TWI414668B - Base segment, intermediate segment, and terminating segment for an elongated structure that is segmented in the longitudinal direction, and method for assembling/producing the same - Google Patents

Abstract

Elongated structure (10) that is segmented (S1-S4) in the longitudinal direction, comprising a base segment (Sl), at least one intermediate segment (S2,S3), and a terminating segment (S4), wherein the segments are essentially comprised of reinforced concrete, and the segments are interconnected in the longitudinal direction by a plurality of elongated fastening members (20) that together form a longitudinal interconnection structure (30) that interconnect the base segment to the terminating segment without gaps in the longitudinal direction, and wherein each segment comprises fastening member guides (50) formed in the wall of the segment and arranged to preserve the fastening members at predetermined configuration with respect to said segment.

Description

Base segment, intermediate segment and terminal segment for elongated structure divided in longitudinal direction and assembly manufacturing method thereof

The present invention generally relates to a long reinforced concrete structure, and in particular to an elongated hollow structure that is divided in the longitudinal direction.

Long reinforced concrete structures are often used in a variety of fields. Examples of long reinforced concrete structures are different types of masts and towers, tower doors, chimneys, building structures, arc-shaped beams, and so on.

Conventionally, such elongate structures have been molded in situ, either in a single molding or by a number of subsequent successive molding steps, in which a previous molding is bonded to the subsequent molding. In order to achieve a continuous longitudinal reinforcement structure throughout the structure. However, in-situ molding takes time and labor and requires molding equipment to be transported to the location. Moreover, it is also difficult to achieve overall control of the molding process, and the material properties of the structure are likely to be under optimal standards. As a direct result of the properties of these ancillary materials, the structures must be oversized.

An alternative to in-situ molding is prefabrication of in-situ mounted segments. Many of these shortcomings are avoided when the prefabrication of the segments can be performed with good control and all of the segments can be molded into a complete mold. However, the interconnection of the segmented elongated structures is a complex task, especially if the structure is designed for heavy loads.

Patent documents French Patent No. 2,872,843, European Patent No. 1,456,701, and German Patent No. 2,929,472 are some of the documents describing the division of long concrete structures in the form of towers for the interconnection of wind turbines.

Some existing solutions and architectural problems are complex and involve the attachment of metal interconnecting sleeves on the ends of the segments, the interconnected portions being connected to the dividing wall Reinforcement structure. Existing tower structures are expensive in most cases for production and expensive and difficult to install. In some solutions, the metal interconnected sleeves are exposed to the external environment and, as metals, typically have a shorter life span than concrete, which shortens the lifespan and increases the maintenance requirements of the structure.

The elongated reinforced concrete structure is divided into the longitudinal direction, wherein the segments are interconnected by a plurality of elongated fixing members to form a continuous longitudinal interconnect structure together, and a plurality of elongated fixing members are mutually Connecting the base segment to the terminal represents a new idea. One of the above prior art documents also does not describe such an interconnection structure.

An embodiment of the invention thus introduces a new elongate structure that is segmented in the longitudinal direction, wherein the segments are essentially composed of reinforced concrete for use as a rigid building element, for example : . Such as a tower, used to transmit telecommunications equipment in a wireless communication network, The price of the tower in production and execution services is relatively low, . Such as a tower, used to load a wind turbine, . a building element in an architectural structure, such as a building, a bridge and many more, . Such as a self-supporting chimney, . and many more.

It is an object of the present invention to introduce a new elongated structure that is divided in the longitudinal direction, wherein the segments are essentially composed of reinforced concrete, a method of producing and installing such a structure, by fragmentation Prefabrication fully exploits these advantages.

The present invention makes it possible to use a prefabricated divided elongated structure as a replacement molded structure in situ or as a prefabricated structure molded in one piece.

