US20100170194A1

US20100170194A1 - Girders for reinforcing concrete and method for connecting them to pillars in order to provide continuity from bay to bay

Info

Publication number: US20100170194A1
Application number: US12/669,741
Authority: US
Inventors: Ubaldo LEONE
Original assignee: Individual
Current assignee: Individual
Priority date: 2007-07-19
Filing date: 2008-06-19
Publication date: 2010-07-08
Also published as: WO2009010366A1; BRPI0814421A2; EP2181224A1; ITMI20071455A1

Abstract

A girder for reinforcing structural members made of reinforced concrete is provided. The girder includes at least one truss and is provided with at least one lateral protrusion in reference to its ends. A method for connecting two girders being substantially arranged along the same direction, to a reinforced concrete pillar is also described, wherein at least one short reinforcing member is arranged aside the girders in reference to the pillar.

Description

The present invention relates to girders for the manufacturing of structures for constructions and for reinforcing substantially horizontal structural members made of reinforced concrete and to a method for connecting these structural members to pillars. In particular the invention relates to a girder comprising prefabricated trusses and provided with lateral protrusions suitable for supporting short members for reinforcing the connecting knot between girders and pillar as well as for connecting the girders of adjacent bays in a continuous way.
Metal girders made up of prefabricated trusses welded on a metal plate for the manufacturing of reinforced concrete constructions are already known. These girders are identified by the REP® mark, which has been registered in the applicant's name. These girders allow to reinforce substantially horizontal structural members made of reinforced concrete, thus reducing the cost resulting from provisional reinforcing operations, as well as the amount of iron and concrete needed for manufacturing these structural members. Moreover, the placement of the above-mentioned girders does not require skilled labour for manually manufacturing the reinforcing structure on the building site.
The girders are usually supported by reinforced concrete pillars in order to manufacture the supporting structure of a construction. The connecting knot between girders and pillars must be strong and in particular the structural continuity between the girders of adjacent bays supported by these pillars must be ensured.
Italian patent 1248021 in the applicant's name describes girders whose truss is remarkably longer than the plate longitudinally fixed underneath it, which plate has a length equal to the clear span between the two pillars connected by the girder. In this way the truss may be inserted in the space between the substantially vertical members reinforcing the pillar, thus protruding beyond the pillar in order to go aside the truss of a subsequent girder. Similarly, the truss of the subsequent girder is longer than the plate underlying it so as to cross the substantially vertical members reinforcing the pillar in order to go over the plate of the first girder. In this way, once cast concrete the knot between the girders and the pillar is very strong from the static point of view. However, this solution has a drawback that it is difficult to insert the trusses of the girders between the reinforcing members of the pillars. Due to this problem in fact it happens that some workers in the building site must even cut some of the reinforcing members of the pillars in order to form a space in which the trusses of the girders are rested. It is obvious that in this way the structural continuity of the pillar is interrupted, although only partially, thus jeopardizing its static strength characteristics.
