WO2011158990A1 - 내진성능을 갖는 창호시스템 - Google Patents

내진성능을 갖는 창호시스템 Download PDF

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Publication number
WO2011158990A1
WO2011158990A1 PCT/KR2010/004560 KR2010004560W WO2011158990A1 WO 2011158990 A1 WO2011158990 A1 WO 2011158990A1 KR 2010004560 W KR2010004560 W KR 2010004560W WO 2011158990 A1 WO2011158990 A1 WO 2011158990A1
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WO
WIPO (PCT)
Prior art keywords
frame member
support beam
damper
window
fixed
Prior art date
Application number
PCT/KR2010/004560
Other languages
English (en)
French (fr)
Korean (ko)
Inventor
오상훈
이상호
Original Assignee
부산대학교 산학협력단
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 부산대학교 산학협력단 filed Critical 부산대학교 산학협력단
Priority to CN2010800671167A priority Critical patent/CN102947530A/zh
Priority to US13/704,403 priority patent/US20130086851A1/en
Publication of WO2011158990A1 publication Critical patent/WO2011158990A1/ko

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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
    • 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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • 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
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/56—Fastening frames to the border of openings or to similar contiguous frames
    • E06B1/60—Fastening frames to the border of openings or to similar contiguous frames by mechanical means, e.g. anchoring means
    • E06B1/6084—Mounting frames elastically, e.g. with springs or other elastic material, between the wall and the frame

