CA1152717A - Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels - Google Patents

Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels

Info

Publication number
CA1152717A
CA1152717A CA000382816A CA382816A CA1152717A CA 1152717 A CA1152717 A CA 1152717A CA 000382816 A CA000382816 A CA 000382816A CA 382816 A CA382816 A CA 382816A CA 1152717 A CA1152717 A CA 1152717A
Authority
CA
Canada
Prior art keywords
panel
subducts
panels
ducts
walls
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
CA000382816A
Other languages
French (fr)
Inventor
Henryk Sokoler
Poul H. Evers
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CA000382816A priority Critical patent/CA1152717A/en
Application granted granted Critical
Publication of CA1152717A publication Critical patent/CA1152717A/en
Expired legal-status Critical Current

Links

Abstract

ABSTRACT OF THE DISCLOSURE

A hollow panel of extruded plastics for walls and roof structures and having at least two main ducts separated by a secondary duct divided into three or more subducts, one of which is dimensioned so as to accommodate an anchor bar intended for absorbing upwardly directed wind pressure. Each of the main ducts is divided into two channels by a thinner intermediate wall extending through the secondary duct or ducts.
A self-supporting arcuate roof comprising such panels provided with coupling members forming together locking ducts wherein locking wedges or reinforcing bands of metal are inserted.
The subducts of the panels are designed to resist pressure and torsional forces without separate reinforcing elements.

Description

~52717 _anel, in particular for self-_upporting roof structures and self-supporting roof structures assembled of such panels.

The invention relates to a panel, in particular for self-supporting roof structures and of the type consisting of extruded, preferably translucent, profile elements of plastics material, expecially polycarbonate, 5 said el~ments having at least two longitudinal ducts and coupling members making it possible to assemble the profile elements side by side to form a continuous surface, in particular a roof surface, requiring only to be supported along two opposite ends.
US patent No. 3 886 705 discloses such a hollow panel having a plurality of ducts mutually bounded by partitions formed as I-beams and stiffened on both sides by separate stiffening members. The side walls have concave outer surfaces.
British patent No. 1 511 189 discloses a single profile element, the duct of which is divided into two parts by a partition extending substantially parallel to the convex outer surfaces. The profile elements can be assembled to form panels.
Such known panels are used in building structures, e.g. walls and roofs. The former structure offers the advantage of requiring less assembling operations for the erection of a surface of a given dimension, but drawbacks in connection with manufacture and load 25 carrying capacity have prevented it from gaining ground in practice.
The second known structure is used to a large extent but requires a greater number of assembling operations for the manufacture of, e.g. a roof of the 30 same given dimensions as above. The fact that this known panel element, owing to the presence of the intermediate wall, possesses extremely good properties with regard to heat insulation has resulted in the acceptance in - ~ , '.
', practice of the drawback that it is only availa~le as single profile element and not as a panel proper comprising a plurality of adjacent ducts.
It is an object of the present invention to provide a panel having none of the drawbacks of the - known structures.
According to the invention this is achieved by providing each of the profile elements with at least two main ducts lying side by side, separated by an intermediate secondary duct, each of the main ducts being divided into two channels by means of a substantially plane intermediate wall situated approx;mately halfway between the external convex outer surfaces of the profile element.
- The two partition walls bounding the secondary ducts ensure a great stability of the panel during the manufacture as well as in use. The cross-sectionally mainly rectangular structure which has these partitions as constituent parts does not like the known structure tend to upset and collapse, unless special stiffening members are used to absorb pressure at right angles to the outer wall. The panel can therefore be used as a roof surface in geographical areas where there is a risk of considerable snow loads. The good heat-insulating properties of the panel are of special advantage in such areas.
The outer shape and the appearance of the secondary duct correspond to the outer shape of that duct, the ioining duct, which is formed when two panels are assembled side by side. This constitutes an advantage from an architectural point of view.
In a suitable embodiment of the panel according to the invention, the secondary duct is divided into at least three subducts by walls mainly parallel to, and having substantially the same thickness as the outer ~SZ7~'7 walls. These intermediate walls are suitably disposed in the vicinity of the plane of the outer walls, so as to form a couple of smaller, mainly rectangular subducts along the outer and the inner surfaces, separated by a larger, oblong, rectangular duct. This design prevents the secondary duct from acting as a heat sink, and provides an additional strengthening of the structure, the box-shaped profiles making the panel still more resistant against a collapse of the wall of the secondary ducts due to a load on, for instance, the outer side of a roof surface.
When the panel is to be used in a self-supporting roof structure, its design shows a curvature in the longitudinal direction, and it is supported only at its two extremities. In order to reinforce such self-supporting structures against pressure loads, metal bands may, in a manner known per se, be inserted as reinforcing members in the joining ducts instead of the usual locking wedges. In the new panel structure, corresponding reinforcements can be dispensed with in the secondary ducts, as their stiffness is in itself sufficient.
It has, however, turned out that self-supporting roof structures can be subjected to uplift forces on account of wind loads on the under side, and therefore one has, for reasons of security, abstained from using the panels in some free-standing roof constructions.
With a view to avoiding this limitation in the use of the panel, at least one of the subducts is, according to the invention, dimensioned so as to allow the insertion of an anchor bar which is able to absorb the forces I originating from upwardly directed wind pressure. The ¦ anchor bars are, at their extremities, arranged to be secured to supports, preferably so that said bars can be under tensile stress.

