part has a support plate having a slot with a second support surface for support on a first support surface of the bracket part.

Abstract: A modular building system for constructing a multi-story building includes pre-fabricated modular units. Each modular unit includes a horizontal slab for forming a floor/ceiling of the building, a joist extending horizontally along a first edge of the slab, the joist extending below the slab and extending horizontally beyond the first edge of the slab to form a receiving lip, columns positioned on top of the slab along the first edge, and connectors installed in cavities formed in the unit. A floor of the multi-story building is formed by arranging the modular units so that the slab of a first modular unit is positioned on the receiving lip of a second modular unit. An additional floor of the multi-story building is formed by arranging the modular units so that the joist portion of an upper modular unit is positioned on the columns of a lower modular unit.

Abstract: A bracket that supports a precast structural element of concrete has: a first support part that casts at least partly into a support element of concrete; a bracket part movably fastened to the first support part by bolts, the bracket part having first through holes which are penetrated by the bolts, and the first support part having threaded holes for the bolts, the bolts having an outer diameter that is smaller than the inner diameter of the through holes in the bracket part to fasten the bracket part in various positions with respect to the first support part; and a second support part to cast at least partly into a precast structural element of concrete and to support on the bracket part. The second support part has a support plate having a slot with a second support surface for support on a first support surface of the bracket part.

Abstract: A construction apparatus for use within an elevator hoistway is provided. The construction apparatus includes span members, each span member having a first end, a second end and a length. Sill attachments are connected to the first end of the span members. The sill attachments are configured to rotate about and seat against a building sill. A support member connected to the second end of the span members. The support members are configured to seat against a second side of the elevator hoistway. The length of the span members is longer than a horizontal distance from the building sill to the second side of the elevator hoistway such that the span members rest in an inclined orientation with respect to a substantially horizontal axis. One or more platforms is supported by one or more forms, the platforms arranged such as to provide a working platform within the elevator hoistway.

Abstract: An apparatus for connecting framing components of a building structure to a foundation wall includes a connector having a generally L-shaped cross-section. The connector is configured to be secured to the foundation wall. The connector has a joist shelf configured to support one or more floor joists and a ledge configured to support one or more wall sheathing panels.

Abstract: A method and system is provided for constructing a multilevel structure using a hybrid top chord bearing floor framing system. The method and system may include a top chord bearing floor truss positioned on a first frame structure. The top chord of the truss may include a load-bearing interface with a top surface and a bottom surface. The truss may be wholly supported by the load-bearing interface of the top chord. The method and system may further include a second frame structure on the top surface of the truss. The first frame structure may be secured to the second frame structure via a fastener that extends through both the second bottom load bearing member and load-bearing interface of the truss into the first top load bearing member of the first frame structure.

Abstract: A connector comprising a container-like fastener holder (4) of finite depth with a front (6) and a rear plate and side walls (8) wherein the rear wall and substantially the whole depth of the holder can be cast into a concrete structure to form a space within the concrete structure, fastening means (12) which can assume a range of positions within the holder (4) and a move able connection part (16) or device which can be fastened to the front plate (6) by the fastening means (12).

Abstract: A latticing drop panel structure includes a plurality of columns (100 or 101) or walls, and a connecting member (210) including a concrete drop panel (219) having a cross-section area larger than that of the column (100 or 101) or the wall, wherein the connecting member (210) having four unit rods 212, surrounded around the drop panel (219) in a latticing form, wherein the unit rods (212) are parallel with the respective sides of the column and cross at the same level, whereby sagging displacement of the slab is reduced due to the existence of the drop panel.

Abstract: A modular interlocking exterior wall system comprises one or more laminated panels formed of a paper product core sandwiched between two cementitious skins, two vertical posts having laterally extending flanges which interlock in vertical grooves formed in the sides of the panels, and a top rail having a downwardly opening top groove which receives and reinforces the horizontal top edge of the top panel, wherein bottom portions of the posts are anchored below ground. An optional bottom rail has an upwardly opening groove for receiving and supporting the bottom edge of the bottom panel, and laterally extending flanges of an optional mid rail are received in top and bottom grooves, respectively, of bottom and top panels to interlock and reinforce the panels.

