• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Reinforcement of a tubular tower and implementation procedure. The invention is based on the fact that within the shaft (2) of a tubular tower (1), sets of inner reinforcing bars (3) are placed, supported on the foundation (4) in the lower part, distributed in the four quadrants, fixed by concrete (5) to the interior of the shaft (2) thus achieving a way of reinforcing all the sections of the shaft (2) of the tubular telecommunications towers, the electric tubular supports and the shafts of the advertising posters in height, that are subject to greater efforts and deviations, on the other hand the foundation of the tower (4) will be reinforced to be able to transmit the efforts to the ground that supports it, with a minimum weight and with the corresponding economic saving of material and installation costs, by not having to uninstall any existing element during the process, as well as the reduction of the environmental impact by not having to install more towers or supports for the same purpose. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2633136A1
    申请号:ES201630321
    申请日:2016-03-18
    公开日:2017-09-19
    发明作者:Alejandro HUERGA FERNANDEZ
    申请人:Alejandro HUERGA FERNANDEZ；
    IPC主号:
    专利说明:

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    (17) in the hole immediately above.
    Figure 9 shows a perspective view of the base section of the shaft (14) with an open section of ¼ where you can see the placement of the four central cores (6) and the bar planes (9) held by plates (12) each other and to the core crossbars
    (8) and the way of pouring the concrete (16) into the shaft (2) through the hole in the shaft (2) through which a tube (17) is introduced that allows the pouring of the concrete (16) into the section .
    Once the lower level of the upper hollow of the first level is reached, it will be covered with its corresponding lid and we will place ourselves on the upper hollow of the second level, and we will continue until completing the concreting of everything inside the shaft (2) of the tubular tower one). Base reinforcement procedure
    The reinforcement of the shaft (2) is accompanied by the base reinforcement of the tubular tower where the base plate (15) is welded to the shaft (2), as it is usually another weak element of the tubular towers (1).
    The reinforcement of the base consists in doubling the number of bolts of the tower, joining these new bolts to the existing ones by means of reinforcement plates (18). The new bolts will be joined jointly by mortar without retraction to the existing foundation at the site.
    Figure number 11 shows a reinforcement plate (18) of the base of the tower or column that allows the union of the existing bolts (20) that support the tower or the column with the new reinforcement bolts (21) that must be install to reinforce the base.
    An excavation will be carried out around the existing foundation, for this a ditch of the necessary depth and width will be carried out, which will be a function of the type of terrain.
    The extension of the foundation must be made in solidarity with the existing one, by means of steel bars that will be fastened with mortar without retraction. The number of bars will be sufficient to achieve continuity to both foundations.
    Figure 12 shows a plan of the reinforcement of the base of the tower or column where the reinforcement plates (18) of the base plate (15) described in Figure 11 are located, together with the joining rounds ( 19) from the existing foundation at the site to the new extension of the foundation and the corrugated steel mesh (22) of the assembly of said expansion.
    A reinforcement reinforcement will be added to this foundation extension consisting of a mesh arranged vertically next to each of the outer faces of the foundation extension, and horizontally, saving the shaft base hole of the shaft.
    Figure number 13 shows a section of the reinforcement of the base of the tower or column where you can see, the placement of the connecting rounds (19) of the existing foundation with the extension of this, the anchor bolts (20) existing at the site, the new reinforcement bolts (21), the mesh of the reinforcement (22) of the foundation expansion.
    权利要求:
    Claims (1)
    [1]
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    类似技术:
    公开号 | 公开日 | 专利标题
    ES2217289T3|2004-11-01|FOUNDATION WITH PILOTS WITHOUT VOLTAGE.
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    同族专利:
    公开号 | 公开日
    ES2633136B2|2018-01-09|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    GB653223A|1948-11-25|1951-05-09|Colcrete Ltd|Improvements in or relating to the reinforcement in situ of tapered tubular poles with concrete or grout|
    US4249837A|1978-11-03|1981-02-10|Heintzman GmbH & Co.|Method of and apparatus for supporting an overburden|
    JP2006138169A|2004-11-15|2006-06-01|Hiroyasu Minayoshi|Jig for positioning reinforcements in concrete electric-pole, reinforcing method for concrete electric-pole, and reinforced concrete electric-pole|
    EP2458094A1|2010-11-25|2012-05-30|Sinovel Wind Group Co., Ltd|Installing method for anchor cage and installing method for industrial equipment|
    ES1258581Y|2020-09-24|2021-03-12|Palma Manuel Tenllado|Reinforcement structure for tubular towers|
    法律状态:
    2017-01-02| FC2A| Grant refused|Effective date: 20161227 |
    2018-01-09| FG2A| Definitive protection|Ref document number: 2633136 Country of ref document: ES Kind code of ref document: B2 Effective date: 20180109 |
    2020-02-13| FD2A| Announcement of lapse in spain|Effective date: 20200213 |
    优先权:
    申请号 | 申请日 | 专利标题
    ES201630321A|ES2633136B2|2016-03-18|2016-03-18|REINFORCEMENT OF A TUBULAR TOWER AND IMPLEMENTATION PROCEDURE|ES201630321A| ES2633136B2|2016-03-18|2016-03-18|REINFORCEMENT OF A TUBULAR TOWER AND IMPLEMENTATION PROCEDURE|
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