In accordance with an embodiment of the present invention, illustrated in Figures 1a through 5b, there is a provision that an elongated structure 10 is divided into S1-S4 in the longitudinal direction. The elongated structure comprises a base segment S1; at least one intermediate segment S2, S3; and a terminal segment S4, wherein the segments are essentially composed of reinforced concrete. The segments S1-S4 are interconnected by a plurality of elongate fixing members 20 in the longitudinal direction to form a longitudinal interconnecting structure 30, and the plurality of elongate fixing members are connected to each other without cracks in the longitudinal direction. The base segment S1 to the terminal segment S4. In the alternative, the plurality of elongate fixed members 20 together may be considered to form a continuous longitudinal interconnect structure 30 extending through the split elongate structure 10. As will be disclosed in more detail below, the continuous longitudinal interconnect structure 30 can be of a different shape, wherein the terminal segment S4 is directly from one or more fixed components 20, or indirectly The one or more longitudinally overlapping fixing members 20 are connected to the base segment S1, and the fixing member 20 extends all the passages from the base fittings 40 in the base segment to the terminal segment S4. Further, each segment includes a fixed component channel 50 formed in the wall 60 of the segment and the securing members 20 arranged for retention in the predetermined configuration. The embodiment of the continuous longitudinal interconnect structure 30 is shown schematically in Figures 1b, 2b, 3b, 4b and 5b.

The embodiment shown in Figures 1a to 5b is a thin-walled hollow structure for providing the desired mechanical properties when lightweight. Such a thin-walled structure provides many advantages over structural performance, production and installation of a split long structure. However, all or some of these segments may be of the outer wall or even solid, and the cross section may even be partially solid.

Figures 1a to 5b schematically illustrate an elongated hollow structure 10 in the form of a tower, wherein the base segment S1 is arranged on the ground or on a foundation or the like (not shown). Depending on a number of parameters such as the shape of the segments S1-S4, the load assumed by the structure 10, where the conditions will be located, such a tower will experience different types of loads on different segments. Thus, the continuous longitudinal interconnect structure 30 can be in different forms and thus have different stiffness. A method of defining the continuous longitudinal interconnect structure 30 defines the density of the securing member 20 as the number of securing members on a particular cross-section of the elongate structure, i.e., the securing member at a junction between the two segments. The high density means that the two segments S1-S4 are fastened to each other by a large number of fixing members 20.

In the embodiment of Figures 1a and 1b, each of the intermediate segments S2, S3 and the terminal segment S4 and the base segment S1 are fastened by three or more fixed components 20. For the elongated structure 10, it is expected that the tension in the longitudinal direction is large in the base region and small in the region of the terminal segment, and the embodiment of Figures 1a and 1b provides excellent rigidity. Because the density of the fixed component is highest in the base region and decreases toward the terminal segment. In the picture In this embodiment of the embodiment, each segment except the base segment S1 and the intermediate segment S2 adjacent to the base segment are secured by three or more fixed members 20 and a non-adjacent segment.

Figures 2a and 2b show, by way of illustration, an embodiment in which the lower tethers 40 for the terminal segment have been moved from the base segment S1 to the first intermediate segment S2. In this embodiment, the density of the fixed component is reduced in the base segment.

Figures 3a and 3b schematically illustrate an embodiment in which each segment is secured by three or more elongate securing members 20 and adjacent segments. In this embodiment, the tie points in each intermediate member are arranged in a longitudinally overlapping manner, by arranging the upper tie points 40a and the lower tie points 40b in an overlapping manner in the intermediate members. A continuous longitudinal interconnect structure 30 can be implemented. In an alternate embodiment, the tie points 40a and 40b can be joined and interconnected to each other by suitable means.

Figures 4a and 4b show, by way of illustration, an embodiment in which all of the fixing members 20 directly interconnect the base segment S1 to the terminal segment S4 such that the intermediate segments S2 and S3 are fastened therebetween. This and other embodiments may include at least one intermediate segment S2 that is not directly tied to the stationary component 20 but clamped in two or more other segments. Due to the nature of the continuous longitudinal interconnect structure 30, the stationary members 20 generally extend a greater distance in the longitudinal direction than the average extent of the segments S1-S4.

