HRP20170901T1 - Ribbed foundation for superstructures and method for producing the foundation - Google Patents

Ribbed foundation for superstructures and method for producing the foundation Download PDF

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Publication number
HRP20170901T1
HRP20170901T1 HRP20170901TT HRP20170901T HRP20170901T1 HR P20170901 T1 HRP20170901 T1 HR P20170901T1 HR P20170901T T HRP20170901T T HR P20170901TT HR P20170901 T HRP20170901 T HR P20170901T HR P20170901 T1 HRP20170901 T1 HR P20170901T1
Authority
HR
Croatia
Prior art keywords
foundation
superstructures
ribs
ribbed
superstructures according
Prior art date
Application number
HRP20170901TT
Other languages
Croatian (hr)
Inventor
Cesar Abad Huber
Jorge Franco Rey
Original Assignee
Gestamp Hybrid Towers S.L.
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
Priority claimed from ES201230877A external-priority patent/ES2388161B1/en
Priority claimed from ES201330083A external-priority patent/ES2406390B1/en
Application filed by Gestamp Hybrid Towers S.L. filed Critical Gestamp Hybrid Towers S.L.
Publication of HRP20170901T1 publication Critical patent/HRP20170901T1/en

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Classifications

    • 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/016Flat foundations made mainly from prefabricated concrete elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/02Flat foundations without substantial excavation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/08Reinforcements for flat foundations
    • 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
    • E02D27/425Foundations for poles, masts or chimneys specially adapted for wind motors masts

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Claims (12)

1. Rebrasti temelj za superstrukture, karakteriziran oblikovanjem pomoću gornje prenapregnute betonske podloge (1) koja ima poligonalni ili kružni tlocrt i koji je načinjen krutim na dnu pomoću radijalnih prenapregnutih betonskih rebara (2) pravokutnog presjeka koji se izdiže iz središnje jezgre (7).1. Ribbed foundation for superstructures, characterized by forming by means of an upper prestressed concrete base (1) having a polygonal or circular plan and made rigid at the bottom by means of radial prestressed concrete ribs (2) of rectangular section rising from a central core (7). 2. Rebrasti temelj za superstrukture u skladu s prethodnim patentnim zahtjevom, gdje su prenapregnuta betonska rebra (2) trapezoidnog poprečnog presjeka i šira na svojim gornjim dijelovima u dodiru s podlogom (1) kako bi iskoristila iskopine nasipa kao trajnu oplatu, povećavajući otporni odjeljak betona.2. Ribbed foundation for superstructures according to the preceding patent claim, where the prestressed concrete ribs (2) of trapezoidal cross-section and wider at their upper parts are in contact with the base (1) to use the embankment excavations as a permanent formwork, increasing the resisting section of the concrete . 3. Rebrasti temelj za superstrukture u skladu s patentnim zahtjevom 1 ili 2, gdje rebra od prenapregnutog betona (2) imaju stalni ili varijabilni rub, bilo stepenasti rub (5) ili rub koji ima stalni nagib, navedeni nagib se smanjuje s udaljavanjem od središta podloge (1).3. Ribbed foundation for superstructures according to claim 1 or 2, wherein the prestressed concrete ribs (2) have a constant or variable edge, either a stepped edge (5) or an edge having a constant slope, said slope decreasing with distance from the center substrates (1). 4. Rebrasti temelj za superstrukture u skladu s bilo kojim prethodnim patentnim zahtjevom, nadalje sadrži serije nosača ispod ukrućujućih rebara (2).4. A ribbed foundation for superstructures according to any preceding claim, further comprising a series of supports below the stiffening ribs (2). 5. Rebrasti temelj za superstrukture u skladu s bilo kojim prethodnim patentnim zahtjevom, nadalje sadrži stupce šljunka ispod ukrućujućih rebara zbog poboljšavanja zemljišta.5. A ribbed foundation for superstructures according to any preceding claim, further comprising gravel columns below the stiffening ribs for ground improvement. 6. Rebrasti temelj za superstrukture u skladu s bilo kojim prethodnim patentnim zahtjevom, gdje su ukrućujuća rebra (2) potpuno montažna, opskrbljena izbačenim ojačanjima za spajanje s podlogom (1) ugrađenim „in situ“.6. A ribbed foundation for superstructures according to any preceding claim, wherein the stiffening ribs (2) are fully prefabricated, provided with extruded reinforcements for connection to the base (1) installed "in situ". 7. Rebrasti temelj za superstrukture u skladu s bilo kojim prethodnim patentnim zahtjevom, gdje su ukrućujuća rebra (2) načinjena pomoću polu-montažnih elemenata, kao što su dijelovi s dvostrukom stijenkom, na primjer.7. Ribbed foundation for superstructures according to any preceding claim, wherein the stiffening ribs (2) are made by means of semi-prefabricated elements, such as double-walled parts, for example. 8. Rebrasti temelj za superstrukture u skladu s bilo kojim prethodnim patentnim zahtjevom, gdje gornja betonska podloga (1) sadrži prvi dio koji prekriva središnju jezgru (7) rebara (2).8. Ribbed foundation for superstructures according to any preceding claim, wherein the upper concrete base (1) comprises a first part covering the central core (7) of the ribs (2). 9. Rebrasti temelj za superstrukture u skladu s patentnim zahtjevom 8, gdje gdje gornja betonska podloga (1) nadalje sadrži obodni prstenasti drugi dio (6) odvojen od navedenog prvog dijela i koji povezuje vanjske krajeve rebara (2).9. Ribbed foundation for superstructures according to patent claim 8, where the upper concrete base (1) further comprises a peripheral annular second part (6) separated from said first part and which connects the outer ends of the ribs (2). 10. Rebrasti temelj za superstrukture u skladu s bilo kojim prethodnim patentnim zahtjevom, gdje središnja jezgra (7) ima oblik šupljeg cilindra.10. Ribbed foundation for superstructures according to any preceding claim, wherein the central core (7) has the shape of a hollow cylinder. 11. Metoda za proizvodnju temelja za superstrukture, karakterizirana na način da obuhvaća korake: - iskopavanja zemljišta zbog oblikovanja šupljine oblika koji je komplementaran s elementom temelja u skladu s bilo kojim od patentnih zahtjeva 1 do 10 - izgradnja ojačanja u iskopanoj šupljini koje prekriva otvor podloge (1) i ojačavajućih rebara (2) - izlijevanje betona u navedenu šupljinu iskopanu u zemljištu i u koji su postavljena ojačanja.11. A method for manufacturing foundations for superstructures, characterized by comprising the steps of: - excavation of land due to the formation of a cavity of a shape that is complementary to the element of the foundation in accordance with any of the patent claims 1 to 10 - construction of reinforcement in the excavated cavity that covers the opening of the substrate (1) and reinforcing ribs (2) - pouring concrete into the said cavity dug in the ground and in which the reinforcements are placed. 12. Metoda za proizvodnju temelja za superstrukture u skladu s patentnim zahtjevom 11, gdje je mnoštvo šljunčanih stupaca ili nosača postavljeno ispod ojačavajučih rebara elementa temelja.12. A method for producing foundations for superstructures according to claim 11, wherein a plurality of gravel columns or supports are placed under the reinforcing ribs of the foundation element.
HRP20170901TT 2012-06-06 2017-06-13 Ribbed foundation for superstructures and method for producing the foundation HRP20170901T1 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
ES201230877A ES2388161B1 (en) 2012-06-06 2012-06-06 Ribbed superstructure foundation and foundation completion procedure
ES201330083A ES2406390B1 (en) 2013-01-25 2013-01-25 Improvements in ribbed foundation superstructure and foundation completion procedure
EP13800718.2A EP2886723B1 (en) 2012-06-06 2013-06-06 Ribbed foundation for superstructures and method for producing the foundation
PCT/ES2013/070367 WO2013182728A1 (en) 2012-06-06 2013-06-06 Ribbed foundation for superstructures and method for producing the foundation

