WO2005068730A1 - Self-stable prefabricated foundation for towers - Google Patents

Self-stable prefabricated foundation for towers Download PDF

Info

Publication number
WO2005068730A1
WO2005068730A1 PCT/PT2005/000002 PT2005000002W WO2005068730A1 WO 2005068730 A1 WO2005068730 A1 WO 2005068730A1 PT 2005000002 W PT2005000002 W PT 2005000002W WO 2005068730 A1 WO2005068730 A1 WO 2005068730A1
Authority
WO
WIPO (PCT)
Prior art keywords
base
tower
pieces
assembly
steel
Prior art date
Application number
PCT/PT2005/000002
Other languages
English (en)
French (fr)
Inventor
Joaquim Augusto Martins Nogueira De Almeida
Original Assignee
Proconsultores-Engenharia E Arquitectura, Lda
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Proconsultores-Engenharia E Arquitectura, Lda filed Critical Proconsultores-Engenharia E Arquitectura, Lda
Priority to BRPI0506463-5A priority Critical patent/BRPI0506463A/pt
Priority to EP05704670A priority patent/EP1716294A1/en
Publication of WO2005068730A1 publication Critical patent/WO2005068730A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys

Definitions

  • the present invention relates to foundations for towers in general and in particular for telecommunications towers, radar towers and similar applications.
  • the execution of telecommunications networks comprises a series of telecommunications towers in such a way as to cover the areas that are intended to be covered and usually these towers, of varied dimensions, are installed in an open field.
  • Telecommunications companies need to set up telecommunications towers quickly due to the great growth of their own networks, as well as the fact that they have been having difficulties in obtaining the licences for the respective construction.
  • the tower the foundation is composed of 3 prefabricated reinforced concrete pieces, mounted side by side in the correct order and then assembled with 4 steel profiles. Afterwards, 2 identical groups of counterweights are put in place, on top of the steel profiles on each side of the tower place.
  • Figure 1 is a frontal view of the set of the tower with the base and the counterweight according to the present invention.
  • Figure 2 is a side view of the set of the tower with the base and the counterweight according to the present invention.
  • Figure 3 is a plan view of the levelled ground to set up the base and the electric grounding cables and connections
  • Figure 4 is a plan view of the 3 pieces that constitute the base with the infrastructures to pass all kinds of cables to the equipment connections inside the prefabricated concrete slabs. This figure also shows the location of the fixed bolts to fix the H200B steel profiles.
  • Figure 5 is a plan view with the steel profile structure that is incorporated inside of one of the prefabricated concrete pieces, and that secures the tower by means of the welded anchor bolts. This figure shows also the 4 steel profiles that are fixed to the 3 prefabricated slabs and assembled all together.
  • Figure 6 is a plan view of the site, the tower base with the steel profiles and the counterweights. We can also see the plan of the telecommunications tower, the outdoor type of electronic telecommunications equipment and the electric main board.
  • Figure 7 is a sectional view of the securing detail of the steel profiles that assemble the 3 base slabs.
  • the present invention refers to a tower foundation in general and in particular for telecommunications towers, radar towers and similar applications, which is quickly assembled, can be disassembled, transported to another location and reassembled.
  • the natural ground 1 must be levelled to horizontally mount the base 3.
  • the base 3 is a set of 3 pieces of prefabricated reinforced concrete with the dimensions of 5 m in length, 2.4 m in width and 0.2 m in thickness, but they can have other dimensions adapted to the engineering calculations, transport conditions, lifting conditions or site surface needed.
  • the base pieces are placed side by side in the correct sequence according to the location of the manhole boxes 7, the boxes for the electric grounding connections 8, the tubes inside of the concrete slabs for power cables 5, the tubes inside of the concrete slabs for telecommunications cables 6 and electric grounding cables 9, according to fig. 4.
  • the hole 18 that exists in the concrete base, fig. 4, is for the passage of the lightning protection cable from the tower to the grounding connection.
  • the base 3 has a thickness of 0.2 m in order to its top surface has an easy access from the outside ground to people and equipment .
  • the entire base after assembly defines the total site surface, which includes the tower 13 and telecommunication equipment 16, being its perimeter the location of the fence and access gate 14, also avoiding the need for fence post foundations .
  • the base slabs 3 are fixed by the concrete bolts 4 aligned according to the securing of the steel profiles 11. These bolts 4 are inserted according to the quantities expressed in fig. 4 and they exist to mobilize all the base slabs to the tower 13 loads, although location and quantities of the bolts depend on the structural calculations.
  • the steel profiles 11 are calculated in order to the loads of the tower be distributed to all site base. They are fixed with bolts 4, nails 22 and nuts 20 according to fig. 7.
  • the tower 13 can be any kind of type of tower, monopole, triangular or quadrangular, in steel, concrete or GRC (Glass fibre Reinforced Concrete) , and with different dimensions.
  • the solution for securing the base is adapted taking into consideration the structural calculations that will define the quantities and location of the anchor bolts 10, and the steel structure that goes inside of the concrete slab 19.
  • Figure 2 shows the ground levelling 1 with the implantation surface and the electric grounding cables 2 and the lightning protection cables.
  • the steel profile structure 19 is incorporated into the concrete and has the function of transferring the loads of the tower 13 through the anchor bolts 10 to the concrete slab. Its function is also to reduce the stresses / strains due to localized tower reactions and mobilize the stable weight of the counterweights through the steel profiles 4 and all the concrete slabs of the base 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
PCT/PT2005/000002 2004-01-19 2005-01-19 Self-stable prefabricated foundation for towers WO2005068730A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
BRPI0506463-5A BRPI0506463A (pt) 2004-01-19 2005-01-19 fundação pré-fabricada auto-estável para torres
EP05704670A EP1716294A1 (en) 2004-01-19 2005-01-19 Self-stable prefabricated foundation for towers