Figures 5a and 5b show, by way of illustration, an embodiment in which the fixed members 20 are arranged interleaved between the respective tie points 40 for improved torsional strength.

Each of the elongate fixed members 20 is mounted to two associated tie points 40 of the different segments S1-S4 and is tensioned between the tie points 40. At the tie points 40, the fixed components are secured by suitable tie members 70 that are adjacent to an opposing surface at the tie point when the fastener members are tensioned. According to an embodiment, the binding members allow for the continued tension of the securing members 20 to compensate for the excess time of the securing members for expansion. Examples of the tie member include a threaded nut, a clamp, a wire seam, and the like.

The fixed component guides 50 are arranged to be secured to the fixed components between the tie points 40 in a predetermined configuration. The fixing member guide grooves 50 are formed in the wall of the segments. In order to achieve the continuous longitudinal interconnect structure 30, the fixed component guides 50 of adjacent segments are aligned. To facilitate alignment of subsequent segments, adjacent segments provide an alignment member (not shown) for proper alignment of the fixed component guides 50 between adjacent segments. According to an embodiment, the bottom surfaces of the segments are molded into the desired form, including access points for securing the component guides and alignment members if present. According to an embodiment, the elongate structure includes a portion that is substantially metal free and that is exposed to the outer surface.

According to an embodiment shown schematically in Figure 6a, the fixed component guides 50 at least partially form the conduits in the wall of the segments. As will be disclosed below in connection with this disclosure of the method of producing segments, such pipes are preferably extended between tie points/intersection surfaces placed in the mold before they are filled with concrete. The long tube is formed. In the disclosed embodiments, the tie points 40 are integrally disposed in the The walls of the segments are such that the stationary members 20 operate in a substantially linear manner between the tie points 40.

According to an embodiment shown schematically in Fig. 6b, the fixing member guide grooves 50 partially form a recess at least in the outer peripheral surface of the segments. In Figure 6b, the tie points 40 are provided in the inner peripheral surface of the segments for the tie members 70 to be not accessed from the exterior of the structure. In this embodiment, the securing members follow the non-linear securing member channel 50.

Figure 6c shows an embodiment in which the tie point 40 is disposed at the same bottom end in the base segment to create the continuous longitudinal interconnect structure extending throughout the length of the elongated hollow structure 10. 40. In addition, the associated tie point 40 in the intermediate segment S3 is disposed inside the wall of the segment in order to provide a flat uninterrupted inner and outer peripheral surface.

In the disclosed embodiments, the securing members 20 are described as being independent of the segments and by attachment of the tie members 70 to the tie points 40. In one embodiment, since one of the end points is molded into the wall of the segment, one or more of the securing members 20 are partially bonded to one of the segments.

According to an embodiment, the securing members 20 are included as part of the securing members in the longitudinal direction in the segment. The lateral securing members 80 as shown in Figure 6a are essentially, but not limited to, provided in the lateral direction, and the securing members 20 will act as pre-stressed securing members in the longitudinal direction. Although it can completely omit the portrait when molding the segments The component is fixed, but the reinforcement in the longitudinal direction provides improved rigidity during transport and installation. The securing members 20 are comprised of any suitable material of suitable strength, such as metal strips or wires, fiber reinforced composite rods, and the like.

Figures 7a and 7b show an example of a curved elongated structure 10 in a schematic view. In a configuration of this type, the density of the fixed members can also be varied in the direction of the cross-section as depicted in Figure 7b, with more of the fixed members being disposed on the high pressure side. By providing more of the securing member 20 on one side, the stiffness of the structure in that direction can be significantly improved.

The elongate structure can be in any form, such as a water-like shape, a variety of cross-sectional shapes along its length, a bottle shape, including at least one tapered cross-section in the longitudinal direction. According to an embodiment, the elongate structure comprises at least one cross-section having a circular cross section. Examples of other cross-sectional shapes include ovals, triangles, squares, stars, and the like.

