PL1705313T3 - Reinforced console column and the method of its production - Google Patents

Reinforced console column and the method of its production

Info

Publication number
PL1705313T3
PL1705313T3 PL05466004T PL05466004T PL1705313T3 PL 1705313 T3 PL1705313 T3 PL 1705313T3 PL 05466004 T PL05466004 T PL 05466004T PL 05466004 T PL05466004 T PL 05466004T PL 1705313 T3 PL1705313 T3 PL 1705313T3
Authority
PL
Poland
Prior art keywords
column
anchor
prestressed
console
guy
Prior art date
Application number
PL05466004T
Other languages
Polish (pl)
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 CZ20040413A external-priority patent/CZ300893B6/en
Priority claimed from CZ20040412A external-priority patent/CZ300892B6/en
Application filed by Peem Spol S R O filed Critical Peem Spol S R O
Publication of PL1705313T3 publication Critical patent/PL1705313T3/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)
  • Moulds For Moulding Plastics Or The Like (AREA)
  • Reinforcement Elements For Buildings (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.
PL05466004T 2004-03-24 2005-03-24 Reinforced console column and the method of its production PL1705313T3 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CZ20040413A CZ300893B6 (en) 2004-03-24 2004-03-24 Reinforced column of elevated bearing capacity and process for producing thereof
CZ20040412A CZ300892B6 (en) 2004-03-24 2004-03-24 Reinforced bracket and method of reinforcing thereof
EP05466004A EP1705313B1 (en) 2004-03-24 2005-03-24 Reinforced console column and the method of its production

Publications (1)

Publication Number Publication Date
PL1705313T3 true PL1705313T3 (en) 2010-05-31

Family

ID=36754277

Family Applications (1)

Application Number Title Priority Date Filing Date
PL05466004T PL1705313T3 (en) 2004-03-24 2005-03-24 Reinforced console column and the method of its production

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 (5)

* 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
CN111255258A (en) * 2020-03-25 2020-06-09 广东华坤建设集团有限公司 Maintenance device for repairing basement shear wall crack and use method thereof
US11674323B2 (en) * 2020-12-07 2023-06-13 Fuzhou University Device and method for reinforcing round section wood beam by combination of prestressed FRP sheet and high strength steel wire rope

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
ATE450680T1 (en) 2009-12-15
EP1705313A2 (en) 2006-09-27
EP1705313B1 (en) 2009-12-02
EP1705313A3 (en) 2007-09-26
DE602005018016D1 (en) 2010-01-14

Similar Documents

Publication Publication Date Title
US20050204686A1 (en) Precast concrete column for use in post-frame construction
KR100748629B1 (en) Device for connecting a precast deck slab with a beam on a bridge and method for connecting the slab with the beam using the device
PL1705313T3 (en) Reinforced console column and the method of its production
KR100683621B1 (en) Bracket for jacking-up upper structure having angle and lengch control-function
CN109339320A (en) A kind of rear-mounted precast concrete slide core rib and preparation method thereof
CN102192112A (en) Piecewise concrete wind power tower
WO2005075750A3 (en) Reinforcement of foundation
CN107700655A (en) The fabricated construction and its installation method of a kind of Special-Shaped Column
CN114622724B (en) Control structure and control method for realizing stay bar verticality control through stay cable tensioning
CN115075607A (en) Reinforced concrete structure and reinforcing method
CN106013421B (en) A kind of method of construction of the compound assembled fiber concrete building of steel wood
CN210369559U (en) Supporting beam for assembled steel structure building
CN211221229U (en) Vertical mould car of assembled wallboard
CN108374323B (en) Cable tower bundling anchoring structure for arch-supporting cable-stayed bridge
CN207904746U (en) A kind of connection structure of steel truss and concrete bridge tower
CN107558607B (en) Tower crane system arranged on existing concrete structure and construction method thereof
CN206034498U (en) Open string beam type combination side well lid
CN214423579U (en) Novel connection structure for assembly type structure
CN100476074C (en) Bracket for precast concrete beam bridge and the installation method using the same
CN103806443B (en) A kind of pile tube for ground minor installation and manufacture method thereof
CN218060717U (en) Install wooden fill beam column structure on steel construction
CN213806706U (en) Reinforced wall body combined by longitudinal and transverse drilling embedded steel bars and additional steel backing plates
CN217204609U (en) High-rise intelligent steel-aluminum structure building
CN213114295U (en) Bridge construction is with bridge railing of being convenient for combination
CN215442785U (en) Split type prefabricated assembled stair