Definitions

  • the present invention relates to a window system having a seismic performance.
  • the windows and doors mean various windows or doors installed in openings such as windows or entrances to block an interior space of a building from the outside.
  • openings such as windows or entrances to block an interior space of a building from the outside.
  • windows are essential for circulation of light or indoor air, and a rectangular space is provided at a predetermined position of a wall during construction of a building and installed inside the space.
  • the type and size of the windows and the installation location and the number of windows are appropriately designed in consideration of the load applied to the building as well as the air conditioning and the warmth and light of the room. Since the windows are usually installed on the wall between the columns, the windows themselves do not have a vertical load that the windows cannot handle.
  • the vertical load of the building is mainly the column or bearing wall, and the windows play the role of connecting indoor and outdoor.
  • the horizontal load is a load that shakes the building from side to side and easily collapses the building. Buildings and bridges that collapse when an earthquake occurs are almost horizontal loads.
  • the horizontal load is concentrated on the window portion of the building to destroy the window very easily.
  • the wall where the window is located collapses first, preventing people trapped inside the room from escaping.
  • the present invention has been made to solve the above problems, and plastic deformation due to horizontal load, in particular during the plastic deformation, while the strength is continuously increased, it has a stable hysteresis characteristics to keep the window system stable until just before breaking
  • the damper of the window system absorbs the seismic energy to prevent damage to the structure of the building and to improve the seismic performance.
  • the workability is the same as that of general windows, and the new installation or detachment of existing windows is necessary.
  • the purpose is to provide a window system having a seismic performance can also be installed in.
  • Window system having a seismic performance of the present invention for achieving the above object is mounted in a rectangular space formed on the wall of the building to install the window, two vertical frame members arranged vertically and spaced parallel to each other
  • a main frame having a rectangular frame shape including an upper frame member connecting the upper end of the vertical frame member and a lower frame member connecting the lower end of the vertical frame member; Located in the main frame, one end is fixed to the lower frame member or the upper frame member in parallel with the vertical frame member to provide a window installation space for installing a window therebetween and the vertical frame member
  • the window system having a seismic performance of the present invention for achieving the above object which is mounted in the rectangular space formed on the wall of the building for installing the window, two vertically arranged and spaced parallel to each other A frame member, an upper frame member connecting the upper end of the vertical frame member, a lower frame member connecting the lower end of the vertical frame member, and horizontally disposed between the upper frame member and the lower frame member and vertically on both sides A main frame made of an intermediate frame member connecting the frame members; Located vertically in the main frame but fixed to the upper frame member or lower frame member and extending toward the middle frame member, providing a window installation space for installing a window therebetween and spaced apart from the vertical frame member.
  • a plurality of pillar members A support beam disposed side by side with the intermediate frame member in a state of being fixed to an extended end of the pillar member, and both ends of the support beam being spaced apart from the vertical frame member; It is fixed between the support beam and the intermediate frame member, characterized in that it comprises a damper that receives the horizontal load applied from the outside and yields plastic deformation by the horizontal load or more than the allowable horizontal load.
  • the pillar member In addition, the pillar member; And a plurality of upper pillar members fixed to the upper frame member and extending toward the middle frame member, and a plurality of lower pillar members fixed to the lower frame and extending to the middle frame member, wherein the support beam includes the upper pillar. It is fixed to the extending end of the member and the lower column member is positioned above and below the intermediate frame member, the damper is characterized in that disposed between the intermediate frame member and each support beam.
  • the damper It extends in the longitudinal direction of the support beam, the width direction both ends are fixed to the main frame and the support beam, characterized in that the plate member of a predetermined thickness and width having a plurality of slit-shaped holes.
  • a plurality of the dampers are arranged in parallel along the longitudinal direction of the support beam, characterized in that the damping prevention member for fixing the support beam to the main frame between each damper is further provided.
  • the damper is characterized in that two or more are arranged side by side.
  • the release preventing member is characterized in that the plate-like member having a predetermined thickness arranged to be orthogonal to the damper.
  • the window system having the seismic performance of the present invention made as described above is plastically deformed by horizontal load, and especially during the plastic deformation, the strength of the window continuously increases, and has a stable hysteresis characteristic. It is possible to maintain it, and also the workability is the same as that of general windows, and it is also possible to install a new building or remove an existing window and install it in place.
  • FIG. 1 is a view showing for explaining the configuration of the window system having a seismic performance according to an embodiment of the present invention.
  • FIG. 2 is a front view of the window system shown in FIG.
  • FIG. 3 is an analysis of the internal stress distribution when the horizontal load in the direction of arrow F shown in FIG. 2 is applied to the window system having the seismic performance shown in FIG. 1 through a finite element method (FEM) during numerical analysis. It is a graphic showing one aspect.
  • FEM finite element method
  • FIG. 4 is a view showing another example of the window system having a seismic performance according to an embodiment of the present invention.
  • FIG. 5 is a view showing another example of a window system having a seismic performance according to an embodiment of the present invention.
  • FIG. 6 is a view showing another example of a window system having a seismic performance according to an embodiment of the present invention.
  • FIG. 1 is a view for explaining the configuration of the window system 13 having a seismic performance according to an embodiment of the present invention
  • Figure 2 is a front view of the window system shown in FIG.
  • the window system 13 includes a main frame 15 mounted on an inner region of a square hole formed in the frame 11 during construction of a building, and the main frame 15 of the main frame 15.
  • Three pillar members 23 provided inside, a support beam 19 fixed horizontally to the upper end of the pillar member 23, and a plurality of dampers 17 positioned on the support beam 19. It includes.
  • the main frame 15 includes two vertical frame members 15a arranged side by side and spaced apart from each other, an upper frame member 15b extending horizontally integrally with an upper end of the vertical frame member 15a, and It is integrally connected to the lower end of the vertical frame member (15a) and consists of a lower frame member (15c) parallel to the upper frame member (15b) takes the form of a square frame.
  • the vertical frame member 15a serves as a pillar, and the upper frame member 15b also serves as a beam.
  • the pillar member 23 is fixed to its lower end on the lower frame member 15c and is vertically spaced apart from each other by a predetermined interval to provide a window installation space 27 therebetween.
  • the window installation space 27 is equipped with a general window (29).
