EP2672038A2 - Seismisches Gebäudeverstärkungssystem - Google Patents

Seismisches Gebäudeverstärkungssystem Download PDF

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Publication number
EP2672038A2
EP2672038A2 EP13169294.9A EP13169294A EP2672038A2 EP 2672038 A2 EP2672038 A2 EP 2672038A2 EP 13169294 A EP13169294 A EP 13169294A EP 2672038 A2 EP2672038 A2 EP 2672038A2
Authority
EP
European Patent Office
Prior art keywords
walls
laminated timber
cross laminated
massive cross
fact
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
EP13169294.9A
Other languages
English (en)
French (fr)
Other versions
EP2672038A3 (de
EP2672038B1 (de
Inventor
Bruno Dujic
Iztok Sustersic
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CBD d o o
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CBD d o o
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Publication of EP2672038A2 publication Critical patent/EP2672038A2/de
Publication of EP2672038A3 publication Critical patent/EP2672038A3/de
Application granted granted Critical
Publication of EP2672038B1 publication Critical patent/EP2672038B1/de
Priority to HRP20180248TT priority Critical patent/HRP20180248T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/027—Preventive constructional measures against earthquake damage in existing buildings

Definitions

  • the subject of the invention is a system for seismic strengthening of buildings, or to be more specific, a system for seismic strengthening of walls and connecting of floor planes of existing buildings with massive cross laminated timber panels, which also includes an insulation effect.
  • the invention belongs to E04G23/02 and to E04H9/02 and, additionally, to E04B1/74.
  • the technical problem solved by this invention is seismic and energy retrofit of existing buildings that were not built to withstand seismic loads.
  • the retrofit is performed with cross laminated timber panels, which are used to strengthen the walls and floor planes of timber, stone, masonry and concrete buildings with the aim to withstand horizontal forces caused by an earthquake or strong wind and at the same time to ensure a higher thermal insulation of buildings.
  • the technical problem is resolved with a seismic strengthening system whose main feature is that it is conceived as a cladding from massive cross laminated timber panels that can be used to confine all load bearing and partition walls from the outer and/or inner sides of existing buildings regardless of the building material.
  • the massive cross laminated timber panels serve as strengthening panels that due to their structure also serve as a thermal insulation of the building.
  • Various implementations of massive plates are possible and are glued to the walls and additionally connected with bolts.
  • the building seismic strengthening system is made from massive cross laminated timber panels 3 with which the walls 1 of an existing building are cladded from the outer and/or inner side.
  • the massive cross laminated timber panels 3 are attached to the walls with a layer of glue 4 and additionally fixed with connections, namely anchor bolts 5 in the presented feasibility example, and self-tapping wood screws 11.
  • the openings 7 for the existing windows and doors in walls 1 of an existing building are cut out of the massive cross laminated timber panels 3 and/or encircled with them so that they are left uncovered.
  • some doors and windows in the walls 1 of an existing building can also be covered with massive cross laminated timber panels 3.
  • the massive cross laminated timber panels 3 are interconnected with flat steel ties 6, typically at around each floor structure 2 area.
  • the massive cross laminated timber plates 3 are placed onto the walls 1 of the masonry building. This is shown in Fig. 1 .
  • the massive cross laminated timber plates 3 can also be used to clad and strengthen walls 1 made from concrete, timber or any other material, which can be used for this purpose, or a combination of materials, with or without an insulation layer and/or a façade.
  • the walls 1 in the appurtenant storeys of an existing building can be strengthened with a monolithic massive cross laminated timber plate 3 that completely and in one piece covers the inner and/or outer side of an individual wall 1.
  • the openings 7 for existing doors and/or windows in wall 1 are cut out of the massive cross laminated timber panel 3, which runs from the foundation 8 and partially over the edge of the floor structure 2, in advance.
  • the monolithic massive cross laminated timber panels 3 are attached to the walls 1 and floor structures 2 with a layer of glue 4 and additionally connected with anchoring bolts 5 placed over their surface at a certain spacing.
  • a layer of glue 4 suitable for the task is used.
