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MX2009011004A - Junta para secciones de pilote de concreto reforzado. - Google Patents

Junta para secciones de pilote de concreto reforzado.

Info

Publication number
MX2009011004A
MX2009011004A MX2009011004A MX2009011004A MX2009011004A MX 2009011004 A MX2009011004 A MX 2009011004A MX 2009011004 A MX2009011004 A MX 2009011004A MX 2009011004 A MX2009011004 A MX 2009011004A MX 2009011004 A MX2009011004 A MX 2009011004A
Authority
MX
Mexico
Prior art keywords
joint
lock
reinforced concrete
pin
concrete pile
Prior art date
Application number
MX2009011004A
Other languages
English (en)
Other versions
MX350826B (es
Inventor
Kari Koivunen
Original Assignee
Smrf 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 Smrf Llc filed Critical Smrf Llc
Publication of MX2009011004A publication Critical patent/MX2009011004A/es
Publication of MX350826B publication Critical patent/MX350826B/es

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0056—Means for inserting the elements into the mould or supporting them in the mould
    • 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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • 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
    • E02D5/24—Prefabricated piles
    • E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
    • 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
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C39/00—Shaping by casting, i.e. introducing the moulding material into a mould or between confining surfaces without significant moulding pressure; Apparatus therefor
    • B29C39/02—Shaping by casting, i.e. introducing the moulding material into a mould or between confining surfaces without significant moulding pressure; Apparatus therefor for making articles of definite length, i.e. discrete articles
    • B29C39/10—Shaping by casting, i.e. introducing the moulding material into a mould or between confining surfaces without significant moulding pressure; Apparatus therefor for making articles of definite length, i.e. discrete articles incorporating preformed parts or layers, e.g. casting around inserts or for coating articles
    • 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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526—Connection means between pile segments
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49616—Structural member making
    • Y10T29/49623—Static structure, e.g., a building component
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/70—Interfitted members
    • Y10T403/7075—Interfitted members including discrete retainer
    • Y10T403/7077—Interfitted members including discrete retainer for telescoping members
    • Y10T403/7079—Transverse pin
    • Y10T403/7086—Wedge pin

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Un empalme de pilas de concreto entre pilas de concreto reforzado impulsadas para unirlas juntas extremo- a-extremo, con los extremos de ambas pilas de concreto reforzado unidos, y que tienen una superficie de extremo; la junta de cada pila incluye botones de retención proporcionados con agujeros que reciben pernos, casquillos de retención cilíndricos proporcionados con los agujeros de paso que reciben pernos para los cuales las partes tipo tubo que reciben pernos se utilizan para interconectar los casquillos de retención y pernos de retención; un par de juntas que forman un empalme consta de dos piezas de junta similares; la junta es instalada en el extremo de la pila de concreto durante el proceso de vaciado vertido; a fin de reducir el costo de manufactura y los materiales de las piezas de empalme y para lograr la confiabilidad en la operación, éstos son elaborados mediante maquinado o soldadura; de preferencia, el agujero en e1 botón de retención y el agujero del túnel transversal que se extiende a través del casquillo de retención tienen una disposición excéntrica con relación entre sí.
MX2009011004A 2007-04-13 2008-04-11 Junta para secciones de pilote de concreto reforzado. MX350826B (es)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US90771007P 2007-04-13 2007-04-13
PCT/US2008/060007 WO2008128025A1 (en) 2007-04-13 2008-04-11 Joint for reinforced concrete pile sections

Publications (2)

Publication Number Publication Date
MX2009011004A true MX2009011004A (es) 2010-03-15
MX350826B MX350826B (es) 2017-09-22

Family

ID=39864324

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2009011004A MX350826B (es) 2007-04-13 2008-04-11 Junta para secciones de pilote de concreto reforzado.

Country Status (5)

Country Link
US (3) US20090263189A9 (es)
BR (2) BRPI0810538A2 (es)
CA (1) CA2683633C (es)
MX (1) MX350826B (es)
WO (1) WO2008128025A1 (es)

