KR101651849B1 - Seismic retrofitting technique of framed structure by elasto-plastic steel damper - Google Patents
Seismic retrofitting technique of framed structure by elasto-plastic steel damper Download PDFInfo
- Publication number
- KR101651849B1 KR101651849B1 KR1020150161352A KR20150161352A KR101651849B1 KR 101651849 B1 KR101651849 B1 KR 101651849B1 KR 1020150161352 A KR1020150161352 A KR 1020150161352A KR 20150161352 A KR20150161352 A KR 20150161352A KR 101651849 B1 KR101651849 B1 KR 101651849B1
- Authority
- KR
- South Korea
- Prior art keywords
- frame
- steel frame
- window
- damper
- earthquake
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 58
- 239000010959 steel Substances 0.000 title claims abstract description 58
- 238000000034 method Methods 0.000 title abstract description 13
- 238000009420 retrofitting Methods 0.000 title description 6
- 239000004033 plastic Substances 0.000 title description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 12
- 239000011150 reinforced concrete Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 230000035515 penetration Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 18
- 239000002184 metal Substances 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Images
Classifications
-
- E04B1/985—
-
- 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
- E06B1/02—Base frames, i.e. template frames for openings in walls or the like, provided with means for securing a further rigidly-mounted frame; Special adaptations of frames to be fixed therein
-
- 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
- E06B1/04—Frames for doors, windows, or the like to be fixed in openings
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
- E05Y2800/00—Details, accessories and auxiliary operations not otherwise provided for
- E05Y2800/40—Physical or chemical protection
- E05Y2800/422—Physical or chemical protection against vibration or noise
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
- E05Y2900/00—Application of doors, windows, wings or fittings thereof
- E05Y2900/10—Application of doors, windows, wings or fittings thereof for buildings or parts thereof
- E05Y2900/13—Type of wing
- E05Y2900/148—Windows
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
The present invention relates to an improvement in seismic performance of an opening formed in a reinforced concrete frame, and more particularly, to a reinforced concrete frame structure in which a steel frame frame is fixed to the inside of an opening of a reinforced concrete frame frame and a slit damper The window frame which is moved due to the deformation of the damper is provided with an anti-seismic reinforcement body which can stably maintain the window system and the seismic reinforcement Reinforcing method.
Generally, various buildings are composed of columns separated vertically between the upper and lower slabs by the slabs and square openings formed by the pillars and beams on the side of the building, and various windows are installed do.
In this case, the window means various windows or doors installed in the opening to block the interior space of the building from the outside, and such a window is essential for circulation of mining or indoor air, And a rectangular opening is provided in the opening.
In addition, the type, size, installation position and number of windows are appropriately designed in consideration of air conditioning, keeping warm in the room and lighting, as well as loads applied to the building, and usually windows are installed on the walls between the columns and the columns The vertical load of the window does not reach the vertical load which the window can not afford, and the vertical load of the building is mainly responsible for the column and the bearing wall, and the window plays a role of connecting the indoor and the outdoor.
On the other hand, when a strong wind is blown into a building or an earthquake occurs, a horizontal load is applied to the building. The horizontal load is a load that shakes the building from side to side, which easily collapses the building. Mostly due to horizontal loading.
In addition, the above-mentioned horizontal load is concentrated on the window portion of the building, so that the window can be easily broken. For example, when the building collapses due to an earthquake, the wall where the window is located is composed of windows and openings of relatively weak structure. First, it collapses and people trapped in the room can not escape.
As a result, seismic strengthening work is carried out for each of the openings in the building which has not been subjected to sufficient earthquake-resistant design as described above, thereby preventing breakage and collapse of the wall due to horizontal load when an earthquake occurs.
The seismic strengthening method for each of the openings is to reinforce the horizontal and vertical members of the structure, thereby improving the deformability. The aramid (carbon) fiber sheet is wrapped around the reinforced concrete column so that it can be easily lifted There is a reinforcing method of reinforcing reinforcement which does not easily collapse due to the enhancement of abilities, and there is a method of strengthening reinforcement that increases the strength by reinforcing the vertical and horizontal members of the structure, There is a reinforcing method of stiffness and ductility which improves the strength and ductility of a structure by providing a damper to reinforce the steel frame and to reinforce the damper through energy absorption.
