Steel cap for an electricity transmission tower

Abstract

A steel cap 7 for structurally connecting together a new foundation and an existing tower is disclosed. The new foundation includes at least one foundation element 9 positioned in the ground. The existing tower includes an existing foundation 5 and a tower structure 3 extending from and supported by the existing foundation. The steel cap comprises (a) a first element 11 for connecting the cap to the new foundation element or foundation elements and (b) a second element 13 for connecting the cap to the existing tower and thereby, in use, connecting together the new foundation and the existing tower.

Claims

1. A method of renovating an existing tower using a cap comprising a first element for connecting the cap to a plurality of new foundation piles for the existing tower, with the first element being in the form of a plate having a plurality of openings for the foundation piles, and the steel cap also comprising a second element extending from the first element for connecting the cap to the existing tower so that the cap connects together the new foundation piles and the existing tower, the method comprising: (a) driving/embedding/forming or otherwise positioning a plurality of new foundation piles in the ground in a required array around the existing tower and thereby forming a new foundation of the tower, (b) positioning the cap so that the first element extends around at least a part of the existing tower and the new foundation piles extends through the openings in the first element and the second element contacts the existing tower, (c) connecting the first element of the cap to the new foundation piles, and (d) connecting the second element of the cap to the existing tower.

2. The method defined in claim 1 wherein the plate is a flat steel plate.

3. The method defined in claim 1 wherein step (c) comprises bolting or welding the first element to the foundation piles.

4. The method defined in claim 1 wherein the existing tower has a leg having a shape and the first element includes a cut-out section in a side wall of the plate that has the same shape as a part of a transverse section of the leg of the existing tower so that the first element extends around at least a part of an outer profile of the existing tower.

5. The method defined in claim 1 wherein the second element is shaped to conform to an outer profile of the existing tower to maximize contact between the second element and the existing tower.

6. The method defined in claim 1 wherein the second element is an elongate element.

7. The method defined in claim 1 wherein the second element is a shaped plate that has a V-shape in transverse section along a length of the plate that conforms to an outer profile of the existing tower to maximize contact between the second element and the existing tower.

8. The method defined in claim 7 wherein the existing tower has a horizontal leg extending at an angle and the shaped plate extends from the first element at an angle to a plane of the first element, with the angle being selected to be the same as the angle to the horizontal of a leg of the existing tower to which the steel cap is connected.

9. The method defined in claim 1 wherein the existing tower is an existing electrical transmission tower.

10. A method of renovating an existing tower using a cap comprising a first element for connecting the cap to a new foundation pile for the existing tower, with the first element being in the form of a plate having at least one opening for the foundation pile, and the cap also comprising a second element extending from the first element for connecting the cap to the existing tower so that the cap connects together the new foundation pile and the existing tower, the method comprising: (a) driving/embedding/forming or otherwise positioning a new foundation pile in the ground in a required position in relation to the existing tower, (b) positioning the cap so that the first element extends around at least a part of the existing tower and the new foundation pile extends through the opening in the first element and the second element contacts the existing tower, (c) connecting the first element of the cap to the new foundation pile, and (d) connecting the second element of the cap to the existing tower.

Description

BRIEF DESCRIPTION OF THE DRAWING

(1) The present invention is described further by way of example only with reference to the accompanying drawings of which:

(2) FIG. 1 is a top plan view of an embodiment of a steel cap in accordance with the invention;

(3) FIG. 2 is a section along the line 2-2 in FIG. 3 and shows a vertical cross-section through a part of an embodiment of a renovated tower in accordance with the invention that comprises a part of an existing tower, a part of a new foundation for the existing tower and the steel cap shown in FIG. 1 structurally interconnecting the new foundation and the existing tower leg;

(4) FIG. 3 is a horizontal cross-section through the part of the renovated tower shown in FIG. 2;

(5) FIG. 4 is a top plan view of another embodiment of a steel cap in accordance with the invention;

(6) FIG. 5 is a top plan view of another embodiment of a steel cap in accordance with the invention;

(7) FIG. 6 is a perspective view of another, although not the only possible other, embodiment of a renovated tower in accordance with the invention that comprises a part of an existing tower, a part of a new foundation for the existing tower and another embodiment of steel cap in accordance with the invention structurally interconnecting the new foundation and the existing tower; and

(8) FIG. 7 is a perspective view of another, although not the only possible other, embodiment of a renovated tower in accordance with the invention that comprises a part of an existing tower, a part of a new foundation for the existing tower and another embodiment of steel cap in accordance with the invention structurally interconnecting the new foundation and the existing tower.