Short reinforcing members used for reinforcing the knots between girders and pillars are also known, such as for example the short reinforcing members described in Italian patent 1037265. Usually, known short reinforcing members have a specifically shaped geometry, are inserted between the members reinforcing the pillars and protrude beyond the pillars extending towards the inside of the girders to be connected. However, both placing and fixing of these short reinforcing members are laboring operations that require additional time. This results in further manufacturing costs, as well as in a remarkable extension of the manufacturing time. It should be noted that the knot is not provided with a mixed structure comprising prefabricated steel members and concrete, as these short reinforcing members are substantially non-prefabricated reinforcing members that must be subsequently connected to the reinforcing members of the pillar and/or reinforced with cages in a typical way in reinforced concrete constructions. At present the Italian standards tend to discourage the combined use of mixed structures and reinforced concrete structures in order to obtain better structural performances.
The above-mentioned known girders are generally comprised of trusses formed of bars having a constant cross-section. The cross-section of the bars is so sized that the girder can withstand the shearing forces proximate to its ends, i.e. proximate to the pillar on which the girder sits. Therefore, the cross-section of said bars is oversized in the centre portion of the girders, where smaller cross-sections would be enough to withstand the bending moment. Known girders thus have the disadvantage of using an excess of material and thereby of being heavier and more expensive than needed.
It is therefore an object of the present invention to provide a girder for reinforcing substantially horizontal structural members made of reinforced concrete, which is free from said disadvantages. Another object of the present invention is to provide a method for connecting girders of the above-mentioned type and pillars, with the help of suitable short reinforcing members. These objects are achieved with a girder comprising at least one prefabricated truss and provided with lateral protrusions at its ends, said protrusions being suitable for supporting short reinforcing members arranged aside and externally to the pillar, the short reinforcing members being intended to reinforce the connecting knot between girders and pillar and to provide continuity from bay to bay. The girders and the short reinforcing members may thus be placed very rapidly for the cast of concrete.
A first important advantage of the girder and the method according to the present invention is that the mutual connection between the girders and the connection between the girders and the pillars may be carried out in a very short time and in a cheaper way with respect to the prior art. By using the girder and the method according to the present invention in fact it is no more necessary to insert any truss into the reinforcing members of the pillars, since the portion of the truss protruding from the flat component of the girder is rapidly placed on the pillar and the short reinforcing members are arranged onto the lateral protrusions of the girder immediately after that, aside and externally to the reinforcing members of the pillar. The above-mentioned short reinforcing members may be e.g. portions of girders having a truss and not requiring the help of further supports in addition to the lateral protrusions of the girder according to the present invention.
A second significant advantage of the girder and the method according to the present invention is that the girder may be a “low-profile” girder and the method may be used for connecting said low-profile girders according to the present invention to pillars and consolidating them by using concrete much more rapidly when the short reinforcing members are preferably provided with an L-shaped profile suitable for containing the cast of concrete with no need for a suitable formwork.
Another important advantage of the girder and the method according to the present invention is that by arranging short reinforcing members aside the girders and the pillar, the number of members forming the reinforcing core of the girder is increased in correspondence and proximate to the pillar, where the shearing actions are higher. In this way it is possible to use girders with trusses formed of bars having a reduced cross-section, thus lightening the centre portions of the girders where reinforcing bars having a large cross-section are not necessary. Therefore a saving of material and a consequent cost reduction is achieved.