That is, in the case of the window system having the seismic performance of the Japanese Patent No. 10-1000206, plastic deformation is caused by the horizontal load, and in particular, the proof strength continuously increases during the plastic deformation and the stable hysteresis characteristic is maintained, In addition, the damper of the window system can absorb the earthquake energy to prevent damages to the building structure and improve the seismic performance. Also, when the construction is made like a general window, it can be newly installed or removed from the existing window, A window system having an earthquake-proof performance capable of being installed in a place has been found.
In addition, Japanese Patent Application Laid-Open No. 10-1161785 also discloses a window system having a brace, a connecting plate, and a damper in a window frame, so that the window system can stably maintain a window system when an earthquake occurs, This is what has been put forward.
However, in the above-described seismic retrofitting method, a window-type seismic retrofitting system is used for reinforcing a reinforced concrete frame which is vulnerable to an earthquake and increasing a strength and ductility by installing a damper in the frame. In this case, And the steel frame and damper are installed on the reinforced concrete wall, there is a possibility of shear failure due to the shortening effect because the steel column is shortened, and the deformation amount of the upper damper is not large, I have a problem. Further, since the damper is provided between the upper double steel frame frames, it is inevitable to reduce the openings, which makes it difficult to maintain the existing openings.
In addition, in the case of the integral window system having the seismic performance, there is a problem in planning that the bushing member for supporting the damper closes the window opening, so that the ventilation is not smoothly performed and the user's discomfort due to reduction of the light- It has a very large head.
SUMMARY OF THE INVENTION The present invention has been made in order to solve the problems described above, and it is an object of the present invention to provide a frame structure for a window frame, in which a window frame is fixedly formed within a frame frame, and a slit damper by a brace is coupled between a lower portion of the frame frame and a lower portion of the window frame, So that it can be reasonably coupled and fixed to the pillars and beams constituting it,
The slit damper is excellent in the damper effect due to the slit damper, and the slit damper positioned at the lower portion of the window frame can prevent the effect of the steel frame frame An earthquake-resistant reinforcement of an opening portion using a slit damper and an earthquake-proof reinforcement method thereof are provided.
In order to accomplish the above object, the present invention provides a steel frame structure comprising: a vertical frame made of a steel frame; A window frame connected to a lower side of an upper horizontal frame of the steel frame; And a slit damper connecting the lower side of the window frame and the lower horizontal frame,
Wherein the window frame is composed of a vertical frame fixed to the lower side of the upper horizontal frame and a horizontal frame connecting the lower ends of the vertical frames and the upper side of the slit damper is connected to the lower end of the vertical frame by a brace, And the lower side is fixed to the upper surface of the lower horizontal frame.
INDUSTRIAL APPLICABILITY According to the present invention, a steel frame for anti-seismic reinforcement of openings can be effectively mounted and fixed on beams and pillars constituting the opening, so that the work efficiency is excellent. In the case of a window frame in a steel frame, The slit damper connecting the frame of the frame and the frame of the window maximizes the damper effect to improve the ductility and the stiffness of the opening, So that it can be concealed through external finishing, so that it is very efficient because it does not interfere with the mining ability and perspective of the window.
1 is an overall perspective view of an anti-seismic reinforcement according to the present invention;
2 is an overall front view of an anti-seismic reinforcement according to the present invention
3 is an enlarged view of a principal part of an anti-seismic reinforcement according to the present invention
Fig. 4 is an installation state diagram of an anti-seismic reinforcement according to the present invention
5 is an enlarged view of an essential portion of an installed state of an earthquake-
6 is a view showing another embodiment of an anti-seismic reinforcement according to the present invention
The terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary meanings and the inventor may properly define the concept of the term to describe its invention in the best possible way And should be construed in accordance with the principles and meanings and concepts consistent with the technical idea of the present invention.
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
FIG. 1 is an overall perspective view of an anti-seismic reinforcement according to the present invention, FIG. 2 is a front view of an anti-seismic reinforcement according to the present invention, and FIG. 3 is an enlarged view of a seismic reinforcement according to the present invention.
As shown in the drawing, the seismic retrofitting body for the opening in the building according to the present invention is made up of a
That is, the
At this time, the
As the
The
The
Here, the
The horizontal load applied to the
Particularly, the
The
The upper and
In addition, the
As shown in FIGS. 4 and 5, the method of reinforcing the openings using the seismic retrofitting structure according to the present invention will now be described with reference to FIGS. 4 and 5. First, The
At this time, the
The
That is, a plurality of
The
Particularly, the connection between the
At this time, a variety of thickness or various numbers of
In addition, a
The anti-seismic reinforcement of the present invention is excellent in workability, and can be applied in the process of constructing a new building. In addition, the existing seats are removed and an excellent seismic reinforcement performance is provided even if the existing window is installed in the corresponding opening.
