EP2047041A1 - Murs écrans résistant aux tremblements de terre et a panneaux vitrés suspendus - Google Patents

Murs écrans résistant aux tremblements de terre et a panneaux vitrés suspendus

Info

Publication number
EP2047041A1
EP2047041A1 EP06820706A EP06820706A EP2047041A1 EP 2047041 A1 EP2047041 A1 EP 2047041A1 EP 06820706 A EP06820706 A EP 06820706A EP 06820706 A EP06820706 A EP 06820706A EP 2047041 A1 EP2047041 A1 EP 2047041A1
Authority
EP
European Patent Office
Prior art keywords
storey
windows
panels
curtain wall
fixed
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.)
Withdrawn
Application number
EP06820706A
Other languages
German (de)
English (en)
Inventor
Stefanos Tambakakis
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP2047041A1 publication Critical patent/EP2047041A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/54—Fixing of glass panes or like plates
    • E06B3/5427—Fixing of glass panes or like plates the panes mounted flush with the surrounding frame or with the surrounding panes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/90—Curtain walls comprising panels directly attached to the structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms

Definitions

  • This invention refers to the production, fabrication and erection of curtain walls with suspended glassed panels capable of resisting to the seismic forces of major earthquakes without breakage of their glass panes and without deformation or distortion of their structure.
  • the building structure is supplemented by all additional non structural components adjusted to the structure and reacting in parallel with it, depending on their specific characteristics. It is widely accepted that the functional capability of the building and its classification as habitable or not frequently depends on the extent of damage sustained by such additional building components, irrespectively of the fact that the structure may have been unharmed.
  • Fig. 1A Descriptive figure of the deformation and the interstorey drift ( ⁇ ) caused to the building structure between two adjacent storeys in the course of an earthquake are presented on Fig. 1A. It shows the floor slab of the storey referred to (1.1), the roof slab of the said storey or floor slab of the storey above (1.2) and the columns of storey (1.3) under conditions of calm (no tremor).
  • Fig. 1 B presents the deformation of elements and the interstorey drift ( ⁇ ) between slabs of the two storeys (1.4) under conditions of seismic impact.
  • Fig. 1C presents the same section of the building structure along with the structure of the curtain walls provided in ordinary constructions, under conditions of calm (no tremor), while Fig. 1 D refers to the same elements as above under earthquake conditions, during which the structure of the curtain walls keeps up with the deformation of the building structure.
  • Fig. 1 E presents the same structure as that of 1C, with the addition of glass panels, under conditions (no tremor), while Fig. 1 F refers to conditions of seismic impact and shows that the glass panels fail to keep up with the deformation of the curtain walls structure supporting them, with the result of their breakage.
  • a glass curtain wall should be capable of absorbing the entirety of interstorey drift occurring in all directions between the adjacent storeys, while its components should be capable of withstanding, without any permanent deformation, the accelerations (g) developed in the course of the earthquake, irrespectively of the tremor spectrum.
  • This capability should be characteristic of all glass curtain walls at any level and in any direction, of corner walls at any corner, edge or setback, corner walls between buildings, as well as of curtain walls carrying unified glass panels from one floor to the other floor.
  • the seismic resistance of the glass curtain wall should not affect its functional capacity or its air- and water-tightness and it should not reduce its strength against wind pressure and other external forces after the termination of the earth tremor.
  • All the above may be achieved by way of a functional separation of the glass curtain wall of each storey from those of adjacent storeys, upper or lower, in a way ensuring that the drift of the curtain wall in each storey will be independent from those of curtain walls over the other storeys.
  • the glass curtain wall over each storey is ideally divided (Fig. 2A) into two distinct sections (2.1 ) and (2.2) via a horizontal division line drawn all along the storey facade at the level of the window lintel (2.3).
  • Each section (2.1) and (2.2) consists of two parts: the firm part including the structure of the curtain wall over the specific storey, along with the firm glass panels (2.4) fixed on such structure (spandrel), and the part of the windows over the storey (2.5).
  • the two parts (2.4) and (2.5) run all along the storey and are interconnected in a way ensuring their joint cooperation in achieving earthquake resistance as a unified section (2.1) or (2.2), while allowing the window autonomy along with the capacity of windows to operate as open ones throughout the length of the storey, Fig. 2B (2.6).
  • Figs. 3A and 3B present sections of the structure of a two-storey glass curtain wall, one at the storey floor slab, Fig. 3A, and the other at the floor slab of the storey above, Fig.3B, both having as main components the uprights (3.1), the horizontal beams at each storey (3.2) and (3.3) and their attachments (3.4).
