KR100994179B1 - A quake-proof structure for building - Google Patents

A quake-proof structure for building Download PDF

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Publication number
KR100994179B1
KR100994179B1 KR1020100007278A KR20100007278A KR100994179B1 KR 100994179 B1 KR100994179 B1 KR 100994179B1 KR 1020100007278 A KR1020100007278 A KR 1020100007278A KR 20100007278 A KR20100007278 A KR 20100007278A KR 100994179 B1 KR100994179 B1 KR 100994179B1
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South Korea
Prior art keywords
support rod
buffer
building
damping
damping hole
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KR1020100007278A
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Korean (ko)
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유문식
하동호
김용규
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유문식
(주) 케이 이엔씨
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    • 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
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2230/00—Purpose; Design features
    • F16F2230/0023—Purpose; Design features protective
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2238/00—Type of springs or dampers
    • F16F2238/04—Damper

Abstract

PURPOSE: An earthquake-proof reinforcement structure for installing a wall is provided to prevent a building from collapsing by maximizing an earthquake-proof effect. CONSTITUTION: An earthquake-proof reinforcement structure for installing a wall comprises a main frame(10), first and second support rods(20,30), a shock absorber(40), a third support rod(50,50'), and a length adjuster(60). The main frame is installed in a wall. The first and second support rods are installed in the main frame in a diagonal direction. The shock absorber is formed between the first and second support rods. The third support rod is connected to one side of the shock absorber. The length adjuster is connected to the second support rod.

Description

건물 벽체 설치용 내진보강 구조체{A QUAKE-PROOF STRUCTURE FOR BUILDING}Seismic reinforcement structure for building wall installation {A QUAKE-PROOF STRUCTURE FOR BUILDING}

본 발명은 내진보강 구조체에 관한 것으로서, 더욱 상세하게는 지진 발생시 건축물에 전달되는 충격을 감쇠시켜 건물의 지진하중에 대한 내진 보강력을 향상시키도록 하기 위한 것이다.The present invention relates to an earthquake-resistant reinforcing structure, and more particularly, to improve the seismic reinforcement against earthquake load of a building by attenuating an impact transmitted to a building during an earthquake.

일반적으로 주거 및 생활공간으로 활용되는 건축 구조물은 지하에서 지상으로 세워지며, 이러한 건축 구조물은 자체의 하중과 내부에 놓여지는 각종 용품의 하중을 견딜 수 있도록 설계되어 시공될 뿐만 아니라, 외부로부터의 충격이나 어느 정도의 지진발생시에도 붕괴되지 않도록 설계 및 시공되고 있다.In general, the building structures used as living and living spaces are built from the ground to the ground, and these building structures are designed and constructed to withstand their own loads and loads of various items placed therein, and they are also constructed from impacts from the outside. However, it is designed and constructed so that it does not collapse in the event of an earthquake.

그러나, 종래의 건축 구조물은 그 설계시 설정된 내진정도보다 강한 지진이 발생되면 건축 구조물이 붕괴되는 문제점이 있었다.However, the conventional building structure had a problem that the building structure collapses when an earthquake stronger than the seismic degree set in the design.

특히, 지진은 지각 일부의 급격한 변화로 지반이 상하좌우로 진동하면서 그 진동이 사방으로 퍼지는 현상이므로 지표면에 수직으로 세워지는 건축 구조물들은 그 지진의 파장이 지표면에 도달하면 비틀림 모멘트를 받게 될 뿐만 아니라, 이로 인하여 내진설계의 한도를 벗어난 지진이 발생되면 건축 구조물들은 붕괴되는 것이다.In particular, earthquakes are a phenomenon in which the ground vibrates up, down, left, and right as a sudden change in part of the earth's crust, and the vibration spreads in all directions. As a result, if the earthquake occurs outside the limits of the seismic design, the building structures will collapse.