  • the walls 1 of the existing building can be cladded, conversely strengthened, from one or both sides, with massive cross laminated timber panels 3 made from several smaller pieces 3.1, 3.2, 3.3, 3.4, 3.5, 3.6, 3.7 to 3.n of various shapes and dimensions. Together they form connecting areas 9 that are additionally connected on adjacent edges with self-tapping wood screws 11. Individual pieces 3.1 to 3.n of the massive cross laminated timber panel 3 are attached to wall 1 as in the feasibility example in Fig. 2 , namely with anchoring bolts 5.
  • the advantage of the multi-piece assembly of the massive cross laminated timber panels 3 over before described monolithic one, is that cutting of openings 7 for the existing windows and doors is not necessary as the openings are formed during the cladding and attaching of pieces of massive cross laminated timber panels 3.1 to 3.n around window and door openings in walls 1 of an existing building. Above all the multi-piece assembly is easier if the massive cross laminated timber panels 3 are being attached to the inner side of walls 1. Smaller pieces 3.1 to 3.n are lighter and allow for an easier manipulation without the need for lifting equipment.
  • different walls 1 can be cladded with massive cross laminated timber panels 3, both with monolithic and multi-piece assemblies combined, as shown in Fig. 2 and Fig. 3 .
  • the connecting areas 9 in the floor structure 2 zones of an existing building are made in the same way as prescribed below.
  • the connecting areas 9, where the massive cross laminated timber plates 3 attached to walls 1 in two adjacent stories connect, are preferentially covered along the perimeter of the floor structure 2 with a flat steel tie 6 with holes 12 that is attached to the adjacent connecting massive cross laminated timber panels 3 with self-tapping wood screws 11. Shear forces and bending moments are transferred via the flat steel ties 6 from higher to lower floors of an existing building.
  • the massive cross laminated timber panels 3 are attached to the walls 1 of an existing building with a layer of glue 4 and additionally fastened with anchoring bolts 5 and washers 10. The described is presented in Fig. 4 .
  • the walls 1 of existing buildings can be cladded and strengthened with massive cross laminated timber panels 3 that run from the foundation 8 to the roof of the building, or any other height, in one piece.
  • the massive cross laminated timber panels 3 are tailored to the geometry of the existing building's envelope. Optimally, they are made from 3 to 7 or even more layers of cross laminated timber lamellas of arbitrary thickness where every layer runs perpendicularly to the two neighbouring ones.
  • the necessary thickness of the massive cross laminated timber panels 3 is prescribed according to the static and seismic demands of the building.
  • the panels need to be made [Z1] with a hydraulic system press.
  • the massive cross laminated timber panels 3 can be attached to the walls 1 of an existing building from the outer and/or inner side in the same formerly prescribed manner.
  • the layer of glue 4 is made of epoxide resin and added fillers with which we can fill larger deviations between the existing walls 1 of an existing building and massive cross laminated timber panels 3.
  • An epoxy resin allowing for up to a few centimetre glue layer 4 is chosen.
  • the openings 7 in massive cross laminated timber panels 3 can be cut out before their attachment onto the walls 1 of an existing building or they can be tailored to shape by assembling smaller pieces 3.1 to 3.n around the existing windows and doors in the wall 1. If using monolithic massive cross laminated timber panels 3, there is a possibility of a prior installation of builders' joinery into the openings 7, which shortens and simplifies the work on terrain and ensures a higher quality of individual part assembly.
  • the massive cross laminated panels 3 are glued and bolted onto walls 1 of an existing building but not also into its foundation 8, hence leaving them undamaged and in their original shape.
  • the massive cross laminated timber panels 3 attached to the walls 1 of an existing building have a relatively low mass the additional load on the foundation is minimal and can hence be neglected in practice.
  • the building seismic strengthening system according to the invention is above all useful for strengthening the walls 1 of existing buildings built in seismically active areas but not designed to withstand seismic loads. In case of a catastrophic earthquake the system allows minor damage to buildings but it prevents their collapse due to the fairly flexible strengthening cage formed by massive cross laminated timber panels 3 attached to the walls 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP13169294.9A 2012-06-06 2013-05-27 Seismisches Gebäudeverstärkungssystem Active EP2672038B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20180248TT HRP20180248T1 (hr) 2012-06-06 2018-02-08 Sustav seizmičnog ojačanja građevine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SI201200184A SI23678B (sl) 2012-06-06 2012-06-06 Sistem protipotresnega utrjevanja zgradb

Publications (3)

