WO2001040585A1 - Structure de fondations et erection de tours - Google Patents

Structure de fondations et erection de tours Download PDF

Info

Publication number
WO2001040585A1
WO2001040585A1 PCT/ZA2000/000234 ZA0000234W WO0140585A1 WO 2001040585 A1 WO2001040585 A1 WO 2001040585A1 ZA 0000234 W ZA0000234 W ZA 0000234W WO 0140585 A1 WO0140585 A1 WO 0140585A1
Authority
WO
WIPO (PCT)
Prior art keywords
tower
base
foundation
foundation structure
housing
Prior art date
Application number
PCT/ZA2000/000234
Other languages
English (en)
Inventor
Paul Michael Brosnihan
Original Assignee
Brosnihan, Gail, Anne
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 Brosnihan, Gail, Anne filed Critical Brosnihan, Gail, Anne
Priority to AU23021/01A priority Critical patent/AU2302101A/en
Publication of WO2001040585A1 publication Critical patent/WO2001040585A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/20—Side-supporting means therefor, e.g. using guy ropes or struts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01Q—ANTENNAS, i.e. RADIO AERIALS
    • H01Q1/00—Details of, or arrangements associated with, antennas
    • H01Q1/12—Supports; Mounting means
    • H01Q1/1242—Rigid masts specially adapted for supporting an aerial

Definitions

  • This invention relates generally to the erection of a tower and more particularly is
  • a tower for use in a cellular network is, to the applicant's knowledge, normally erected on
  • the amount of concrete required is substantial and a time penalty is incurred while the
  • the invention provides a foundation structure for a tower which includes a plurality of piles,
  • each pile including a passage which extends into the ground and which is filled with a
  • settable material and at least one anchor located in the passage and embedded in the settable material, and a base which is secured to the anchor.
  • the settable material is preferably concrete.
  • Each anchor may have a respective fastener secured to it and the fastener may be used
  • the base may be made of any suitable material and in any appropriate way but,
  • Fixing means may extend from an upper surface of the upper steel plate and the fixing
  • means may be secured to a leg of a tower.
  • the base is made from concrete, which is precast or
  • Fixing means may extend from the concrete
  • the anchor may be a rod or a cable or any appropriate elongate member which possesses
  • the cable may have a
  • the ground engaging member secured to it.
  • the ground engaging member may provide an
  • the invention also extends to a tower which has at least three legs, each leg being fixed
  • a container or housing is straddled by the legs of the tower.
  • the tower legs extend from within a container or
  • the legs are an integral part of the housing.
  • the housing may contain communications apparatus of any suitable kind used for making
  • the invention provides a communication structure which
  • each tower leg being fixed to a respective
  • the invention also extends to a method of forming a foundation structure for a tower which
  • each passage having a respective anchor located therein, embedded
  • the base comprises a concrete slab which may be pre-cast, under controlled factory conditions.
  • Figure 1 is a view in perspective of a foundation structure according to one form of the
  • Figure 2 is a side view of the structure of Figure 1 illustrating the manner in which a leg
  • Figure 3 is a view similar to Figure 2 of an alternative arrangement according to the
  • Figure 4 is a plan view, somewhat simplified, of foundation structures for legs of a tower
  • Figure 5 shows a different foundation structure according to the invention
  • Figure 6 is a perspective plan view of a housing or container used in the erection of a
  • Figure 7 is a perspective view of a communication structure according to the invention.
  • Figure 8 shows a different view of a communication structure according to the invention
  • FIG. 1 of the accompanying drawings illustrates a foundation structure 10 according to
  • holes 12A, 12B, 12C and 12D respectively are drilled into the ground to a desired depth which depends on prevailing geological conditions and which,
  • each hole is circular in cross section
  • settable material of any suitable kind eg. a resin but preferably concrete 16 of an
