Steel installation parts can replace predetermined regions of reinforced concrete components provided for receiving loads, in particular reinforced concrete beams. The steel installation parts can be arranged in a less dense construction without losing bearing capacity, in order to create space for technical installation elements such as lines, cables and channels.

A thermally broken truss (10) for a cage of a structural building panel, comprising: first and second elongate outer support members (12, 14); first and second elongate intermediate support members (16, 18) interposed between the first and second outer support members (12, 14); at least one first connecting member (20) interconnecting the first outer support member (12) and the first intermediate support member (16); at least one second connecting member (22) interconnecting the second outer support member (14) and the second intermediate support member (18); and a thermally insulative fastener (24) which fastens the first and second intermediate support members (16, 18) together in spaced apart relationship, thereby providing a thermal break between the first and second outer support members (12, 4). A thermally broken structural building panel (40) is also provided.

A join is provided for end-joining elongate timber flanges. The join includes: an elongate planar web having an upper portion running along the longitudinal axis, and a lower portion running along the longitudinal axis; the elongate planar web having, in order running along the longitudinal axis, a first region, a second region and a third region, the second region having a greater width than the first and third regions; and a first elongate timber flange having a slot engaging upper portions of the first and second regions of the planar web; a second elongate timber flange have a slot engaging the upper portions of the second and third regions of the planar web. The lower edge of the planar web extends beyond the edge of the first and second elongate timber flanges so as to provide an engagement point for a further elongate timber flange.

A joint connector ring includes a connector body formed as a hollow cylinder defining a hollow surrounding a connector opening, and an annular groove formed in a top surface of the cylindrical connector body as a trench running circumferentially around the cylindrical connector body and having an approximately constant depth within the connector body.

A structure including a first hollow-section Fibre Reinforced Polymer (FRP) member, and a second hollow-section FRP member arranged at an angle to the first member. A rod extends through the second member. The rod also has a threaded end section extending through or into the first member. The opposed end of the rod is fixed to a further member. A nut secures the threaded end section to the first member, and screwing of the nut and threaded end section together exerts a compressive force on the second member and a tensile force on the rod.

A composite I-truss is provided, that comprises a pair of top and bottom flanges and an extending intermediate web having a first end secured to the first flange and a second end secured to the second flange. Each flange comprises one or more longitudinal beams secured to the flange connectors. The web comprises at least a pair of flange connectors extending away from the flange and toward the web. The web comprises a plurality of linking struts located at a plurality of longitudinal positions along a length of the I-truss and connecting the flange connectors of the first flange to the flange connectors of the second flange.

Roof structure, which comprises load bearing roof beams, the longitudinal direction of which roof beams defines the width direction of the roof, roof boards and a first fastening profile and a second fastening profile, which lock to each other in the joint between two roof boards arranged against each other, whereby the first roof board comprises a first fastening profile and the second roof board comprises a second fastening profile, and which fastening profiles are substantially perpendicular to the load bearing roof beams, and which fastening profiles are continuous along the distance between at least two adjacent load bearing roof beams. Furthermore, the invention comprises a roof element suitable to be used in a roof structure.

A structural frame includes a plurality of members formed from fiber reinforced polymer. A pair of the members are arranged to engage one another at a first joint. The joint includes a notch that is provided in an outer surface of the first member of the pair of members and which is arranged to receive an end portion of the second member of the pair of members.

A steel beam including a base plate, two web plates extending from the base plate, and an end plate of each end of the steel beam, wherein the base plate, the two web plates, the first end plates delimit a space configured to be filled at least partly with hardening material such as concrete. The steel beam includes a fill space at at least one of the ends of the steel beam. The fill space being limited by a fill space housing configured to separate the fill space from the space of the steel beam.

An insulation system and method comprising an insulation layer, an atmospheric regulation layer, a structural support, and an external surface; wherein the atmospheric regulation layer is supported by the structural support, wherein the insulation layer is located between the atmospheric regulation layer and the external surface, wherein the atmospheric regulation layer has a water vapor permeability of not greater than 3 perms at a relative humidity of 25% as measured by ASTM E96 Procedure A Dry Cup, and a water vapor permeability of at least 6 perms at a relative humidity of 75% as measured by ASTM E96 Procedure B Wet Cup, wherein the atmospheric regulation layer has a fire class A rating as measured by ASTM E84, and wherein the continuous atmospheric regulation layer has a ACH50 value of not greater than 10, wherein ACH50 represents an air exchange at 50 Pascals.