8 shows an embodiment of an elongated hollow structure 10 that is adapted to receive telecommunications equipment 100 in the form of an antenna tower body. The tower body comprises two base sections S1 and S2 comprising eight sections B1-B8, and a plurality of standardized tower sections S3-S7. By forming the base section of the radial section B1-B8, the production and transmission system of the base section is promoted. The radial sections B1-B8 are interconnected by suitable radial fixing members. The disclosed embodiment has a circular cross section and the base diameter is 5.0 m, whereas the diameter of the standardized tower segments is 1.8 m. The antenna tower has an radome 110 and includes a total height of 40 m of the radome 110. Furthermore, at least two of the segments S3-S7 are essentially identical, whereby they are subsequently It can be molded into the same mold. This mold design without modification can be provided by omitting or adding one or more different heights of such "same" segment S3-S7 towers. According to an embodiment, the terminal segment has the same shape as the at least one intermediate segment.

According to an embodiment, one of the hollow interior portions of the structure 10 has the function of an intrinsic mounting shaft, and wherein the tower is configured to cover one or more of the tops of the radio base station 100 at the top of the tower The installation shaft in the vicinity of the antenna 120. The tower body and the mounting shaft may have a larger cross-sectional area at the top end of the base segment. The radio base station is provided in a telecommunications system belonging to a GSM, WCDMA, HSPA, MIMO, LTE or future form.

The mounting shaft can be formed in the vicinity of one or more associated antennas at the top end of the tower body to house one or more radio base stations. In order to minimize radio downtime, the installation shaft is formed to allow personnel to access the radio base station without having to lay down the base station. In order for a person to have sufficient access to the RBS, the installation shaft must be large enough that it may occupy the space in front of the RBS for a person to access and complete all normal maintenance and service operations in nature. With the RBS, the volume of the installation shaft needs to allow sufficient passage to the RBS device according to the same size. According to an embodiment, the RBS device is comprised in the antenna tower from a standard mounting track unit having a standard width of between 60 and 100 cm and a thickness of between 30 and 80 cm. According to an embodiment, the cross-sectional area of the mounting shaft on the radio base station is at least 2.0, ^2.5 , 3.0 m ² or more, and the free space before the RBS is at least but not limited to 1.0 to 2.0 m. ² . According to an embodiment, the tower may be substantially circular in cross-section at the height of the radio base station, having a radius of at least 0.7, 0.9, or 1.3 m or more.

According to an embodiment, two or more separate radio base stations are disposed in the adjacent installation shaft of one or more associated antennas located at the top end of the tower. In order to maintain this limited space in the top section of the tower, the RBSs may overlap one on top of the other. These RBSs may be of the same type in brand and telecommunications systems, but they may also belong to different operators or telecommunications systems, for example, GSM, WCDMA, HSPA, MIMO, LTE or future types of telecommunications systems. The antenna tower can also accommodate other types of radio communication devices and associated antennas, such as wireless IP networks, and the like, as well as radio or television broadcast equipment.

The installation shaft can extend a limited portion of the height of the tower or extend all the way from the base portion of the tower to the top end. Where the installation shaft extends throughout the entire height, the installation shaft can be accessed via its lower entrance door (not shown) or the like, and then the RBS can be constructed by climbing or elevator components inside the shaft. .

In Figure 8, the lower section of the tower is in the shape of a truncated cone and the upper section is in the form of a long, uniform structure, both of which are essentially circular in cross section. As will be described in more detail below, the tower can be in a variety of different shapes. To protect the antenna and establish a controlled environment within the installation shaft, an radome is disposed to extend from the elongated tower body and enclose the antennas. The radome is designed to provide the shielding required by the RBS device while being substantially permeable to radio waves emanating from the antennas Ming. According to an embodiment, the antenna tower has one or more vents in its lower region and a corresponding opening in the upper region of the RBS, whereby an air can be obtained in the installation shaft due to the chimney effect The flow. Depending on the geographic location of the antenna tower, additional mechanical cooling components, such as air conditioning systems, may also be required, and are typically located in the base section of the antenna tower structure.