현재 지구상에는 많은 지진대가 있으며, 이들 지진대와 근접된 지역에서는 상기와 같은 지진에 의한 건축 구조물들의 붕괴가 발생되면 많은 재산상의 피해뿐만 아니라, 인명피해도 발생되는 등의 문제점이 있었다.At present, there are many earthquake zones on the earth, and in areas close to these earthquake zones, when the collapse of building structures due to the earthquake occurs, there is a problem such as not only a lot of damage to property, but also a loss of life.

특히, 한반도는 그동안 지진 안전지대처럼 여겨져 왔다. 지진이 발생하는 조산대와 떨어져 있기 때문에 안심해 온 것이다. 하지만 지난 몇해를 살펴보면 지진이 다시 급증하고 있음을 알 수 있다.In particular, the Korean peninsula has been considered as an earthquake safe zone. I have been relieved because I am away from the midwives where earthquakes occur. But looking back over the last few years, the earthquake is rising again.

이에 따라, 근래에 신축되는 건축물들은 내진설계가 이루어지고 있으나, 이미 지어진지 수년에서 수십년이 경과한 콘크리트 건물은 지진에 무방비 상태로 노출되어져 있어 항상 위험에 노출되어져 있는 실정이다.
Accordingly, in recent years, new buildings have been earthquake-resistant design, but concrete buildings that have been built for years or decades have been exposed to earthquake and are always exposed to danger.

본 발명은 상기한 건축물의 내진 보강을 위한 것으로서, 건축물의 내부 벽체에 별도의 내진용 구조체를 시공 설치함으로서 지진 발생시 지진 하중을 극대화 하여 건축물의 붕괴를 방지토록 하는데 목적이 있다.The present invention is for the seismic reinforcement of the building, it is intended to prevent the collapse of the building by maximizing the earthquake load during the earthquake by installing a separate seismic structure on the inner wall of the building.

상기 목적을 이루기 위한 본 발명은, 건축물의 실내 벽체에 설치되어지되, 일면이 개방된 사각형상을 이루는 본체프레임과; 상기 본체프레임의 모서리부위에 대각선 방향으로 각각 설치되어지는 제1,2지지로드와; 상기 제1,2지지로드 사이에 연결 구성되어지는 완충대와; 상기 완충대에 일단이 연결되고 타단은 본체프레임의 모서리부위에 연결되어지는 제3지지로드와; 상기 제3지지로드의 길이조절을 위해 구성되는 길이조절구;를 포함하는 구성을 이룸을 특징으로 한다.The present invention for achieving the above object is provided on the interior wall of the building, the body frame forming a rectangular shape with one side open; First and second support rods which are respectively installed in a diagonal direction at edge portions of the main body frame; A buffer configured to be connected between the first and second support rods; A third support rod having one end connected to the buffer band and the other end connected to an edge portion of the main body frame; Characterized in that the configuration including; length adjustment device configured for adjusting the length of the third support rod.

이러한 본 발명은, 콘크리트 건물의 벽체에서 발생되는 유동력을 효과적으로 완충 및 감쇠시킬 수 있게 됨으로 지진에 의한 건축 구조물의 붕괴를 방지하고, 인명과 재산의 피해를 방지할 수 있는 효과가 제공되어지게 된다.The present invention, it is possible to effectively buffer and damp the flow force generated in the walls of the concrete building to prevent the collapse of the building structure due to the earthquake, and to provide the effect of preventing the damage of life and property. .

특히, 프레임 중앙에서 지지로드의 변형력을 완충하는 완충대의 위치가 조절대에 의해 현장에서 조절이 가능하게 됨으로 시공 및 관리가 보다 용이하게 이루어질 수 있게 된다.In particular, since the position of the buffer to buffer the deformation force of the support rod in the center of the frame can be adjusted in the field by the adjuster can be made easier construction and management.

또한, 댐핑구를 추가로 설치함으로서 구조물의 급격한 변동력 발생을 감쇠시키는 이점을 나타내게 된다.
In addition, the additional installation of the damping port exhibits the advantage of attenuating the rapid fluctuation of the structure generated.