Further advantages and features of the girder and the method for its connection to girders of adjacent bays and pillars with the help of short reinforcing members according to the present invention will become clear to those skilled in the art from the following detailed description of some embodiments thereof with reference to the attached drawings, wherein:

FIG. 1 is a perspective view of a first embodiment of the girder according to the present invention;

FIG. 2 shows a second embodiment of the girder according to the present invention;

FIG. 3 shows a third embodiment of the girder according to the present invention;

FIG. 4 shows a fourth embodiment of the girder according to the present invention;

FIG. 5 shows two girders according to the present invention and a secondary girder that are mounted on a pillar with the help of two short reinforcing members;

FIG. 6 shows two girders according to the present invention that have a low-profile and are mounted on a pillar, only one short reinforcing member being shown; and

FIG. 7 shows two girders according to another embodiment of the present invention mounted on a pillar.

FIG. 1 shows one end of a girder 1 for reinforcing structural members made of reinforced concrete according to the invention. As shown in the figure, girder 1 comprises a truss 2. Truss 2 may be connected to an underlying flat component 3 being substantially parallel thereto. Flat component 3 shown in the figure is comprised of a horizontal steel sheet whose side edges 3 a, 3 b are usually parallel to each other. Flat component 3 is preferably larger than truss 2 so that the ends of horizontal structural members, such as e.g. the so-called “predalles” plates, may be placed onto its side edges 3 a, 3 b and transversely arranged between girders 1, that are spaced apart and substantially parallel to each other, in order to make slabs or other building surfaces. It should be noted that girder 1 may also be free from the above-described flat component 3.
In the preferred embodiment shown in FIG. 1, truss 2 is longer than flat component 3 in order to protrude beyond its end 3 c. The ends of truss 2 are provided with at least one horizontal profile 2 a arranged transversely to girder 1 in order to prevent the girder from overturning to a side and to improve the strength of the connection between the girder and a reinforced concrete pillar once the cast of concrete has been made and consolidated.
Truss 2 comprises a plurality of connecting bars 2 b, which connect at least one upper longitudinal bar 2 c to flat component 3 of girder 1 substantially parallel to each other. Moreover, truss 2 may comprise at least one lower longitudinal bar 2 d contacting flat component 3 of girder 1.
According to the invention girder 1 is provided with at least one lateral protrusion 4, 5. In the preferred embodiment shown in FIG. 1 lateral protrusions 4, 5 are comprised of one bar transversely fixed to girder 1 under upper longitudinal bars 2 c. These lateral protrusions 4, 5 are suitable for supporting short reinforcing members for connecting girders to pillars.
In an alternative embodiment shown in FIG. 2 lateral protrusions 4, 5 are formed of at least one bar fixed transversely to girder 1 underneath end 3 c of flat component 3 of girder 1. The bar must be longer than the width of flat component 3 in order to protrude from both its side edges 3 a, 3 b.
In a third embodiment shown in FIG. 3, lateral protrusions 4, 5 are flat horizontal fins, which are fixed coplanar to lateral edges 3 a, 3 b of flat component 3 at its end 3 c.
FIG. 4 shows a fourth embodiment of girder 1 according to the present invention. Girder 1 is provided with a least one intermediate longitudinal bar 2 e, which is arranged between upper longitudinal bars 2 c and lower longitudinal bars 2 d and is substantially parallel thereto. Intermediate longitudinal bars 2 e are provided with a horizontal profile 2 a that is arranged transversely to girder 1. The horizontal profile has an anti-overturning function and improves the strength of the connection between girder pillar once the cast of concrete has been carried out. Moreover, girder 1 shown in FIG. 4 is provided with a concave profile 6, having a concavity facing upwards, that is fixed under truss 2. Intermediate longitudinal bars 2 e are longer than concave profile 6 and their ends are suitable for being placed onto the pillars. On the contrary, lower longitudinal bars 2 d are not longer than concave profile 6 and are contained inside it. In this way girder 1 shown in FIG. 4 is suitable for being placed in a configuration that has a low-profile with respect to the height of the pillar, wherein lower longitudinal bars 2 d and concave profile 6 fixed thereto are arranged underneath the plane where the girder sits on the pillar. The ends 6 c of concave profile 6 suitable for being arranged in contact with the side wall of the pillar, so that the cast of concrete may be contained in the cavity of concave profile 6 itself with no need for formwork. Moreover, concave profile 6 may have such a height that its edges 6 a, 6 b are at the same level of the plane where the girder sits on the pillar and are suitable for supporting the ends of horizontal structural members, such as for example “predalles” plates.
FIG. 5 shows a reinforced concrete pillar 7 with two girders 1, 1′, substantially arranged in the same direction, for reinforcing structural members made of reinforced concrete according to the method of the present invention.
The method, intended to make a structure continuous from bay to bay, comprises the steps of:

- arranging the ends of two girders 1, 1′ onto the upper end of a pillar 7, from which substantially vertically reinforcing members 8 protrude,
- arranging at least one short reinforcing member 9, 10 along the direction of girders 1, 1′ in correspondence to pillar 7; and
- carrying out a cast of concrete.

