RIB FOR SUPPORTING AND CONSOLIDATING AN EXCAVATION AND METHOD FOR INSTALLING A STRUCTURE TO SUPPORT AND CONSOLIDATE AN EXCAVATION

Abstract

A rib for supporting and consolidating an excavation comprises at least a first structural element (5A) and at least one connection element (10) for connecting the said structural element (5A) of the said rib to a corresponding connection element (10) of an adjacent rib (1), the said connection element (10) being capable of engaging through translatory motion with the said corresponding connection element (10) of the adjacent rib.

Claims

1. A rib for supporting and consolidating an excavation, comprising at least a first structural element and at least one connection element for connecting the said structural element of the said rib to a corresponding connection element of an adjacent rib, wherein the said connection element is capable of engaging and connecting through translatory motion with the said corresponding connection element of the adjacent rib so as to make the connection of the said ribs.

2. The rib according to claim 1, wherein the said connection element has an elongated form, in particular essentially cylindrical, extending in a direction essentially perpendicular to the plane of development of the rib.

3. The rib according to claim 1, wherein the said connection element comprises at least a first insertion portion and at least a second locking portion, the said first insertion portion being insertable by translatory motion into the locking portion of a corresponding connection element of an adjacent rib.

4. The rib according to claim 3, wherein the said first insertion portion is associated with a projection capable of moving between a first sliding position and a second locking position.

5. The rib according to claim 3, wherein the said first insertion portion comprises at least at least one essentially cylindrical section, the said first insertion portion being preferably arranged at a first end of the said connection element.

6. The rib according to claim 4, wherein the said first insertion portion comprises an insertion end and an intermediate portion, the said intermediate portion having a tubular section capable of forming with the said insertion end a housing throat for the said projection, the said projection being preferably in the form of a ring.

7. The rib according to claim 3, wherein the said second locking portion comprises an essentially tubular section, preferably associated with a funnel-shaped portion.

8. The rib according to claim 3, wherein the said second locking portion comprises a recess capable of receiving the projection associated with the first insertion portion of a corresponding connection element connection of an adjacent rib.

9. The rib according to claim 1, wherein the said connection element is capable of moving in a translatory motion with respect to the relative structural element of the said rib, in particular from a first position in which the locking end is arranged in the proximity of the structural element to a second position in which the locking end is arranged at a predetermined distance from the structural element.

10. The rib according to claim 9, wherein it comprises means for arresting the relative translatory motion of the connection element with respect to the said structural element.

11. The rib according to claim 1, wherein the said structural element comprises a tubular body provided with an internal cavity, the said connection element being arranged at least partially inside the relative structural element of the said rib.

12. The rib according to claim 1, wherein the said structural element of the said rib is associated with a supporting element, the said supporting element comprising means for adjusting the extension of the said supporting element, the said adjustment means comprising preferably a first portion of the said supporting element that slides with respect to a second portion of the said supporting element.

13. A method for installing a structure to support and reinforce an excavation comprising at least a first rib and at least a second rib according to claim 1, wherein it comprises the following phases: installing the said first rib inside the excavation; transporting the said second rib inside the excavation to a position adjacent to the said first rib; moving the connection element of the said second rib in a translatory motion towards the connection element of the said first rib so as to make the connection between the said connection elements.

14. The method according to claim 13, including insertion of a first insertion portion of the connection element of the said second rib into a corresponding locking portion of the corresponding connection element of the said first rib in order to make the connection between the said connection elements.

15. The method according to claim 13, including translatory motion of the structural element of the said second rib with respect to the relative connection element in order to position the said second rib at a predetermined distance with respect to the said first rib.