  • the uprights (3.1) carry over their tops and support the horizontal beams of each storey (3.2) and (3.3). Their height corresponds to the height of the structure of each storey and they are fixed onto the floor slab of the storey to which they belong by means of the attachments (3.4) in the form of cantilevers protruding on either side.
  • the supports (3.4) constitute the joint between the structure of the glass curtain wall and that of the building and are capable of assuming all forces generated by the earthquake, together with the other forces due to dead loads and wind pressures.
  • the beam (3.2) as shown in Fig.
  • FIG. 3A belongs to the structure of the storey referred to and constitutes the sill- beam of the storey windows supporting the lower side of such windows (2.5), as well as the beam from which the storey fixed glass panels (2.4) are suspended, while the beam (3.3), as shown in Fig. 3B, belongs to the structure of the storey above and constitutes the lintel-beam of the storey windows from which the storey (2.5) windows are suspended and which supports the lower side of fixed glass panels over the storey above.
  • the uprights (3.1) are in no contact at all with the glass panels. This, therefore, makes possible their fabrication not only from aluminum sections, but also from steel sections such as IPE, U, Z or from hollow sections, which offer better and more economic solutions to the increased structural requirements of earthquake conditions.
  • the unitized construction system i.e. prefabricated panels that may be transferred onto the works site and suspended from prefixed calibrated supports.
  • Figs 4A and 4B show the prefixed supports on the storey floor slab (4.4), along with the prefabricated panels of the unitized system (4.1).
  • cover materials such as gypsumboards or cementboards or other similar material (4.2)
  • interim insulation materials such as boards of mineral wool or other similar material (4.3)
  • cover materials such as gypsumboards or cementboards or other similar material (4.2)
  • interim insulation materials such as boards of mineral wool or other similar material (4.3)
  • cover materials such as gypsumboards or cementboards or other similar material (4.2)
  • interim insulation materials such as boards of mineral wool or other similar material (4.3)
  • flexural stiffness 4.5
  • each storey is confined to its fixed part (spandrel), fixed onto its slab, which it follows in all earthquake displacement.
  • the structure of the glass curtain wall of each storey follows only the displacements of the slab of the storey to which it is fixed. Therefore, it does not affect or is not affected by the displacements of the structure of adjacent storeys, above or below, from which it is independent.
  • Fig. 5 presents a general vertical section of the glass curtain wall covering three storeys, showing the fixed sectors of the storeys (5.1), (5.2), (5.3), with their fixed part (5.4) containing also the structure of each storey, and also with the part of the windows (5.5).
  • Fig. 5 shows the lower horizontal sill-beams (5.6) of the windows, identical over all storeys, from which fixed glass panels of each storey (5.4) are suspended and which support the lower side of the storey windows. It also shows the upper horizontal lintel-beams of the windows (5.7), identical over all storeys, from which the windows of each storey are suspended and which support the lower side of the fixed glass panels of the storey above.
  • this is the beam from which the windows of the storey referred to are suspended. However, it always belongs to the structure of the storey above, with the exception of the case of a glass curtain wall over the top storey, in which the beam is directly supported by the storey roof slab and belongs to the same storey. The same thing applies to the lowest/bottom storey of the glass curtain wall, in which case the beam rests directly on the storey floor slab.
  • the horizontal beam (5.7) constitutes also the beam establishing, via the window suspension line, the line of ideal separation of the fixed sectors of the curtain wall over each storey (5.1 , 5.2), along with the sliding line between them.
  • Figs 6A, 6B present at a larger scale the fixed sector (6.1) of a storey corresponding to (5.1) in Fig. 5 and show its two parts: the fixed part (6.4) and the part of the windows (6.5).
  • the part of the windows (6.5) lies between the fixed part (6.4), a section of the fixed part of the storey (6.1) and the fixed part (6.4) of the fixed sector (6.2) of the storey above, to which belongs the horizontal beam (6.7), from which the storey windows (6.5) are suspended.
  • hook (6.9) is provided on the aluminum profile (6.7) of the upper horizontal beam- lintel of the storey windows
  • hook (6.10) is provided along the upper horizontal profile (6.1 1) of the frames of glassed panels of the storey windows.
  • An insert (6.3) is provided in-between the double mutual hooks (6.9) and (6.10), of a material having a low coefficient of friction, polyamide or teflon or other similar.
  • the insert creates the division and sliding line between the firm sectors of the storey (6.1 and 6.2) in a direction parallel to the surface of the glass curtain wall.
