BR9814117A - Método de fabricação de um produto de concreto oblongo reforçado para propósitos de suporte de carga longitudinal, e uma estaca conduzida - Google Patents

Método de fabricação de um produto de concreto oblongo reforçado para propósitos de suporte de carga longitudinal, e uma estaca conduzida

Info

Publication number
BR9814117A
BR9814117A BR9814117-1A BR9814117A BR9814117A BR 9814117 A BR9814117 A BR 9814117A BR 9814117 A BR9814117 A BR 9814117A BR 9814117 A BR9814117 A BR 9814117A
Authority
BR
Brazil
Prior art keywords
manufacturing
oblong
longitudinal load
concrete product
reinforced concrete
Prior art date
Application number
BR9814117-1A
Other languages
English (en)
Inventor
Peter Cornelis Peters
Original Assignee
Peter Cornelis Peters
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 Peter Cornelis Peters filed Critical Peter Cornelis Peters
Publication of BR9814117A publication Critical patent/BR9814117A/pt

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/58—Prestressed concrete piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E02D2300/0034—Steel; Iron in wire form
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0054—Including fibers made from plastic
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0065—Including fibers made from textile
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0068—Including fibers made from carbon
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

Patente de Invenção: <B>"MéTODO DE FABRICAçãO DE UM PRODUTO DE CONCRETO OBLONGO REFORçADO PARA PROPóSITOS DE SUPORTE DE CARGA LONGITUDINAL, E UMA ESTACA CONDUZIDA"<D>. A invenção refere-se a um método de fabricação de um produto de concreto oblongo reforçado para propósitos de suporte de carga longitudinal, em particular, uma estaca conduzida. De acordo com a presente invenção fibras de reforço são utilizadas para impedir a quebra do concreto devido a forças radiais as quais ocorrem durante a condução, e a composição do concreto é provida com as ditas fibras de reforço antes que a composição de concreto seja aplicada no arame de reforço. Este método reduz a quantidade de trabalho pesado e de custo. A invenção também refere-se a uma estaca conduzida que compreende fibras de reforço.
BR9814117-1A 1997-11-07 1998-11-06 Método de fabricação de um produto de concreto oblongo reforçado para propósitos de suporte de carga longitudinal, e uma estaca conduzida BR9814117A (pt)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1007476A NL1007476C2 (nl) 1997-11-07 1997-11-07 Werkwijze voor het vervaardigen van een gewapend langwerpig in lengterichting belastbaar betonproduct, en een heipaal.
PCT/NL1998/000643 WO1999024676A1 (en) 1997-11-07 1998-11-06 Method of manufacturing a reinforced oblong concrete product for longitudinal load-bearing purposes, and a driven pile

Publications (1)

Publication Number Publication Date
BR9814117A true BR9814117A (pt) 2000-10-03

Family

ID=19765975

Family Applications (1)

Application Number Title Priority Date Filing Date
BR9814117-1A BR9814117A (pt) 1997-11-07 1998-11-06 Método de fabricação de um produto de concreto oblongo reforçado para propósitos de suporte de carga longitudinal, e uma estaca conduzida

Country Status (12)

Country Link
US (1) US6652791B1 (pt)
EP (1) EP1029133B1 (pt)
CN (1) CN1285804C (pt)
AT (1) ATE222624T1 (pt)
AU (1) AU1178899A (pt)
BR (1) BR9814117A (pt)
CA (1) CA2309161C (pt)
DE (1) DE69807352T2 (pt)
DK (1) DK1029133T3 (pt)
MY (1) MY120556A (pt)
NL (1) NL1007476C2 (pt)
WO (1) WO1999024676A1 (pt)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107639731A (zh) * 2017-08-11 2018-01-30 汤始建华建材（苏州）有限公司 一种纵向承载混凝土桩的制造方法