도 1은 본 발명의 일 실시예에 따른 내진보강 구조체 정면 구조도.
도 2는 도 1의 A부 부품 상세 구조도.
도 3은 도 2의 부품 단면 구조도.
도 4는 상기 내진보강 구조체의 응용예에 따른 탄성 보강 구조도.
도 5는 본 발명의 다른 실시예에 따른 구조체 정면 구조도.
도 6은 도 5의 B부 단면 구조도.
도 7은 본 발명에서의 댐핑구 설치 상태 사시도.
도 8은 도 7의 댐핑구 종단면도.1 is a front structural diagram of a seismic reinforcing structure according to an embodiment of the present invention.
FIG. 2 is a detailed structural diagram of part A of FIG. 1; FIG.
3 is a cross-sectional structural view of the component of FIG.
4 is an elastic reinforcement structure diagram according to an application example of the seismic reinforcement structure.
5 is a structure front structure diagram according to another embodiment of the present invention.
6 is a cross-sectional view of the portion B of FIG.
Figure 7 is a perspective view of the damping opening installation state in the present invention.
8 is a longitudinal cross-sectional view of the damping port of FIG. 7.

이하, 본 발명의 구체적인 실시 예를 첨부 도면을 참조하여 상세히 살펴보기로 한다.Hereinafter, specific embodiments of the present invention will be described in detail with reference to the accompanying drawings.

먼저, 본 발명의 일 실시 예에 따른 장치의 구조를 도 1 내지 도 4를 통해 살펴보면, 벽체에 고정 설치되어지는 본체 프레임(10)은 일측이 개방된 사각형태를 이루어 전체적으로 "ㄷ"자 형상을 이루고 있으며, 본체 프레임(10)에는 대각선 방향으로 제1,2지지로드(20,30)가 설치되고, 제1,2지지로드(20,30) 사이에는 원형의 형상을 이루는 완충대(40)가 연결 구성되어진다.First, referring to the structure of the apparatus according to an embodiment of the present invention through FIGS. 1 to 4, the main body frame 10 fixed to the wall has a rectangular shape with one side open to form a whole of a letter 'c'. The body frame 10 is provided with first and second support rods 20 and 30 in a diagonal direction, and a buffer 40 having a circular shape between the first and second support rods 20 and 30. The connection is made up.

그리고, 완충대(40) 일측에는 또 다른 제3지지로드(50,50')가 연결 구성되어지게 되는데, 이 제2지지로드(50,50')는 2개의 분리형 구조를 이루어 로드의 길이조절이 가능하도록 하였으며, 쌍을 이루는 제2지지로드(50,50') 사이에는 전체적인 길이 조절을 위한 길이조절구(60)가 연결 구성되어져 있고, 상호간에는 나사산(50a,60a)에 의해 나사결합이 이루어진 구조를 이루고 있다.And, the third support rod (50, 50 ') is configured to be connected to one side of the buffer 40, the second support rod (50, 50') is formed by two separate structures to adjust the length of the rod To this end, a pair of second support rods (50, 50 ') is connected to the length adjusting mechanism (60) for adjusting the overall length, the screw coupling is mutually by the threads (50a, 60a) It is made of structure.

즉, 이는 도 2 및 도 3에서 확인되는 바와 같이 턴버클과 같이 길이조절구(60)를 정/역방향으로 돌리게 되면 길이조절구(60)의 내주면에 나사치합 되어져 있는 제2지지로드(50,50') 상호간의 간격이 증감 되어짐으로서 전체적인 길이조절이 가능하게 된다.That is, as shown in FIGS. 2 and 3, when the length adjusting tool 60 is turned in the forward / reverse direction as in the turnbuckle, the second support rod 50 is screwed to the inner circumferential surface of the length adjusting device 60. 50 ') The distance between each other increases and decreases the overall length.

