MX352130B - Método y aparato para probar capacidad de soporte de carga utilizando una celda de anillo. - Google Patents

Método y aparato para probar capacidad de soporte de carga utilizando una celda de anillo.

Info

Publication number
MX352130B
MX352130B MX2011006472A MX2011006472A MX352130B MX 352130 B MX352130 B MX 352130B MX 2011006472 A MX2011006472 A MX 2011006472A MX 2011006472 A MX2011006472 A MX 2011006472A MX 352130 B MX352130 B MX 352130B
Authority
MX
Mexico
Prior art keywords
ring cell
fluid
expansion zone
bearing capacity
cell walls
Prior art date
Application number
MX2011006472A
Other languages
English (en)
Inventor
John A Hayes
Original Assignee
Loadtest Inc
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 Loadtest Inc filed Critical Loadtest Inc
Publication of MX352130B publication Critical patent/MX352130B/es

Links

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M99/00—Subject matter not provided for in other groups of this subclass
    • G01M99/007—Subject matter not provided for in other groups of this subclass by applying a load, e.g. for resistance or wear testing
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/24—Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Piles And Underground Anchors (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

La presente invención se refiere a un método para aplicar una carga a un pilote, que comprende: ubicar una porción superior por debajo de una primera sección de un pilote, en donde la sección superior se encuentra unida a la primera sección del pilote; ubicar una porción de fondo próxima a la porción superior, en donde se crea una zona de separación, de tal manera que la inyección de un fluido presurizado en la zona de separación ocasiona una fuerza que tiende a empujar la porción superior y la porción de fondo a lo lejos para separarlas, y ocasiona que la porción superior se empuje hacia arriba sobre la primera sección del pilote, en donde por lo menos una porción de la sección transversal de la porción superior y por lo menos una porción de la sección transversal de la porción de fondo, está abierta para permitir el paso de materiales desde arriba de la porción superior hasta por debajo de la porción de fondo, en donde sí ocurre la separación de la porción superior y la porción de fondo, la porción superior y la porción de fondo mantienen una posición lateral relativa durante la separación; e inyectar fluido en la zona de separación para aplicar una carga al pilote, en donde el fluido es de autosellado.
MX2011006472A 2006-12-19 2007-12-19 Método y aparato para probar capacidad de soporte de carga utilizando una celda de anillo. MX352130B (es)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US87566506P 2006-12-19 2006-12-19
PCT/US2007/088238 WO2008077136A1 (en) 2006-12-19 2007-12-19 Method and apparatus for testing load-bearing capacity utilizing a ring cell

Publications (1)

Publication Number Publication Date
MX352130B true MX352130B (es) 2017-11-08

Family

ID=39217946

Family Applications (2)

Application Number Title Priority Date Filing Date
MX2009006713A MX2009006713A (es) 2006-12-19 2007-12-19 Metodo y aparato para probar capacidad de soporte de carga utilizando una celda de anillo.
MX2011006472A MX352130B (es) 2006-12-19 2007-12-19 Método y aparato para probar capacidad de soporte de carga utilizando una celda de anillo.

Family Applications Before (1)

Application Number Title Priority Date Filing Date
MX2009006713A MX2009006713A (es) 2006-12-19 2007-12-19 Metodo y aparato para probar capacidad de soporte de carga utilizando una celda de anillo.

Country Status (14)

Country Link
US (3) US7832280B2 (es)
EP (1) EP2092125B1 (es)
JP (1) JP5277174B2 (es)
KR (1) KR101372063B1 (es)
AU (1) AU2007333626B2 (es)
BR (1) BRPI0720423B1 (es)
CA (1) CA2670580C (es)
HK (1) HK1135443A1 (es)
MX (2) MX2009006713A (es)
NZ (1) NZ578099A (es)
RU (2) RU2626101C9 (es)
SG (1) SG177196A1 (es)
WO (1) WO2008077136A1 (es)
ZA (1) ZA200903396B (es)