  • the sliding line (6.3) acts at the same time as a rotation line of the hook (6.10) for opening of the windows. This means that, at each storey and throughout the length of the storey, the glass panels in the region of the windows are opening windows.
  • All suspended windows through the double mutual hooks terminate with the lower horizontal profile of the frames of their glass panels (6.12) over the lower horizontal beam -sill (6.6) of the storey windows.
  • the windows are tied and fixed onto the sill beam (6.6) in a manner ensuring that the two parts, firm part and windows, operate together as a unified sector (6.1), which cooperates under earthquake conditions with the respective sector of the storey above (6.2) via operation of the sliding line (6.3).
  • the displacement of sector (6.1) is not affected by the displacement of sector (6.2).
  • fixed glass panels (6.4) at each storey their hanging is effected from the lower horizontal beam -sill of the storey windows, also by means of hooks.
  • One of these hooks (6.13) is provided throughout the length of the lower horizontal beam- sill of the storey (6.6), while the other (6.14) is provided over the upper horizontal profile of the frame of fixed glass panels (6.15).
  • the fixed glass panels are made firm through the use of other hooks.
  • One of the latter (6.17) is provided throughout the length of the upper horizontal beam- lintel of the windows of the storey below (6.7) and the other (6.18) is provided over the lower horizontal profile of the frame of the fixed glass panel (6.16).
  • a rubber insert (6.19) is provided in-between the two hooks serving the hanging up and the fixing of fixed glass panels onto the structure of the glass curtain wall.
  • the insert shall have a high coefficient of friction, while a stronger locking up of the fixed glass panels onto the structure is achieved through the use of bolts for tying up at point (6.20).
  • Fig. 7A presents a vertical section of the glass curtain wall in a state of calm
  • Figs 7B and 7C refer to earthquake conditions with a seismic direction perpendicular to the surface of the curtain wall.
  • the latter Figs show the hinges (7.5, 7.6) and the interstorey drift ( ⁇ ) (7.7).
  • the line of suspending the windows constitutes a dividing and also a sliding line between the fixed sectors of the glass curtain wall on each storey. This is due to the introduction of an insert, of a material having a low coefficient of friction, between the double mutual hooks serving the hanging up of the windows (6.3). In this way, it is possible Fig. 8, for the two fixed sectors of the glass curtain wall (8.1) and (8.2) to slide freely between them, thus ensuring a free and independent displacement of the lower fixed sector in relation to the upper fixed sector of the curtain wall over each storey.
  • the lower fixed sector of the glass curtain wall (8.1), which follows the displacement of the floor slab of the storey referred to, is not affected by the displacement of the fixed sector of the curtain wall over the storey above (8.2), which follows the displacement of the floor slab of the storey above.
  • the same thing occurs with the fixed sector of the curtain wall over the storey below. Therefore, the glass curtain wall over each storey remains unaffected by the seismic drifts ( ⁇ ) of the adjacent storeys (8.6), thus the problem constituting the principal cause of breakage of the glass panes in an earthquake is eliminated.
  • Polyamide or teflon or other similar sliding matter with a low coefficient of friction is fixed over the extremity of the hook of the upper horizontal beam -lintels of the windows in a form commensurate to the hook end in a manner ensuring its firmness and safety.
  • the two parts of each sector fixed (8.4) and windows (8.5), should be strongly tied to each other over the horizontal beam -sill of the windows, so that the related seismic drift ( ⁇ ) between the storey floor slabs (8.6) may be turned into a corresponding sliding ( ⁇ ) (8.7) between the two sectors (8.1) and (8.2).
  • each sector of the storey is achieved through the creation of a stable structure of the glass curtain wall in compliance with a unitized system, the implementation of strong fixing points capable of transferring the seismic forces with safety from the building structure to the structure of the curtain wall and vice-versa and also by fixing firmly the storey windows onto the sill-beam of the storey structure.
  • the related drift ( ⁇ ) between the storeys is transferred in a horizontal direction by way of the sliding line to the extremities of the glass curtain wall, where it terminates.
  • a special angle of termination is therefore required to enable the drift to be absorbed.
  • the difficulty is aggravated by the fact that the drift parallel to the one side of the building structure entails a drift vertical to the other side, with the result of a conflict being created between the drifts of the curtain walls at the angles.
  • the termination profile of the angles of the glass curtain wall should be capable of performing movements of a gyroscopic nature, if the curtain wall is to adjust parallel to such drifts.
  • Figs 9A, 9B, 9C show the formation of the angles of the glass curtain walls structure (9.1 and 9.2) by joining the horizontal beams, i.e. the sill-beam (9.3) and the lintel-beam (9.4), an operation performed by simply cutting the aluminum profiles in a diagonal direction and by joining them with the introduction of parallel blades capable of providing a firm and unfaltering angle, as required in each case (9.5, 9.6) and (6.22, 6.23).
