Telecommunications tower comprising at least two stacked modules

Abstract

The present invention relates to a pylon comprising at least two stacked modules (3) including: a load-bearing structure (4), a shotcrete cladding (5), and a cladding support (6), said cladding support (6) comprising two hoops (70, 71), the first and second hoops (70, 71) of the stacked modules (3) being opposite each other, the first hoop (70) and the second hoop (71) being respectively connected to each end of the load-bearing structure (4), the shotcrete cladding (5) being shotcrete over said cladding support (6) and covering it at least partially, and said hoops (70, 71) being configured to transfer at least part of the weight of the shotcrete cladding (5) to the load-bearing structure (4). Abstract figure: Figure 7

Description

Title of the invention: Telecommunications tower comprising at least two stacked modules technical field

[0001] The present invention relates to the field of telecommunication pylons.

[0002] In particular, the present invention relates to a telecommunications tower comprising at least two shotcrete modules stacked one on top of the other. PRIORITY OF THE TECHNOLOGY

[0003] Telecommunications towers are known structures designed to transmit telecommunication waves. Known telecommunications towers comprise structural sections of towers stacked one on top of the other, each housing a telecommunications antenna. Each structural section is notably covered by a plastic panel, such as polycarbonate.

[0004] However, plastic, in addition to having a reduced lifespan and a high carbon footprint, does not allow the telecommunications tower to be integrated into an urban and / or rural environment.

[0005] It is also known as telecommunication towers comprising a monobloc lattice type structure, covered by a monobloc veil reinforced by supports attached to the structure.

[0006] However, the casing, in addition to having a reduced lifespan, does not allow the telecommunications tower to be integrated into an urban and / or rural environment. Furthermore, the monobloc structure and the monobloc casing result in difficult and costly tower manufacturing and assembly.

[0007] Telecommunications towers are also known to have an appearance designed to blend into their urban and / or rural surroundings, for example, by means of a casing shaped like a tree. These towers comprise a single-piece structure over which a synthetic casing is placed. This casing can be divided into several sections, placed side by side.

[0008] However, the synthetic cladding requires regular, even frequent, maintenance. It is also expensive. Furthermore, due to the synthetic nature of the cladding, the telecommunications tower's integration into the urban and / or rural environment is only partial and is generally perceived as artificial. Moreover, the tower's maintenance and assembly, due to its monobloc structure, are difficult and costly.

[0009] The present invention therefore aims to resolve, at least in part, the aforementioned drawbacks of the prior art, by proposing a pylon comprising a plurality of stackable modules to facilitate its assembly and adapt its size as needed, and featuring a casing of sprayed earth concrete allowing the pylon to integrate into an urban and / or rural environment, while having a long lifespan, and whose maintenance is simple, convenient, and safe. PRESENTATION OF THE INVENTION

[0010] More specifically, the invention relates to a pylon comprising at least two stacked modules, each module comprising at least one load-bearing structure, extending between a first end and a second end, at least one cladding of shotcrete; and at least one cladding support;

[0011] said cladding support comprising at least two hoops, a first hoop and a second hoop, the first and second respective hoops of the stacked modules coming opposite each other and being spaced apart, the first hoop being connected to the first end of the supporting structure and the second hoop being connected to the second end of the supporting structure;

[0012] the stacked modules being fixed to each other by means of respective plates of the supporting structure of said stacked modules, so as to provide a space between the first and second respective hoops of the stacked modules;

[0013] the earth-concrete cladding being projected onto said cladding support and covering it at least partially; and

[0014] said first and second hoops being configured to transfer at least part of the weight of the earth-concrete cladding to the load-bearing structure.

[0015] Stacking the different modules allows the user to adjust the height of the pylon as needed. The supporting structure of each module is connected to the cladding support. In particular, the first ring is connected to the first end of the supporting structure, and the second ring is connected to the second end of the supporting structure. The earth-concrete cladding is sprayed onto the cladding support, between the two rings. Earth-concrete is a flexible excavated soil that does not deplete ecological reserves and reduces the consumption of fossil fuels. Thus, the pylon according to the invention can be adjusted to the desired height, adapted to its environment, is environmentally friendly, and its modular structure has the advantage of facilitating its manufacture and assembly.Furthermore, the first and second hoops are configured to transfer a substantial portion of the weight of the earth-concrete cladding to the load-bearing structure.

