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KR20190002524U - hanok Incabloc method of construction - Google Patents

hanok Incabloc method of construction Download PDF

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Publication number
KR20190002524U
KR20190002524U KR2020180001422U KR20180001422U KR20190002524U KR 20190002524 U KR20190002524 U KR 20190002524U KR 2020180001422 U KR2020180001422 U KR 2020180001422U KR 20180001422 U KR20180001422 U KR 20180001422U KR 20190002524 U KR20190002524 U KR 20190002524U
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seismic
hanok
pillar
function
pillars
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KR2020180001422U
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Korean (ko)
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박재원
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박재원
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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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
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  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

본 고안은 비교적 소형건축에 적용하는 간단하고 저렴한 비용으로 내진기능뿐 아니라 면진까지 가능한 건축공법과 그에 맞는 작고 저렴한 면진 받침에 관한 것이다.
정부에서 2017년 12월부터 한옥및 소형주택이라도 내진설계와 내진구조를 의무화 하여 시행하고 있지만 한옥등 목구조 건축물에는 마땅히 해결책을 찾지 못하고 있다.
한옥은 목구조로 되어있어 철근콘크리트와 달리 목재재료에서 변형이 많고 구조가 복잡하여 구조학적으로는 적용이 어렵다.
그러나 목재를 여러겹 포개어 짜맞춤하는 축부재의 경우 포개진 부재들을 한 묶음으로 묶어주기만 해도 훌륭한 빔이 형성된다. 또 보와 기둥과 주두가 부재별 다른결구법으로 역시 얻어놓아 그 위의 서까래를 통하여 기와로부터 하중을 받아 누르고 있는 힘에 의해 지탱하도록 배치되 있다. 하지만 지진등으로 해서 만약 기둥 하나만 이탈되어도 큰 문재가 발생한다.
이를 해결하기 위해서 기둥과 그위에 얻히는 모든 부재들을 하나로 묶어주는 장선 볼트를 사용하여 조여주면 해결된다.
중방과 하방모두 옆에서 끼워넣기로 결구되 있으나 본 고안을 횡부재들도 모두 장선볼트로 기둥과 결속함으로써 한옥의 모든 부재들을 한 묶음이 되었다.
이 방법으로 내진력은 강화되었다.
본 고안은 여기서 더 나아가 면진을 하기 위하여 3가지 방법을 사용하였다.
첫째 기둥과 콘크리트기초를 잡아주기 위하여 주춧돌에 구멍을 내고 지진에 가변적으로 움직이는 스테인리스와이어를 내려서 콘크리트와 결속하고 그 끝을 올려 기둥밑동에 묶어주는 방법으로 기둥 뽑힘현상,이탈현상을 해결했다.
둘째,한옥에서 하중을 많이 받는 귓기둥에는 팬들럼(흔들림후 복원기능)면진받침을 사용하여 지진후에는 반드시 되돌아오도록 배치하였다.
셋째,귓기둥을 재외한 다른기둥은 수평흔들림기능과 뽑힘방지기능을 갓춘 면진받침을 사용하였다.The present invention relates to a construction method capable of seismic isolation as well as seismic function at a simple and low cost to be applied to a relatively small building, and a small and inexpensive seismic support corresponding thereto.
Although the government has mandated seismic design and seismic structure even for Hanok and small houses since December 2017, it has not found a solution for wooden structures such as hanok.
Hanok has a wooden structure, unlike reinforced concrete, it is difficult to apply structurally due to its many deformations and complicated structures in wood materials.
However, in the case of a shaft member that is laminated with multiple layers of wood, a good beam can be formed by simply tying the nested members together. The beams, columns, and heads are also obtained by the different method of joining each member, and are arranged to be supported by the force held under the load by the roof tiles through the rafters above them. However, if there is an earthquake or the like, only one pillar will cause a big problem.
In order to solve this problem, it is solved by using a joist bolt that binds the column and all the parts obtained on it together.
It is determined to be inserted in both the middle and the lower side, but the transverse members of the present invention also bind all the members of the hanok by binding the columns with the joist bolts.
In this way, the seismic force was enhanced.
The present invention further uses three methods for isolation.
First, in order to catch the pillars and concrete foundations, the pillar pulling phenomenon and the separation phenomenon were solved by attaching the stainless steel wire that moves variably to the earthquake and binding it with the concrete by attaching it to the base of the pillar.
Secondly, the fan pillar, which is heavily loaded in the hanok, was placed to return after the earthquake by using a pendulum (restoration function after shaking).
Third, the other pillars, except for the pillars, used the seismic base bearings with horizontal shaking function and anti-pulling function.

