“Self-supporting roofs or roof sections are known which comprise a plurality of extruded plastics profile elements connected side-by-side, each element having at least one longitudinal chamber and coupling members by which neighbouring profile elements are interconnected, the adjacent coupling members of neighbouring profile elements engaging to form a duct.”
“Each of these elements has to be secured, usually by means of screws, before the next element can be connected, which can be time-consuming and does not readily permit later adjustments of element positions.”
“1. A structure comprising hollow building elements of plastics material coupled together side by side, the elements comprising flat top and bottom walls, vertical end and intermediate walls and an intermediate wall between and parallel to the top and bottom walls to form a plurality of rectangular ducts in two layers one on top of the other, the elements further comprising integral coupling members on opposite sides, wherein lower coupling members comprise formations that interengage with formations of neighbouring elements and are held together by a stiffening member between the elements.”
“The stiffening beam may be the same member having upper and lower formations for engagement with upper coupling members and for holding together lower coupling members respectively.” “A preferred upper coupling member comprises a flange forming a channel section which is engageable in a complementary channel section of the stiffening beam. Preferred lower coupling members of building elements comprise a first member that is a horizontal channel into which a second member fits, the stiffening beam having a formation that fits over said engaged first and second members to hold them together.”
“At each end of the building element 10 are upper and lower coupling members. At one end, the lower coupling member 24 is an L-shaped extension of bottom wall 12 and at the other end lower coupling member 26 comprises an extension of the bottom wall 12 with a horizontal channel section 28 formed thereon into which the lower coupling member 24 of the other end of an adjacent building element can fit.”
“The upper coupling members 30 at each end of the building element comprise vertical extensions 31 of side walls 14 and downwardly open channel forming members 32 extending therefrom. The upper coupling members do not actually engage each other but engage a stiffening beam 40 inserted between building elements that are brought together end to end.”
“The stiffening beam 40, preferably extruded from aluminium, has upper and lower formations 42 and 44 respectively whereby adjacent building elements 10 are held together. The lower formation 44 comprises a downwardly opening channel 46 having a pair of opposed internal projections 48 that extend towards each other but do not meet. The formation 44 is sized so that when the lower coupling elements of adjacent building elements are brought together they fit between the projections 48 thereby holding them together.”
“The upper formation 42 of the beam 40 comprises an upwardly opening channel 50 having its internal side walls serrated. Extending outwards from opposite sides of the channel 50 in line with its base are L-shaped projections 52. The projections 52 are sized and shaped each to engage channel members 32 of upper coupling member 30, thereby holding adjacent elements 10 in a fixed relationship.”
“the elements further comprising integral coupling members on opposite sides, wherein lower coupling members comprise formations that interengage with formations of neighbouring elements and are held together by a stiffening member between the elements.”
“I agree with Mr Thorley that the word “interengage” conveys the sense that the coupling members in some way interlock or at least partially restrain movement. When added to the description of the stiffening member as holding rather than pulling the coupling members together, I agree also that the stiffening bar is described as having a static rather than a dynamic effect. It seems to me, therefore, that to ignore these two integers would be to strike out an integer (indeed both integers following the word “wherein”) simply on the ground that they do not seem to make any difference to the inventive concept. I conclude, therefore, that for reasons which the patentee knows best, the skilled reader would conclude that the patentee intended that strict compliance with those integers was an essential part of the invention.”
“At this stage in the process the reader is told that the panels must be laid side by side. He is told that the panels must be supported at opposite ends. So they will be vertically aligned. (The vertical alignment will follow the pitch of the roof).”
“The preferred ducts of the elements of this invention have a straight bottom wall, parallel side walls normal to said bottom wall and an arcuate section top wall.”
“The only other point that I need to make at this stage is that the design field is, I think, limited to the range of products (or designs) that a particular designer (or design team) could be expected to design, and does not (or does not necessarily) extend to the whole range of sources from which they might derive inspiration. Mr Thorley said that the design field in question in the present case is not limited to conservatory roofs, let alone low pitch conservatory roofs. On the contrary it extends to any roof structure involving the use of hollow plastic extruded elements. I agree with him that the design field is not limited to low pitch conservatory roofs. But Mr Savage said that the design field in question was limited to conservatory roofs; and I do not think that this part of his evidence was seriously challenged. I do not regard the evidence that people read trade magazines in which windows were also advertised as enlarging the design field.”
“What matters are the sort of designs with which a notional designer of the article concerned would be familiar”
“I have spent my entire working life dealing with windows, doors and conservatories”
“This is a question of fact and degree. Although the evidence of experts may be helpful, in the end it is a matter for me. Models of each system were assembled and brought to court for the five days of the trial. I have retained samples of the panels in my room while writing this judgment. I still have to make a conscious and determined effort to tell them apart. I have no doubt that the similarities between the Ultralite 500 panel and the Pinnacle 500 panel are far greater than the similarities between those two panels, on the one hand, and all the other samples I was shown. Left only to my own visual impression, I conclude that the Pinnacle 500 panel is made substantially to the design of the Ultralite 500 panel. I am reinforced in this conclusion by the evidence of Mr Savage, which I agree with”
“I believe that the Ultralite 500 system was groundbreaking because it was really the first time that a designer had designed a system specifically for low-pitched conservatory roofs and had given any thought to the whole package of the roof”
“the stiffening beam may be the same member having upper and lower formations for engagement with upper coupling members and for holding together lower coupling members respectively.”
“(1) Any person is entitled as of right to a licence to do in the last five years of the design right term anything which would otherwise infringe the design right. (2) The terms of the licence shall, in default of agreement, be settled by the comptroller.”
“(6) Where the terms of a licence are settled by the comptroller, the licence has effect— (a) in the case of an application in respect of a licence available by virtue of section 237 made before the earliest date on which the licence may take effect under that section, from that date; (b) in any other case, from the date on which the application to the comptroller was made.”