Publications (1)

Publication Number Publication Date
HRP20170901T1 true HRP20170901T1 (en) 2017-10-20

Family

ID=49711456

Family Applications (1)

Application Number Title Priority Date Filing Date
HRP20170901TT HRP20170901T1 (en) 2012-06-06 2017-06-13 Ribbed foundation for superstructures and method for producing the foundation

Country Status (13)

Country Link
US (1) US20150121784A1 (en)
EP (1) EP2886723B1 (en)
CN (1) CN104603367B (en)
AU (1) AU2013273463B2 (en)
CA (1) CA2875927A1 (en)
CL (1) CL2014003338A1 (en)
DK (1) DK2886723T3 (en)
HR (1) HRP20170901T1 (en)
MX (1) MX349972B (en)
PL (1) PL2886723T3 (en)
PT (1) PT2886723T (en)
WO (1) WO2013182728A1 (en)
ZA (1) ZA201409032B (en)

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JP6436256B1 (en) * 2017-07-04 2018-12-12 株式会社タケウチ建設 Building basic structure and construction method
US11283395B2 (en) 2018-03-23 2022-03-22 Nextracker Inc. Multiple actuator system for solar tracker
JP6685560B2 (en) * 2018-05-28 2020-04-22 中村物産有限会社 Foundation structure for wind power generator
US11387771B2 (en) 2018-06-07 2022-07-12 Nextracker Llc Helical actuator system for solar tracker
AT522250A1 (en) * 2019-02-28 2020-09-15 Holcim Technology Ltd Foundation for a wind turbine
US11050383B2 (en) 2019-05-21 2021-06-29 Nextracker Inc Radial cam helix with 0 degree stow for solar tracker
JP6868301B1 (en) * 2019-12-02 2021-05-12 株式会社タケウチ建設 Foundation structure of a building and its construction method

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Also Published As

Publication number Publication date
MX349972B (en) 2017-08-23
ZA201409032B (en) 2015-12-23
CN104603367A (en) 2015-05-06
PT2886723T (en) 2017-06-08
MX2014014991A (en) 2015-11-06
EP2886723A1 (en) 2015-06-24
EP2886723B1 (en) 2017-03-15
US20150121784A1 (en) 2015-05-07
AU2013273463A1 (en) 2015-01-22
PL2886723T3 (en) 2017-10-31
CL2014003338A1 (en) 2015-07-24
EP2886723A4 (en) 2016-11-16
AU2013273463B2 (en) 2017-06-15
CN104603367B (en) 2018-02-13
DK2886723T3 (en) 2017-06-19
CA2875927A1 (en) 2013-12-12
WO2013182728A1 (en) 2013-12-12

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