In particular, in the method according to the invention short reinforcing members 9, 10 are arranged parallel to girders 1, 1′ externally to reinforcing members 8 of pillar 7. Reinforcing members 9, 10 may be supported by lateral protrusions 4, 5, 4′, 5′ that can be associated with the girders as described above.
It should be noted that this method allows to overcome the technical prejudice that in mixed structures, as well as in reinforced concrete structures, possible short reinforcing members are internally arranged among the reinforcing members 8 of the pillars. The applicant in fact has surprisingly found that it is possible to make a continuous optimal connection between the girders of a structure in correspondence to the pillars by means of short reinforcing members set aside, thus making girders that are larger than the pillars. Girders being larger than pillars do not jeopardize the structural performances of the structure at all. Moreover, it should be noted that the method according to the invention is compliant with the present Italian standard, since this provides that the girder may be larger than the pillar and protrude up to one third of its width on both sides of the pillar.
As shown in FIG. 5, lateral protrusions 4, 5, 4′, 5′ of two girders 1, 1′ arranged on a pillar 7 may support short reinforcing members 9, 10. Short reinforcing members 9, 10 shown in the figure are portions of girders formed of a truss hung to lateral protrusions 4, 5, 4′, 5′ of girders 1, 1′. As it may be noted in FIG. 5, it is possible to use short reinforcing members 9, 10 having such a height that, once hung to lateral protrusions 4, 5, 4′, 5′ of girders 1, 1′, they allow to place a secondary girder 11 onto pillar 7. In particular it is possible to insert the lower longitudinal bars of the secondary girder under short reinforcing members 9, 10.
The ends 3 c of possible flat members 3, 3′, underlying trusses 2, 2 ′ forming girders 1, 1′, preferably contact the lateral surface of pillar 7 in order to allow to carry out the cast of concrete without a formwork underlying the girders, thus preventing concrete from passing between flat components 3, 3′ and the pillar.
In FIG. 6 an alternative embodiment of the connecting method according to the present invention is shown. It should be noted that for the sake of clarity only two girders 1, 1′, one pillar 7 and a single short reinforcing member 10 are shown, whereas no secondary girder is shown. Girders 1, 1′ are of the low-profile type shown in FIG. 4 and sit on pillar 7, the concave profile 6 contacting the lateral surface of pillar 7 itself so that there is no need for any formwork for casting concrete. As shown in the figure, it is possible to hang short reinforcing members 10 to lateral protrusions 4, 5, 4′, 5′, the short reinforcing members being formed of a truss provided with a centre portion having a wide opening in order to allow to insert and place a secondary girder. Moreover, as shown in the figure, short reinforcing member 10 may be provided with a shaped concave profile 12 suitable for being arranged in contact with concave profiles 6, 6′ of girders 1, 1′ and with pillar 7 in order to contain the cast of concrete without the help of a formwork.
In FIG. 7 a further alternative embodiment of the connecting method according to the present invention is shown, by using girders 1, 1′ of the type shown in FIG. 3. In this case short reinforcing members 9, 10 may be externally arranged aside girders 1, 1′ and reinforcing members 8 of pillar 7, the short reinforcing members being placed on lateral protrusions 4, 5, 4′, 5′ formed of horizontal fins.
Still referring to FIGS. 5, 6 and 7 it should be noted that girders 1, 1′ of the invention do not disturb and are not encumbered by the thick reinforcing members 8 of a pillar 7, thus anyway allowing to make a solid connection between girders and pillar thanks to short reinforcing members 9, 10 supported by lateral protrusions 4, 5, 4′, 5′.
It should also be noted that although the so-called “predalles” plates are immediately placed onto girders 1, 1′, reinforcing members 9, 10 may be externally arranged aside girders 1, 1′ and pillar 7, thus being directly arranged on the “predalles” plates themselves without the help of lateral supporting protrusions 4, 5, 4′, 5′.
It is clear that the above described and illustrated embodiments of the girder and the method for connecting girders to pillars with the help of short reinforcing members according to the invention are only examples susceptible of numerous variations. In particular, the girder could be other than straight, e.g. arc-shaped, in order to form architectural vaults.

Claims

1.-15. (canceled)

16. A girder (1) for reinforcing structural members made of reinforced concrete, comprising a flat component (3) or a concave profile (6) to which a truss (2) is connected, the truss (2) comprising an upper longitudinal bar (2 c) and a plurality of connecting bars (2 b) connecting the longitudinal bar (2 c) to the flat component (3) or concave profile (6), wherein proximate to each end thereof, the girder (1) is provided with one or more lateral protrusions (4, 5) transversely arranged with respect thereto.

17. The girder (1) according to claim 16, wherein each of the lateral protrusions (4, 5) is formed of at least one bar transversely fixed to the girder (1).

18. The girder (1) according to claim 17, wherein said bar is fixed under the upper longitudinal bar (2 c) of the truss (2).

19. The girder (1) according to claim 17, wherein the truss (2) is fixed on the flat component (3) and said bar is fixed underneath the flat component (3).

20. The girder (1) according to claim 16, wherein the truss (2) is fixed on the flat component (3) and the lateral protrusions (4, 5) are in the form of flat horizontal fins laterally fixed at the ends (3 c) of the flat component (3) and coplanar thereto.