The elongated structure 10 disclosed in Figure 9 supports a wind turbine unit 130 for generating electrical energy. The wind turbine unit includes a generator body 140 with turbine blades 150 pivotally disposed on the top end of the segmented elongated structure 10.

According to an embodiment, as shown in Figures 1a to 5b, the base segment S1 comprises a plurality of fixed tie points 40 for the fixing member 20, the fastening members 20 interconnecting the base segment S1 with the longitudinal direction Two or more segments. In the disclosed embodiment, the tie points are arranged at a distance from the interconnecting end of the base segment, and the fixed component guide groove 50 is configured to be fixed at the tie points and the mutual The fixing members of the prefabricated construction between the ends are connected. According to an embodiment, as shown in Figure 6d, the tie points 40 are disposed at the non-interconnecting ends of the base segment.

According to an embodiment, as shown in Figures 1a to 5b, the intermediate segments S2, S3 comprise fixed portion guides 50 configured to hold the fixed member 20 associated with the segments in a prefabricated configuration, the fixed member guides 50 from one Extending at the interconnecting ends in the direction of the base segment. At least some of the fixed component guide slots 50 may extend to an interconnected end of the direction opposite the base segment end. The intermediate segment may include one or more tie points 40 for securing the segment to the fixation member 20 of the one or more segments in the longitudinal direction.

According to an embodiment, as shown in Figures 1a to 5b, the terminal segment S4 comprises one or more tie points for fixing the fixed part 20 of the segment and two or more segments in the longitudinal direction. . As described above, the terminal fragment can be essentially the same as the intermediate fragment.

Further, as shown schematically in Figure 10, there is a method of providing a production segment of a long hollow structure that is divided into the longitudinal direction to include the steps: Step 1. Providing a mold having a cavity Defining the peripheral shape of the segment, Step 2. Configuring a fixed component in the cavity according to a predetermined model, Step 3. Arranging a fixed component guide groove at a predetermined position in the cavity Parts, Step 4. Fill the cavity with concrete, Step 5. Solidify the concrete, and Step 6. Remove the solidified concrete segments from the mold cavity.

According to an embodiment, the components forming the guide channel of the fixed component are placed so that they are molded into the section of the segment ST7 into the walls. The conduits extend between the interconnecting surfaces of the segments and/or the tie points formed by the mold. It can be determined during molding that no concrete enters the pipes to block the channels.

According to an embodiment, the step of filling the mold is configured to be essentially The longitudinal shaft of the mold is completed vertically to ST8. By selecting a suitable concrete composition, the mold can be filled with ST9 from the bottom section, wherein air intrusion is effectively avoided in the concrete.

The sample material in the column is for the present invention, and the steel fiber-containing cement is based on a composite, for example, a concrete in which a wire and/or a reinforced bar is mixed. Other materials are also considered to be possible, such as, but not limited to, metals, plastics, cement base materials, wood, glass, carbon fibers, and the same composite.

Further, there is a method of installing an elongated structure that is divided in the longitudinal direction, and FIG. 11 includes the steps: Step 10. Providing a base segment including a plurality of tie points for fixing the components, Step 11. Configuring one or more intermediate segments on the base segment, each intermediate segment including a configuration associated with the segment in a prefabricated configuration to retain a fixed component guide of the stationary component, and optionally one or more a tie point for the fastening of the component, step 12. Configuring a terminal segment on the last intermediate segment, the terminal segment including one or more tie points, and step 13. in the guide slots of the fixed components The securing member is loaded, extending between the tie points in a previous segment and the tie points in a subsequent segment, and step 14. tightening the fixed portions.

As disclosed above, the continuous longitudinal interconnect structure 40 can be in various forms depending on the load requirements on the structure. Thus, the order of the steps in the above method can thus be changed. According to one of the long structures of Figure 1 The assembly involves the tie points loaded in the base segment and the fixed components between each segment, and the fastening members are tensioned for each segment. The assembly of the elongated structure according to Figures 2a and 3a involves the mounting points incorporated in a previous segment and the securing members between each segment, and the fastening members are tensioned for each segment. The steps of repeatedly loading the fixing member and tensioning the same portion interconnected with the intermediate segment are indicated by solid lines in Fig. 10, however, the steps of interconnecting the terminal segments are indicated by broken lines.