[0016] Advantageously, the first hoop and the second hoop are in the form of a ring plate, said hoops each comprising at least one flat offset portion, the portion of the offset of the second ring of a module and the portion of the offset of the first ring of the other module on which it is stacked being configured to partially support the weight of the concrete cladding of such projected.

[0017] The offset sections of the hoops create a surface to improve the support and stability of the weight of the shotcrete cladding. Furthermore, the shotcrete cladding rests on the hoops, and in particular on the second hoop, that is, the one located at the bottom of the corresponding module once the pylon is in place. This second hoop therefore bears a greater weight of the cladding. Thus, the offset sections of the hoops also provide greater stability to the pylon once in place. Moreover, the shape of the offset sections of the hoops allows for a customizable geometry of the shotcrete cladding, if required.

[0018] Advantageously, the hoops are metallic.

[0019] Optionally, the first hoop and the second hoop have a different thickness.

[0020] In particular, the second ring, located closest to the ground once the pylon is in place, supports a substantial portion of the weight of the earth-concrete cladding. Thus, this second ring can be thicker than the first ring, so as to be more resistant.

[0021] Advantageously, said cladding support for each module comprises a wire mesh extending between the first ring and the second ring, and a geotextile fabric, said wire mesh following the outer perimeter of the first and second rings, the concrete cladding being sprayed onto said wire mesh, and the geotextile fabric being applied against the wire mesh, on the inner side of the module, so as to avoid any projection of earth concrete inside the module during its manufacture.

[0022] The mesh, which can also be called a projection mesh, secures the shotcrete cladding to the pylon's supporting structure, while also providing bracing for said cladding. Thus, the mesh contributes to improving the pylon's lifespan. The geotextile fabric placed behind the mesh, i.e., on the inner side of the module and therefore towards the inside of the pylon relative to the projection mesh, prevents shotcrete from being projected inside the pylon.

[0023] Furthermore, a shrinkage-resistant wire mesh can advantageously be integrated within the thickness of the shotcrete cladding, between the geotextile fabric and the wire mesh. This creates a sandwich structure with, from the inside out, a geotextile fabric, which is positioned inside the module parallel to the wire mesh, followed by a shrinkage-resistant mesh, and finally the wire mesh. The earthcrete is then shotcrete over this assembly.

[0024] Advantageously, said cladding support for each module comprises at least two uprights, each having a first end and a second end, the first end being connected to the first hoop and the second end being connected to the second hoop, the mesh being connected to each of the uprights, said uprights being configured to support said cladding in shotcrete.

[0025] The uprights make it possible to stabilize laterally the earth concrete cladding of each module and to transmit the weight of said earth concrete cladding to the second ring of said module.

[0026] Advantageously, the load-bearing structure of each module comprises a plurality of uprights connected to each other by crossbeams so as to form a lattice-type structure, the load-bearing structure delimiting a central opening configured to house technical equipment.

[0027] The lattice-type structure ensures the solidity of the supporting structure and therefore of the pylon, and the central opening that said structure delimits allows for the accommodation of technical equipment, such as a work platform for example, or such as cable trays, ladders or electrical and / or electronic boxes.

[0028] Advantageously, the first hoop of a first module is subjected to the second hoop of a second module.

[0029] Attaching one module to another module allows the pylon to be formed and its height to be adjusted as needed.

[0030] Advantageously, the supporting structure is made of galvanized steel.

[0031] Advantageously, the pylon further comprises at least one pylon head, configured to house at least one antenna, said pylon head comprising at least one antenna cover panel, configured to protect the quality of a signal emitted by the antenna.

[0032] The tower head is the last stacked module forming the tower. This tower head is configured to house at least one antenna, such as a 4G or 5G antenna. Furthermore, the tower head protects the quality of the signals emitted by the antennas it houses. The tower head may be composed of two sub-modules. The geometry of the tower head is particularly distinctive and different from that of the other modules.

[0033] Advantageously, said at least one antenna cover panel comprises fiberglass.

[0034] Advantageously, the pylon head comprises a supporting structure to which a plurality of offset structures are connected, an antenna cover panel connecting two offset structures.

[0035] The offset structures serve as support for the antenna cover panels.

[0036] The invention also relates to a method for mounting a pylon such that briefly described above, comprising at least the following steps:

[0037] connect the cladding support to the load-bearing structure;

[0038] project the earth concrete onto said wire mesh on said cladding support to form the earth-concrete cladding;

[0039] stacking a first and a second module by placing the plates of the respective supporting structures of the first and second modules against each other; and

[0040] to attach the supporting structure of the first module to the supporting structure of the second module by means of fastening elements configured to fix in pairs the respective plates of the first and second modules.