  • Each concrete filled hole with its embedded steel rod thus forms a robust pile to act as a
  • a preformed base 18 is then placed over the rods.
  • the base has a lower plate 20, an
  • the plates are formed with holes 26 and the
  • Figure 2 illustrates the structure of Figure 1 from the side, and a lower end of a leg 30 of
  • a tower not shown, which has a plate 32 fixed to it.
  • the plate has holes 34 and bolts 36
  • the bolts 36 can be extended, as is indicated by means of a dotted line 40 so that, in each case, the bolt extends through the
  • the tower can be erected. Substantial time is saved therefor in the erection of
  • FIG. 3 illustrates a variation of the invention.
  • a foundation structure 10A is
  • a hole 12 is initially bored into the ground to a desired depth.
  • the member 54 can pivot in a way which allows the lower end of the cable to
  • the member 54 pivots about the point 56 and digs into the wall of the hole.
  • the magnitude of the force is determined by means of a stressing arrangement engaged with an upper end of the cable.
  • the Figure 3 arrangement further shortens the time which is required before a tower can
  • Figure 4 illustrates, in plan, three foundation structures 10A, 10B and 10C respectively
  • Each foundation structure is
  • a respective base 18A, 18B and 18C is positioned at, and engaged with, each
  • each base upwardly from each base and support a centrally positioned tower (not shown).
  • drilled in the ground can be varied and the cross sectional size, length and inclination of
  • each hole can be changed.
  • the nature of the base plate can also be varied according to requirement.
  • Figure 5 illustrates in perspective and partly cut away a foundation structure 70 according to another form of the invention.
  • the steel base 18 shown in Figure 1 is dispensed with
  • the concrete base is cast in situ or, preferably,
  • the base is precast under factory conditions.
  • the base is suitable reinforced by means of a lattice
  • the base is anchored to the ground in the same way as what has been described in
  • the slab is fairly massive and typically has a mass of between 1000kg and 2000kg.
  • a plurality of bolts 74 are embedded in the concrete slab and extend upwardly at
  • a base plate 76 of a tower leg 78 is directly secured to the bolts
  • nuts 80 which are threadedly engaged with the bolts.
  • Figure 6 illustrates, in a perspective plan view, an interior of a container or housing 90
  • the housing 90 is manufactured according to
  • container is filled with communication equipment under controlled conditions at a factory
  • the container is divided into two compartments 92 and 94 respectively
  • doors 96 and 98 are installed to provide access to the compartments.
  • compartment 92 in this example, has four substantial corner structures formed, in each
  • FIG. 7 illustrates a communication structure 110 according to the invention which
  • FIG. 1 includes a mast or tower 112 erected over a container 90 of the type shown in Figure 6 which in turn is positioned over four foundation structures 70, each of the kind shown in Figure 5, although in Figure 7 only three of the foundation structures are visible.
  • the foundation structures 70 are constructed at predetermined positions in the manner
  • the container 90 is
  • the tower 112 which is formed from a lattice arrangement of prefabricated sections is then
  • screens or bill boards 114 are attached to the tower 112 for advertising or display purposes.
  • the compartments 92 and 94 in the container are filled with communication equipment, standby electric generators and the like, according to requirement.
  • container 90 is packed with the equipment which is necessary for erecting the tower 112 and with the communications equipment.
  • the container prepacked at a controlled factory
  • the foundation structures have set the container is manoeuvred into position, as is shown
  • the tower 112 is erected. Construction time is substantially reduced, compared to conventional construction techniques.
  • FIG. 8 illustrates a further variation of the invention wherein a mast or tower 120 is
  • foundation structures 128 which may be of the type shown in Figure
  • the container 126 houses communication equipment which can be accessed through a door 130.
  • the tower can be constructed so