상기 제1,2,3지지로드(20,30,50,50') 각각은 본체프레임(10) 연결부위에서 힌지핀(미도시)에 의해 회동 가능하게 연결이 이루어지도록 함이 바람직하다.Each of the first, second, and third support rods 20, 30, 50, and 50 'is preferably rotatably connected by a hinge pin (not shown) at the connection portion of the main frame 10.

이와 같은 구조를 이루는 본 발명 내진 보강 구조체의 설치에 따른 작용효과를 살펴보기로 한다.The effect of the installation of the seismic reinforcing structure of the present invention constituting such a structure will be described.

먼저, 본 발명의 구조체는 본체 프레임(10)이 기존 콘크리트 건물 내벽의 한쪽 벽면과 동일한 크기를 이루도록 제작하여 설치가 이루어짐으로서 한쪽 벽면을 지지하는 형태를 이루게 되며, 이러한 설치작업 시 작업자가 길이조절구(60)를 돌려서 제3지지로드(50,50')의 길이를 조절하여 완충대(40)의 위치를 미세하게 조절하여 줌으로서 제1지지로드(20)와 제2지지로드(30)가 대각방향으로 일치되어지도록 조절하게 된다.First, the structure of the present invention is made by installing the body frame 10 to have the same size as the one wall surface of the inner wall of the existing concrete building to form a form to support one wall surface, the operator during this installation work length adjustment tool The first support rod 20 and the second support rod 30 are rotated by adjusting the lengths of the third support rods 50 and 50 'to finely adjust the position of the shock absorber 40 by turning 60. Adjust to match diagonally.

즉, 완충대(40)를 기준으로 대각방향으로 연결되어진 제1지지로드(20)와 제2지지로드(30)가 일직선상에 일치되어지도록 함으로서, 본체 프레임(10)을 안정적으로 지지할 수 있게 된다.That is, by making the first support rod 20 and the second support rod 30 which are diagonally connected with respect to the buffer table 40 to be aligned in a straight line, the main frame 10 can be stably supported. Will be.

이와 같이 설치가 이루어진 상태에서 지진 현상에 따른 건물의 진동이 발생되어지면 비틀림 모멘트의 영향력에 의한 양측 벽면의 변형력이 본체 프레임(10)에 작용하게 되고, 이러한 변형력은 제1지지로드(20) 및 제2지지로드(30)를 통해 전달되면서 완충대(40)에 의해 완충작용이 이루어지게 된다.When the vibration of the building caused by the earthquake occurs in the installation state as described above, the deformation force of both side walls due to the influence of the torsional moment acts on the body frame 10, and the deformation force is the first support rod 20 and The shock absorbing effect is achieved by the buffer 40 while being transmitted through the second support rod 30.

특히, 본체 프레임(10)은 상부가 개방되어져 있기 때문에 이러한 외부 변형력에 쉽게 작용되어질 수 있게 된다.In particular, the body frame 10 can be easily applied to this external deformation force because the upper portion is open.

따라서, 제1,2지지로드(20,30)에 의해 일정 지지력이 작용되어짐과 함께, 중심에 설치된 완충대(40)의 완충 작용에 의해 전체적인 본체 프레임(10)에 대한 복원력이 발생되어지게 됨으로 벽체의 안정적인 지지력이 유지되어질 수 있게 되는 것이다.Therefore, the first and second support rods 20 and 30 act as a constant support force, and the restoring force for the entire body frame 10 is generated by the buffer action of the buffer table 40 installed at the center. Stable support of the wall can be maintained.

또한, 이러한 변형력 작용에 의해 제1지지로드(20)와 제2지지로드(30)가 일직선 상태를 벗어난 경우에는 다시 길이조절구(60)를 돌려서 위치를 조절하여 줌으로서 항상 안정적인 지지상태가 유지되어지게 됨을 알 수 있다.In addition, when the first support rod 20 and the second support rod 30 are out of a straight state due to the action of the deformation force, the stable adjustment state is always maintained by adjusting the position by turning the length adjuster 60 again. It can be seen that.