  • the construction of the angles of horizontal beams in the structure of the glass curtain wall implies that the entire structure of the curtain wall over each storey, both in its straight and angular sectors, is unified and follows in a unified way the displacement of the storey slab unto which it is fixed.
  • Fig.1OA The profile of the angle shown on Fig.1OA was devised on the basis of these requirements. Combined with Fig.1OB, it shows, on a horizontal section, the relationship of the profile of the angle with the vertical profiles of the window side glass panels.
  • Figs 1OA and 1OB present the main legs of the angle (10.1), which combined with the termination of the vertical profiles of the frames of the side window glass panels (10.6), which length of these legs defines the related drift ( ⁇ ) of the glass curtain wall, which is absorbed at the angle. Furthermore, the legs of air- and water-tightness are shown, internally (10.2) and externally (10.3), with the same or even greater margins of drift, in combination with the terminations of the vertical sections of window frames (10.7) and of glass panels (10.8).
  • the overlapping (10.11) of the angle legs (10.1) and of the terminations (10.6) takes into account the requirement for the terminations of the glass panels to overlap always the angle legs with the purpose of ensuring the smooth movement of the angle profile during the earthquake.
  • the angle ends of glass panes are chamfered (10.9) proportionately to the anticipated drift in that direction ( ⁇ ') (10.10).
  • a closed core (10.4) is provided, aiming at creating appropriate conditions of support of the angle profile at its ends and so to enable the follow-up of the drifts of the curtain wall over the angle.
  • the angle profile (11.1) is fixed at its ends at only two points.
  • the other fixing point lies at the lower end of the angle profile, Figs 11 D, 11 E, 11 F, and is fixed onto the upper side of the angle formed by the lower horizontal beams -sill of the storey windows (11.6) by means of an attachment in the form (11.7) and by a pin (11.8) moving freely in all directions within a margin allowed in the attachment (11.9) for vertical movements.
  • the same angle profile is applied at the angle of fixed frames for reasons of architectural uniformity and of meeting in a unified way the requirements for tightness etc. as mentioned hereabove.
  • the only difference being that the angle profile is fixed directly on the beams of the structure of the glass curtain wall, since the angle remains firm and steady on such structure.
  • the absorption of the drift in a direction parallel to the surface of the curtain wall is assumed by a profile of side edge in a form corresponding to half the angle profile, with edge sides at right angle and with legs of cooperation with the terminations of the end profiles of the frames of the window glass panels having a length commensurate to the anticipated drift ( ⁇ ).
  • the drift ( ⁇ ) (7.7) is absorbed by the free revolution at the joints (7.5,
  • the bolt (12.2) with a square head is positioned by sliding into the incision (12.6) of the lower horizontal profile of the window frame (12.7), while the angle (12.3) is fixed firmly into the beam interior (12.1). Together, they hold and lock the windows against seismic forces perpendicular to their plane.forces corresponding to wind pressures, positive or negative. In parallel, and by way of their removal, they make it possible for the windows to function as opening windows in future, if required. At the same time and in collaboration with the joint along the window suspension line, they function as joints for absorbing seismic drifts ( ⁇ ) (7.7) at right angle to the plane of the curtain wall.
  • the attachment fork (12.4) firmly fixed onto the lower section of the window frame (12.7), in combination with the attachment pin (12.5), equally firmly fixed onto the sill-beam of the windows (12.1), bar the sideways displacement of windows in relation to the sill-beam (12.1), while in parallel they do not impede their opening.
  • the two legs (13.1 and 13.2) are not in contact with the horizontal window suspension beam (13.3) and are fixed in such a way as to immobilize, in collaboration with the fork (12.4), the windows from any horizontal shifting in relation with the horizontal sill-beam on which they are held firm.
  • the difference in this case is that, when the glass curtain wall is continuous heightwise and the glass panels are unified from storey to storey (16.1), then the two horizontal beams of the case of the windows are unified into a single beam (16.2).
  • the latter beam shall carry the features of both of them, a sill at the upper part (16.3) and a lintel at the lower part (16.4), double mutual hooks at the lower part (16.5), stabilization attachments at the upper part (16.6).
  • the glass panels are equivalent to very high windows, in which the upper horizontal beam -lintel of the windows is positioned directly at the roof of the storey and the lower horizontal beam -sill of the windows lies directly at the storey floor. Also in this case, the operation of earthquake resistance between storeys remains unchanged.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Securing Of Glass Panes Or The Like (AREA)