Description

[0021] Further characteristics and advantages will emerge from the following detailed description of a preferred implementation of the invention, provided purely by way of non-limitative example, with reference to the annexed drawings, in which:

[0022] FIG. 1 shows a front view of a preferred form of implementation of the supporting and consolidating rib according to the present invention;

[0023] FIG. 2 shows a side view of a preferred form of implementation of a supporting and consolidating structure consisting of ribs according to the present invention;

[0024] FIG. 3 shows a partially cross-section view of a preferred form of implementation of the connection element of the rib according to the present invention;

[0025] FIG. 4 shows the connection phases of a connection element of a rib to the connection element of an adjacent rib according to the present invention;

[0026] FIG. 5 shows a side view of a supporting element of the rib in a first position;

[0027] FIG. 6 shows a side view of a supporting element of the rib in a second position;

[0028] FIG. 7 shows a first phase of installation of a structure to support and consolidate an excavation according to the present invention, in which a rib is arranged in a position adjacent to a rib already fixed to the structure;

[0029] FIG. 8 shows a second phase of installation of the structure of FIG. 7 in which the connection element is connected to the connection element of the adjacent rib;

[0030] FIG. 9 shows a third phase of installation of the structure of FIG. 7 in which the rib is moved to a predetermined distance from the adjacent rib;

[0031] FIG. 10 shows a phase of installation of the structure of FIG. 7 in which the supporting element is raised with respect to the ground;

[0032] FIG. 11 shows a phase of installation of the structure of FIG. 7 in which the supporting element is lowered into contact with the ground.

[0033] FIG. 1 illustrates a possible form of implementation of a supporting and consolidating rib 1 according to the present invention. The rib 1 is formed by one or more structural elements 5A, 5B, 5C, made from a metallic material such as construction steel (Fe 430 or other). The rib 1 has a symmetrical vault configuration with respect to a plane of symmetry S. This configuration generally reflects that of the portion of the excavation intended to be reinforced by means of the said rib.

[0034] The rib in FIG. 1 comprises a first structural element 5A, a second structural element 5B connected to the first structural element 5A and a third structural element 5C connected to the second structural element 5B so as to define the plane of development of the rib. As illustrated, the first structural element 5A and the third structural element 5C have an essentially mirror-image position with respect to the plane of symmetry S of the rib 1. The second structural element 5B is preferably developed symmetrically between the first structural element 5A and the third structural element 5C with respect to the said plane of symmetry.

[0035] The first structural element 5A is provided with a first end portion 51 operationally connected to a first terminal portion 81 of the second structural element 5B by first connecting means 61 and a second end portion 52 intended to be connected to a supporting element 90 of the rib.

[0036] The third structural element 5C has a first end portion 71 intended to be connected to a second terminal portion 82 of the second structural element 5B by connecting means 62 and a second end portion 72 intended to be connected to a second supporting element 90 of the rib 1.

[0037] According to a preferred form of implementation, each structural element 5A, 5B, 5C is formed by a tubular body. The tubular body has a transverse cross-section that defines a respective internal cavity that develops over the entire length of the body. This internal cavity is intended to be filled with concrete following the installation of the rib 1. The transverse cross-section of the tubular body may be square, rectangular or circular.

[0038] According to this form of implementation, the body of the first tubular element 5A is prepared to be associated with a filling device, not illustrated in the drawing, operationally capable of being connected to means for the injection of concrete into the internal cavity of the said body.

[0039] Preferably, the third structural element 5C is also capable of being associated with a filling device associated with the tubular body of the said element.

[0040] Advantageously, the connecting means 61, 62 that connect the second structural element 5B with the first structural element 5A and the third structural element 5C are configured so that the internal cavity of the second structural element 5B is in communication with those of the first structural element 5A and of the third structural element 5C. Through this solution, the concrete injected into the internal cavity of the first structural element 5A and of the third structural element 5C can also reach the internal cavity so as to allow it to be filled.

[0041] In other forms of implementation not illustrated in the drawings, the rib may be formed by one or more structural element consisting of profiles with an open transverse cross-section, for example an H or a C or a double T cross-section.

[0042] According to the invention, the rib comprises at least one connection element 10 for connecting the rib 1 to an adjacent rib 1, the said connection element 10 engaging through translatory motion with a corresponding connection element 10 of the adjacent rib 1.