Abstract: A method and system is provided for constructing a multilevel structure using a hybrid top chord bearing floor framing system. The method and system may include a top chord bearing floor truss positioned on a first frame structure. The top chord of the truss may include a load-bearing interface with a top surface and a bottom surface. The truss may be wholly supported by the load-bearing interface of the top chord. The method and system may further include a second frame structure on the top surface of the truss. The first frame structure may be secured to the second frame structure via a fastener that extends through both the second bottom load bearing member and load-bearing interface of the truss into the first top load bearing member of the first frame structure.

Abstract: A system for constructing a structure comprises a plurality of composite panels having a laminate structure comprising a foam core to which are attached cover layers of the same or different material. One or both of the cover layers may be comprised of composite sub-layers. The system includes a number elongate and preferably extruded components for connecting the panels to form walls, roofs or floors for the structure. The system is modular, thereby allowing for a time and cost efficient means of erecting a structure.

Abstract: In a rigid connection structure of a bridge pier and concrete girder, a joint-equipped PC concrete girder is constituted by burying a rear half part of a shaped-steel joint formed of short shaped-steel respectively in both ends of the concrete girder and protruding a front half part of each shaped-steel joint respectively from each end face of the concrete girder, the respective shaped-steel joint portions protruded from the respective end faces of the concrete girders are supported on a bridge abutment face of a bridge pier while being connected to a connection strip member which arises from the bridge abutment face, and the respective shaped-steel joint portions and the connection strip member are buried in connection concrete which is additionally casted on the bridge abutment face.

Abstract: The present invention provides a structure constructed using PC members and a method of constructing the structure. In the present invention, each of PC wall members (10) of PC walls (1) has connection reinforcing bars (11) at predetermined positions. Each of PC slab members (20) of PC slabs (2) has open reinforcing bars (21), which protrude from the PC slab member (20). Supporting molds (3) are mounted to the PC wall members (10) at positions just below the connection reinforcing bars (11), so that the PC slab members (20) are placed on the supporting molds (3), such that the connection reinforcing bars (11) are overlapped with the corresponding open reinforcing bars (21) in slab areas, and connection concrete (4) is cast at a construction site such that the connection reinforcing bars (11) and the open reinforcing bars (21) are embedded in the connection concrete (4), thus integrating the PC walls (1) and the PC slabs (2) with each other.

Abstract: An improved stackable square tubular column assembly and method of assembly for multi-floor steel-framed buildings in which hollow columns for vertically adjacent floors are joined by a coupler having beam connectors extending outwardly therefrom so that the coupler supports the floor load in shear. The core of the assembly is the coupler having a flat plate extending through horizontal slots in opposing walls of the coupler that divides the coupler into two compartments, each compartment telescopingly receiving the end of a single floor column so that the column load of the upper column is uniformly distributed in compression over the walls of the lower column through the plate.

Abstract: The invention relates to a masonry support system and method, suitable for bearing the load of a course of brick-work or defined brickwork panels, comprising a horizontal support section (2) in the X-plane for supporting said load; a vertical support section (3) in the Y-plane for affixing to a support structure; characterized in that there is provided integrated Z-axis adjustment means (61) for adjusting said relieving angle system forward or backwards relative to the support structure. The advantage of the present invention is that the system provides integrated Z-axis adjustment. This feature provides a unique level of tolerance compensation for unforeseen site variances. The invention provides a uniquely adjustable and easy to install angle brick masonry support system.

Abstract: A cab reinforcement structure for reinforcing a cab by a gusset disposed in a corner at which a right rear pillar and a hollow rear lateral beam member joined to the right rear pillar meet each other is formed such that a gusset retaining member for sustaining a load from a gusset side is disposed within the rear lateral beam member in relation to the rear lateral beam member side end of the gusset and the gusset retaining member is composed of a plate-like member for blocking up the inside of the rear lateral beam member at a position corresponding to the rear lateral beam member side end of the gusset.