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (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)

Abstract

La présente invention concerne une structure de fondations comprenant une base en béton armé (72), une pluralité de pieux (74) s'étendant vers le haut à partir de la base, et une pluralité d'éléments d'ancrage (12) dont les extrémités supérieures sont fixées à la base et les extrémités inférieures s'étendent vers le bas en étant noyées dans un matériau durcissable dans des trous respectifs dans le sol.
PCT/ZA2000/000234 1999-11-30 2000-11-27 Structure de fondations et erection de tours WO2001040585A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU23021/01A AU2302101A (en) 1999-11-30 2000-11-27 Foundation structure and erection of towers

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ZA99/7390 1999-11-30
ZA997390 1999-11-30

Publications (1)

Publication Number Publication Date
WO2001040585A1 true WO2001040585A1 (fr) 2001-06-07

Family

ID=25588018

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ZA2000/000234 WO2001040585A1 (fr) 1999-11-30 2000-11-27 Structure de fondations et erection de tours

Country Status (2)

Country Link
AU (1) AU2302101A (fr)
WO (1) WO2001040585A1 (fr)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002056411A2 (fr) * 2001-01-11 2002-07-18 Udo Paul Topka Installation pour communications sans fil
FR2821232A1 (fr) * 2001-02-16 2002-08-23 Consulting A Module et construction prefabriquees pour la realisation de sites techniques
EP1286412A2 (fr) * 2001-08-13 2003-02-26 Ulrich Carthäuser Mât d'antenne
FR2846676A1 (fr) * 2002-11-05 2004-05-07 Eurl Midi Pyrenees Antennes Fondations d'un pylone ou similaire
WO2004057113A1 (fr) * 2002-12-19 2004-07-08 Rautaruukki Oyj Fondations d'une tour a contrainte transversale
FR2851637A1 (fr) * 2003-02-21 2004-08-27 Georges Pascal Morabito Dispositif modulaire destine a assurer la stabilite d'un objet soumis a des forces horizontales ayant tendance a le renverser (vent par exemple)
WO2005012651A1 (fr) * 2003-07-29 2005-02-10 Strongforce Pty Ltd Fondations en beton arme
WO2006018590A2 (fr) * 2004-08-12 2006-02-23 Societe Centrale D'etudes Et De Realisations Routieres Scetauroute Dispositif et procede de renforcement d'une fondation de pylone
WO2007141376A1 (fr) * 2006-06-02 2007-12-13 Rautaruukki Oyj Dispositif de construction de fondations
WO2008119878A1 (fr) * 2007-03-30 2008-10-09 Rautaruukki Oyj Agencement de fondation
EP2064393A2 (fr) * 2006-09-21 2009-06-03 Ahmed M. Phuly Système de fondation modulaire partiellement préfabriqué
GR20100100336A (el) * 2010-06-11 2012-01-31 Λασκαρης Παναγιωτης Αβε Ανωνυμος Βιομηχανικη Εταιρεια Εμαγιε Και Ηλεκτροστατικης Βαφης, Συστημα ασφαλους αγκυρωσης ιστου κεραιας κινητης τηλεφωνιας σε πασης φυσεως εδαφος
EP2733285A1 (fr) * 2012-11-20 2014-05-21 Wolfgang Ebner Station de radio
CN104266631A (zh) * 2014-10-17 2015-01-07 国家电网公司 电力塔倾斜监测装置
ITRM20130590A1 (it) * 2013-10-25 2015-04-26 Logipat S R L Struttura di rinforzo per strutture porta antenne e/o parabole integrate sullo shelter, prodotti utilizzati nel settore delle telecomunicazioni
JP2015105539A (ja) * 2013-11-29 2015-06-08 首都高速道路株式会社 既製柱とフーチングの接合構造
CN109057497A (zh) * 2018-08-22 2018-12-21 国网内蒙古东部电力有限公司经济技术研究院 一种防冻胀杆塔

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1198284A (fr) * 1958-06-24 1959-12-07 Elek Zitats Actien Ges Vorm W Procédé d'exécution de fondations en béton pour pylônes de lignes électriques,poteaux d'angle et analogues
DE2033730A1 (fr) * 1969-09-05 1971-03-11
FR2395378A1 (fr) * 1977-06-23 1979-01-19 Gueguen Michel Procede de realisation de fondations notamment pour pylones
JPS61257538A (ja) * 1985-05-10 1986-11-15 Tsuguhiko Watanabe 地上立設物支持用基礎及びその設置方法
DE3812270C1 (en) * 1988-04-13 1989-05-11 Suedwestfunk, Anstalt Des Oeffentlichen Rechts, 7570 Baden-Baden, De Antenna array
US5437519A (en) * 1992-08-26 1995-08-01 Roger Bullivant Of Texas, Inc. Piles and pile forming methods
FR2719327A1 (fr) * 1994-04-28 1995-11-03 Sagem Système de fixation au sol de mobilier urbain ou rural, en particulier pour voie de circulation automobile.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1198284A (fr) * 1958-06-24 1959-12-07 Elek Zitats Actien Ges Vorm W Procédé d'exécution de fondations en béton pour pylônes de lignes électriques,poteaux d'angle et analogues
DE2033730A1 (fr) * 1969-09-05 1971-03-11
FR2395378A1 (fr) * 1977-06-23 1979-01-19 Gueguen Michel Procede de realisation de fondations notamment pour pylones
JPS61257538A (ja) * 1985-05-10 1986-11-15 Tsuguhiko Watanabe 地上立設物支持用基礎及びその設置方法
DE3812270C1 (en) * 1988-04-13 1989-05-11 Suedwestfunk, Anstalt Des Oeffentlichen Rechts, 7570 Baden-Baden, De Antenna array
US5437519A (en) * 1992-08-26 1995-08-01 Roger Bullivant Of Texas, Inc. Piles and pile forming methods
FR2719327A1 (fr) * 1994-04-28 1995-11-03 Sagem Système de fixation au sol de mobilier urbain ou rural, en particulier pour voie de circulation automobile.