[0041] Such a process is simple, convenient and allows for obtaining a modular pylon of the desired height, adapting to its environment and ecological. PRESENTATION OF THE FIGURES

[0042] The invention will be better understood upon reading the following description, given solely by way of example, and referring to the accompanying drawings given by way of non-limiting examples, in which identical references are given to similar objects and on which:

[0043] The [Fig. 1] is a schematic perspective representation of a module of the pylon according to the invention, comprising a load-bearing structure and a cladding support;

[0044] [Fig.2] is a front view of two modules, such as that of [Fig.1], stacked;

[0045] Fig. 3 is a top view of the module of Fig. 1, but on which has been added a cladding made of sprayed earth concrete, from which the crossbeams of the cladding support have been omitted;

[0046] [Fig.4] is a view similar to [Fig.3], to which technical equipment of the pylon has been added;

[0047] [Fig.5] is a view similar to [Fig.2], to which the pylon head has been added;

[0048] Figure 6 is a top view of the pylon head of Figure 5; and

[0049] The [Fig.7] is a pylon according to an embodiment of the invention, comprising modules and the pylon head of [Fig.5], onto which the earth concrete was projected.

[0050] It should be noted that the figures set out the invention in detail to enable implementation of the invention; although not limiting, said figures serve in particular to better define the invention where appropriate. DETAILED DESCRIPTION OF THE INVENTION

[0051] The invention relates to a pylon 1, as shown in [Fig.7].

[0052] In particular, the invention relates to a telecommunications tower 1 configured to house at least one telecommunications antenna 2. The antenna 2 may be a 4G and / or 5G type antenna, for example. The telecommunications tower 1 may in particular to house a plurality of antennas 2.

[0053] Pylon 1 comprises at least two modules 3. An example of module 3 is shown in [Fig.1].

[0054] In particular, and according to the example shown in [Fig.7], the pylon can comprise eight modules.

[0055] In [Fig.2], two modules 3 are stacked one on top of the other.

[0056] In [Fig.5], three modules 3 are stacked one on top of the other.

[0057] The number of modules 3 is determined according to the desired height of the pylon 1. The taller the desired pylon 1, the greater the number of modules 3 that will be stacked. Conversely, the shorter the pylon 1 needs to be, the fewer modules 3 will be stacked.

[0058] The modules 3 are configured to be stacked one on top of the other so as to form the pylon 1.

[0059] In particular, as can be seen in [Fig.1], a module 3 comprises at least one load-bearing structure 4, at least one shotcrete cladding 5 and at least one cladding support 6.

[0060] The supporting structure 4 extends between a first end 40 and a second end 4L

[0061] As shown in [Fig.1], the supporting structure 4 comprises a plurality of uprights connected to each other by crossbeams so as to form a truss-type structure.

[0062] The uprights and cross members of the truss-type structure are for example connected by bolting.

[0063] In particular, the lattice-type structure ensures the solidity of the supporting structure 4 and therefore of the pylon 1.

[0064] Advantageously, the supporting structure 4 is made of galvanized steel.

[0065] In addition, the supporting structure 40 defines a central opening 42. The central opening 42 is configured to house technical equipment.

[0066] Technical equipment may include a work platform, for example, or cable trays, ladders or electrical and / or electronic boxes.

[0067] All the technical equipment is fixed to the supporting structure 4 by means of clamps.

[0068] The cladding support 6 has at least two hoops 7.

[0069] Advantageously, the hoops 7 are metallic.

[0070] According to the example shown in figures 1 and 7, the dressing support 6 comprises two hoops 7, namely a first hoop 70 and a second hoop 71.

[0071] In particular, the first and second hoops 70, 71 respectively of the stacked modules 3 are opposite each other and are spaced apart from each other, the The stacked modules 3 are supported one on top of the other by means of the plates 43 (visible in particular in [Fig. 1]) of the respective supporting structure 4 of said modules 3. The respective plates 43 of two stacked modules 3 are fixed in pairs by means of suitable fasteners. For example, the plates are fixed to each other by bolting, in particular by means of a nut-washer-locknut assembly. According to the embodiment shown in particular in [Fig. 1], each module comprises three upper plates 43 and three lower plates 43. Therefore, the upper plates 43 of a module 3 are thus intended to be fixed to three lower plates 43 of a module 3 stacked on top of it. The stacked modules 3 therefore rest on each other via the said plates 43, so as to leave a space between the first and second hoops 70, 71 which face each other.The first and second hoops 70, 71 help to maintain in place and support the weight of the earth-concrete cladding 5. By their shape, they also contribute to giving a particular shape to the pylon 1. .