Abstract: Structural members widely adaptable for use to build various composite structures and assemblies having horizontal and vertical supports, such as columns, beams and rails, are shown and described. The composite structural members include a longitudinal channel having a web and first and second legs. Each leg includes a plane that extends from a side of the web and is inclined relative to the web, and a cylinder is located at an edge of the leg that is spaced from the web. Various fittings can be used to engage at least one of the cylinders of the channel to fix the channel in position relative to a second, third and/or fourth channel to form the column, beam or rail. Further, select brackets can be used to attach together columns, beams and rails of the assembly.

Abstract: Components for use in the assembly and installation of a modular decking system, comprised of structural free floating piers which distributes loads of deck pad to ground, piers have a pad bearing surface and four uniformly placed receiver blocks which interlock with corresponding recesses at four pad corners, an interlocking cam passes through pad recesses at deck surface and locks to piers by rotating cam with custom designed tool. The system is designed to be assembled without permanent fasteners to allow for expansion, reconfiguration or relocation, or addition of traditional and contemporary deck accessories that engage and interlock with the piers, pads and cams. One ideal manufacturing method of one or any of the system components is compression molded post-consumer and/or industrial thermo-plastic waste.

Abstract: A building system uses modular precast concrete components that include a series of columns with wide, integral capitals. Wide beam slabs are suspended between adjacent column capitals by hangers. Joist slabs (e.g., rib slabs or other substantially planar components) can then be suspended between the beam slabs and column capitals to provide a floor surface.

Abstract: The present invention provides a structure constructed using PC members and a method of constructing the structure. In the present invention, each of PC wall members (10) of PC walls (1) has connection reinforcing bars (11) at predetermined positions. Each of PC slab members (20) of PC slabs (2) has open reinforcing bars (21), which protrude from the PC slab member (20). Supporting molds (3) are mounted to the PC wall members (10) at positions just below the connection reinforcing bars (11), so that the PC slab members (20) are placed on the supporting molds (3), such that the connection reinforcing bars (11) are overlapped with the corresponding open reinforcing bars (21) in slab areas, and connection concrete (4) is cast at a construction site such that the connection reinforcing bars (11) and the open reinforcing bars (21) are embedded in the connection concrete (4), thus integrating the PC walls (1) and the PC slabs (2) with each other.

Abstract: A virtual connector post (or customized wall module intersection) includes a variable angle connector assembled with a plurality of position retention mechanisms and a corresponding plurality of connector interfaces of corresponding wall modules. The virtual connector post can be varied for virtually any shape or design simply by varying the shape of the variable angle connector(s) used therein. In particular, the variable angle connector can be arbitrarily shaped so that the ultimately joined wall modules form a corresponding, non-standard angle, such as non-right angles between wall modules in a given partition. The variable angle connectors and corresponding position retention mechanisms can be securely fastened between multiple wall modules at any number of arbitrary points along the length of a partition.

Abstract: An end wall panel for an arch-style steel building is disclosed. The end wall panel is fabricated from metal sheet and consists of a plurality of upper flanges spaced apart from one another. The upper flanges are connected to lower flanges by a web section extending at an angle from the upper flange. Flange stiffeners also extend at an angle from the outermost upper flanges. The end wall panel provides increased strength in an arch-style steel building and can withstand critical wind loads without additional stiffeners. The end wall panel is also inexpensive to manufacture and install into an arch-style steel building.

Abstract: An adjustable wall system comprising horizontal and vertical members for forming a frame. Panels including mounting elements for being removably mounted to two adjacent vertical members of the frame thus forming a wall run. The vertical members include protrusions to be mounted by the mounting elements. The vertical and horizontal members may be provided with mutually mating locators. Surface mounting elements are provided to be mounted to a surface, the vertical members are mounted to these elements. A region of the vertical members is exposed between adjacent panels. This region can be used to mount display members and the like thereto or be used as a spacer. Levelers are used to bolt the freestanding wall runs to the floor. Perpendicular tabs on the horizontal members are used to connect them to other horizontal members creating dividing wall runs on straight wall runs. Angular or curved brackets are used to shape the wall run accordingly.