6, the upper and lower dimensions of the window frame can be variously adjusted by adjusting the vertical height of the
The fastening holes 24 and the
Therefore, it is possible to adjust the height of the window through the adjustment of the height of the
It is to be understood that both the foregoing general description and the following detailed description of the present invention are exemplary and explanatory and are intended to provide further explanation of the present invention as defined by the appended claims. Examples should be understood.
10:
12, 12 ': Horizontal frame
20:
22:
24: fastening hole
30:
32: upper connection plate 33: lower connection plate
40,40 ': Brace
50, 50 ':
60:
70, 70 ': reinforcing rib
80: Finishing plate
100: Column 101: Bo
110: anchor bolt 111: fastening nut
Claims (10)
The window frame 20 is composed of vertical frames 21 and 21 'fixed to the lower side of the upper horizontal frame 12 and a horizontal frame 22 connecting the lower ends of the vertical frames 21 and 21' The upper side of the slit damper 30 is connected to the lower end of the vertical frames 21 and 21 'by the braces 40 and 40', and the lower side of the slit damper 30 is connected to the lower horizontal frame 12 ') Of the slit damper,
In the vertical frames 21 and 21 'of the window frame 20, upper and lower height adjusting holes 23 and 23' are formed through mutually opposing faces, and both side ends of the horizontal frame 22 The height adjustment holes 23 and 23 'and the corresponding fastening holes 24 are formed to penetrate the vertical frames 21 and 21' (22) is adjusted so that the height of the slit damper (22) can be adjusted.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020150161352A KR101651849B1 (en) | 2015-11-17 | 2015-11-17 | Seismic retrofitting technique of framed structure by elasto-plastic steel damper |
Applications Claiming Priority (1)
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KR1020150161352A KR101651849B1 (en) | 2015-11-17 | 2015-11-17 | Seismic retrofitting technique of framed structure by elasto-plastic steel damper |
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KR101651849B1 true KR101651849B1 (en) | 2016-08-30 |
Family
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Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101845078B1 (en) * | 2017-06-13 | 2018-04-03 | 박상태 | Aseismatic Reinforcement Steel Frame with Adjusting Connector and Aseismatic Reinforcement Method using thereof |
KR101876511B1 (en) * | 2017-11-10 | 2018-07-09 | 이규열 | Window seismic system using Steel Frame with Slit |
KR101908356B1 (en) * | 2017-07-26 | 2018-10-16 | 박상태 | Aseismatic Reinforcement Double Steel Frame and Aseismatic Reinforcement Method using thereof |
KR101920417B1 (en) * | 2016-11-25 | 2018-11-20 | 김성수 | Seismic retrofit structure |
KR20180135656A (en) * | 2017-06-13 | 2018-12-21 | 박상태 | Aseismatic Reinforcement Steel Frame with Anchor Plate and Aseismatic Reinforcement Method using thereof |
KR20180137268A (en) * | 2017-06-16 | 2018-12-27 | 권순연 | Aseismatic Reinforcement Steel Frame with Friction Slip Brace and Aseismatic Reinforcement Method using thereof |
KR101914232B1 (en) * | 2018-03-23 | 2018-12-28 | 주식회사 동서기술 | Reinforcement Structure of Building and Installing Method Thereof |
KR20180138385A (en) * | 2017-06-21 | 2018-12-31 | 박상태 | Aseismatic Reinforcement Device with Friction Slip Flange, and Aseismatic Reinforcement Method using thereof |
KR20180138389A (en) * | 2017-06-21 | 2018-12-31 | 씨엠알기술연구원(주) | Aseismatic Reinforcement Double Steel Frame with Friction Slip Flange, and Aseismatic Reinforcement Method using thereof |
KR20180138388A (en) * | 2017-06-21 | 2018-12-31 | 씨엠알기술연구원(주) | Aseismatic Reinforcement Device with Toggle Type Friction Slip Brace, and Aseismatic Reinforcement Method using thereof |