[0043] According to the preferred form of implementation illustrated in FIG. 2, the connection element 10 has an elongated form, preferably cylindrical, that extends in a direction essentially perpendicular with respect to the axis of development of the rib 1. Advantageously, the rib 1 comprises a plurality of connection elements 10 arranged at a predetermined distance from each other. In the form of implementation illustrated in FIGS. 1 and 2, each structural element 5A, 5C comprises three connection elements 10, while the structural element 5B comprises four connection elements 10.

[0044] In the preferred form of implementation illustrated in FIG. 3, the connection element 10 has a tubular form comprising an insertion end 20, an intermediate portion 30 and a locking end 40.

[0045] The insertion end 20 comprises a tubular head 21 with a tapered end 22.

[0046] The intermediate portion 30 has a first tubular section with a smaller external diameter with respect to the tubular head 21 of the insertion end 20 and a second tubular section 32 with an external diameter essentially equal to that of the head 21, so as to form with the insertion end 20 a throat 33. In the throat 33 is arranged an open ring 34 provided with a hole 35 and a pin 36. The pin 36 is associated with an elastic element, preferably a helical spring 37 fitted on to the said pin 36, so as to move from a position essentially external to the hole 35 to a position of insertion in the hole 35 under a closure force exerted on the ring 34.

[0047] The locking end 40 consists of a tubular section 41 that enlarges into a funnel-shaped portion 42 at the opposite end with respect to the intermediate portion 30.

[0048] The tubular section 41 of the locking end 40 is fitted and attached, preferably by welding, over one of its lengths L on to the external surface of the tubular section 32 of the intermediate portion 30. The internal surface of the tubular section 41 of the locking end 40 not associated with the intermediate portion 30 has a recess 43. This recess 43 is capable of receiving the ring 34 arranged in the throat 33 of the intermediate portion 30 of a connection element of the adjacent rib.

[0049] More specifically, during the connection of two adjacent ribs, the insertion end 20 of a connection element 10 of a first rib 1 is inserted into the funnel-shaped portion 42 of the locking end 40 of a corresponding connection element 10 of the adjacent rib 1 and moves in a translatory motion inside the tubular section 41 of the locking end 40. The ring 34 associated with the intermediate portion 30 of the connection element 10 of the first rib 1 closes when it comes into contact first with the funnel-shaped portion 42 and then with the tubular section 41 of the locking end 40 of the connection element 10 of the adjacent rib 10, moving the pin 36 into the hole 35 against the force of the spring 37.

[0050] Upon reaching the recess 43 created on the internal surface of the tubular section 42 of the connection element 10 of the adjacent rib 1, the spring 37 moves the ring 34 into the open position, locking the connection element 10 of the first rib 1 on to the corresponding connection element 10 of the adjacent rib 1.

[0051] In a form of implementation not illustrated in the drawings, the connection element may have an elongated form other than cylindrical, for example a square or rectangular cross-section, and may be provided with locking means associated with its external surface.

[0052] According to the preferred form of implementation illustrated in the drawings, the connection element 10 is arranged inside the structural element 5A, 5B, 5C of the rib 1 and can move in a translatory motion with respect to it. In particular,

in the structural element 5A, 5B, 5C is formed a hole 55 in which is fixed a sleeve 56 within which the intermediate portion 30 of the connection element 10 slides. In an alternative form not shown in the drawings, the connection element is instead fixed to an external surface of the rib and associated with it by means of a sliding connection.

[0053] According to the illustrated form of implementation, the connection between adjacent ribs occurs as shown in FIG. 4.

[0054] Phase 1 of FIG. 4 shows a schematic side view of two ribs 1, 1 positioned and already connected to each other. The rib 1 has the connection element 10 arranged so that the insertion end 20 and an initial section of the intermediate portion 30 project with respect to the structural element 5A in which the connection element 10 is inserted.

[0055] Phase 2 of FIG. 4 shows the approach by translatory motion of a corresponding structural element 5A of a successive rib 1 towards the relative connection element 10. The connection element 10 is arranged so that the locking end 40 is close to the respective structural element 5A.