Abstract

L'invention concerne des murs écrans capables de résister aux forces sismiques de tremblements de terre majeurs sans que leurs panneaux de verre se brisent et sans déformation ni distorsion de leur structure. Ceci peut être réalisé par la séparation fonctionnelle du mur écran de chaque étage de ceux des étages adjacents, en formant une ligne de coulissement sur le dessus des fenêtres (2.3), à travers les crochets réciproques de suspension des fenêtres (6.3, 6.10), de sorte que le déplacement d'un étage soit indépendant des autres. La structure du mur écran de chaque étage est confinée uniquement à la partie fixe du mur écran de l'étage, et comprend les montants (3.1), la traverse basse (3.2), le linteau (3.3) et les fixations (3.4). Il n'y a pas de montants dans la région des fenêtres. Les montants de la structure du mur écran de chaque étage n'entrent en aucun cas en contact avec les panneaux de verre. Les flottements entre étages (d) sont absorbés dans toutes les directions par les joints de suspension des fenêtres (7.5) et (7.6) et les profils d'angle (10).
EP06820706A 2006-07-27 2006-12-12 Murs écrans résistant aux tremblements de terre et a panneaux vitrés suspendus Withdrawn EP2047041A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GR20060100444A GR1005566B (el) 2006-07-27 2006-07-27 Αντισεισμικα υαλοπετασματα με αναρτωμενα υαλοστασια
PCT/GR2006/000067 WO2008012589A1 (fr) 2006-07-27 2006-12-12 Murs écrans résistant aux tremblements de terre et a panneaux vitrés suspendus