KR102193144B1 (en) * | 2020-09-29 | 2020-12-18 | 송병석 | Seismic retrofit structure using supporting device and construction method thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH0316634B2 (en) * | 1986-03-27 | 1991-03-06 | Nippon Nuclear Fuels | |
JP3016634B2 (en) | 1991-08-09 | 2000-03-06 | 日本鋼管株式会社 | Damping structure |
KR101000206B1 (en) * | 2010-06-16 | 2010-12-10 | 부산대학교 산학협력단 | Windows system having earthquake-proof performance |
KR101522821B1 (en) * | 2014-10-29 | 2015-05-26 | 김기태 | Seismic strengthening structure of opening of building and method using Seismic strengthening structure of opening of building |
-
2015
- 2015-11-17 KR KR1020150161352A patent/KR101651849B1/en active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH0316634B2 (en) * | 1986-03-27 | 1991-03-06 | Nippon Nuclear Fuels | |
JP3016634B2 (en) | 1991-08-09 | 2000-03-06 | 日本鋼管株式会社 | Damping structure |
KR101000206B1 (en) * | 2010-06-16 | 2010-12-10 | 부산대학교 산학협력단 | Windows system having earthquake-proof performance |
KR101522821B1 (en) * | 2014-10-29 | 2015-05-26 | 김기태 | Seismic strengthening structure of opening of building and method using Seismic strengthening structure of opening of building |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101920417B1 (en) * | 2016-11-25 | 2018-11-20 | 김성수 | Seismic retrofit structure |
KR20180135656A (en) * | 2017-06-13 | 2018-12-21 | 박상태 | Aseismatic Reinforcement Steel Frame with Anchor Plate and Aseismatic Reinforcement Method using thereof |
KR102004854B1 (en) * | 2017-06-13 | 2019-10-01 | 박상태 | Aseismatic Reinforcement Steel Frame with Anchor Plate and Aseismatic Reinforcement Method using thereof |
KR101845078B1 (en) * | 2017-06-13 | 2018-04-03 | 박상태 | Aseismatic Reinforcement Steel Frame with Adjusting Connector and Aseismatic Reinforcement Method using thereof |
KR102012883B1 (en) * | 2017-06-16 | 2019-08-21 | 박상태 | Aseismatic Reinforcement Steel Frame with Friction Slip Brace and Aseismatic Reinforcement Method using thereof |
KR20180137268A (en) * | 2017-06-16 | 2018-12-27 | 권순연 | Aseismatic Reinforcement Steel Frame with Friction Slip Brace and Aseismatic Reinforcement Method using thereof |
KR20180138385A (en) * | 2017-06-21 | 2018-12-31 | 박상태 | Aseismatic Reinforcement Device with Friction Slip Flange, and Aseismatic Reinforcement Method using thereof |
KR20180138389A (en) * | 2017-06-21 | 2018-12-31 | 씨엠알기술연구원(주) | Aseismatic Reinforcement Double Steel Frame with Friction Slip Flange, and Aseismatic Reinforcement Method using thereof |
KR20180138388A (en) * | 2017-06-21 | 2018-12-31 | 씨엠알기술연구원(주) | Aseismatic Reinforcement Device with Toggle Type Friction Slip Brace, and Aseismatic Reinforcement Method using thereof |
KR102000082B1 (en) * | 2017-06-21 | 2019-07-16 | 씨엠알기술연구원(주) | Aseismatic Reinforcement Device with Toggle Type Friction Slip Brace, and Aseismatic Reinforcement Method using thereof |
KR102011814B1 (en) * | 2017-06-21 | 2019-08-19 | 박상태 | Aseismatic Reinforcement Device with Friction Slip Flange, and Aseismatic Reinforcement Method using thereof |
KR102074251B1 (en) * | 2017-06-21 | 2020-02-06 | 씨엠알기술연구원(주) | Aseismatic Reinforcement Double Steel Frame with Friction Slip Flange, and Aseismatic Reinforcement Method using thereof |
KR101908356B1 (en) * | 2017-07-26 | 2018-10-16 | 박상태 | Aseismatic Reinforcement Double Steel Frame and Aseismatic Reinforcement Method using thereof |
KR101876511B1 (en) * | 2017-11-10 | 2018-07-09 | 이규열 | Window seismic system using Steel Frame with Slit |
KR101914232B1 (en) * | 2018-03-23 | 2018-12-28 | 주식회사 동서기술 | Reinforcement Structure of Building and Installing Method Thereof |
KR102193144B1 (en) * | 2020-09-29 | 2020-12-18 | 송병석 | Seismic retrofit structure using supporting device and construction method thereof |
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