MX2012015136A - Refuerzo para anclaje de tensores. - Google Patents

Refuerzo para anclaje de tensores.

Info

Publication number
MX2012015136A
MX2012015136A MX2012015136A MX2012015136A MX2012015136A MX 2012015136 A MX2012015136 A MX 2012015136A MX 2012015136 A MX2012015136 A MX 2012015136A MX 2012015136 A MX2012015136 A MX 2012015136A MX 2012015136 A MX2012015136 A MX 2012015136A
Authority
MX
Mexico
Prior art keywords
anchor
concrete structure
guy
supplemental
anchor shaft
Prior art date
Application number
MX2012015136A
Other languages
English (en)
Inventor
Jaime Reyes
Hanming You
Original Assignee
Atc Ip Llc
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 Atc Ip Llc filed Critical Atc Ip Llc
Publication of MX2012015136A publication Critical patent/MX2012015136A/es

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
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • 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
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • 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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/808—Ground anchors anchored by using exclusively a bonding material

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Wind Motors (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Foundations (AREA)
  • Emergency Lowering Means (AREA)

Abstract

Un sistema de refuerzo para un anclaje de tensores (100) utilizado en una torre venteada o tensada incluye adicionalmente una estructura de hormigón (210) formado alrededor del anclaje de tipo (100). La estructura de hormigón (210) tiene una superficie superior (210F) ligeramente por encima del nivel de grado. El sistema de refuerzo incluye además un eje de anclaje suplementario (220). El eje de anclaje suplementario (220) está unido a la cabeza de anclaje existente (114) y se extiende hacia abajo en la estructura de hormigón (210), donde es retenida y encerrado en el mismo. La estructura de hormigón (210) tiene preferentemente una base (210a) y al menos una pared (por ejemplo, 2lOb, 210c) que se extiende hacia abajo desde la base y tiene una superficie que se enfrenta a la torre para resistir las fuerzas horizontales. El sistema de refuerzo es suficientemente fuerte para mantener el anclaje de tipo (100) en su lugar incluso si el eje de anclaje original (116) se corroe completamente. El eje de anclaje suplementario (220) generalmente no entra en contacto con el suelo. Por lo tanto, resistente a la corrosión y se espera que proporcione una larga vida de servicio.
MX2012015136A 2010-07-06 2011-04-20 Refuerzo para anclaje de tensores. MX2012015136A (es)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US36190010P 2010-07-06 2010-07-06
US36362010P 2010-07-12 2010-07-12
US12/890,565 US8250817B2 (en) 2010-07-06 2010-09-24 Guy anchor reinforcement
PCT/US2011/033283 WO2012005792A1 (en) 2010-07-06 2011-04-20 Guy anchor reinforcement

Publications (1)

Publication Number Publication Date
MX2012015136A true MX2012015136A (es) 2013-05-14

Family

ID=45437551

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2012015136A MX2012015136A (es) 2010-07-06 2011-04-20 Refuerzo para anclaje de tensores.

Country Status (15)

Country Link
US (3) US8250817B2 (es)
EP (1) EP2596187B1 (es)
JP (1) JP5785258B2 (es)
AP (1) AP3075A (es)
AU (1) AU2011277062B2 (es)
BR (1) BR112012033713B1 (es)
CA (1) CA2803832C (es)
CL (1) CL2012003735A1 (es)
CO (1) CO6650352A2 (es)
MX (1) MX2012015136A (es)
NZ (1) NZ603723A (es)
PE (1) PE20130992A1 (es)
PT (1) PT2596187T (es)
WO (1) WO2012005792A1 (es)
ZA (1) ZA201209159B (es)

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WO2014056113A1 (en) * 2012-10-11 2014-04-17 Lafarge Canada Inc. Unitized precast grillage foundation and method for manufacturing the same
US8863455B2 (en) 2012-10-11 2014-10-21 Lafarge Canada Inc. Unitized precast grillage foundation and method for manufacturing the same
US9359739B2 (en) 2013-12-03 2016-06-07 Glaus, Pyle, Schomer, Burns & Delhaven, Inc. Guy anchor remediation apparatus
IT201600098221A1 (it) * 2016-09-30 2018-03-30 Vodafone Italia S P A Dispositivo di tensionamento per stralli
US10132098B1 (en) 2017-05-16 2018-11-20 Atc Ip Llc Non-disruptive reinforcement of telecommunications towers
US10538935B2 (en) * 2017-08-04 2020-01-21 Tower Engineering Solutions, Llc Guy wire anchor securement system
CN108222021A (zh) * 2018-02-28 2018-06-29 中国五冶集团有限公司 一种用于深基坑支护的土钉装置及其制备方法
CN108374596A (zh) * 2018-03-20 2018-08-07 国网宁夏电力有限公司中卫供电公司 调整带护套拉线辅助工具
US20210025124A1 (en) * 2018-04-06 2021-01-28 Tower Engineering Solutions, Llc Apparatus and methods for reinforcing telecommunications towers
CN111980021A (zh) * 2020-08-21 2020-11-24 兰州理工大学 一种可自动集排风通风锚杆及施工方法
CN112431198B (zh) * 2020-11-28 2021-12-14 中铁十七局集团第五工程有限公司 一种保持锚杆位于钻孔中心的施工方法
DE102020131687A1 (de) * 2020-11-30 2022-06-02 Trumer Schutzbauten Ges.M.B.H Schutzverbauung sowie Verfahren zur Dissipation von in ein Tragseil einer Tragseilanordnung der Schutzverbauung eingebrachten Zuglast
CN113431053B (zh) * 2021-07-28 2023-05-30 广东珠江工程总承包有限公司 一种土木工程基坑支护用安全防护结构

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Also Published As

Publication number Publication date
BR112012033713A2 (pt) 2020-01-28
US20130276387A1 (en) 2013-10-24
CA2803832A1 (en) 2012-01-12
PT2596187T (pt) 2019-03-01
US20130000244A1 (en) 2013-01-03
CO6650352A2 (es) 2013-04-15
WO2012005792A1 (en) 2012-01-12
US8250817B2 (en) 2012-08-28
BR112012033713B1 (pt) 2021-04-20
AP2012006608A0 (en) 2012-12-31
CA2803832C (en) 2015-09-15
US20120005970A1 (en) 2012-01-12
US8745933B2 (en) 2014-06-10
JP2013538952A (ja) 2013-10-17
CL2012003735A1 (es) 2013-07-26
ZA201209159B (en) 2013-07-31
US8458986B2 (en) 2013-06-11
PE20130992A1 (es) 2013-10-04
EP2596187A1 (en) 2013-05-29
EP2596187A4 (en) 2016-01-13
EP2596187B1 (en) 2018-11-28
AU2011277062B2 (en) 2014-05-15
JP5785258B2 (ja) 2015-09-24
AP3075A (en) 2014-12-31
AU2011277062A1 (en) 2012-12-06
NZ603723A (en) 2014-05-30

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