Publications (1)

Publication Number Publication Date
EP2047041A1 true EP2047041A1 (fr) 2009-04-15

Family

ID=37768709

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06820706A Withdrawn EP2047041A1 (fr) 2006-07-27 2006-12-12 Murs écrans résistant aux tremblements de terre et a panneaux vitrés suspendus

Country Status (12)

Country Link
US (1) US20100186315A1 (fr)
EP (1) EP2047041A1 (fr)
JP (1) JP2009544872A (fr)
KR (1) KR20090035721A (fr)
CN (1) CN101501282A (fr)
AU (1) AU2006346766A1 (fr)
CA (1) CA2656006A1 (fr)
GR (1) GR1005566B (fr)
IL (1) IL196666A0 (fr)
RU (1) RU2418140C2 (fr)
WO (1) WO2008012589A1 (fr)
ZA (1) ZA200900139B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979389A (zh) * 2012-11-07 2013-03-20 安徽鑫发铝业有限公司 一种幕墙横框与开启扇的连接结构

Families Citing this family (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100989934B1 (ko) 2010-04-01 2010-10-29 조병은 조립식 커튼월 모듈의 구조 및 이의 시공방법
CN103015576A (zh) * 2011-09-27 2013-04-03 苏州金螳螂幕墙有限公司 一种单元幕墙的侧挂装置
CN102400586B (zh) * 2011-11-18 2013-07-10 苏州设计研究院股份有限公司 超大层高差异的建筑结构
CN102787680A (zh) * 2012-07-31 2012-11-21 长沙远大住宅工业有限公司 单元式装配混凝土外墙体系
CN103572868B (zh) * 2012-08-09 2015-10-28 力福建材（昆山）有限公司 玻璃幕墙系统
CN103114667B (zh) * 2013-02-28 2015-06-10 江河创建集团股份有限公司 幕墙中立柱横梁连接方法及连接用装置
US8959855B2 (en) * 2013-05-07 2015-02-24 Elston Window & Wall, Llc Systems and methods for providing a window wall with flush slab edge covers
CN105003009B (zh) * 2015-07-21 2017-09-26 上海建工七建集团有限公司 幕墙与楼层结构之间的空隙封闭结构及其施工方法
CN105544821B (zh) * 2016-01-19 2017-09-29 吴倩倩 一种抗震外墙挂板及其安装方法
US10724234B2 (en) 2016-03-03 2020-07-28 Talon Wall Holdings Llc Building facade system
US9752319B1 (en) * 2016-03-03 2017-09-05 Kurtis E. LeVan Building facade system
CN106121102B (zh) * 2016-05-17 2018-07-24 天津住宅集团建设工程总承包有限公司 预制混凝土外围护夹心墙板挂装连接施工方法
CN105908879B (zh) * 2016-06-07 2018-07-31 南京奥捷墙体材料有限公司 幕墙密封抗震结构及具有密封抗震结构的幕墙
CN107217767A (zh) * 2017-07-28 2017-09-29 苏州市凯顺电器有限公司 一种固定式玻璃幕墙连接件
CN107514078A (zh) * 2017-08-25 2017-12-26 广州机施建设集团有限公司 一种玻璃幕墙的连接结构以及玻璃幕墙的安装方法
CN107893491A (zh) * 2017-12-13 2018-04-10 中机中联工程有限公司 一种明框玻璃幕墙支撑系统及其安调方法
US10889984B2 (en) * 2018-11-08 2021-01-12 Newage Products Inc. Building assembly
US20200157809A1 (en) * 2018-11-15 2020-05-21 Oldcastle Buildingenvelope Canada Inc. Facade system for a building structure and spandrel wall panel therefor
CA3030735A1 (fr) * 2019-01-21 2020-07-21 Michael W. Richard Ancrage sismique pour murs-rideaux
WO2020156963A1 (fr) * 2019-01-24 2020-08-06 Basf Polyurethanes Gmbh Bâtiment, en particulier bâtiment à plusieurs étages, et utilisation d'un amortisseur dans un tel bâtiment
CN111851805A (zh) * 2019-04-30 2020-10-30 北京汉能光伏技术有限公司 一种幕墙单元及幕墙
CN110241942B (zh) * 2019-06-26 2021-02-12 吉林建筑大学 一种内夹轻型装配式防屈曲支撑的冷弯型钢组合墙
CN110565827B (zh) * 2019-08-22 2024-05-17 广东中集建筑制造有限公司 一种抗震组件和模块化建筑
CN110512822B (zh) * 2019-08-24 2020-09-15 江苏华亚工程设计研究院有限公司 一种曲面玻璃安装结构
CN111159795B (zh) * 2019-11-22 2023-05-09 久瓴(江苏)数字智能科技有限公司 玻璃幕墙生成方法、装置、计算机设备和存储介质
CN112482627B (zh) * 2020-12-09 2021-12-17 深圳市中筑科技幕墙设计咨询有限公司 一种装配式钢化玻璃幕墙
CN113638523B (zh) * 2021-07-20 2022-08-16 武汉创高建装股份有限公司 一种具有防风抗震功能的建筑幕墙
CN113550472B (zh) * 2021-07-22 2023-01-17 宁波华腾建设有限公司 一种隐框式的采光顶建筑幕墙结构
CN114837332A (zh) * 2022-03-23 2022-08-02 南通润远结构件有限公司 一种抗风型玻璃幕墙结构
CN114737704B (zh) * 2022-06-14 2022-08-30 北京建工集团有限责任公司 一种可适应于不同主体结构之间变形不协调的幕墙系统
CN115749005A (zh) * 2022-11-16 2023-03-07 中国一冶集团有限公司 一种曲面网壳结构屋面幕墙防渗漏结构及其使用方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6269600B1 (en) * 1996-10-16 2001-08-07 Stefanos Tambakakis Curtain walls with suspended glassed panels