t I

LS~,7~7 In a further embodiment according to the invention, thesecondary duct is divided into four subducts by means of three partition walls, one of which ~es on the same level as the intermediate wall of the main ducts, while the two others are spaced, respectively, from the nearest end wall of the secondary duct so as to form a subduct of cross-sectional dimensions sufficient to allow the insertion of a anchor bar in the duct. The provision of a third intermediate wall on the same level as the intermediate wall of the main ducts does not, in this construction, result in a substantial decrease in thermal loss due to a difference in temperature between the outer surface and inner surface of the panel, because two other intermediate walls are already provided. The presence of the central intermediate wall which, even in the case of cross loads, is only subjected to tensile stress and, therefore, can be thinner than the other walls, results in a substantial reinforcement of the structure, owing to an important reduction in the deformation of the side wall of the secondary duct due to pressure loads on the outer side of the panel.
One may find it natural to give each of the four subducts of the secondary duct a rectangular cross-section. It may, however, prove advantageous to giveonly the two outer suhducts a substantially rectangular cross section, while the two intermediate subducts are four-sided in cross section, have one common side on the same level as the intermediate wall of the main duct and have each one side parallel thereto and in common with the two outer subducts, the two other opposite sides forming an acute angle with each other.
Thereby is achieved a greater resistance to torsions and skew loads.

~ ~5;~:717 The invention relates furthermore to a self-supporting roof structure composed of panels each consisting of at least two, preferably three hollow profile elements of thermoplastics material extruded in one piece, said panels being along their sides provided with assembling members in engagement with each other to form a loc~ing duct and interlocked by means of locking members inserted in the locking ducts. Each of the hollow profile elements of the panels composing this structure has convex outer surfaces which, together with two mainly parallel lateral surfaces, form a main duct of substantially rectangular cross-section, which main duct is, by means of an intermediate wall extend-ing in the longitudinal direction, divided into two parallel ducts, the said lateral surfaces together with corresponding lateral surfaces of an adjacent profile forming secondary ducts which, by means of at least two intermediate walls extending mainly parallel to the outer surfaces, are divided into subducts of substanti-ally rectangular cross-section. This roof structure presents a number of advantages which make it suitable for various purposes. Said structure is light, solid and heat insulating, and it is labour-saving as far as transport to the building site as well as panel assembling are concerned. One achieves a simplification already when using panels having two main ducts and an intermediate secondary duct, but the assembling operations are, of course, reduced in proportion to the increase in the number of main ducts composing the paneL
Although it is possible to use panels having more main ducts, a panel having three is, however, preferred when the dimensions used are the usual ones, where each main duct is about 8 x 5 cm, because such a panel is easier to handle.
In the following, the invention will be explained 527~7 in greater detail with reference to the accompanying schematic drawing in which Fig. 1 shows a prespective view of part of an embodiment of a panel having three main ducts, Fig. 2 shows an altered embodiment of a panel according to the invention seen from the end, Fig. 3 is a side view of part of a panel according to the invention, with mounting members for securing the panel to a support, and Fig. 4 is a side view of part of a panel according to the invention, with anchor bars for absorb-ing wind loads on the under side of a roof surface.
The panel of the invention as shown in Fig. 1 is manufactured in one piece by extrusion and is made of plastics material, preferably polycarbonate. The thermoplactics material may be translucent. The panel may be used for building walls, but it is especially dimensioned for roof surfaces intended to be self-supporting, so that the panel only requires support at its extremities.
The panel is hollow and may be provided with two or more main ducts generally numbered 1, 2 and 3 but designated in Fig. 1 as la, lb; 2a, 2b; 3a, 3b, since each of the main ducts is divided into two channels by means of an intermediate wall 4, 5 and 6, respectively.
Each of the main ducts 1, 2 and 3 is bounded by outer walls 7, 8 and 9, respectively, inner walls 10, 11 and 12, respec~ively, and lateral walls 13, 14; 15, 16; and ~17, 18, respectively. The side wall 13 is provided at the top and the bottom with corresponding coupling means 19 and 20 of conventional type. The lateral wall 18 is provided with corresponding coupling parts 21 and 22. When assembling two adjacent panels, a part 21 of one of the panels will engage with a corresponding part 19 on the other panel, while a part 20 will engage with .

