A technique for reinforcing a telecommunication tower includes attaching a temporary structure to a vertical portion of the tower, transferring antenna equipment from the vertical portion of the tower to the temporary structure, and reinforcing the vertical portion of the tower while the transferred antenna equipment continues to operate. Once the vertical portion of the tower has been reinforced, the antenna equipment is transferred from the temporary structure back to the vertical portion of the tower. The temporary structure may then be moved to any other vertical portion of the tower, where the above acts may be repeated.

A technique for reinforcing a telecommunication tower includes attaching a temporary structure to a vertical portion of the tower, transferring antenna equipment from the vertical portion of the tower to the temporary structure, and reinforcing the vertical portion of the tower while the transferred antenna equipment continues to operate. Once the vertical portion of the tower has been reinforced, the antenna equipment is transferred from the temporary structure back to the vertical portion of the tower. The temporary structure may then be moved to any other vertical portion of the tower, where the above acts may be repeated.

An alignment tool for the alignment of a pair of vertical flanges for the connection of the longitudinal edges of adjacent segments of a cylindrical section of a wind turbine tower, comprises mounting means for connecting the alignment tool to a portion of a vertical flange of a tower segment; and a longitudinal alignment head for aligning the vertical flange with an opposing vertical flange of an adjacent tower segment. The alignment head comprises a front portion extending in a forwards direction from the mounting means, the front portion comprising a lower guiding surface adapted to abut with a top guiding edge of the opposing vertical flange or a bracket or tool mounted thereon and to guide the alignment head over the top edge of the opposing flange, bracket or tool as the vertical flanges are brought towards each other during connection of the adjacent tower segments.

An alignment tool for the alignment of a pair of vertical flanges for the connection of the longitudinal edges of adjacent segments of a cylindrical section of a wind turbine tower, comprises mounting means for connecting the alignment tool to a portion of a vertical flange of a tower segment; and a longitudinal alignment head for aligning the vertical flange with an opposing vertical flange of an adjacent tower segment. The alignment head comprises a front portion extending in a forwards direction from the mounting means, the front portion comprising a lower guiding surface adapted to abut with a top guiding edge of the opposing vertical flange or a bracket or tool mounted thereon and to guide the alignment head over the top edge of the opposing flange, bracket or tool as the vertical flanges are brought towards each other during connection of the adjacent tower segments.

A lattice support system for retaining a plant lattice in a vertical orientation includes a plant lattice that has a pair of legs. A pair of tubes is provided and each of the tubes is inserted into ground having the tubes being vertically oriented. Each of the tubes insertably receives an associated one of the legs. In this way the plant lattice is retained in a vertical orientation.

The present invention relates to a pre-assembly slab system for concrete wind turbine towers, wherein the pre-assembly slabs can be transported to the vicinity of the tower of another wind turbine in the same wind farm or in another wind farm and be reused for the assembly of this other tower. The invention further relates to a method for assembling the pre-assembly slab system for concrete wind turbine towers.

An apparatus and method for selectively placing either an auger type or a ground rod or rod type anchor into the earth includes a machine frame that supports an elongated housing. The housing has upper and lower end portions. An anchor holder is positioned at the lower end of a tubular member rotatably mounted in the housing for holding an auger type anchor and rotating it during placement. If a ground rod or rod type anchor is selected, a drive that is offset from the housing central longitudinal axis drives the rod into the earth and without rotating the rod.

A subsection 100 of a tower section comprises a shell segment 120 of the tower section and at least a longitudinal flange 130 mounted to a longitudinal side of the shell segment 120 for connecting to a longitudinal flange of a further subsection of the tower section. Here, the longitudinal flange 130 comprises a part 132 of a surface contour extending from a contact surface 136 of the longitudinal flange 130 which is provided for a connection to a longitudinal flange of a further subsection to a connecting surface 134 connected to the shell segment 120. The part 132 of the surface contour comprises a distance to a contacting plane 106 passing through the contact surface 136.

A method of modular pole construction an elongate modular pole structure is disclosed. A first step of the method involves providing hollow tapered pole section modules, each module having a first open end and an opposed second open end. A cross-section of the second end is less than a cross-section of the first end. The modules are stacked to form an elongated modular pole structure of a selected length by mating the second end of a first module with the first end of a second module. The first and second modules may have different structural properties, such that poles having desired structural properties can be constructed by selectively combining modules having differing structural properties.

A method of modular pole construction an elongate modular pole structure is disclosed. A first step of the method involves providing hollow tapered pole section modules, each module having a first open end and an opposed second open end. A cross-section of the second end is less than a cross-section of the first end. The modules are stacked to form an elongated modular pole structure of a selected length by mating the second end of a first module with the first end of a second module. The first and second modules may have different structural properties, such that poles having desired structural properties can be constructed by selectively combining modules having differing structural properties.