According to an embodiment, one or more of the intermediate elements lack a tie point, and wherein the fixed members extend from the tie point in the previous segment to at least one subsequent segment including the tie point through the segment Fixed component guide groove. Alternatively, all intermediate components may lack tie points, as shown in Figure 4, and wherein the fixed components extend from the tie points located in the base segment to the tie points in the terminal segment through the segments Fixed component guides. Then, all the segments are placed on the base segment before the loading of the fixed component and the tensioning of the same portion.

According to an embodiment, the method further comprises the step of: an antenna fixed in a radio base station and associated one of the prefabricated long antenna tower segments connected to each other in front of the segment.

Figure 12 is a block diagram showing a system for wireless communication in accordance with an embodiment of the present invention. The wireless communication system 300 includes one or more antenna tower structures 310, each equipped with at least one antenna radio base station serving an access point for the user equipment 320. The antenna tower structures of the system are cast and divided into tubular tower sections having a hollow cross section. The sections are equipped with a long type for removing along the antenna tower structure The assembly of the entire antenna radio base station, wherein the antenna radio base station is revealed inside the tower. Each antenna tower structure has at least one entry to the antenna tower structure that provides access to the service of the antenna radio base station. The system 300 allows operator-specific antenna tower structure design (OP1, OP2, OP3, OP4, OP5, etc.).

In a further embodiment, the operator is specifically designed to serve more of the individual to identify a particular antenna tower structure from other towers, wherein the equipment in the tower is provided, updated or Reset it.

The present invention has been described with reference to the specific exemplary embodiments, which are intended to be illustrative only, and are not intended to limit the scope of the invention.

It will be appreciated by those skilled in the art that various modifications and changes can be made in the present invention without departing from the scope of the appended claims.

10‧‧‧Long structure

20‧‧‧Long fixed parts

30‧‧‧Longitudinal interconnection structure

40‧‧‧Decoration points

40a‧‧‧Upper attachment point

40b‧‧‧Lower fitting point

50‧‧‧Fixed parts guide

60‧‧‧ wall

70‧‧‧Bounding components

80‧‧‧ transverse fixing parts

100‧‧‧ Containment telecommunications equipment

110‧‧‧Wireless Shield

120‧‧‧Related antenna

130‧‧‧Wind Turbine Unit

140‧‧‧ Generator body

150‧‧‧ turbine blades

300‧‧‧Wireless communication system

310‧‧‧Antenna tower structure

320‧‧‧User equipment

S1‧‧‧ basic segment

S2‧‧‧ intermediate segment

S3‧‧‧ intermediate segment

S4‧‧‧ terminal segment

S1, S2‧‧‧ basic section

S3-S7‧‧·Molding tower fragment

B1-B8‧‧‧ radial section

1a and 1b show an elongated structure in accordance with an embodiment of the present invention.

2a and 2b show an elongated structure in accordance with another embodiment of the present invention.

Figures 3a and 3b show an elongated structure in accordance with another embodiment of the present invention.

Figures 4a and 4b show an elongated structure in accordance with another embodiment of the present invention.

Figures 5a and 5b show an elongated structure in accordance with another embodiment of the present invention.

Figures 6a through 6c show the detail of a long structure in accordance with other embodiments of the present invention.

Figures 7a and 7b still show a long knot in accordance with another embodiment of the present invention. Structure.

Figure 8 still shows an elongated structure in accordance with another embodiment of the present invention.

Figure 9 still shows an elongated structure in accordance with another embodiment of the present invention.

Figure 10 is a flow chart showing a method in accordance with an embodiment of the present invention.

Figure 11 is a flow chart showing a method in accordance with an embodiment of the present invention.