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PT103061 2004-01-19
PT10306104A PT103061A (pt) 2004-01-19 2004-01-19 Bases de torres, auto estaveis prefabricadas

Publications (1)

Publication Number Publication Date
WO2005068730A1 true WO2005068730A1 (en) 2005-07-28

Family

ID=34793498

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/PT2005/000002 WO2005068730A1 (en) 2004-01-19 2005-01-19 Self-stable prefabricated foundation for towers

Country Status (4)

Country Link
EP (1) EP1716294A1 (pt)
BR (1) BRPI0506463A (pt)
PT (1) PT103061A (pt)
WO (1) WO2005068730A1 (pt)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2319709A1 (es) * 2006-11-29 2009-05-11 Prefabricaciones Y Contratas, S.A. Estructura de soporte para dispositivos aerogeneradores.
CN102828917A (zh) * 2011-06-13 2012-12-19 华锐风电科技(集团)股份有限公司 风力发电机组塔筒
CN106522601A (zh) * 2016-09-13 2017-03-22 范广志 一种集成环保快装基站

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3812270C1 (en) * 1988-04-13 1989-05-11 Suedwestfunk, Anstalt Des Oeffentlichen Rechts, 7570 Baden-Baden, De Antenna array
FR2719411A1 (fr) * 1994-04-28 1995-11-03 Vergnaud Serge Procédé d'installation d'un élément d'affichage, ainsi qu'un élément d'affichage mettant en Óoeuvre un tel moyen de lestage.
US5531419A (en) * 1992-02-28 1996-07-02 Cue Dee Produktor Ab Mast base, especially for a temporarily erected mast
US20030021636A1 (en) * 2000-02-24 2003-01-30 Meir Silber Foundation for a tower and a method for its deployment on site
EP1367195A1 (en) * 2002-05-23 2003-12-03 Jeepson Techno Services LLC A floor plate

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3812270C1 (en) * 1988-04-13 1989-05-11 Suedwestfunk, Anstalt Des Oeffentlichen Rechts, 7570 Baden-Baden, De Antenna array
US5531419A (en) * 1992-02-28 1996-07-02 Cue Dee Produktor Ab Mast base, especially for a temporarily erected mast
FR2719411A1 (fr) * 1994-04-28 1995-11-03 Vergnaud Serge Procédé d'installation d'un élément d'affichage, ainsi qu'un élément d'affichage mettant en Óoeuvre un tel moyen de lestage.
US20030021636A1 (en) * 2000-02-24 2003-01-30 Meir Silber Foundation for a tower and a method for its deployment on site
EP1367195A1 (en) * 2002-05-23 2003-12-03 Jeepson Techno Services LLC A floor plate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2319709A1 (es) * 2006-11-29 2009-05-11 Prefabricaciones Y Contratas, S.A. Estructura de soporte para dispositivos aerogeneradores.
CN102828917A (zh) * 2011-06-13 2012-12-19 华锐风电科技(集团)股份有限公司 风力发电机组塔筒
CN106522601A (zh) * 2016-09-13 2017-03-22 范广志 一种集成环保快装基站

Also Published As

Publication number Publication date
PT103061A (pt) 2005-07-29
EP1716294A1 (en) 2006-11-02
BRPI0506463A (pt) 2007-02-21

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