Family Cites Families (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB673015A (en) * 1948-10-01 1952-05-28 Schroeder Werner Improvements in the manufacture of reinforced concrete elements
US3146508A (en) * 1959-11-03 1964-09-01 Henry A Berliner Apparatus for extruding reinforced members
US3150428A (en) * 1962-07-02 1964-09-29 Concrete Technology Corp Apparatus for the continuous casting of hollow concrete bodies
US3181222A (en) * 1962-09-27 1965-05-04 Percy W Palmer Machine for manufacture of prestressed concrete conduit
US3200177A (en) * 1963-04-04 1965-08-10 Clarence Riegel Method of forming concrete articles and slip forming machine therefor
GB1009582A (en) * 1963-08-21 1965-11-10 Richard Lees Ltd Improvements in or relating to prestressed concrete
US3382680A (en) * 1965-09-21 1968-05-14 Nippon Concrete Ind Co Ltd Prestressed concrete pile sections
US3605217A (en) * 1968-10-21 1971-09-20 Ernest Martens Pile extruder
GB1454050A (en) * 1974-02-11 1976-10-27 Spiroll Corp Ltd Pile extruder
US4132082A (en) * 1975-05-04 1979-01-02 Stanley Merjan Piling
US4293242A (en) * 1977-04-29 1981-10-06 Stanley Merjan Piles
US4297414A (en) * 1978-07-07 1981-10-27 Mitsui Petrochemical Industries, Ltd. Reinforcing material for hydraulic substances and method for the production thereof
JPS5854211B2 (ja) * 1979-10-31 1983-12-03 日本サミコン株式会社 ねじり貫入式ｐｃらせん杭
JPS60151264A (ja) * 1984-01-19 1985-08-09 株式会社イナックス 金属繊維補強水硬性物質押出成形体およびその製法
DE3827703A1 (de) * 1988-08-16 1990-02-22 Bilfinger Berger Bau Tragelemente zur bildung von gruendungskoerpern
JPH02285108A (ja) * 1989-04-26 1990-11-22 Asao Fujiki 木質繊維鋼屑セメント混練強化中空杭の製造
JP2673208B2 (ja) * 1990-07-31 1997-11-05 石川島建材工業株式会社 繊維補強コンクリート製品の製造方法
GB9107672D0 (en) * 1991-04-11 1991-05-29 Roxbury Ltd Improvements in or relating to piles
JPH0774498B2 (ja) * 1992-03-24 1995-08-09 株式会社アスク研究所 場所打ちコンクリート杭の形成方法
AU4366993A (en) * 1992-06-17 1994-01-04 Sture Backman Wall panel and method and device for manufacturing this panel
CA2112934A1 (en) * 1993-01-21 1994-07-22 Robert Hugo Jacob Over Reinforcement fibre for reinforcing concrete
US5680735A (en) * 1995-03-08 1997-10-28 Bates; Gary Grant Modular buiding system
FI109982B (fi) * 1999-05-21 2002-11-15 Valkeakoski Extec Oy Ltd Menetelmä ja laite betonituotteen valmistamiseksi sekä betonituote

Also Published As

Publication number Publication date
US6652791B1 (en) 2003-11-25
CA2309161A1 (en) 1999-05-20
NL1007476C2 (nl) 1999-05-10
AU1178899A (en) 1999-05-31
CN1282397A (zh) 2001-01-31
ATE222624T1 (de) 2002-09-15
CN1285804C (zh) 2006-11-22
EP1029133B1 (en) 2002-08-21
EP1029133A1 (en) 2000-08-23
CA2309161C (en) 2008-03-18
MY120556A (en) 2005-11-30
DE69807352T2 (de) 2003-04-17
WO1999024676A1 (en) 1999-05-20
DK1029133T3 (da) 2003-01-06
DE69807352D1 (de) 2002-09-26

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Legal Events

Date Code Title Description
B09A Decision: intention to grant [chapter 9.1 patent gazette]
B16A Patent or certificate of addition of invention granted [chapter 16.1 patent gazette]
B21F Lapse acc. art. 78, item iv - on non-payment of the annual fees in time

Free format text: REFERENTE A 16A ANUIDADE.

B24J Lapse because of non-payment of annual fees (definitively: art 78 iv lpi, resolution 113/2013 art. 12)

Free format text: EM VIRTUDE DA EXTINCAO PUBLICADA NA RPI 2279 DE 09-09-2014 E CONSIDERANDO AUSENCIA DE MANIFESTACAO DENTRO DOS PRAZOS LEGAIS, INFORMO QUE CABE SER MANTIDA A EXTINCAO DA PATENTE E SEUS CERTIFICADOS, CONFORME O DISPOSTO NO ARTIGO 12, DA RESOLUCAO 113/2013.