ATE450680T1 - REINFORCED COLUMN WITH CONSOLE AND ITS MANUFACTURING PROCESS - Google Patents

REINFORCED COLUMN WITH CONSOLE AND ITS MANUFACTURING PROCESS

Info

Publication number
ATE450680T1
ATE450680T1 AT05466004T AT05466004T ATE450680T1 AT E450680 T1 ATE450680 T1 AT E450680T1 AT 05466004 T AT05466004 T AT 05466004T AT 05466004 T AT05466004 T AT 05466004T AT E450680 T1 ATE450680 T1 AT E450680T1
Authority
AT
Austria
Prior art keywords
column
console
anchor
prestressed
guy
Prior art date
Application number
AT05466004T
Other languages
German (de)
Inventor
Jiri Chalabala
Ladislav Klusacek
Martin Solarik
Jan Pencik
Original Assignee
Peem Spol S R O
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 CZ20040412A external-priority patent/CZ300892B6/en
Priority claimed from CZ20040413A external-priority patent/CZ300893B6/en
Application filed by Peem Spol S R O filed Critical Peem Spol S R O
Application granted granted Critical
Publication of ATE450680T1 publication Critical patent/ATE450680T1/en

Links

Classifications

    • 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
    • E04H12/16—Prestressed structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0225—Increasing or restoring the load-bearing capacity of building construction elements of circular building elements, e.g. by circular bracing

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Moulding By Coating Moulds (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Moulds For Moulding Plastics Or The Like (AREA)

Abstract

The reinforced column (1) consists of a column section (2) with a hole bored through the column section (2), into which an anchor element (6) is mounted, and the ends of at least two prestressed guys (8) are anchored to the anchor elements (6) on each side of the column section, the guy (8) goes through the respective holes in the anchor element (6) and the other end of the prestressed guy (8) is firmly anchored in the anchor (10) in the foundation (5) and further at least one duct (12) is made in the console (3) vertically to the column axis (1) going through the console (3) and the adjacent part of the column strut, the prestressed clamping cable (13) or bar is arranged in the duct, both ends of which are provided with anchor sockets (15) mounted to the anchor plates (14).By the process of manufacture the guy (8) is anchored on both sides of the column section with one end in the foundation and with the other one in the anchor element (6) which is to be created in the upper part of the column section, subsequently the guy (8) is prestressed either parallel with the axis of the column section or angle-wise, and a duct will be made in the console, vertical to the column axis, going through the console and the adjacent part of the column strut, afterwards a clamping cable (s) (13) or bar is arranged in the duct (12) and subsequently prestressed and anchored on both ends.
AT05466004T 2004-03-24 2005-03-24 REINFORCED COLUMN WITH CONSOLE AND ITS MANUFACTURING PROCESS ATE450680T1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CZ20040412A CZ300892B6 (en) 2004-03-24 2004-03-24 Reinforced console and its way of strengthening
CZ20040413A CZ300893B6 (en) 2004-03-24 2004-03-24 Reinforced column of elevated bearing capacity and process for producing thereof

Publications (1)

Publication Number Publication Date
ATE450680T1 true ATE450680T1 (en) 2009-12-15

Family

ID=36754277

Family Applications (1)

Application Number Title Priority Date Filing Date
AT05466004T ATE450680T1 (en) 2004-03-24 2005-03-24 REINFORCED COLUMN WITH CONSOLE AND ITS MANUFACTURING PROCESS

Country Status (4)

Country Link
EP (1) EP1705313B1 (en)
AT (1) ATE450680T1 (en)
DE (1) DE602005018016D1 (en)
PL (1) PL1705313T3 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI122076B (en) * 2010-03-12 2011-08-15 Peikko Group Oy Method for foundation of tower-like structures and foundation of tower-like structures
CN103669895B (en) * 2012-09-24 2016-01-20 五冶集团上海有限公司 Old structural steel industrial building side column becomes the online quick transformation method of center pillar
DE102017125060A1 (en) * 2017-10-26 2019-05-02 Wobben Properties Gmbh Annular console for external tensioning of a tower segment, external tensioning system of a hybrid tower, tower section of a hybrid tower, hybrid tower, wind energy plant and assembly process of an external tensioning system for a hybrid tower
CN111255258B (en) * 2020-03-25 2024-12-03 广东华坤建设集团有限公司 A maintenance device for repairing cracks in basement shear walls and a method of using the same
CN112392288B (en) * 2020-12-07 2024-06-04 福州大学 Device and method for reinforcing wood beam by combining prestress FRP (fiber reinforced Plastic) and high-strength steel wire rope
CN116335286B (en) * 2023-03-16 2026-04-24 中国航空规划设计研究总院有限公司 A new type of bracket system with connection points that are not easily damaged and its construction method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1271024A (en) * 1968-07-26 1972-04-19 Ellon A G Improvements in and relating to prefabricated buildings
SU931905A1 (en) * 1979-01-05 1982-05-30 Предприятие П/Я Г-4743 Device for reinforcing above-crane part of column with cantilevers
US6851231B2 (en) * 2001-06-27 2005-02-08 Maher K. Tadros Precast post-tensioned segmental pole system

Also Published As

Publication number Publication date
EP1705313A3 (en) 2007-09-26
PL1705313T3 (en) 2010-05-31
EP1705313A2 (en) 2006-09-27
EP1705313B1 (en) 2009-12-02
DE602005018016D1 (en) 2010-01-14

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