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002056411A2 (fr) * 2001-01-11 2002-07-18 Udo Paul Topka Installation pour communications sans fil
WO2002056411A3 (fr) * 2001-01-11 2004-04-22 Udo Paul Topka Installation pour communications sans fil
FR2821232A1 (fr) * 2001-02-16 2002-08-23 Consulting A Module et construction prefabriquees pour la realisation de sites techniques
EP1286412A2 (fr) * 2001-08-13 2003-02-26 Ulrich Carthäuser Mât d'antenne
EP1286412A3 (fr) * 2001-08-13 2003-03-12 Ulrich Carthäuser Mât d'antenne
FR2846676A1 (fr) * 2002-11-05 2004-05-07 Eurl Midi Pyrenees Antennes Fondations d'un pylone ou similaire
WO2004057113A1 (fr) * 2002-12-19 2004-07-08 Rautaruukki Oyj Fondations d'une tour a contrainte transversale
FR2851637A1 (fr) * 2003-02-21 2004-08-27 Georges Pascal Morabito Dispositif modulaire destine a assurer la stabilite d'un objet soumis a des forces horizontales ayant tendance a le renverser (vent par exemple)
WO2004077609A1 (fr) * 2003-02-21 2004-09-10 Georges Morabito Dispositif modulaire destine a assurer la stabilite d'un objet soumis a des forces horizontales
WO2005012651A1 (fr) * 2003-07-29 2005-02-10 Strongforce Pty Ltd Fondations en beton arme
AU2006228556B2 (en) * 2003-07-29 2009-03-26 Ward Civil & Environmental Engineering Pty Ltd Reinforced concrete foundations
WO2006018590A2 (fr) * 2004-08-12 2006-02-23 Societe Centrale D'etudes Et De Realisations Routieres Scetauroute Dispositif et procede de renforcement d'une fondation de pylone
WO2006018590A3 (fr) * 2004-08-12 2006-06-01 Scerer Dispositif et procede de renforcement d'une fondation de pylone
US7993079B2 (en) 2004-08-12 2011-08-09 Societe Centrale D'etudes Et De Realisations Routieres Scetauroute Device and method for a tower reinforcing foundation
WO2007141376A1 (fr) * 2006-06-02 2007-12-13 Rautaruukki Oyj Dispositif de construction de fondations
EP2024575A1 (fr) * 2006-06-02 2009-02-18 Rautaruukki OYJ Dispositif de construction de fondations
EP2024575A4 (fr) * 2006-06-02 2010-01-13 Rautaruukki Oyj Dispositif de construction de fondations
EP2064393A2 (fr) * 2006-09-21 2009-06-03 Ahmed M. Phuly Système de fondation modulaire partiellement préfabriqué
EP2064393A4 (fr) * 2006-09-21 2009-12-30 Ahmed Phuly Engineering & Cons Système de fondation modulaire partiellement préfabriqué
WO2008119878A1 (fr) * 2007-03-30 2008-10-09 Rautaruukki Oyj Agencement de fondation
GR20100100336A (el) * 2010-06-11 2012-01-31 Λασκαρης Παναγιωτης Αβε Ανωνυμος Βιομηχανικη Εταιρεια Εμαγιε Και Ηλεκτροστατικης Βαφης, Συστημα ασφαλους αγκυρωσης ιστου κεραιας κινητης τηλεφωνιας σε πασης φυσεως εδαφος
EP2733285A1 (fr) * 2012-11-20 2014-05-21 Wolfgang Ebner Station de radio
ITRM20130590A1 (it) * 2013-10-25 2015-04-26 Logipat S R L Struttura di rinforzo per strutture porta antenne e/o parabole integrate sullo shelter, prodotti utilizzati nel settore delle telecomunicazioni
JP2015105539A (ja) * 2013-11-29 2015-06-08 首都高速道路株式会社 既製柱とフーチングの接合構造
CN104266631A (zh) * 2014-10-17 2015-01-07 国家电网公司 电力塔倾斜监测装置
CN109057497A (zh) * 2018-08-22 2018-12-21 国网内蒙古东部电力有限公司经济技术研究院 一种防冻胀杆塔
CN109057497B (zh) * 2018-08-22 2019-07-26 国网内蒙古东部电力有限公司经济技术研究院 一种防冻胀杆塔

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