  • the left and right pillar members 23 of the pillar members 23 are spaced apart from the vertical frame members 15a, respectively, to form a space 25 between the vertical frame members 15a.
  • the width of the space 25 varies depending on the case, but may be set to about 40mm to 50mm.
  • the space part 25 is a buffer section provided so that the vertical frame member 15a does not collide with the support beam 19 or the pillar member 23 when a horizontal load is applied to the upper frame member 15b in the direction of an arrow F, for example. to be. If there is no space 25, the horizontal load will immediately deform the pillar member 23 by applying a force to the pillar member 23 to plastic deformation.
  • the window 29 mounted on the window installation space 27 is a general window, and for example, a built-in type or an open type may be applied.
  • the built-in window 29 includes a rectangular window frame 29a fixed to the pillar member 23, the lower frame member 15c, and the support beam 19, and a glass plate fitted to the window frame 29a. It consists of 29b.
  • the open-type window 29 is composed of a rectangular window frame 29a and a window slit 29c which is provided to be opened and closed within the window frame 29a. It goes without saying that the glass plate 29b is also fitted to the window frame 29c.
  • the pillar member 23 takes the form of a plate having a predetermined width and thickness, but the shape of the pillar member 23 can be changed as much as the case may be.
  • the support beam 19 fixed to the upper end of the pillar member 23 extends in the horizontal direction and both ends thereof are spaced apart from the vertical frame member 15a.
  • the space between the both ends of the support beam 19 and the vertical frame member 15a is also included in the space 25.
  • the support beam 19 is spaced parallel to the upper frame member 15b and maintains a plurality of dampers 17 between the upper frame member 15b.
  • the damper 17 is a plate member extending in the longitudinal direction of the support beam 19 having a predetermined width and thickness.
  • the dampers 17 are vertically erected between the support beam 19 and the upper frame member 15b, and both widthwise ends thereof are coupled to the bottom surface of the upper frame member 15b and the upper surface of the support beam 19, respectively. do.
  • a plurality of holes 17a are formed in the damper 17.
  • a plurality of the dampers 17 are arranged in series along the longitudinal direction of the support beam 19.
  • the damper 17 may be made of the same material as the main frame 15, and preferably made of steel.
  • the hole 17a is a slit-shaped hole elongated up and down, and improves plastic deformation of the damper 17. That is, when the shear force is applied to the damper 17 by applying a horizontal load in the direction of arrow F to the upper frame member 15b, the damper 17 is plastically deformed by the shear force. If the hole 17a is not present, the damper 17 will not be plastically deformed, and for example, a welded part or other part of the upper and lower ends of the damper 17 will be ruptured. In this way, by installing the damper 17, the damper 17 is applied so that the plastic deformation by the horizontal load, for example, even if an earthquake occurs, the energy of the earthquake can be absorbed by the plastic deformation of the damper.
  • the width w of the hole 17a may vary depending on the case.
  • a plurality of departure preventing bodies 21 are positioned between the support beam 19 and the upper frame member 15b.
  • the release preventing member 21 is a rectangular plate having a predetermined thickness and is fixed in a direction orthogonal to the damper 17.
  • the upper and lower ends of the detachment preventing member 21 are welded to the upper frame member 15b and the support beam 19 to prevent the width direction movement of the support beam 19 with respect to the upper frame member 15b. That is, the support beam 19 moves in the width direction of the support beam 19 to block the outside of the main frame 15.
  • the number of installation or the installation point of the separation preventing body 21 may also vary depending on the case, as shown in Figure 1 may be located between the respective dampers 17 and both ends of the support beam (19).
  • Reference numeral 31 in FIG. 2 denotes an epoxy layer.
  • the epoxy layer 31 serves to buffer the main frame 15 to the inner surface of the frame 11 and block the propagation of vibration.
  • FEM finite element method
  • the stress within the elastic range is a load that can be returned to its original position when the load is released.
  • the damper 17 As the stress is concentrated in the damper 17 as described above, when a strong horizontal load due to an earthquake is transmitted to the window system 13, the damper 17 first plastically deforms and absorbs the energy of the earthquake so that the window system 13 As well as preventing damage to building structures.
  • FIG 4 is a view showing another example of the window system 13 having a seismic performance according to an embodiment of the present invention.
  • dampers 17 are arranged in series in pairs.
  • the structure or function of the damper 17 itself is as shown in FIG. As described above, since the dampers 17 are fixed side by side, the dampers 17 can stand strongly against the horizontal load applied from the outside. In some cases, three or more dampers 17 may be arranged side by side.
  • FIG. 5 is a view showing another example of a window system having a seismic performance according to an embodiment of the present invention.
  • the damper 17 is fixed to the upper surface of the lower frame member (15c).
  • the upper end of the pillar member 23 is fixed to the upper frame member 15b and extends downward, and the support beam 19 is fixed to the lower end of the pillar member 23.
  • the support beam 19 is disposed side by side on the lower frame member 15c, and the damper 17 is positioned between the support beam 19 and the lower frame member 15c.
  • the function of the damper 17 is the same as in FIG.
  • FIG. 6 is a view showing another example of a window system having a seismic performance according to an embodiment of the present invention.
  • the main frame 15 in the window system 13 further has an intermediate frame member 33 between the upper frame member 15b and the lower frame member 15c. Both ends of the intermediate frame member 33 are fixed to the vertical frame member 15a and are horizontal.
  • a plurality of dampers 17 and the departure preventing body 21 is fixed to the upper and lower surfaces of the intermediate frame member 33.
  • the function of the damper 17 and the release preventing body 21 is as described above.
  • a support beam 19 is positioned above the damper 17 and the separation preventing member 21 disposed above the intermediate frame member 33, and a plurality of upper pillar members 23a on the support beam 19. ) Is located.
  • the upper column member 23a connects the upper frame member 15b and the support beam 19 to each other and provides a window installation space 27 therebetween.
  • the window 29 is installed in the window installation space 27.
  • the lower column member 23b is fixed to the upper portion of the lower frame member 15c.
  • the lower column members 23b are spaced apart from each other to provide a window installation space 27 therebetween and support the support beam 19 at the upper end thereof.
  • the support beam 19 is horizontally supported in the state supported by the lower column member 23b and maintains the damper 17 and the release preventing member 21 between the intermediate frame member 33.
  • dampers 17 fixed to the upper and lower portions of the intermediate frame member 33 are plastically deformed by the horizontal load applied to the window system 13, in particular the intermediate frame member 33, and protect the window system.
  • the plate-like steel is applied as the damper 17 in the present embodiment
  • the shape and type of the damper can be changed as long as it can function as the damper.
  • elasticity, viscoelasticity, steel, oil, viscous damper, or the like may be applied.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
PCT/KR2010/004560 2010-06-16 2010-07-14 내진성능을 갖는 창호시스템 WO2011158990A1 (ko)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN2010800671167A CN102947530A (zh) 2010-06-16 2010-07-14 具有耐震性能的窗门系统
US13/704,403 US20130086851A1 (en) 2010-06-16 2010-07-14 Doors and windows system having earthquake-resistant performance