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1275756B (de) * 1965-01-02 1968-08-22 Kerapid Fertigung Wandverkleidung aus schweren, aus Stein od. dgl. bestehenden Verkleidungsplatten
US3638377A (en) * 1969-12-03 1972-02-01 Marc S Caspe Earthquake-resistant multistory structure
US3742667A (en) * 1971-08-09 1973-07-03 A Tofani Architectural panel system
US4483122A (en) * 1979-08-09 1984-11-20 Ppg Industries, Inc. Replacement panel and method of installing same in a curtainwall
JPS6117126Y2 (fr) * 1980-12-29 1986-05-26
US4453355A (en) * 1981-07-28 1984-06-12 Stoakes Richard Lewis Curtain wall constructions
JPS5924051A (ja) * 1982-08-02 1984-02-07 ワイケイケイ株式会社 ユニツト式カ−テンウオ−ル
JPS59179909U (ja) * 1983-05-18 1984-12-01 ワイケイケイ株式会社 ユニツト体端部と建物壁とのシ−ル装置
JPS60108619U (ja) * 1983-12-28 1985-07-24 ワイケイケイ株式会社 カ−テンウオ−ルユニツトの連結装置
JPS60108616U (ja) * 1983-12-28 1985-07-24 ワイケイケイ株式会社 ユニット式カーテンウォールのカーテンウォールユニットの取付構造
GB2153870B (en) * 1983-12-28 1987-04-29 Yoshida Kogyo Kk Prefabricated curtain wall assembly having both window and spandrel units
US4866896A (en) * 1988-04-26 1989-09-19 Construction Specialties, Inc. Panel wall system
JPH0734982Y2 (ja) * 1990-04-27 1995-08-09 セントラル硝子株式会社 出隅部のパネル取付け構造
US5155958A (en) * 1991-10-17 1992-10-20 Huff James C Fastening and support system for architectural panels
SE505797C2 (sv) * 1991-12-30 1997-10-13 Nils Gunnar Jansson Anordning för uppsättande av fasadelement av glas
US6598359B1 (en) * 1998-06-08 2003-07-29 Heinrich Wulfert Earthquake-immune curtain wall system
US7681366B2 (en) * 2007-03-15 2010-03-23 Permasteelisa Cladding Technologies, L.P. Curtain wall anchor system