SZ~17 a corresponding part 22, so as to form an assembly which can be designated as an assembling duct and is adapted to accommodate wedges or bands 38, the panels being ihereby locked steadily together to form a surface, e.g. a roof surface.
The lateral walls 14 and 15 form, like the lateral walls 16 and 17, the walls of a secondary duct providing a separation between the main ducts 1, 2 and 2, 3, respectively. Each of the secondary ducts is divided into four subducts of mainly rectangular cross-section 23, 24, 25 and 26, respectively.
The subducts 23 and 26 are externally bound by walls having the same shape as the coupling members 20 and 21~ This design has mainly been chosen for architectural reasons and may be departed from, if this should prove suitable. The subducts 23 and 26 are, furthermore, bound by intermediate walls 27 and 28, respectively. As it will appear from the figure, these subducts have a mainly rectangular cross-section.
However, an enlargment is provided which is sufficient to allow the insertion of an anchor bar 29 so dimensioned as to be able to neutralize the forces arising from the wind load on the under side of a self-supporting roof surface. The number of required anchor bars depends upon the wind load in each individual case. Fig. 4 shows how the anchor bar 29 by means of a nut 30 abutting against an angle profile 31 can be set under tensile stress. The angle profile 31 is secured to a support 32, and between the angle profile and the panels forming the roof surface a profiled sealing strip 33 is inserted. The external, lower part of the panel has been cut away so as to provide a projecting part 34 preventing rain water from reaching the angle profile.
The panel is shown as plane in Fig. 4 but when , , S~7 intended for use in a self-supporting structure, it will be arcuate, so that it only requires support at each extremity, for instance as shown in Fig. 4.
The anchoring proper of the roof surface composed of the panels appears from Fig. 3 showing the right end of a roof surface, the left end of which is shown in Fig. 4. In Fig. 3, 35 is an angle profile corresponding to the angle profile 31 of Fig. 4. An anchor member 36 having substantially the shape of a closed U is connected with the angle profile by means of a screw 36a fastened in a threaded hole in the anchor member 36. Along the angle profile 35 provision is made of a suitable number of anchor members 36, and through all of them is carried a tube 37, preferably of aluminium, passing through holes in the lateral walls of the panel. In cases where, as shown in Fig. 1, provision is made of a combined strengthening and locking member 38, said member is also provided with holes 40 in both ends for the tube 37. The under side of the panel rests on the angle leg of the angle profile secured to the support. As the roof surface is self-supporting and is only supported at each extremity, no special measures are necessary in order to counteract extensions and contractions due to temperature variations.
In the embodiment of Fig. 1, the lateral walls of the secondary ducts are parallel. It may, however, be advantageous to choose other designs, one of which is shown in Fig. 2. In this latter embodiment, two parts 30 14a and 14b of the lateral wall 14 form a small angle with the other parts of the lateral wall 14. The lateral wall 17 is provided with similar parts 17a and 17b. The lateral walls 15 and 16 may be designed in the same or a similar manner.
A structure of this type is adapted to absorb .