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020100056861A KR101000206B1 (ko) 2010-06-16 2010-06-16 내진성능을 갖는 창호시스템
KR10-2010-0056861 2010-06-16

Publications (1)

Publication Number Publication Date
WO2011158990A1 true WO2011158990A1 (ko) 2011-12-22

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PCT/KR2010/004560 WO2011158990A1 (ko) 2010-06-16 2010-07-14 내진성능을 갖는 창호시스템

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Country Link
US (1) US20130086851A1 (zh)
KR (1) KR101000206B1 (zh)
CN (1) CN102947530A (zh)
WO (1) WO2011158990A1 (zh)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101000206B1 (ko) * 2010-06-16 2010-12-10 부산대학교 산학협력단 내진성능을 갖는 창호시스템
KR101734318B1 (ko) * 2015-04-14 2017-05-15 조선대학교산학협력단 지진재난 방지용 안전도어 조립체
KR101651849B1 (ko) * 2015-11-17 2016-08-30 장극관 슬릿 댐퍼를 이용한 개구부의 내진 보강체 및 그 내진 보강방법
KR101661079B1 (ko) 2016-01-08 2016-10-24 주식회사 유진구조이앤씨 수평방향 내진성능이 향상된 창호시스템
KR101793601B1 (ko) 2017-03-31 2017-11-06 (주)영남유리산업 내진 창호 구조 및 그 시공방법
KR101876511B1 (ko) * 2017-11-10 2018-07-09 이규열 슬릿이 형성된 철골을 이용한 창호 내외부 내진시스템
KR102047678B1 (ko) * 2019-07-24 2019-11-22 신성종합건축사사무소(주) 창호부 격리형 내진 보강 장치
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
KR102069168B1 (ko) 2019-08-27 2020-01-22 동아대학교 산학협력단 고감쇠 고무와 강재를 이용한 이중감쇠 내진구조체
KR102111632B1 (ko) * 2019-11-04 2020-05-15 주식회사 브리텍 스마트 프레임 및 이를 이용한 창호 일체형 시공방법
KR102461401B1 (ko) * 2021-08-26 2022-10-28 이세원 내진형 창호 시스템

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10153013A (ja) * 1996-11-22 1998-06-09 Nkk Corp 耐震壁及びその取付構造
JPH11303414A (ja) * 1998-04-20 1999-11-02 Tsutomu Yamauchi 耐震ルーム
JP2001207549A (ja) * 1999-11-16 2001-08-03 Sekisui Chem Co Ltd 建築物
JP2010070979A (ja) * 2008-09-18 2010-04-02 Sumitomo Rubber Ind Ltd 木造建築物用制震装置および該制震装置を用いた木造建築物の制震構造

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101000206B1 (ko) * 2010-06-16 2010-12-10 부산대학교 산학협력단 내진성능을 갖는 창호시스템

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10153013A (ja) * 1996-11-22 1998-06-09 Nkk Corp 耐震壁及びその取付構造
JPH11303414A (ja) * 1998-04-20 1999-11-02 Tsutomu Yamauchi 耐震ルーム
JP2001207549A (ja) * 1999-11-16 2001-08-03 Sekisui Chem Co Ltd 建築物
JP2010070979A (ja) * 2008-09-18 2010-04-02 Sumitomo Rubber Ind Ltd 木造建築物用制震装置および該制震装置を用いた木造建築物の制震構造

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Publication number Publication date
KR101000206B1 (ko) 2010-12-10
US20130086851A1 (en) 2013-04-11
CN102947530A (zh) 2013-02-27

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