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6269600B1 (en) * 1996-10-16 2001-08-07 Stefanos Tambakakis Curtain walls with suspended glassed panels

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979389A (zh) * 2012-11-07 2013-03-20 安徽鑫发铝业有限公司 一种幕墙横框与开启扇的连接结构

Also Published As

Publication number Publication date
IL196666A0 (en) 2009-11-18
JP2009544872A (ja) 2009-12-17
US20100186315A1 (en) 2010-07-29
KR20090035721A (ko) 2009-04-10
WO2008012589A1 (fr) 2008-01-31
RU2418140C2 (ru) 2011-05-10
GR1005566B (el) 2007-06-19
RU2008114612A (ru) 2010-05-10
CN101501282A (zh) 2009-08-05
AU2006346766A1 (en) 2008-01-31
CA2656006A1 (fr) 2008-01-31
ZA200900139B (en) 2010-01-27

Similar Documents

Publication Publication Date Title
US20100186315A1 (en) Earthquake resistant curtain walls with suspended glazed panels
RU2483170C2 (ru) Конструкция стены с использованием несущей стеновой панели для деревянного здания и способ ее изготовления
US3893271A (en) Basic beam structural member and structures built therefrom
Palios et al. Unbonded brickwork for the protection of infills from seismic damage
EP2672038B1 (fr) Système de renfort sismique de bâtiment
KR100959063B1 (ko) 커튼월 및 창호 시스템의 프레임 보강용 장치
Paquette et al. Out-of-plane seismic evaluation and retrofit of turn-of-the-century North American masonry walls
US7832162B1 (en) Corner wall structure to prevent corner damage
JP2001248331A (ja) 制震ダンパーの設置構造および設置方法
Chen et al. Seismic behavior of unitized glazed curtain walls in a low-damage structural steel building
JP2001003597A (ja) 制振装置
JP7421890B2 (ja) 建物
JP4541837B2 (ja) 鋼製フレーム付ａｌｃ版によるカーテンウォール構造及びその施工法
JP6782058B1 (ja) 有孔シート被覆ｐｃ版を使用した木造建物の構築工法
JP2003293496A (ja) カーテンウォール
JP4926583B2 (ja) 建物
JPH09310509A (ja) 既設建屋の耐震補強構造
JP2516074B2 (ja) 建物の耐振破壊防止用上下連結装置
US20150143764A1 (en) Framework wall structure, building and framework wall construction method
Dabholkar Alternative of retrofitting for ground soft story formation using concrete web stiffeners
JPH06307091A (ja) 建物ユニットにおける吊り部の構造
JP4552320B2 (ja) 制震構造物
JP2021173074A (ja) 中間階免震構造物
JP2019060158A (ja) 災害用のシェルタ
JPH06307090A (ja) 建物ユニットにおける吊り部の構造

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20090116

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

RAX Requested extension states of the european patent have changed

Extension state: AL

Payment date: 20090114

Extension state: RS

Payment date: 20090114

Extension state: MK

Payment date: 20090114

Extension state: BA

Payment date: 20090114

17Q First examination report despatched

Effective date: 20121214

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20130425