EP2672038B1 - Système de renfort sismique de bâtiment - Google Patents

Système de renfort sismique de bâtiment Download PDF

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Publication number
EP2672038B1
EP2672038B1 EP13169294.9A EP13169294A EP2672038B1 EP 2672038 B1 EP2672038 B1 EP 2672038B1 EP 13169294 A EP13169294 A EP 13169294A EP 2672038 B1 EP2672038 B1 EP 2672038B1
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EP
European Patent Office
Prior art keywords
laminated timber
walls
cross laminated
massive
panels
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.)
Active
Application number
EP13169294.9A
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German (de)
English (en)
Other versions
EP2672038A2 (fr
EP2672038A3 (fr
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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Publication of EP2672038A2 publication Critical patent/EP2672038A2/fr
Publication of EP2672038A3 publication Critical patent/EP2672038A3/fr
Application granted granted Critical
Publication of EP2672038B1 publication Critical patent/EP2672038B1/fr
Priority to HRP20180248TT priority Critical patent/HRP20180248T1/hr
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    • 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 seismic strengthened retrofit existing building, according to the preamble of claim 1, 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.
  • CN 101215930 A discloses walls of a building which are strengthened by timber panels fixed at the walls with anchoring bolts, the timber panels being glued to the walls. There is no teaching how these walls can be used in connections with a building with more than one storey.
  • This document shows all the technical features of the preamble of claim 1.
  • WO 93/14278 A1 discloses a wall structure with an elongate track secured to a foundation structure of a building having a plurality of posts secured thereto. Disposed between the posts are a plurality of interlocking foam wall sections which encapsulate the posts of the wall structure. This construction may be applied when constructing the building from the very first. It can, however not be applied for retrofit of an existing building.
  • the walls 1 in the appurtenant storeys of an existing building is 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 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.
  • 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 with a hydraulic system press.
  • the massive cross laminated timber panels 3 are 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.

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  • 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)

Claims (7)

  1. Équipement de modification de bâtiment existant pour renfort sismique, dans lequel les parois (1) du bâtiment existant sont revêtues de panneaux de bois massif lamellés croisés (3) du côté extérieur et/ou intérieur avec l'utilisation d'une couche de colle époxyde (4) et raccordées en outre avec des boulons d'ancrage (5), caractérisé en ce que les hauteurs de panneaux de bois lamellés croisés (3) individuels sont égales à la distance entre les structures de sol (2), les boulons d'ancrage sont utilisés avec des rondelles (10), les panneaux de bois massif lamellés croisés (3), attachés aux parois (1) entre des étages adjacents, sont raccordés l'un à l'autre dans une zone de raccordement (9) au niveau de transitions de l'étage inférieur à l'étage supérieur avec au moins une attache plate en acier (6) de sorte que cette dernière couvre la zone de raccordement (9) annexe et soit raccordée aux panneaux de bois massif lamellés croisés (3) avec des vis à bois auto-taraudeuses (11).
  2. Équipement de modification selon la revendication 1, caractérisé en ce que les panneaux de bois massif lamellés croisés (3) sont réalisés soit de manière monolithique, couvrant d'une seule pièce une paroi (1) individuelle complète du bâtiment existant, soit dans un ensemble multi-pièces où plus de pièces (3.1) à (3.n) sont assemblées pour couvrir les parois individuelles (1).
  3. Équipement de modification selon la revendication 2, caractérisé en ce que des ouvertures (7) pour portes et fenêtres dans les parois (1) d'un bâtiment existant sont découpées dans les panneaux de bois massif lamellés croisés (3) monolithiques.
  4. Équipement de modification selon la revendication 3, caractérisé en ce que les ouvertures (7) pour portes et fenêtres dans les parois (1) du bâtiment existant sont encerclées avec des pièces séparées (3.1) à (3.n) de panneaux de bois massif lamellés croisés (3).
  5. Équipement de modification selon la revendication 1, caractérisé en ce que les panneaux de bois massif lamellés croisés (3) sont raccordés à un étage individuel au niveau de zones de raccordement (9) et sont joints l'un à l'autre avec des vis à bois auto-taraudeuses (11).
  6. Équipement de modification selon la revendication 1, caractérisé en ce que les panneaux de bois massif lamellés croisés (3) sont réalisés à partir d'au moins trois à sept ou plus couches de lamelles de bois qui s'étendent perpendiculairement l'une à l'autre et sont collées l'une à l'autre.
  7. Équipement de modification selon la revendication 1, caractérisé en ce que les panneaux de bois massif lamellés croisés (3) sont collés et attachés aux parois (1) sur le côté intérieur ou extérieur du bâtiment existant.
EP13169294.9A 2012-06-06 2013-05-27 Système de renfort sismique de bâtiment Active EP2672038B1 (fr)

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 EP2672038A2 (fr) 2013-12-11
EP2672038A3 EP2672038A3 (fr) 2014-06-25
EP2672038B1 true EP2672038B1 (fr) 2017-11-15

Family

ID=46880828

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13169294.9A Active EP2672038B1 (fr) 2012-06-06 2013-05-27 Système de renfort sismique de bâtiment

Country Status (3)

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

Families Citing this family (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
CN113833306B (zh) * 2021-10-22 2022-10-25 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

Family Cites Families (11)

* 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.
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
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
JP5069534B2 (ja) 2007-10-15 2012-11-07 安藤建設株式会社 既存建物の外殻補強構造
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
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
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
KR100989218B1 (ko) 2010-08-10 2010-10-20 이정우 조적조 칸막이 벽의 내진보강방법

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
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Also Published As

Publication number Publication date
EP2672038A2 (fr) 2013-12-11
SI23678A (sl) 2012-09-28
EP2672038A3 (fr) 2014-06-25
HRP20180248T1 (hr) 2018-03-09
SI23678B (sl) 2021-10-29

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