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Prefabricated modular tower

A modular and component technology, applied in towers, final product manufacturing, sustainable manufacturing/processing, etc., can solve the problems of high cost, weak strengthening effect, affecting visual effects, etc., and achieve economical manufacturing, easy transportation, and light weight Effect

Inactive Publication Date: 2008-04-16
STRUCTURAL CONCRETE & STEEL
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Given that the weight of these parts increases significantly, the same problem arises as forming the tower from a large number of parts, namely the high cost of both transport and assembly
Furthermore, in order to strengthen the structure of the tower, this embodiment employs an external pretensioning system comprising vertically tensioning cables, the problem of which is that it must be attached to the foundation of the tower, which must therefore be equipped with suitable anchors Another problem is that the cables are attached to the wall only at the through-holes of the flanges of said wall, which means only partial contact with the wall, so that the reinforcement is rather weak
In addition, most of the cables stay inside the tower, outside the walls and are exposed to the air, affecting visuals in addition to the stress on the cables and the degradation problems caused by atmospheric wear and erosion that seriously affect their service life

Method used

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Examples

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Embodiment Construction

[0040] As shown in the accompanying drawings, a prefabricated modular tower 4 is the subject of the invention and basically comprises a small number of conical sections 1, 2, 3, each of which passes in turn through a small number of preferably reinforced concrete The produced identical prefabricated modular elements 6, 7, 8 are laterally joined together. In an example of a preferred embodiment, the tower 4 is divided into three conical sections 1 , 2, 3 each having a height of about 30 to 35 m, so that the total tower height is about 100 m. In this example of preferred embodiment, the lower part 1 is formed by five identical prefabricated modular elements 6 placed next to each other; the middle part 2 is formed by a further five identical prefabricated modular elements 7 also placed next to each other, but with Smaller than the diameter of the aforementioned prefabricated modular elements 6 ; the upper part 3 is formed by only three prefabricated modular elements 8 identical t...

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Abstract

Prefabricated modular tower of the kind used as a support for wind generators and other applications, characterised in that it uses reduced-thickness prefabricated elements, reinforced with an internal structure of horizontal and vertical stiffeners, preferably made of reinforced concrete; said elements being tensioned both horizontally and vertically by means of flexible metal cables. The main advantages of the invention presented are that it enables fast construction of very high towers using a limited number of elements and that these elements are not heavy and are easy to transport, all of which leads to savings in manufacturing, transport and installation costs.

Description

technical field [0001] As the title indicates, this description relates to a prefabricated modular tower for use as a support for wind turbines and other equipment, characterized in that it uses prefabricated elements of reduced thickness, preferably made of reinforced concrete, utilizing horizontal and vertical stiffeners; said elements are tensioned horizontally and vertically by means of flexible metal cables. Background technique [0002] There are currently many types of generators driven by the wind, which are also called wind turbines. These generators consist of a turbine with attached blades, which is supported on a tower. [0003] Most of the more commonly used generator support towers are metallic and have either a lattice structure or a cylindrical or hollow conical shape. These types of towers have a series of problems, among which we will mention the need for frequent maintenance through anti-rust treatment or painting, due to material fatigue (because they h...

Claims

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Application Information

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IPC IPC(8): E04H12/12E04H12/16F03D11/04
CPCE04H12/16F05B2240/912Y10S416/06E04H12/12F03D11/04Y02E10/728F03D13/20Y02P70/50Y02E10/72
Inventor 热苏斯·蒙塔内尔·弗拉盖安东尼奥·里卡多·玛丽·贝尔纳特
Owner STRUCTURAL CONCRETE & STEEL
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