STEEL BEAM

Abstract

A steel beam comprising a frame formed by a first web part, a second web part, a base plate and a horizontal top part. The first and second web part are arranged side by side at a distance from each other, and joined at a first end of the first web part and the second web part by the horizontal top part. The first and second web part are joined at a second end of the first web part and second web part by the base plate. The base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete. The steel beam further comprises a hollow member arranged inside the space sealed to prevent concrete entering. The hollow member is attached to the frame for preventing movement in relation to the frame.

Claims

1-8. (canceled)

9. A steel beam that is arranged to serve together with concrete as a bearing composite structure for various slab systems, wherein the steel beam comprises a frame formed by a first web part, a second web part, a base plate and a horizontal top part, the first web part and the second web part are arranged side by side at a distance from each other, the first web part and the second web part are joined at a first end of the first web part and a first end of the second web part by means of the horizontal top part, the first web part and the second web part are joined at a second end of the first web part and a second end of the second web part by means of the base plate, the base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete, wherein the steel beam further comprises a hollow member arranged inside the space, the hollow member is sealed so that penetration of concrete into the hollow member is prevented when the steel beam is filled with concrete, the hollow member is attached to the frame for preventing movement of the hollow member in relation to the frame, wherein the cross section of the frame forms a quadrangular shape and the hollow member is attached to each corner of the quadrangular shape using connecting pieces, one end of each being attached to the hollow member and another end of each being attached to the respective corner of the quadrangular shape.

10. A steel beam according to claim 9, wherein the first web part and/or the second web part comprises openings.

11. A steel beam according to claim 9, wherein the steel beam comprises reinforcement bars arranged inside the space.

12. A steel beam according to claim 11, wherein the reinforcement bars are arranged closer to the base plate than to the horizontal top plate.

13. A steel beam according to claim 9, wherein the first web part and/or the second web part is arranged to form an angle with the base plate, wherein the angle differs from 90.

14. A steel beam according to claim 9, wherein the hollow member comprises a tube.

15. A steel beam according to claim 9, wherein the steel beam comprises an imaginary axis, that is parallel with the steel beam and arranged at half way between the base plate and the horizontal top part, and the hollow member is arranged parallel with the imaginary axis and the hollow member is arranged to enclose the imaginary axis.

16. A steel beam according to claim 9, wherein the hollow member is made of structural steel.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0009] In the following the disclosure will be described in greater detail by means of preferred embodiments with reference to the accompanying drawings, in which

[0010] FIG. 1 illustrates a section of a steel beam according to an embodiment of the disclosure.

DETAILED DESCRIPTION OF THE DISCLOSURE

[0011] The disclosure relates to a steel beam 1 that is arranged to serve together with concrete as a bearing composite structure for various slab systems.

[0012] The steel beam 1 comprises a frame 10 formed by a first web part 11, a second web part 12, a base plate 13 and a horizontal top part 14. The first web part 11 and the second web part 12 are arranged side by side at a distance from each other and longitudinally parallel, i.e. parallel in relation to their length.

[0013] The first web part 11 and the second web part 12 are joined at a first end 111 of the first web part 11 and a first end 121 of the second web part 12 by means of the horizontal top part 14. The first web part 11 and the second web part 12 are joined at a second end 112 of the first web part 11 and a second end 122 of the second web part 12 by means of the base plate 13.

[0014] The base plate 13, the first web part 11, the second web part 12 and the horizontal top part 14 are arranged to form a space 15 that can be filled with concrete. When the space 15 is filled with concrete, the composite structure is obtained. The steel beam 1 comprises a hollow member 16 arranged inside the space 15. Optionally the steel beam 1 comprises a plurality of hollow members 16 arranged along the length of the steel beam 1 inside the space 15. The hollow member 16 is sealed so that penetration of concrete into the hollow member 16 is prevented when the steel beam 1 is filled with concrete. Preferably the hollow member 16 is empty, i.e. an inner space of the hollow member 16 comprises mostly air. The hollow member 16 can also be filled at least partly with a foam or other material having a density lower than concrete.

[0015] The hollow member 16 is attached to the frame 10 for preventing movement of the hollow member 16 in relation to the frame 10. Without the attachment the hollow member 16 could move for example because of the uplift caused by the fresh concrete when casting. According to an embodiment the cross section of the frame 10 forms a quadrangular shape and the hollow member 16 is attached to each corner of the quadrangular shape using connecting pieces 19, one end of each being attached to the hollow member 16 and another end of each being attached to the respective corner of the quadrangular shape. According to another embodiment the hollow member 16 is attached to the frame by a metal sheet having one edge attached to one of the base plate 13, first web part 11, second web part 12 and horizontal top plate 14, and an opposite edge attached to the hollow member 16.

[0016] According to an embodiment the first web part 11 and/or the second web part 12 comprises openings 17 for filling the space 15 with concrete through the openings 17.

[0017] According to an embodiment the steel beam 1 comprises reinforcement bars 18 arranged inside the space 15. Preferably the reinforcement bars 18 are arranged closer to the base plate 13 than to the horizontal top plate. For example the reinforcement bars 18 are arranged between the base plate 13 and the hollow member 16.

[0018] According to an embodiment the first web part 11 and/or the second web part 12 is arranged to form an angle with the base plate 13, wherein the angle differs from 90. In other words the first web part 11 and/or the second web part 12 is in a manner known per se made slanted relative to the base plate 13.

[0019] The shell of the hollow member must be able to withstand the hydrostatic pressure caused by the fresh concrete and the reaction forces from the connection elements. According to an embodiment the hollow member 16 comprises a tube. Preferably the tube is capped at each end of the tube. For example the tube is a round tube or a square tube.

[0020] According to an embodiment the steel beam 1 comprises an imaginary axis, that is parallel with the steel beam 1 and arranged at half way between the base plate 13 and the horizontal top part 14, and the hollow member 16 is arranged parallel with the imaginary axis and the hollow member 16 is arranged to enclose the imaginary axis.

[0021] According to an embodiment the hollow member 16 is made of structural steel. Then the hollow member 16 can be taken into account as a reinforcement of the beam. Thus the loss in strength of the composite structure caused by the missing concrete replaced by the hollow member 16 is at least partly compensated by the strength of the hollow member 16. If the hollow member is strong enough, it is possible to reduce the thickness of the base plate 13 and/or the horizontal top part 14 and/or reduce the number of the reinforcement bars 18.