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CA2799613C (en) * 2010-05-18 2023-05-16 Loadtest, Inc. Method and apparatus for testing load-bearing capacity
CN102121254B (zh) * 2011-01-17 2012-07-18 东南大学 一种用于测试钢管桩承载力的荷载箱
CN103850273A (zh) * 2012-12-06 2014-06-11 武汉倡文科技咨询有限公司 荷载箱压力单元分布环
CN103410179A (zh) * 2013-08-23 2013-11-27 南昌永祺科技发展有限公司 穿心环形基桩承载力检测装置
CN104164869B (zh) * 2014-04-28 2016-05-18 浙江省建筑设计研究院 带支腿地下连续墙竖向承载力计算方法
US10407859B2 (en) 2016-02-22 2019-09-10 Board Of Regents Of The Nevada System Of Higher Education On Behalf Of The University Of Nevada, Reno Method and loading module to mechanically increase pile/drilled shaft end bearing stiffness
WO2017147089A1 (en) * 2016-02-22 2017-08-31 Board Of Regents Of Nevada System Of Higher Education, On Behalf Of University Of Nevada, Reno Method and loading module to mechanically increase pile/drilled shaft end bearing stiffness
WO2017147083A1 (en) 2016-02-22 2017-08-31 Board Of Regents Of Nevada System Of Higher Education, On Behalf Of University Of Nevada, Reno Deep foundation porewater pressure dissipater
US10451399B2 (en) 2016-05-05 2019-10-22 North Carolina State University Methods and systems for non-destructive estimation of a length of a member
CN106049562B (zh) * 2016-07-18 2018-02-16 昆山市建设工程质量检测中心 一种用于桩基高应变检测的落锤高度调节装置
CN106248495B (zh) * 2016-07-25 2019-05-07 上海绿地建设(集团)有限公司 模拟地下水流动的后压浆桩室内长期试验装置及其试验方法
JP6588117B2 (ja) * 2018-03-01 2019-10-09 松下　誠二 基礎杭およびその施工方法
US10774493B2 (en) * 2018-11-16 2020-09-15 Horst K. Aschenbroich Hollow rebar for post-grouting the base of reinforced concrete drilled shafts
CN110132718B (zh) * 2019-04-19 2021-11-09 同济大学 基于隧道衬砌变形特征的结构剩余承载力测定方法及系统
CN110144982B (zh) * 2019-06-03 2021-03-26 中北大学 一种灌注桩超灌监控系统
CN111424648A (zh) * 2020-04-15 2020-07-17 中国二十二冶集团有限公司 逆作法施工中钢柱和灌注桩钢筋笼同时吊装的施工方法

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Also Published As

Publication number Publication date
HK1135443A1 (en) 2010-06-04
JP2010513764A (ja) 2010-04-30
US20110056303A1 (en) 2011-03-10
EP2092125B1 (en) 2015-09-02
KR20090106530A (ko) 2009-10-09
MX2009006713A (es) 2009-10-13
RU2012115553A (ru) 2013-10-27
NZ578099A (en) 2012-05-25
WO2008077136A1 (en) 2008-06-26
BRPI0720423A2 (pt) 2013-12-31
RU2626101C9 (ru) 2019-03-25
US8307716B2 (en) 2012-11-13
US20130068033A1 (en) 2013-03-21
RU2009127751A (ru) 2011-01-27
AU2007333626A1 (en) 2008-06-26
AU2007333626B2 (en) 2014-12-04
ZA200903396B (en) 2010-05-26
RU2456409C2 (ru) 2012-07-20
KR101372063B1 (ko) 2014-03-14
US20080141781A1 (en) 2008-06-19
JP5277174B2 (ja) 2013-08-28
US7832280B2 (en) 2010-11-16
EP2092125A1 (en) 2009-08-26
SG177196A1 (en) 2012-01-30
RU2626101C2 (ru) 2017-07-21
CA2670580A1 (en) 2008-06-26
CA2670580C (en) 2015-04-07
BRPI0720423B1 (pt) 2018-06-26

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