Abstract: A system and method for providing an outdoor flooring such as a lightweight deck surface, employs a fiber reinforced polymer structural panel with plural grid openings therein. Connectors adapted to interlock adjacent panels to one another and to a base, also are adapted for receiving support column members therein for providing ground or base oriented surface or an elevated surface. A surfacing material, such as a quarried stone or tile, is attached to the top of the panel, providing a deck surface without requiring substantial structural support.

Abstract: The invention provides load-resisting segments (e.g., panels or frames for openings) for transmitting loads through a building structure. In the context of a wall, the load-resisting segments transmit shear loads downward to structural elements below the wall, such as to a building foundation. The load-resisting segments may comprise a truss configuration, i.e., an assembly of members forming a rigid framework. Each load-resisting segment can include web members and pairs of truss plates secured to sides of the segment to secure connections of the web members to each other and to other members. The wall segments can include beam-separation blocks that reduce truss plate failure by spacing apart the ends of two web members bearing against a chord or post to position the intersection point of the load paths of the web members with the load path of the chord or post.

Abstract: A wall system suitable for use in applications such as a fence or a wall of a building which comprises posts and panels which are interconnected or interengaged so that the wall may comprise a series of inline panels or corners formed by two panels and a single post, the interconnection or interengagement of the panels being effected without use of mechanical fasteners, glue, welding, or similar modes of attachment.

Abstract: A floor/ceiling 10 has downwardly extending ribs (14) separated by downwardly opening channels (16). The floor/ceiling member (10) sits down on a horizontal header (32) that is on top of a building wall that extends perpendicular to the ribs (14) and the channels (16). A preformed wall panel (24) has a lower strip portion (26) that is connected to a side flange (36) on the header (32). Preformed wall panel (24) has upwardly directed peaks (28) and upwardly opening valleys (30). The peaks (28) are sized and shaped to snuggly fit within the ceiling channels (16). The valleys (30) are sized and shaped to snuggly receive the ribs (14) when the peaks (28) are in the channels (16). A continuous lower strip portion of the preformed wall panel (24) is connected to the flange (36) of the header (32), below the ribs (14). The peaks (28) extend into and block or close off the channel openings formed in and by the channel (16) above the web (38).

Abstract: A device for connecting a beam to pillars or similar supporting structural elements in order to erect buildings, particularly multistory buildings, by means of prefabricated concrete components, the device comprising first means for connecting two end regions of the beam to the pillars and second means for connecting the beam to the pillars, the first connection means provide a coupling at least of the hinge type between each one of the two end regions of the beam and the corresponding pillar; the second connection means comprise at least one tension element that passes through the beam and is connected to the pillars by means of the ends thereof that protrude from the beam.

Abstract: The instant invention relates to an infinitely adjustable anchoring system for attaching structural members to a support member. The system comprises a continuous, elongated, removable retaining track secured to the outer surface of a support member and configured to receive at least one adjustable connector plate therein. The adjustable connector plates are capable of attaching to structural members having various dimensions and pitches relative to the track. The invention includes a reusable centering bracket assembly used to install a retaining track assembly along an upper portion of a support member.

Abstract: A panel for field erecting an assault course with the panel supporting a bullet retaining member on at least one face with the panel erectable on a base member and securable to similar or identical panels to form an assault course and a method for field erecting of the assault course comprising the laying of a base member on top of a terrain surface and then erecting a walled enclosure around the perimeter by positioning the panels on top of the base and then securing the panels to each other and to the base member with fasteners to form the assault course.

Abstract: A bracket for supporting a structural element, such as a precast concrete beam, on a concrete pile or similar support structure in a building includes a first support part (1) which is cast at least partly into the concrete pile. The first support part (1) includes a bracket part (5) for supporting the structural element so that the structural element bears against the concrete pile. The bracket part (5) is movably fastened to the first support part (1), which is cast at least partly into the concrete pile, such that the position of the bracket part (5) with regard to the concrete pile can be changed.