[0072] The first hoop 70 is connected to the first end 40 of the supporting structure 4 and the second hoop 71 is connected to the second end 41 of the supporting structure 4.

[0073] According to one embodiment, the first hoop 70 and the second hoop 71 are plates, in the shape of a ring.

[0074] Preferably, in accordance with the embodiment shown, the first hoop 70 and the second hoop 71 each have at least one offset portion 72. Each offset portion 72 is flat.

[0075] The first hoop 70 and the second hoop 71 each have a thickness. These two thicknesses may be identical, but they may also be different.

[0076] By way of example, the first hoop 70 may have a thickness of 8 mm or more. The second hoop 71 may have a thickness of 15 mm. Thus, the lower hoop, in other words the second hoop 71, which bears more of the weight of the pylon 1, is thicker in order to have greater mechanical strength. The upper hoop, in other words the first hoop 70, which bears less of the weight of the pylon 1, is thinner in order to have less mass and cost. The first and second hoops 70, 71 may also have the same or similar thickness, particularly to simplify their manufacture.

[0077] In particular, the offset portion 72 of the second hoop 71 of a module 3 rests on the offset portion 72 of the first hoop 70 of another module 3 on which it is stacked.

[0078] The offset portions 72 of the hoops 70, 71 allow to create a support surface configured to participate in the support of the weight of the earth concrete cladding 5.

[0079] The first hoop 70 of a first module 3 can be subjected to the second hoop 71 of a second module 3.

[0080] Attaching one module to another module 3 allows the pylon 1 to be formed and its height to be adjusted as needed.

[0081] In addition, the cladding support 6 of each module 3 may include a mesh (not shown).

[0082] The mesh extends between the first hoop 70 and the second hoop 71. In particular, the mesh is connected to each of said hoops 70, 71.

[0083] In particular, the wire mesh follows the outer perimeter of each of the hoops 70, 71.

[0084] The cladding support 6 further comprises at least two uprights 73.

[0085] As shown in [Fig. 1], the cladding support 6 may comprise five amount 73.

[0086] The uprights 73 are configured to support the earth concrete cladding 5.

[0087] Each amount 73 has a first end 74 and a second end 75.

[0088] The first end 74 is connected to the first hoop 70 and the second end 75 is connected to the second hoop 71.

[0089] The wire mesh is connected to each of the uprights 73.

[0090] The earth concrete cladding 5 is projected onto the cladding support 6 and covers it at least in part.

[0091] Earth concrete is a so-called excavation earth, flexible, which does not deplete ecological reserves and allows for savings in the consumption of fossil resources.

[0092] Earth concrete thus allows for adaptation to the environment, being ecological.

[0093] In particular, the earth concrete cladding 5 is sprayed onto the wire mesh.

[0094] The wire mesh allows the earth-concrete cladding 5 to be fixed to the supporting structure 4 of pylon 1, while ensuring the bracing of said earth-concrete cladding 5.

[0095] Thus, the wire mesh contributes to improving the lifespan of pylon 1.

[0096] Furthermore, the earth-concrete cladding 5 thus projected makes it possible to protect the equipment housed in the load-bearing structure 4.

[0097] Furthermore, by virtue of its attachment to the wire mesh that follows the outer perimeter of the hoops 70, 71, the earth-concrete cladding 5 has a customizable geometry. In particular, it adapts to the geometry of the hoops 70, 71.

[0098] The cladding can, in particular, accommodate vegetation and / or nesting boxes within its thickness. The pylon thus clad is therefore perfectly suited to an urban and / or rural environment. Thus, pylon 1 and its earth-concrete cladding are perfectly adapted for vegetation and for accommodating nesting boxes or insect hotels. The earth-concrete thus facilitates the installation of vegetation, nesting boxes, and insect hotels.

[0099] The first hoop 70 and the second hoop 71 are configured to transfer to less a portion of the weight of the earth-concrete cladding 5 to the load-bearing structure 4.

