GB2034387A

GB2034387A - Steel support for formwork panels

Info

Publication number: GB2034387A
Application number: GB7843828A
Authority: GB
Original assignee: Individual
Current assignee: Individual
Priority date: 1978-11-09
Filing date: 1978-11-09
Publication date: 1980-06-04
Also published as: GB2034387B

Abstract

A formwork panel 28 is supported in a rebate of a hollow steel support such that the forming face 27 is flush with a face 26 of the support and the sides 33, 12 of the rebate make an angle of less than 90 DEG . The side 33 includes a portion 31 at right angles to the face 26. The outer surface of the face 26 and of the butt-welded joint 19 are machined flat. <IMAGE>

Description

SPECIFICATION Steel section for formwork panels The invention relates to a steel section for the framing and stiffening of formwork panels which serve for the shuttering of concrete masses, having a protuberance which rests on the outer circumferential surface of the formwork panel with a first, short flange which forms a continuation of the protuberance and rests on the marginal zone of the inner side of the formwork panel, with a second, long flange which forms a continuation of the first flange, stands perpendicular to the formwork panel and has a shallow, V-shaped indentation pointing towards the internal space of the steel section, with a third, short flange which forms a continuation of the second flange and extends outwards lying parallel to the formwork panel and with a third flange which forms a continuation of the second flange and extends in the direction towards the protuberance.

Such a section has become known from Austrian Patent No. 322,186. In this case a wooden bar is pushed laterally into the open section to prevent concrete from flowing into the open cavity of the steel section. This steel section has the following disadvantages: 1. It has appeared in practice that the wooden bar swells due to moisture. The wooden bar is also slowly frayed under stress in practical work. Since two steel sections are always pressed against one another in use, then the flat pressing surface is lacking.

2. It is very difficult to introduce the wooden bar into the steel section.

3. The wooden bar must have a quite specific cross-sectional form.

4. If the wooden bar is not held by the third flange it must be held by additional screws which exert an initial stress upon the steel section, require passage holes and form obstacles.

5. In relation to its length, the third flange contributes little to the rigidity of the steel section.

6. If after some time the wooden bar lacks a part of the volume, then the wedge of the bracing device must be driven in substantially more than was originally intended. Then the originally intended abutment conditions for the wedge surfaces change.

7. The corner zone between the protuberance and the first flange is right-angled. Correspondingly the external circumferential surfaces of the formwork panel must also be trimmed to right angles. Otherwise it is not possible to turn the formwork panel round and arrange the outer surface, which is worn after some time, inwards and the as yet unworn, originally inner surface now outwards.

8. On the finished concrete wall a burr is always distinguishable corresponding to the double thickness of the protuberance.

The present invention may provide a steel section of the initially stated kind with which all the above mentioned disadvantages are cheaply and durably avoided, without the need to rethink the already existing system.

In accordance with the invention there are provided the following features: (a) The third flange consists of two partflanges which are butt-welded to one another at their end faces by a continuous seam.

(b) The part of the seam protruding beyond the outer surface of the third flange is removed by machining so as to be flush.

(c) The third flange continues to the protuberance.

(d) The protuberance comprises three walls of which the first forms the direct, straight continuation of the fourth flange, the second wall stands perpendicular to the first and is substantially shorter than it, extends parallel with the plane of the formwork panel and forms the continuation of the first wall, and the third wall is bent back to the first wall at an actue angle.

(e) The corner zone between the first flange and the third wall includes an angle smaller than 90 .

The burrs are further diminished by the features of Claim 2.

The same applies to the object of Claim 3.

A high accuracy of dimensions is obtained cheaply by the features of Claim 4.

Due to the features of Claim 5 one obtains optimum protection of the outer edges of the formwork panel, a higher inertia moment of the protuberance and thus higher rigidity and minimising of the visible impressions upon the concrete.

Other steel sections for the stiffening and framing of formwork panels have become known from French Patent Specifications Nos.

484,403, 1,334,431 and British Patent Specifications No. 669,171, 783,774, 1,006,360 and 1,038,572.

The invention will now be described with reference to the single Figure. It shows a cross-section through a steel section and the adjoining marginal zone of a formwork panel, on the scale 2:1.

The steel section has a protuberance 11, a first flange 12, a second flange 13, a third flange 14 and a fourth flange 1 6. The third flange 1 4 consists of a part-flange 1 7 and a part-flange 1 8. Their end faces abut on one another and are connected with one another by an autogenous weld seam, exactly in the middle. Of this seam only the bead 21 remains on the inside, while the outer bead, originally likewise present, has been removed by machining at red heat immediately after the welding, so that the outer surface 22 of the third flange 14 forms a plane.