DESCRIPTION OF EMBODIMENTS

(9) The invention is concerned with providing support for an existing tower, such as an electricity transmission tower or another type of tower, and the structure of the existing tower is a secondary consideration. The existing tower may be of any type, such as a lattice tower or a monopole tower, used for any purpose. The existing tower includes a foundation and a tower structure extending from and supported by the existing foundation.

(10) The vertical cross-section of FIG. 2 shows a part of a renovated tower that comprises:

(11) (a) one leg 3 of an existing tower,

(12) (b) two foundation elements in the form of new piles 9 that have been driven into the ground (but could be otherwise embedded in the ground) and form a part of a new, i.e. an additional foundation for the existing tower leg 3, and

(13) (c) a steel cap generally identified by the numeral 7 structurally interconnecting the piles 9 of the new foundation and the existing tower leg 3 so that the new foundation structurally supports the existing tower leg 3.

(14) It is noted that the leg 3 may be an element that forms part of the tower structure or part of the tower foundation.

(15) The existing tower shown in FIG. 2 includes a foundation in the form of a concrete block 5 that supports the existing tower leg 3. The existing tower leg 3 is in the form of a steel post 21 extending from the block 5. In this arrangement, the steel post 21 is formed from steel plate and has an outer profile that is V-shaped in transverse section.

(16) As mentioned above, the new foundation for the existing tower leg 3 includes two new piles 9 as shown in FIG. 2.

(17) Whilst not shown in the vertical cross-section of FIG. 2, the new foundation also includes another two new piles 9. The invention is not confined to the number of new piles 9 for the new foundation.

(18) The new piles 9 may be of any suitable construction. For example, each pile 9 may be composite micro-pile comprising a steel casing filled with grout and a high-strength central piece of threaded reinforcing steel. In use, the cased section is installed in a drilled hole in the ground and provides lateral resistance and the reinforcing bar and grout are positioned and injected respectively in the space defined by the casing and provide axial resistance.

(19) The number and type and arrangement of the new piles 9 or other new foundation elements may be as required given the geology of a site of the existing tower and the structural properties required to support the existing tower leg 3 and the accessibility of the site. One key consideration is to locate the new piles 9 of the new foundation so that the process of drilling and installing the piles 9 or other process for embedding/forming the piles in the ground does not interfere with the structure and therefore the viability of the existing tower.

(20) The steel cap 7 shown in FIG. 2 is spaced above the ground and comprises a first element in the form of a flat steel plate 11 that has four openings 15 cut or punched in the plate 11 for receiving the four piles 9 of the new foundation.

(21) The steel cap 7 also comprises a second element in the form of a length of a shaped steel plate 13 for connecting the steel cap 7 to the existing tower leg 3. The shaped steel plate 13 is V-shaped in transverse section to conform to the V-shaped outer profile of the steel post 21 of the existing tower leg 3 to maximum contact of the shaped steel plate 13 and the steel post 21.

(22) The steel plate 11 is formed to extend 180 around the perimeter of the existing tower leg 3. Specifically, as can be seen in FIGS. 1 and 3, the plate 11 has a V-shaped cut-out section 25, which may also be suitably described as a notch, that is centrally positioned in one side of the plate and is aligned with the shaped steel plate 13. The V-shaped notch 25 conforms to the V-shaped transverse section of the V-shaped outer profile of the steel post 21 of the existing tower leg 3 and thereby extends 180 around the perimeter of the existing tower leg 3.

(23) There may be situations where a single steel cap 7 is sufficient. There may also be situations where more than one steel cap 7 is required.

(24) The steel plate 11 may be any suitable thickness and steel grade and has an inner edge 23 that has the above-described V-shaped notch 25. The angled steel plate 13 is located in the notch 25 and welded to the steel plate 11.