Figure 12 is a block diagram showing a system in accordance with an embodiment of the present invention.

10‧‧‧Long structure

20‧‧‧Long fixed parts

30‧‧‧Longitudinal interconnection structure

40‧‧‧Decoration points

50‧‧‧Fixed parts guide

60‧‧‧ wall

70‧‧‧Bounding components

S1‧‧‧ basic segment

S2‧‧‧ intermediate segment

S3‧‧‧ intermediate segment

S4‧‧‧ terminal segment

Claims (47)

An elongated structure (10) segmented (S1-S4) in a longitudinal direction, comprising a base segment (S1), at least one intermediate segment (S2, S3), and a terminal segment (S4), wherein The segments are essentially composed of reinforced concrete, and the segments are interconnected by a plurality of elongate fixing members (20) in the longitudinal direction to form a longitudinal interconnecting structure (30) in the longitudinal direction. The base segments are interconnected to the terminal segments seamlessly, and wherein each segment includes a plurality of fixed component guides (50) formed in the wall of the segments and configured to remain on the prefabricated configuration with respect to the segments These fixed parts. The elongated structure of claim 1, wherein the elongated structure is at least partially hollow in the longitudinal direction. An elongated structure of claim 1 or 2, wherein at least one of the fixed components directly connects the base segment to the terminal segment. The elongated structure of claim 1 or 2, wherein the fixed members extend a greater distance in the longitudinal direction than the average extent of the segments. The long structure of claim 1 or 2, wherein each segment, except the base segment and the intermediate segment adjacent to the base segment, is fixed to a non-adjacent segment by three or more fixed components. As in the long structure of claim 1 or 2, each of the (etc.) intermediate segments and the terminal segment are fixed to the base segment by three or more fixed components. As in the long structure of claim 1 or 2, two or more of them overlap vertically The fixed component interconnects the base segment to the terminal segment. The elongated structure of claim 7, wherein each segment is secured to the adjacent segment by three or more elongated fixing members. A long structure of claim 1 or 2, wherein all of the fixed components directly connect the base segment to the terminal segment, and fix the intermediate segments therebetween. The elongated structure of claim 1 or 2 includes at least one intermediate segment that is not fixed to the fixed components. An elongated structure as claimed in claim 1 or 2, wherein the fixed components are independent of the segments. As in the elongated structure of claim 1 or 2, one or more of the fixed components are partially integrated with one of the segments. The elongated structure of claim 1 or 2, wherein the fixed component guides of each adjacent segment are aligned in a straight line. The elongated structure of claim 1 or 2, wherein the fixed component guide grooves are formed as grooves at least partially at an outer or inner peripheral surface of the segments. The elongated structure of claim 1 or 2, wherein the fixed component channels are formed at least partially as a conduit in the walls of the segments. The elongated structure of claim 1 wherein each adjacent segment is provided with an alignment member for proper alignment of the respective fixed component guides between adjacent segments. A long structure of 2 or 16, wherein each of the fixed members extends between two tie points (40) that are fixed at two different segments. 2 or 16 long structure in which the fixed components are Included as part of the reinforcement in the longitudinal direction in the segment. A long structure of 2 or 16 comprising a plurality of fixed components in the form of individual wires. A long structure of 2 or 16, wherein the terminal segment has the same shape as the at least one intermediate segment. A long structure of 2 or 16, wherein at least two intermediate segments have the same shape. A long structure of 2 or 16, wherein the elongated structure is straight. A long structure of 2 or 16, wherein the elongated structure is curved. An elongated structure of 2 or 16, wherein at least one conical section is included in the longitudinal direction. An elongated structure of 2 or 16, wherein at least one of the sections is a circular cross section. A long structure of 2 or 16 in which it is a tower of an antenna tower structure. An elongated structure of 2 or 16, wherein the hollow interior portion of the structure has the function of an intrinsic installation shaft, and wherein the tower is configured to receive adjacent one or more associated antennas (120) at the top end of the tower body A radio base station (100) is located in the installation shaft. The elongated structure of claim 26, wherein the tower body and the mounting shaft have a larger cross-sectional area in the base segment than the top end. The elongated structure of claim 