The fourth flange 1 6 continues to the protuberance 11 and merges directly into its first wall 23. The first wall 23 is followed, with a bend to the right at right angles, by the second wall 24, which possesses a plane outer surface 26. The outer surface 26 is aligned with an outer surface 27 of a formwork panel 28. The outer surface 26 merges with sharp edge with a radius hardly reproducible in drawing into the outer surface of the third wall 21. The second wall 24 is followed by a third wall 29. This is bent back with an angle of about 10 on to the first wall 23.

The third wall 29 in a zone 31 extends approximately parallel with the wall 23 and thus perpendicularly to the outer surface 27 and parallel to the edge 32 of the formwork panel 28. After the zone 31 there is provided a zone 33 which is also substantially straight.

The third wall 29 merges with an angle of around 70 into the first flange 1 2. On account of the forces occurring in rolling the first flange 1 2 is somewhat crooked, but this is of no importance since the inner surface 34 of the formwork panel 28 is seated only on the outer, upper knee zone 36 which is formed by the first flange 1 2 and the second flange 1 3. The vertical distance between the knee zone 36 and the outer surface 26 is equal to the thickness of the formwork panel 24. The edge 32 rests only against the outer surface of the very short zone 31. The occurring L-shaped wedge gap 37 permits of working with realisable tolerances.In practice it also permits of easily turning the formwork panel 28 around so that its inner surface 34 becomes the outer surface.

Between the second wall 24 and the third wall 29 one could per se likewise provide a knee zone, which naturally would be bent substantially more than the knee zone 36.

With the configuration as shown however success is achieved on the one hand in achieving sharply drawn section lines and on the other in not overextending the steel material, and one can make sensible demands of the roll sets of the bending machines which bend over the originally flat coil material.

The V-shaped shallow indentation 38 in the second flange 1 3 serves in the usual way for the engagement of clamping tools with which two adjacent steel sections are drawn against one another in the usual way.

Since the weld seam was placed at the point illustrated it needs to withstand little in operation. As the part-flanges 1 7, 1 8 are of equal length a good welding result is also achieved. Since the weld seam is placed at the point illustrated the outer surface 22 can be made flat at favourable cost by utilising the heating of the steel material which occurs due to the welding, and machining the surface while still at red heat. The outer surface 26 is so placed and so short that it can also be made flat by a roller of the roll sets.

Regarding precise dimensions express reference is made to the scale drawing.

Claims

1. Steel section for the framing and stiffening of formwork panels which serve for the shuttering of concrete masses, having a protuberance which rests on the outer circumferential surface of the formwork panel, with a first, short flange which forms a continuation of the protuberance and rests against the marginal zone of the inner side of the formwork panel, with a second, long flange which forms a continuation of the first flange, stands perpendicularly of the formwork panel and has a shallow, V-shaped indentation pointing towards the internal space of the steel section, with a third, short flange which forms a continuation of the second flange and extends outwards lying parallel to the formwork panel, and with a third flange which forms a continuation of the second flange and extends in the direction towards the protuberance, characterised by the following features:: (a) The third flange (14) consists of two part-flanges (17, 18) which are butt-welded to one another at their end faces by a continuous seam (21).

(b) The part of the seam (21) protruding beyond the outer surface of the third flange (14) is removed by machining so as to be flush.

(c) The third flange (16) continues to the protuberance (11).

(d) The protuberance (11) comprises three walls (23, 24, 29) of which the first wall (23) forms the direct, straight continuation of the fourth flange (16), the second wall (26) stands perpendicular to the first and is substantially shorter than it, extends parallel with the plane of the formwork panel and forms the continuation of the first wall (23) and the third wall (29) is bent back to the first wall (23) at an acute angle.

(e) The corner zone between the first flange (12) and the third wall (29) includes an angle smaller than 90".

2. Steel section according to Claim 1, characterised in that the outer surface (26) of the second wall (24) is flat and merges with very small radii into the outer surface of the first wall (23) and of the third wall (29).

3. Steel section according to Claim 2, characterised in that the third wall (29) in its zone (31) adjoining its outer radius extends parallel approximately with the first wall (23).

4. Steel section according to Claim 2, characterised in that the outer surface (26) of the second wall (24) is machined by swarf removal.

5. Steel section according to Claim 1, characterised in that the effective height of the protuberance (11) is equal to the thickness of the formwork panel (28).

6. A steel section, substantially as de scribed herein with reference to and as illustrated by the accompanying drawing.

7. A steel section as claimed in Claim 1, substantially as hereinbefore described.