도 4는 본 발명의 응용예로서 완충대(40) 내부에 탄성스프링(41)을 설치하여 완충대(40)의 탄성 지지력을 증대시킨 것으로서, 이러한 탄성스프링(41) 장착으로 인해 심각한 유동력이 발생하더라도 완충대(40)의 파손 또는 변형이 방지되어질 수 있게 된다.
4 is to increase the elastic support of the buffer 40 by installing an elastic spring 41 in the buffer 40 as an application of the present invention, a serious flow force due to the mounting of the elastic spring 41 Even if it occurs, the breakage or deformation of the buffer 40 can be prevented.

한편, 도 5 내지 도 8은 본 발명의 다른 실시 예에 따른 댐핑 기능이 구비된 내진 보강 구조체를 나타낸 것이다.On the other hand, Figures 5 to 8 shows a seismic reinforcement structure with a damping function according to another embodiment of the present invention.

즉, 도시된 바와 같이 제1지지로드(20)에는 급격한 유동력 발생을 방지하기 위한 댐핑구(70)가 구비되어지되, 상기 제1지지로드(20)는 댐핑구(70)를 관통하여 유동 가능하게 구성되며, 상기 댐핑구(70)는 벽체에 고정 설치되어진 것이다.That is, as shown, the first support rod 20 is provided with a damping hole 70 for preventing the rapid generation of flow force, the first support rod 20 flows through the damping hole 70 It is configured to be possible, the damping hole 70 is fixed to the wall is installed.

특히, 댐핑구(70) 내부에는 반유동성오일(S)이 저장되어지고, 상기 제1지지로드(20)에는 댐핑구(70) 내에서 반유동성오일(S)과의 마찰력 증대를 위한 돌출플렌지(21)가 돌출 구비되며, 상기 댐핑구(70)를 벽면에 고정 설치하기 위한 고정플레이트(73)가 구성되되, 상기 댐핑구(70)와 고정플레이트(73)는 진동에 의한 충격 흡수를 위한 감쇠고무(71)에 의해 연결되어지고, 상기 감쇠고무(71) 내에는 박판형태를 이루는 다수의 금속플레이트(72)가 일정 이격간격을 유지하며 적층 형태로 구비되었다.In particular, the semi-fluid oil (S) is stored in the damping hole 70, the protrusion flange for increasing the frictional force with the semi-fluid oil (S) in the damping hole (70) in the first support rod (20). A protrusion 21 is provided and a fixing plate 73 for fixing the damping hole 70 to a wall is provided. The damping hole 70 and the fixing plate 73 are for absorbing shock due to vibration. The damping rubber 71 is connected, and a plurality of metal plates 72 having a thin plate shape in the damping rubber 71 are provided in a stacked form while maintaining a predetermined interval.

상기 반유동성오일(S)은 돌출플렌지(21)가 3mm/sec 이하의 작은 진동속도에서는 유동성질을 가지고 있으며, 3mm/sec 이상의 진동속도에서는 유동성이 없이 고체처럼 딱딱하게 변하는 설질을 갖는 실리콘오일을 사용함이 바람직하다.The semi-fluid oil (S) has a silicone fluid having a protruding flange 21 has a fluidity at a small vibration speed of less than 3mm / sec, and a sultry quality that changes hard like a solid without fluidity at a vibration speed of 3mm / sec or more. It is preferable to use.

이와 같은 구성을 이루는 본 발명의 내진 보강 구조체는, 지진 등에 의해 건물에 순간적인 유동력이 발생하게 되더라도 완충대(40) 및 댐핑구(70)의 작용에 의해 진동을 효과적으로 감쇠시킬 수 있게 된다.The seismic reinforcing structure of the present invention having such a configuration can effectively damp the vibration by the action of the buffer 40 and the damping port 70 even if a momentary flow force is generated in the building by an earthquake or the like.