27, wherein the radio base station belongs to a telecommunications system. The elongated structure of claim 26 includes an radome (110) extending from the elongated tower and enclosing the antennas. A long structure of 2 or 16, wherein the system supports a tower of a wind turbine unit (130) at its upper end. A base segment (S1) for an elongated structure, the elongated structure being divided in a longitudinal direction; comprising a plurality of tie points for tying the base segments and two or more in the longitudinal direction The fixed part of the clip. The base segment of claim 32, wherein the tie points are disposed at a distance from the interconnect end of the base segment, and the base segment includes a plurality of fixed component guides formed in the wall of the segment, the fixed The component guides are configured to retain the stationary components in a prefabricated configuration between the tie points and the interconnecting ends. An intermediate segment (S2, S3) for an elongated structure, the elongated structure being segmented in the longitudinal direction; comprising a plurality of fixed component guides formed in the wall of the segment, configured to be relevant Each of the fixing members is held in a prefabricated configuration of the segments, and the fixing member guide grooves extend from an interconnecting end in the direction of the base segment. An intermediate segment of claim 34, wherein at least some of the fixed component channels extend in a direction opposite the base segment to an interconnecting end. An intermediate segment of claim 34 or 35, comprising one or more tie points for tying the segments to one or more in the longitudinal direction The fixed part of the clip. A terminal segment (S4) for an elongated structure, the elongated structure being segmented in a longitudinal direction; comprising one or more tie points for attaching the segment to the two or more in the longitudinal direction Fixed parts of the clips. A method of assembling an elongated structure, the elongated structure being divided in a longitudinal direction, the method comprising the steps of: providing a base segment (St10) comprising a plurality of tie points for mounting of a plurality of fixed components, configured One or more intermediate segments are on the base segment (St11), each intermediate segment comprising a plurality of fixed component guides configured to hold the respective fixed components in a prefabricated configuration associated with the segments, and optionally one or more a plurality of tie points for each fixed component, a terminal segment disposed on the last intermediate segment (St12), the terminal segment including one or more tie points, loaded in the guide slots of the fixed components A plurality of fixing members (St13) extend between a plurality of tie points in a previous segment and a plurality of tie points in a subsequent segment, and tension the fastener members (St14). The method of claim 38, wherein all of the fixed component channels extend from each of the tie points within the base segment to each of the one or more of the subsequent segments. The method of claim 38 or 39, wherein one or more of the intermediate segments lack a tie point, and wherein the fixed components are from the previous segment Each of the tie points extends through at least one of the subsequent segments including the plurality of tie points through a plurality of fixed component guides in the segment. The method of claim 38 or 39, wherein all intermediate segments lack a plurality of tie points, and wherein the fixed members extend from the respective tie points in the base segment to each of the tie points in the terminal segment through the segments Each fixed component guide groove. The method of claim 38, wherein the elongated structure is a hollow structure in the form of a tower. A method of manufacturing segments of a long structure, the elongated structure being divided in a longitudinal direction, the method comprising the steps of: providing a mold having a cavity (St1) defining a peripheral shape of the segment, according to a predetermined The mode is provided with a plurality of reinforcing members (St2) in the cavity, a plurality of fixing member channel members (St3) are disposed at a plurality of predetermined positions in the cavity, the cavity is filled with concrete (St4), and the concrete is solidified (St5) ), and removing the solidified concrete segment (St6) from the cavity. The method of claim 43, wherein the fixed component channel members are disposed in a plurality of conduits (St7) disposed within the walls of the segment. The method of claim 43 or 44, wherein the step of filling the mold is performed by configuring the longitudinal axis of the mold to be substantially vertical (St8). The method of claim 43 or 44, wherein the mold is filled from its bottom section (St9). The method of claim 43, wherein the elongated structure is a hollow structure in the form of a tower.