~152~17 torsional forces resulting from irregular loads which may occur if the snow accumulates at different places on the roof surface.
The box profiles constituting the secondary ducts give a great compressive strength and the intermediate wall flush with the intermediate walls 4, 5 and 6 of the main ducts prevents an outward bending of the vertical lateral walls of the secondary ducts. The distance between the secondary ducts is chosen so that it will be natural, when walking on the roof, to step only on the projecting, less yielding walls of the secondary ducts. The wall thickness will normally be uniform throughout the profile and be chosen in view of the nature of the material and of the desired strength of the product. The continuous intermediate wall 4, 5 and 6 extending through the main ducts and the secondary ducts may, however, be substantially thinner, e.g.
less than half the wall thickness of the rest of the panel, which saves a non negligible amount of material.
In the eJnbodiments shown, the continuous intermediate wall is placed in the middle of the panel, which results in no difference in the properties of the panel, whether it is subjected to pressure loads on one of the two outer walls or the other. In a plane condition, it is therefore of no consequence whether the panel is turned one way or the other.
In a suitable construction of the panel, one lateral wall of each secondary duct is plane and vertical, when the panel is mounted as part of a roof surface, so that these lateral walls in particular absorb the vertical pressure forces, while the opposite, non plane lateral walls which are kept in place by the intermediate walls are particularly active when skew loads and torsional forces occur.
As it will appear from Fig. 2, the intermediate '' :

~ ~5273L7 wall 27 is nearer the horizontal central plane of the profile passing through the intermediate walls 4, 5 and 6 than the outer walls 7 and 8. This results in the oblique lateral walls 14a of the secondary duct absorbing a greater part of the tension occurring in the intermediate wall 4, when the outer wall 7 is subjected to a downwardly directed pressure.
Owing to the structure of the secondary ducts, it is not necessary to insert reinforcing bars in these ducts, which is both material- and labour-saving.
Building structures made of the panels according to the invention are therefore cheaper and better than the known structures, whether these are composed of profile elements having only one main duct or panels having three main ducts.
For the sake of clarity, Fig. 1 shows only a hole 40 in the locking member 38 but not corresponding openings made in the lateral walls 13, 14, 15, 16, 17 and 18 of the panel. Further, the intermediate walls are shown before they have been cut to give space for the continuous tubular anchoring member 36, shown in Fig. 3, and a closing member (not shown) inserted at the extremity of each main duct with a view to preventing free passage of air and penetratlon of impurities.
Fig. 3 illustrates the anchoring of the panels at one extremity by means of the anchoring members 35, 36, 36a and 37. A corresponding anchoring is provided for absorbing pressure loads at the other extremity.
Likewise, Fig. 4 shows one end of the special anchoring 29, 30 intended for absorbing upwardly directed forces occur~ing as tractive forces. The anchor bar 29 is secured correspondingly at the other extremity~

Claims (13)