즉, 지진의 작용에 의해 건물 벽체에 유동력이 발생하면 본체프레임(10)이 변형되어지면서 제1지지로드(20)는 대각방향 유동이 발생되어지게 되나, 이때 제1지지로드(20)는 댐핑구(70) 내에서 반유동성오일(S)에 의한 댐핑 지지작용이 이루어지고 있기 때문에 돌출플랜지(21) 부분이 반유동성오일(S)과의 작용에 의해 진동에너지가 흡수되어 제1지지로드(20)의 급격한 유동량을 감쇠시킬 수 있게 되는 것이다.That is, when a flow force is generated in the building wall by the action of the earthquake, the main frame 10 is deformed and the first support rod 20 is caused to flow in a diagonal direction, but the first support rod 20 is Since the damping support action is performed by the semi-fluid oil S in the damping hole 70, the vibration energy is absorbed by the action of the semi-fluid oil S of the protruding flange 21 and the first support rod is absorbed. It is possible to attenuate the sudden flow amount of (20).

이와 함께, 상기 댐핑구(70)는 감쇠고무(71)에 의해 벽체면에 고정된 구조를 이루고 있기 때문에, 소진폭의 빈번한 진동에 대해서 사이클당 에너지 흡수량이 크게 작용하여 제1지지로드(20)의 유동발생을 더욱 완화시킬 수 있게 됨을 알 수 있다.In addition, since the damping hole 70 has a structure fixed to the wall surface by the damping rubber 71, the amount of energy absorption per cycle is largely applied to the frequent vibration of the small amplitude, so that the first supporting rod 20 It can be seen that it is possible to further mitigate the flow of.

특히, 감쇠고무(71) 내부에는 다수의 금속플레이트(72)가 일정 간격으로 내장된 구조를 이루고 있기 때문에 댐핑구(70)를 보다 안정적으로 지지할 수 있게 됨을 알 수 있다.
In particular, it can be seen that since the damping rubber 71 has a structure in which a plurality of metal plates 72 are built at regular intervals, the damping holes 70 can be more stably supported.

그리고, 상기에서 본 발명의 특정한 실시 예가 설명 및 도시되었지만 본 발명의 내진 보강 구조물 구조 및 설치형태가 당업자에 의해 다양하게 변형되어 실시될 수 있음은 자명한 일이다.In addition, although specific embodiments of the present invention have been described and illustrated above, it is obvious that the structure and installation form of the seismic reinforcing structure of the present invention may be variously modified and implemented by those skilled in the art.

그러나, 이와 같은 변형된 실시예들은 본 발명의 기술적 사상이나 범위로부터 개별적으로 이해되어져서는 안되며, 이와 같은 변형된 실시 예들은 본 발명의 첨부된 특허청구범위 내에 포함된다 해야 할 것이다.
However, such modified embodiments should not be understood individually from the spirit or scope of the present invention, such modified embodiments will be included within the appended claims of the present invention.

10 ; 본체 프레임 20 : 제1지지로드
21 : 돌출 플렌지 30 : 제2지지로드
40 : 완충대 41 : 탄성스프링
50,50' : 제3지지로드 50a: 나사산
60 : 길이조절구 70 : 댐핑구
71 : 감쇠고무 72 : 금속플레이트
73 : 고정플레이트10; Body frame 20: first support rod
21: protruding flange 30: second support rod
40: shock absorber 41: elastic spring
50,50 ': third support rod 50a: thread
60: length control 70: damping port
71: damped rubber 72: metal plate
73: fixed plate

Claims (5)