[0100] The portion of the weight transferred from the earth-concrete cladding 5 to the load-bearing structure 4 is substantial. This characteristic of the first and second hoops 70, 71, which transfers at least part of the weight of the earth-concrete cladding 5 to the supporting structure, allows the earth-concrete cladding 5 of pylon 1 to be supported and held in place. Otherwise, the earth-concrete cladding 5 would risk collapsing. The uprights 73 of the cladding support 6 also contribute to transferring the weight of the earth-concrete cladding 5 to the supporting structure.

[0101] Thus, the earth-concrete casing 5 rests on the hoops 70, 71, and in particular on the second hoop 71. Specifically, the second hoop 71 is located closest to the ground once the pylon 1 is in place. This second hoop 71 therefore bears more of the weight of said casing 5. Thus, the offset portions 72 of the hoops 70, 71 also allow for better stability of the pylon 1 once in place.

[0102] The uprights 73 also allow the laterally stabilization of the earth concrete cladding 5 of each module 3 and the transmission of the weight of said earth concrete cladding 5 to the second ring 71 of said module 3.

[0103] In addition, pylon 1 may include at least one pylon head 8.

[0104] The pylon head 8 is notably composed of two sub-modules with specific geometries. In particular, the pylon head 8 does not have the same geometry as the other stacked modules 3.

[0105] The pylon head 8 is the last stacked module forming pylon 1.

[0106] The pylon head 8 is configured to house telecom equipment such as a antenna 2. As shown in [Fig.5], the pylon head 8 houses two antennas 2, a first 4G antenna and a second 5G antenna.

[0107] The pylon head 8 includes at least one antenna cover panel 80.

[0108] According to the example illustrated in [Fig.6], the pylon head 8 comprises three antenna cover panels 80.

[0109] The antenna cover panels 80 are configured to protect the quality of the signal emitted by antenna 2.

[0110] In particular, each antenna cover panel 80 can be made of fiberglass. For example, the antenna cover panels 80 can be composite material panels having a fiberglass sandwich structure reinforced with flax fiber and a honeycomb core made from existing raw materials. Such a composite material can comprise 38% by mass of resin, 37% by mass of fiberglass, 16% by mass corresponding to a honeycomb core, and 3% by mass of flax fiber, to reinforce the panels.

[0111] In addition, the pylon head 8 has a supporting structure configured to cooperate with the supporting structure 4 of the modules 3.

[0112] The pylon head 8 further comprises at least one offset structure 81.

[0113] According to the example illustrated in [Fig.6], the pylon head 8 comprises three offset structures 81.

[0114] The offset structures 81 serve as support for the antenna cover panels 80.

[0115] An antenna cover panel 80 connects two offset structures 81 to each other.

[0116] Furthermore, earth concrete is sprayed between the antenna cover panels 80, in particular on corners, notably in galvanized steel, arranged between the panels 80.

[0117] Thus, the different stacked modules 3 allow the user to adjust the height of the pylon 1 as needed. This modular structure has the advantage of facilitating the manufacture and assembly of the pylon 1. Said pylon 1 is, however, integrable in an urban and / or rural environment, has a long lifespan, and is simple, convenient and safe to maintain.

[0118] The first module 3, that is to say the one closest to the ground, has an access, such as a door, allowing access to a user inside the supporting structure 4 so as to allow maintenance of the pylon 1, simplify it and secure it.

[0119] The invention also relates to a method of mounting a pylon 1 as previously described.

[0120] The method may include a first step consisting of connecting the cladding support 6 to the supporting structure 4.

[0121] In particular, the wire mesh can be connected to the uprights 73 and the hoops 7 of the cladding support 6. As previously stated, preferably, a geotextile fabric can also be placed inside the module, parallel to the wire mesh. Additionally, an anti-shrinkage mesh can be placed between the geotextile fabric and the wire mesh.

[0122] The process may include a second step of projecting the earth concrete onto said cladding support 6, so as to form the earth concrete cladding 5.

[0123] Then, a third step can be to stack the supporting structure 4 of a first module 3 onto the supporting structure of a second module 3. To this end, the plates 43 of the respective supporting structures of the stacked modules 3 are placed against each other. The plates 43 of the module 3 located above thus come to rest against the plates 43 of the module 3 located below.

[0124] Finally, a fourth step may be to attach the supporting structure 4 of the first module 3 to the supporting structure 4 of the second module 3, by means of fastening devices fixing to each other, two by two, the plates 43 of the supporting structures of the stacked modules 3.

[0125] The method of assembling pylon 1 promotes the subsequent planting of vegetation on the pylon. The sprayed earth-concrete cladding 5 makes it possible to install nesting boxes and insect hotels, as well as to easily grow vegetation on it. earth concrete.