Publication Number Publication Date
EP2672038A2 true EP2672038A2 (de) 2013-12-11
EP2672038A3 EP2672038A3 (de) 2014-06-25
EP2672038B1 EP2672038B1 (de) 2017-11-15

Family

ID=46880828

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13169294.9A Active EP2672038B1 (de) 2012-06-06 2013-05-27 Seismisches Gebäudeverstärkungssystem

Country Status (3)

Country Link
EP (1) EP2672038B1 (de)
HR (1) HRP20180248T1 (de)
SI (1) SI23678B (de)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201700024226A1 (it) * 2017-03-03 2018-09-03 Renzo Manganello Sistema combinato di consolidamento statico e sismico e isolamento termico e acustico di pareti e di edifici esistenti e di nuova costruzione
IT201800005726A1 (it) * 2018-05-25 2019-11-25 Modulo prefabbricato per la realizzazione o il consolidamento di costruzioni edilizie e metodo di realizzazione
CN113833306A (zh) * 2021-10-22 2021-12-24 武汉楚天鼎盛建设有限公司 房屋墙体的加固装置及其施工工艺
IT202200006944A1 (it) * 2022-04-07 2023-10-07 Marlegno S R L Tecnologie Del Legno Metodo di rinforzo antisismico di un edificio e rispettivo edificio

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09228658A (ja) 1996-02-28 1997-09-02 Kajima Corp 木質系部材を用いた既存建物の耐震補強法
JP2009097165A (ja) 2007-10-15 2009-05-07 Ando Corp 既存建物の外殻補強構造
JP2009174148A (ja) 2008-01-22 2009-08-06 Univ Of Ryukyus コンクリート構造物の耐震補強構造および耐震補強方法
KR100989218B1 (ko) 2010-08-10 2010-10-20 이정우 조적조 칸막이 벽의 내진보강방법

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0623182A4 (en) * 1992-01-17 1996-05-22 John J Heydon Improved building structure and method of use.
US6074149A (en) * 1999-06-30 2000-06-13 G. Lyle Habermehl False threadscrew and screwstrip
US20040071524A1 (en) * 2002-10-11 2004-04-15 Habermehl G. Lyle Fastener with stepped head for composite decking
JP2005126955A (ja) * 2003-10-22 2005-05-19 Nippon Steel Corp 耐震補強構造および補強方法
JP2006125069A (ja) * 2004-10-29 2006-05-18 Tetsuo Fushimi 木造建築物の耐震補強方法及びその耐震用補強板
CN101215930A (zh) * 2008-01-02 2008-07-09 湖南大学 一种使用竹材加固墙体的方法
CN101863058B (zh) * 2010-06-11 2012-01-04 德华兔宝宝装饰新材股份有限公司 一种新型集成材及其制作方法

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09228658A (ja) 1996-02-28 1997-09-02 Kajima Corp 木質系部材を用いた既存建物の耐震補強法
JP2009097165A (ja) 2007-10-15 2009-05-07 Ando Corp 既存建物の外殻補強構造
JP2009174148A (ja) 2008-01-22 2009-08-06 Univ Of Ryukyus コンクリート構造物の耐震補強構造および耐震補強方法
KR100989218B1 (ko) 2010-08-10 2010-10-20 이정우 조적조 칸막이 벽의 내진보강방법

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201700024226A1 (it) * 2017-03-03 2018-09-03 Renzo Manganello Sistema combinato di consolidamento statico e sismico e isolamento termico e acustico di pareti e di edifici esistenti e di nuova costruzione
IT201800005726A1 (it) * 2018-05-25 2019-11-25 Modulo prefabbricato per la realizzazione o il consolidamento di costruzioni edilizie e metodo di realizzazione
CN113833306A (zh) * 2021-10-22 2021-12-24 武汉楚天鼎盛建设有限公司 房屋墙体的加固装置及其施工工艺
IT202200006944A1 (it) * 2022-04-07 2023-10-07 Marlegno S R L Tecnologie Del Legno Metodo di rinforzo antisismico di un edificio e rispettivo edificio

Also Published As

Publication number Publication date
EP2672038A3 (de) 2014-06-25
SI23678A (sl) 2012-09-28
SI23678B (sl) 2021-10-29
EP2672038B1 (de) 2017-11-15
HRP20180248T1 (hr) 2018-03-09

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