(25) The shaped steel plate 13 extends at an angle (see FIG. 2) to the flat surface of the steel plate 11. The angle is selected to be the same as the angle to the horizontal of the steel post 21 of the existing tower leg 3.

(26) With the above arrangement, in use, when the steel plate 11 is positioned horizontally adjacent the existing tower leg 3 with the shaped steel plate 13 against the steel post 21 of the existing tower leg 3, there is maximum contact of the shaped steel plate 13 and the steel post 21 of the existing tower leg 3 along the length of the shaped steel plate 13.

(27) In use, typically,

(28) (a) the new piles 9 are driven/embedded/formed or otherwise positioned in the ground in a required array around an existing tower leg 3 to form the new foundation for the leg 3,

(29) (b) the steel cap 7 is positioned on an upper surface of the new piles 11 with upper threaded ends of the new piles extending through the openings 15 in the steel plate 11 of the steel cap 7 and nuts threaded onto the threaded ends thereby connecting the steel plate 11 to the new piles 11, with the shaped steel plate 13 contacting the outer surface of the exiting tower leg 3, and

(30) (c) the shaped steel plate 13 is connected to the existing tower leg 3 by fasteners 21, in the form of nuts and bolt pairs, thereby completing the new foundation and the consequential additional structural support for the existing tower leg 3 and, by extension, the tower.

(31) The threaded ends of the new piles 9 and the nuts mentioned in paragraph (b) above form fastening assemblies that are generally identified by the numeral 29 in FIG. 2.

(32) It can be appreciated that the steel cap 7 is an efficient and effective option for interconnecting the new foundation (specifically the piles 9) and the existing tower leg 3 and providing required additional structural support for the existing tower leg 3 and, by extension, the tower.

(33) In the embodiment of the steel cap 7 shown in FIGS. 1-3, the steel plate 11 is formed with four openings 15 for four new piles 9 of the new foundation. The invention is not limited to this number of openings.

(34) The embodiment of the steel cap 7 shown in FIG. 4 has three openings 15.

(35) The embodiment of the steel cap 7 shown in FIG. 5 has two openings 15. The FIG. 5 embodiment also includes reinforcement in the form of a stiffening rib 19 welded or otherwise connected to one surface of the steel plate 11.

(36) The embodiment of the renovated tower shown in FIG. 6 is very similar to the FIGS. 1-3 embodiment and the same reference numerals are used to describe the same structural features. It is noted that the two new piles 9 of the new foundation are not shown in the Figure as the piles are completely within the ground, with the steel plate 11 of the steel cap 7 in the ground and positioned over the new piles 9. Locating the new piles 9 completely within the ground is the main feature of the FIG. 6 embodiment when compared with the FIGS. 1-3 embodiment. In the FIGS. 1-3 embodiment the steel cap 7 is spaced above the ground. It is also noted that the Figure shows three members 31 that are bracing members for the existing tower and these members 31 are not shown in the FIG. 2 embodiment.

(37) When present, as is often the case, the bracing members 31 may have an impact on the shape of the steel plate 11 of the steel cap 7. This is a design issue that is illustrated by the embodiment shown in FIG. 7.

(38) The embodiment of the renovated tower shown in FIG. 7 is very similar to the FIG. 6 embodiment and the same reference numerals are used to describe the same structural features. In the FIG. 7 embodiment, the steel cap 7 is spaced above the ground and the new piles 9 are not embedded in the ground to the same extent as shown in FIG. 6. It can be appreciated from FIG. 7 that if it was desired to position the steel cap 7 closer to the ground, the bracing members 31 would have an impact and it would be necessary to re-engineer the steel plate 11 to make the cut-out section 25 larger as illustrated by the line 35.

(39) Many modifications may be made to the embodiments of the present invention described above without departing from the spirit and scope of the invention.

(40) By way of example, in the embodiment of the steel cap 7 shown in FIGS. 1-3, the steel plate 11 is formed to extend 180 around the perimeter of the existing tower leg 3. The present invention is not confined to this arrangement and the steel plate may be formed to extend around any selected part of the perimeter of the existing tower leg 3.