[0126] A step can be added consisting of stacking and then securing the pylon head 8 onto a module 3, in particular the module 3 being the highest in relation to the ground, once the pylon 1 has been mounted on said ground.

[0127] It should also be noted that the invention is not limited to the embodiments described above. It will indeed be apparent to a person skilled in the art that various modifications can be made to the embodiment described above, in light of the information just disclosed to them.

[0128] In the detailed presentation of the invention given above, the terms used shall not be interpreted as limiting the invention to the embodiment set forth in this description, but shall be interpreted as including all equivalents which can be foreseen by a person skilled in the art by applying their general knowledge to the implementation of the teaching which has just been disclosed to them.

Claims

Claims

1. Pylon (1) comprising at least two stacked modules (3), each module (3) comprising: • at least one supporting structure (4), extending between a first end (40) and a second end (41); • at least one sprayed earth concrete cladding (5); and • at least one cladding support (6); said covering support (6) comprising at least two hoops (70, 71), a first hoop (70) and a second hoop (71), the respective first and second hoops (70, 71) of the stacked modules (3) facing each other and being spaced apart from each other, the first hoop (70) being connected to the first end (40) of the supporting structure (4) and the second hoop (71) being connected to the second end (41) of the supporting structure (4);the stacked modules (3) being fixed to each other by means of respective plates (43) of the supporting structure (4) of said stacked modules (3), so as to provide a space between the respective first and second hoops (70, 71) of the stacked modules (3); the earth concrete cladding (5) being projected onto said cladding support (6) and covering it at least in part; and said first and second hoops (70, 71) being configured to transfer at least part of the weight of the earth concrete cladding (5) to the supporting structure (4).;

2. Pylon (1) according to the preceding claim, in which the first hoop (70) and the second hoop (71) are in the form of a ring plate, said hoops (70, 71) each comprising at least one flat offset portion (72), the offset portion (72) of the second hoop (71) of one module (3) and the offset portion (71) of the first hoop (70) of the other module (3) on which it is stacked being configured to partially support the weight of the concrete cladding of such projected (5).

3. Pylon (1) according to any one of the preceding claims, in which said cladding support (6) of each module (3) comprises a mesh extending between the first hoop (70) and the second hoop (71), and a geotextile fabric, said mesh following the outer periphery of the first hoop (70) and the second hoop (71), the concrete cladding (5) being projected onto said mesh, and the geotextile fabric being applied against the mesh, on the inside of the module, so as to avoid any projection of earth concrete inside the module (3) during its manufacture.

4. Pylon (1) according to the preceding claim, wherein said cladding support (6) of each module (3) comprises at least two uprights (73) each comprising a first end (74) and a second end (75), the first end (74) being connected to the first hoop (70) and the second end (75) being connected to the second hoop (71), the mesh being connected to each of the uprights (73), said uprights (73) being configured to support said sprayed earth concrete cladding (5).

5. Pylon (1) according to any one of the preceding claims, in which the supporting structure (4) of each module (3) comprises a plurality of uprights connected together by crosspieces so as to form a lattice-type structure, the supporting structure (4) delimiting a central opening (42) configured to house technical equipment.

6. Pylon (1) according to any one of the preceding claims, in which the supporting structure (4) is made of galvanized steel.

7. Pylon (1) according to any one of the preceding claims, further comprising at least one pylon head (8), configured to house at least one antenna (2), said pylon head (8) comprising at least one antenna cover panel (80), configured to protect the quality of a signal emitted by the antenna (2).

8. Pylon (1) according to the preceding claim, wherein said at least one antenna cover panel (80) comprises fiberglass.

9. Pylon (1) according to any one of claims 7 or 8, in which the pylon head (8) comprises a supporting structure to which a plurality of offset structures (81) are connected, an antenna cover panel (80) connecting two offset structures (81) together.

10. Method for assembling a pylon according to any one of claims 1 to 9, comprising at least the following steps: • connecting the cladding support (6) to the supporting structure (4); • spraying the earth concrete onto said cladding support (6) to form the earth concrete cladding (5); • stacking a first and a second module (3) by placing in support on each other of the plates (43) of the respective supporting structures (4) of the first and second modules (3); And securing the supporting structure (4) of the first module (3) to the supporting structure (4) of the second module (3) by means of fixing members configured to fix two by two the respective plates (43) of the first and second modules (3).

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