건축물의 실내 벽체에 설치되어지되, 일면이 개방된 사각형상을 이루는 본체프레임(10)과;
상기 본체프레임(10)의 모서리부위에 대각선 방향으로 각각 설치되어지는 제1,2지지로드(20,30)와;
상기 제1,2지지로드(20,30) 사이에 연결 구성되어지는 완충대(40)와;
상기 완충대(40)에 일단이 연결되고 타단은 본체프레임(10)의 모서리부위에 연결되어지며, 2개가 쌍을 이루어 연결 구비되어지되 외주면에는 나사산(50a)이 형성되어져 있는 제3지지로드(50,50')와;
상기 쌍을 이루는 2개의 제3지지로드(50,50') 상호간을 연결 지지함과 함께 내주면에는 상기 제3지지로드(50,50')의 나사산(50a)과 치합되어지는 나사산(60a)이 형성되어져 있어 회전시 제3지지로드(50,50') 상호간의 간격을 조절하기 위한 길이조절구(60);
를 포함하는 구성을 이룸을 특징으로 하는 건물 벽체 설치용 내진보강 구조체.Body frame 10 which is installed on the interior wall of the building, one side is open to form a rectangular shape;
First and second support rods 20 and 30 installed in diagonal directions at edge portions of the main body frame 10;
A buffer band 40 connected between the first and second support rods 20 and 30;
One end is connected to the buffer 40 and the other end is connected to the corner portion of the body frame 10, and two are provided in pairs, but a third support rod having a thread 50a formed on its outer circumferential surface ( 50,50 ');
The pair of threads 60a engaged with the threads 50a of the third supporting rods 50 and 50 'are connected to the pair of the third supporting rods 50 and 50'. It is formed to adjust the length of the third support rod (50, 50 ') when the rotation interval between the rotation (60);
Seismic reinforcement structure for building wall installation, characterized in that the configuration comprising a room. 청구항 1에 있어서,
상기 완충대(40)는 내부가 비어진 원형 링 형상을 이루는 것을 특징으로 하는 건물 벽체 설치용 내진보강 구조체.The method according to claim 1,
The buffer 40 is a seismic reinforcement structure for building wall installation, characterized in that to form a hollow circular ring shape inside. 청구항 2에 있어서,
상기 완충대(40) 내부에는 제1,2지지로드(20,30)로 부터 전달되는 가압에 의한 완충대(40) 변형을 탄성으로 완충 지지하기 위한 탄성스프링(41)이 구성된 것을 특징으로 하는 건물 벽체 설치용 내진보강 구조체.The method according to claim 2,
The buffer spring 40 is characterized in that the elastic spring 41 for elastically cushioning and supporting the deformation of the buffer 40 by the pressure transmitted from the first and second support rods (20,30) Seismic reinforcement structure for building wall installation. 청구항 1에 있어서,
상기 제1지지로드(20)에는 급격한 유동력 발생을 방지하기 위한 댐핑구(70)가 구비되어지되, 상기 제1지지로드(20)는 댐핑구(70)를 관통하여 유동 가능하게 구성되며, 상기 댐핑구(70)는 벽체에 고정 설치되어진 것을 특징으로 하는 건물 벽체 설치용 내진보강 구조체.The method according to claim 1,
The first support rod 20 is provided with a damping hole 70 for preventing the rapid generation of flow force, the first support rod 20 is configured to flow through the damping hole 70, The damping opening (70) is seismic reinforcement structure for building wall installation, characterized in that fixed to the wall. 청구항 4에 있어서,
상기 댐핑구(70) 내부에는 반유동성오일(S)이 저장되어지고, 상기 제1지지로드(20)에는 댐핑구(70) 내에서 반유동성오일(S)과의 마찰력 증대를 위한 돌출플렌지(21)가 돌출 구비되며, 상기 댐핑구(70)를 벽면에 고정 설치하기 위한 고정플레이트(73)가 구성되되, 상기 댐핑구(70)와 고정플레이트(73)는 충격 흡수를 위한 감쇠고무(71)에 의해 연결되어지고, 상기 감쇠고무(71) 내에는 박판형태를 이루는 다수의 금속플레이트(72)가 일정 이격간격을 유지하며 적층 형태로 구비된 것을 특징으로 하는 건물 벽체 설치용 내진보강 구조체.The method according to claim 4,
Semi-fluid oil (S) is stored in the damping hole (70), and a protrusion flange for increasing frictional force with the semi-fluid oil (S) in the damping hole (70) in the first support rod (20) 21 is protruded and provided with a fixing plate 73 for fixing the damping hole 70 to the wall surface, the damping hole 70 and the fixing plate 73 is a damping rubber for shock absorption (71) And a plurality of metal plates 72 having a thin plate shape in the damping rubber 71 are provided in a stacked form while maintaining a predetermined distance from each other.
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Cited By (12)