21. The girder (1) according to claim 16, wherein the truss (2) is longer than the flat component (3) or concave profile (6) and protrudes beyond the ends (3 c; 6 c) thereof.

22. The girder (1) according to claim 21, wherein the projecting ends of the truss (2) are provided with at least one horizontal profile (2 a) arranged transversely to the girder (1).

23. The girder (1) according to claim 16, wherein the truss (2) comprises at least one lower longitudinal bar (2 d) contacting the flat component (3) or concave profile (6).

24. The girder (1) according to claim 22, wherein the truss (2) comprises at least one lower longitudinal bar (2 d) contacting the flat component (3) or concave profile (6).

25. The girder (1) according to claim 24, wherein the at least one horizontal profile (2 a) is fixed at the ends of the lower longitudinal bars (2 d).

26. The girder (1) according to claim 24, wherein the truss (2) comprises at least one lower longitudinal bar (2 d) contacting the concave profile (6) and at least one intermediate longitudinal bar (2 e) arranged between the upper longitudinal bar (2 c) and the lower longitudinal bar (2 d) and substantially parallel thereto, the at least one horizontal profile (2 a) being fixed at the ends of the intermediate longitudinal bar (2 e).

27. A method for connecting two girders (1, 1′) and one pillar (7) for reinforcing structural elements made of reinforced concrete, said method comprising the steps of:

providing two girders (1, 1′) each comprising a flat component (3) or a concave profile (6) to which a truss (2) is connected, the truss (2) comprising an upper longitudinal bar (2 c) and a plurality of connecting bars (2 b) connecting the longitudinal bar (2 c) to the flat component (3) or concave profile (6), wherein proximate to each end thereof, the girder (1) is provided with one or more lateral protrusions (4, 5) transversely arranged with respect thereto;

placing one end of each of the two girders (1, 1′) onto the upper end of the pillar (7) from which reinforcing members (8) protrude;

arranging one or more connecting members (9, 10) in correspondence to the pillar (7) externally to the reinforcing members (8) of the pillar (7) and the girders (1, 1′), aside and substantially parallel to the girders (1, 1′); and

carrying out a cast of concrete, wherein the connecting members (9, 10) are supported by the lateral protrusions (4, 5, 4′, 5′) of the girders (1, 1′).

28. The method according to claim 27, wherein the connecting members (9, 10) are hung to the lateral protrusions (4, 5, 4′, 5′) of the girders (1, 1′).

29. The method according to claim 28, wherein the connecting members (9, 10) have such a height that, once they are hung to the lateral protrusions (4, 5, 4′, 5′) of the girders (1, 1′), they allow placement of a secondary girder (11), having lower longitudinal bars, onto the pillar (7) transversely thereto by inserting said lower longitudinal bars under the connecting members (9, 10).

30. The method according to claim 27, wherein the connecting members (9, 10) are comprised of a truss provided with a centre portion having a wide opening for allowing insertion and placement of a secondary girder onto the pillar (7) transversely thereto.

31. The method according to claim 28, wherein the connecting members (9, 10) are comprised of a truss provided with a centre portion having a wide opening for allowing insertion and placement of a secondary girder onto the pillar (7) transversely thereto.

32. The method according to claim 29, wherein the connecting members (9, 10) are comprised of a truss provided with a centre portion having a wide opening for allowing insertion and placement of a secondary girder onto the pillar (7) transversely thereto.

33. The method according to claim 27, wherein the connecting members (9, 10) are provided with a shaped concave profile (12) suitable for being arranged in contact with the concave profiles (6, 6′) of the girders (1, 1′) and the pillar (7) in order to contain the cast of concrete without the help of a formwork.

34. The method according to claim 28, wherein the connecting members (9, 10) are provided with a shaped concave profile (12) suitable for being arranged in contact with the concave profiles (6, 6′) of the girders (1, 1′) and the pillar (7) in order to contain the cast of concrete without the help of a formwork.

35. The method according to claim 29, wherein the connecting members (9, 10) are provided with a shaped concave profile (12) suitable for being arranged in contact with the concave profiles (6, 6′) of the girders (1, 1′) and the pillar (7) in order to contain the cast of concrete without the help of a formwork.