[0056] Phase 3 of FIG. 4 shows the connection between the two connection elements 10, 10, with the insertion end 20 of the element 10

that slides inside the locking end 40 of the corresponding connection element 10, so as to move the ring 34 of the element 10 into the closed position while maintaining the pin inside the hole and then, once the recess 43 of the connection element 10 is reached, to allow the ring 34 to return to the open position while remaining locked inside the locking end 40 of the connection element 10.

[0057] Phase 4 of FIG. 4 shows the successive positioning of the rib 1 obtained by making the structural element 5A slide with respect to the connection element 10, which is locked on the connection element 10 of the adjacent rib 1. The structural element 5A slides until the point at which the sleeve 56 reaches a stop 57 created on the second tubular section 32 of the intermediate portion 30 of the connection element 10.

[0058] FIGS. 5 and 6 illustrate a preferred form of implementation of the supporting element 90 of the rib 1 that allows relative movement of the structural elements and adjustment of the support of the rib on the ground. Reference is made below to the supporting element connected to the first structural element 5A, but the same considerations are also valid for the supporting element 90 connected to the structural element 5C.

[0059] Advantageously, the supporting element 90 comprises a first portion 94 that is movable, particularly by sliding, with respect to a second portion 95, so as to be capable of modifying the extension of the supporting element 90 in the direction of development of the rib 1 between a height H and a height H. The second portion 95 is fixed to a supporting foot 97 of the rib 1, capable of being arranged in contact with the ground. The first portion 94 is connected to the second end portion 52 of the relative structural element 5A by connecting means 66.

[0060] In the form of implementation illustrated in the drawings, the second portion 95 is tubular and the first portion 94 is capable of sliding within the tubular portion 95. The supporting foot 97 comprises a base plate 91 and stiffening plates 93 connected, preferably by welding, to the tubular portion 95. Preferably, the first portion 94 is also tubular and connected telescopically to the second tubular portion 95.

[0061] Preferably, the internal cavity of the first structural element 5A is in communication with the internal cavity of the innermost tubular portion 95 of the supporting element 90 so as to allow the latter to be filled by injection with concrete.

[0062] The present invention also concerns a method for installing a supporting and consolidating structure comprising at least two ribs.

[0063] FIGS. 7-11 show a preferred succession of phases for the installation of a support structure according to the present invention. The method provides for a phase of installation of a first rib inside the excavation, followed by the installation of successive adjacent to each other.

[0064] FIG. 7 shows, in particular, the phase in which a successive rib 1

is transported into the excavation and arranged in the proximity of a rib 1 already present in the excavation and connected to other ribs.

[0065] FIG. 8 shows, in particular, the phase in which the rib 1 to be installed is moved in a translatory motion towards the adjacent rib 1 so that the insertion end 20 of the relative connection elements 10 is inserted into the locking end 40 of the corresponding connection elements 10 of the adjacent rib 1.

[0066] FIG. 9 shows, in particular, the phase in which the rib 1 to be installed, once connected to the adjacent rib 1 and therefore to the support structure, is moved away by translatory motion with respect to the adjacent rib 1 to a preset distance.

[0067] FIGS. 10 and 11 show the adjustment of the supporting element

90. In FIG. 10, the supporting element 90 has the internal portion
94 inserted into the external tubular portion 95 so that the supporting foot 91 is arranged at a determined distance from the ground. In FIG. 11, the external tubular portion 95 is lowered by sliding on the internal portion 94 so as to bring the supporting foot 91 into contact with the ground.

[0068] The present invention thus makes it possible to easily install the ribs so as to obtain a stable structure. Connection requires a simple translatory motion of the rib and the connection element associated with it until the connection is made with the corresponding element of the adjacent rib. Locking takes place rapidly, does not require manual intervention and is more stable and secure with respect to the connection with chains. It is also possible to automatically position the rib in the correct manner. The structure consisting of multiple ribs is therefore easy to install and offers a high degree of security and stability.