THE EMBODIMENTS OF THE INVENTION IN WHICH AN EXCLUSIVE PROPERTY OR
PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. An extruded panel for self-supporting roof structures having external and internal convex surfaces defining profile elements, said elements having at least two longitudinal main ducts having intermediary walls, said main ducts being separated by a secondary duct and coupling members making it possible to assemble the profile elements side by side to form a continuous surface requiring only support along two opposite ends, wherein each secondary duct is divided into at least two subducts by at least one partition wall which lies on the same level as said intermediary walls in the main ducts situated approximately halfway between the external and internal convex outer surfaces.
2. A panel as claimed in claim 1, wherein at least one of the subducts of the secondary duct is dimensioned so as to accommodate an anchor bar.
3. A panel as claimed in claim 1 or 2, wherein the secondary duct is divided into four subducts by means of three partition walls two of which are spaced, respectively, from the nearest end wall of the secondary duct so as to form each of them a subduct of cross-sectional dimensions sufficient to allow the insertion of an anchor bar.
4. A panel as claimed in claim 1, where the secondary duct is divided into four subducts disposed in series in the direction at right angles to the outer walls of the panel, wherein the two outer subducts are substantially rectangular in cross-section, while the two intermediate subducts are four-sided in cross-section, have one common side on the same level as the intermediate wall of the main duct and have each one side parallel thereto and in common with the two outer subducts, the two other opposite sides making an acute angle with each other.
5. A panel as claimed in claim 2, where the secondary duct is divided into four subducts disposed in series in the direction at right angles to the outer walls of the panel, wherein the two outer subducts are substantially rectangular in cross-section, while the two intermediate subducts are four-sided in cross-section, have one common side on the same level as the intermediate wall of the main duct and have each one side parallel thereto and in common with the two outer subducts, the two other opposite sides making an acute angle with each other.
6. A panel as claimed in claim 4 or 5, wherein one of the two opposite sides forming an acute angle with each other is approximately at right angles to the intermediate wall.
7. A panel as claimed in claim 4 or 5, wherein the profile element comprises three main ducts lying side by side and two intermediate secondary ducts whose side surfaces forming part of the central element are substantially plane.
8. A panel as claimed in claim 1, 2 or 4, wherein said panel is arcuate in the longitudinal direction.
9. A panel as claimed in claim 1, wherein the thickness of the intermediate wall of the main ducts and the corresponding wall of the secondary duct is substantially less than the thickness of the other walls of the panel.
10. A self-supporting roof structure composed of panels as claimed in any one of claims l, 2 or 4, made of a material selected from the group consisting of plastics, translucent plastics and polycarbonate.
11. A self-supporting roof structure composed of panels as claimed in any one of claims l, 2 or 4, wherein the panels are arcuate in their longitudinal direction and are at each extremity secured to a support by means of a bar, passing through openings in the lateral walls of the panel, said panels being pressed against support by means of adjustable anchoring members.
12. A self-supporting roof structure composed of panels as claimed in any one of claims 1, 2 or 4, wherein at least one of the subducts is dimensioned so as to accommodate an anchor bar which at its ends is secured to a support.
13. A self-supporting roof structure composed of panels as claimed in any one of claims l, 2 or 4, wherein the secondary ducts are divided into four subducts, of which the two outer ones are mainly rectangular in cross-section, while the two intermediate have each three sides approximately at right angles to each other in cross-section, whereas the fourth forms a small angle with the opposite side so that the side common to the two subducts and on the same level as the intermediate wall of the main duct is longer than the opposite side.
CA000382816A 1981-07-29 1981-07-29 Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels Expired CA1152717A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CA000382816A CA1152717A (en) 1981-07-29 1981-07-29 Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA000382816A CA1152717A (en) 1981-07-29 1981-07-29 Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels

Publications (1)

Publication Number Publication Date
CA1152717A true CA1152717A (en) 1983-08-30

Family

ID=4120562

Family Applications (1)

Application Number Title Priority Date Filing Date
CA000382816A Expired CA1152717A (en) 1981-07-29 1981-07-29 Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels

Country Status (1)

Country Link
CA (1) CA1152717A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704626A (en) * 2012-06-12 2012-10-03 广西南南铝箔有限责任公司 Roof sunlight plate and mounting method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704626A (en) * 2012-06-12 2012-10-03 广西南南铝箔有限责任公司 Roof sunlight plate and mounting method

Similar Documents

Publication Publication Date Title
US4441291A (en) Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels
US6826885B2 (en) System for reinforcing extruded beams
CA1155309A (en) Culvert structure having corrugated ribbing support
US3127960A (en) Panel systems
US4773192A (en) Building structures
KR101156202B1 (en) Buckling-stiffening structure for box-shaped sectional type thin-plate member
US3234700A (en) Building panel
US7383665B2 (en) Header arrangement
CA2583898C (en) Building panel and building structure
US5806268A (en) Building skeleton of profiled bars
US6189285B1 (en) Pultruded FRP structural assembly for water cooling towers
US3427767A (en) Building structure
US4685829A (en) Modular construction system for a covered structure
US3059734A (en) Prefabricated building structure
US4106245A (en) Frameless metal building
US3128852A (en) Prefabricated building wall construction
US3818671A (en) Frame structure
KR870001888B1 (en) Prefabricated construction
US4221087A (en) Frameless metal building
CA1152717A (en) Panel, in particular for self-supporting roof structures and self-supporting roof structures assembled of such panels
KR102157069B1 (en) Composite curtain wall system
US4432184A (en) Support for the construction of buildings
EP0605815A2 (en) Construction element for the heat insulation of buildings
US4471585A (en) Domed support framework
AU571527B2 (en) Modular construction unit

Legal Events

Date Code Title Description
MKEX Expiry