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US9057170B2 (en) * 2009-07-01 2015-06-16 Nu Tech Ventures, Inc. Continuously prestressed concrete pile splice
KR101118131B1 (ko) * 2009-11-03 2012-03-13 김병철 Ｐｈｃ 파일의 연결 구조
MY170093A (en) * 2012-10-08 2019-07-05 Chin Chai Ong Article for joining concrete piles
US9481972B1 (en) 2013-05-13 2016-11-01 University Of South Florida Systems and methods for splicing pile segments
US9605404B2 (en) * 2013-05-29 2017-03-28 Glen G. Hale High strain dynamic load testing procedure
MY184136A (en) * 2013-08-21 2021-03-22 Chin Chai Ong End plate for concrete piles
US9410316B2 (en) * 2013-12-24 2016-08-09 Reigstad & Associates, Inc. Post-tension concrete leave out splicing system and method
US9644369B2 (en) 2013-12-24 2017-05-09 Reigstad & Associates, Inc. Post-tension concrete leave out splicing system and method
US9404254B2 (en) * 2013-12-24 2016-08-02 Reigstad & Associates, Inc. Post-tension concrete leave out splicing system and method
BE1021992B1 (nl) * 2014-04-22 2016-02-02 B&R Nv Inrichting en werkwijze voor het verankeren van een uitkragend element aan een constructie
EP2966236A1 (en) * 2014-07-07 2016-01-13 Fundacíon Tecnalia Research & Innovation Joining device for precast reinforced concrete columns with a dry joint
CN105619080B (zh) * 2014-10-29 2018-04-17 江苏汤辰机械装备制造股份有限公司 桩接头自动生产线及其生产方法
US10024047B2 (en) * 2015-08-17 2018-07-17 Tindall Corporation Method and apparatus for constructing a concrete structure
CN105178312B (zh) * 2015-10-09 2018-01-23 周兆弟 上卡下顶式连接件
CN106896463B (zh) * 2015-12-17 2020-07-31 宁波舜宇车载光学技术有限公司 用于车载光学成像系统的光学镜头
CN106049459A (zh) * 2016-07-21 2016-10-26 泰州润伟机械有限公司 抗拨管桩端板
KR20190037257A (ko) * 2016-09-23 2019-04-05 에스에이취 테크놀로지스 피티이 리미티드 건축 시스템 및 방법
WO2018152341A1 (en) 2017-02-15 2018-08-23 Tindall Corporation Methods and apparatuses for constructing a concrete structure
CN106836489B (zh) * 2017-02-23 2018-11-02 青岛理工大学 一种装配式圆形钢管套管纤维混凝土柱连接节点及安装方法
ES2687871B2 (es) * 2017-04-28 2020-03-09 Gtceisu Construccion S A Acople de azuche para pilote prefabricado
CN107989274B (zh) * 2017-12-20 2023-10-20 佛山科学技术学院 一种用于建筑立柱施工的钢筋定位板
CN109083429A (zh) * 2018-09-28 2018-12-25 重庆中建机械制造有限公司 重型构件安装微调装置及其系统
FI128431B (fi) 2018-11-07 2020-05-15 Leimet Oy Paaluliitos
CN109853527B (zh) * 2019-04-02 2020-03-27 安徽省建筑科学研究设计院 预制桩、预制桩的连接结构及连接结构的施工方法
CN110241916B (zh) * 2019-06-27 2020-11-17 湖北思泽新能源科技有限公司 一种装配式建筑的钢筋混凝土上、下柱连接体系
CN110552464B (zh) * 2019-09-05 2021-11-05 上海欧本钢结构有限公司 一种柱及其制造方法
CN110552463B (zh) * 2019-09-05 2021-11-05 上海欧本钢结构有限公司 一种柱及其制造方法
CN110552462B (zh) * 2019-09-05 2021-11-05 上海欧本钢结构有限公司 一种柱及其与外部梁的连接方法
CN110586815B (zh) * 2019-10-14 2024-05-14 上海建工四建集团有限公司 一种尺寸可调型的多层钢筋网高精度加工胎架及使用方法
CN110792232B (zh) * 2019-11-14 2021-06-15 佛山科学技术学院 一种强韧性纤维混凝土梁
US11951652B2 (en) 2020-01-21 2024-04-09 Tindall Corporation Grout vacuum systems and methods
GB2596850B (en) * 2020-07-10 2023-11-29 Wrr Pedley & Co Ltd A joint
CN111945712A (zh) * 2020-09-26 2020-11-17 江苏海洋大学 利用frp复合材料制备的frp复合材料桩及制备与成桩方法
AU2022302820A1 (en) * 2021-06-28 2024-02-08 Holmes Solutions Limited Partnership A coupling system, coupler tools and methods of use thereof
GB202116447D0 (en) * 2021-11-15 2021-12-29 Norwegian Univ Sci & Tech Ntnu Joints for pre-cast driven piles
PL4223936T3 (pl) * 2022-02-03 2026-01-19 Centrum Paele A/S Pal fundamentowy, fundament palowy oraz sposób osadzania pala fundamentowego w gruncie
EP4276249A1 (en) * 2022-05-13 2023-11-15 Leimet Oy Joint system
CN114753356B (zh) * 2022-05-18 2024-07-09 浙江交工宏途交通建设有限公司 一种桥梁大直径嵌岩桩基旋挖机干钻法绿色施工方法
CN115030213B (zh) * 2022-05-26 2023-04-11 上海勘测设计研究院有限公司 一种适用于海上风电基桩的工装以及应用方法
CN115648383B (zh) * 2022-10-27 2025-10-24 中国建筑第五工程局有限公司 一种半自动模型桩制备仪
CN115679947B (zh) * 2022-11-21 2025-07-04 浙江顶天建材有限公司 一种便于连接固定的混凝土管桩
CN117188444A (zh) * 2023-09-28 2023-12-08 水利部交通运输部国家能源局南京水利科学研究院 一种高韧性混凝土结构及其连接方法
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Also Published As

Publication number Publication date
BR122015016986A2 (pt) 2018-04-03
WO2008128025A1 (en) 2008-10-23
US20090263189A9 (en) 2009-10-22
CA2683633A1 (en) 2008-10-23
MX350826B (es) 2017-09-22
BRPI0810538A2 (pt) 2016-07-19
US9339944B2 (en) 2016-05-17
US20150204043A1 (en) 2015-07-23
US20140241816A1 (en) 2014-08-28
US9038274B2 (en) 2015-05-26
CA2683633C (en) 2015-08-11
US20090022545A1 (en) 2009-01-22

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