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CN103603427A (en) * 2013-11-18 2014-02-26 湖南大学 Frame-variable support structure
KR101708339B1 (en) * 2016-11-02 2017-02-20 주식회사 일산이엔지 Earthquake-proof electric apparatus having earthquake-proof device
CN106988449A (en) * 2017-03-29 2017-07-28 中南城建(海南)建设有限公司 One kind building damper
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CN107387643A (en) * 2017-07-24 2017-11-24 刘华 Energy consuming mechanism between collapsible viscous damper, the energy consuming mechanism of frame structure, works
KR101870912B1 (en) 2017-02-03 2018-06-25 주식회사 일산전기 Earthquake-proof electric apparatus having earthquake-proof device
KR20190036248A (en) 2017-09-27 2019-04-04 (주)오푸스본 Seismic retrofit structure for building and seismic retrofit method using the same
CN110030314A (en) * 2019-03-19 2019-07-19 中国南方电网有限责任公司超高压输电公司 A kind of damper and the ultra-high voltage compound brace electrical equipment with shock-absorbing function
CN110320019A (en) * 2019-07-24 2019-10-11 北京建筑材料检验研究院有限公司 Fatigue testing equipment for antidetonation suspension and support
KR102055005B1 (en) * 2019-01-02 2019-12-12 (주)토네이도건설 Axial member connection structure and connection method
CN115035813A (en) * 2022-06-08 2022-09-09 深圳市科美新创科技有限公司 LED display screen
CN117513650A (en) * 2023-12-19 2024-02-06 河北佳涛建筑工程有限公司 Assembled antidetonation steel construction

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JP2008038374A (en) 2006-08-02 2008-02-21 Sumitomo Kinzoku Kozan Siporex Kk Bearing wall for house and earthquake-proof house provided with the same
JP2008144362A (en) 2006-12-06 2008-06-26 Univ Waseda Vibration control structure and vibration control method for building
JP2009203783A (en) 2008-01-31 2009-09-10 Jfe Steel Corp Vibration control panel and framed structure using the same

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603427A (en) * 2013-11-18 2014-02-26 湖南大学 Frame-variable support structure
KR101708339B1 (en) * 2016-11-02 2017-02-20 주식회사 일산이엔지 Earthquake-proof electric apparatus having earthquake-proof device
KR101870912B1 (en) 2017-02-03 2018-06-25 주식회사 일산전기 Earthquake-proof electric apparatus having earthquake-proof device
CN106988449A (en) * 2017-03-29 2017-07-28 中南城建(海南)建设有限公司 One kind building damper
CN107246083A (en) * 2017-07-24 2017-10-13 刘华 Energy consuming mechanism in space folding formula viscous damper and frame structure
CN107387643A (en) * 2017-07-24 2017-11-24 刘华 Energy consuming mechanism between collapsible viscous damper, the energy consuming mechanism of frame structure, works
KR20190036248A (en) 2017-09-27 2019-04-04 (주)오푸스본 Seismic retrofit structure for building and seismic retrofit method using the same
KR102055005B1 (en) * 2019-01-02 2019-12-12 (주)토네이도건설 Axial member connection structure and connection method
CN110030314A (en) * 2019-03-19 2019-07-19 中国南方电网有限责任公司超高压输电公司 A kind of damper and the ultra-high voltage compound brace electrical equipment with shock-absorbing function
CN110320019A (en) * 2019-07-24 2019-10-11 北京建筑材料检验研究院有限公司 Fatigue testing equipment for antidetonation suspension and support
CN115035813A (en) * 2022-06-08 2022-09-09 深圳市科美新创科技有限公司 LED display screen
CN117513650A (en) * 2023-12-19 2024-02-06 河北佳涛建筑工程有限公司 Assembled antidetonation steel construction

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