Figure utm00001
Figure utm00001

Description

한옥내진공법 {hanok Incabloc method of construction}Hanok Incabloc method of construction}

한옥건축기술Hanok Construction Technology

한옥및 목구조주택의 내진보강기술. Seismic Reinforcement Technology for Hanok and Wood Structure Housing.

정부에서 2017년 12월부터 한옥및 소형주택이라도 내진설계와 내진구조를 의무화 하여 시행하고 있지만 한옥등 목구조 건축물에는 마땅히 해결책을 찾지 못하고 있다.The government has mandated and implemented seismic design and seismic structure even for Hanok and small houses since December 2017, but has not found a solution for wooden structures such as hanok.

한옥은 목구조로 되어있어 철근콘크리트와 달리 목재재료에서 변형이 많고 구조가 복잡하여 구조학적으로는 적용이 어렵다.Hanok is made of wood, so unlike reinforced concrete, it is difficult to apply structurally because it has many deformations and complicated structure in wood materials.

그러나 목재를 여러겹 포개어 짜맞춤하는 축부재의 경우 포개진 부재들을 한 묶음으로 묶어주기만 해도 훌륭한 빔이 형성된다. 또 보와 기둥과 주두가 부재별 다른결구법으로 역시 얻어놓아 그 위의 서까래를 통하여 기와로부터 하중을 받아 누르고 있는 힘에 의해 지탱하도록 배치되 있다. 하지만 지진등으로 해서 만약 기둥 하나만 이탈되어도 큰 문재가 발생한다.However, in the case of a shaft member that is laminated with multiple layers of wood, a good beam can be formed by simply tying the nested members together. The beams, columns, and heads are also obtained by different methods of joining members, and are arranged to be supported by the forces pressed under the load from the roof through the rafters above them. However, if there is an earthquake or the like, only one pillar will cause a big problem.

이를 해결하기 위해서 기둥과 그위에 얻히는 모든 부재들을 하나로 묶어주는 장선 볼트를 사용하여 조여주면 해결된다.In order to solve this problem, it is solved by using a joist bolt that binds the column and all the parts obtained on it together.

중방과 하방모두 옆에서 끼워넣기로 결구되 있으나 본 고안을 횡부재들도 모두 장선볼트로 기둥과 결속함으로써 한옥의 모든 부재들을 한 묶음이 되었다.It is determined to be inserted in both the middle and the lower side, but the transverse members of the present invention are all tied together with the pillars with the joist bolts, so all the members of the hanok are bundled.

이 방법으로 내진력은 강화되었다.In this way, the seismic force was enhanced.

본 고안은 여기서 더 나아가 면진을 하기 위하여 3가지 방법을 사용하였다.The present invention further uses three methods for isolation.

첫째 기둥과 콘크리트기초를 잡아주기 위하여 주춧돌에 구멍을 내고 지진에 가변적으로 움직이는 스테인리스와이어를 내려서 콘크리트와 결속하고 그 끝을 올려 기둥밑동에 묶어주는 방법으로 기둥 뽑힘현상,이탈현상을 해결했다.First, in order to catch the pillars and the concrete foundation, the pillar pulling phenomenon and the separation phenomenon were solved by attaching the stainless steel wire that moves variably to the earthquake and binding it with the concrete by attaching it to the base of the pillar to lower the variable stainless steel wire.

둘째,한옥에서 하중을 많이 받는 귓기둥에는 팬들럼(흔들림후 복원기능)면진받침을 사용하여 지진후에는 반드시 되돌아오도록 배치하였다.Secondly, the fan pillar, which is heavily loaded in the hanok, was arranged to return after the earthquake by using a pendulum (restoration function after shaking).

셋째,귓기둥을 재외한 다른기둥은 수평흔들림기능과 뽑힘방지기능을 갓춘 면진받침을 사용하였다.Third, the other pillars, except for the pillars, used the seismic base bearings with horizontal shaking function and anti-pulling function.

한옥은 목구조로 되어있어 철근콘크리트와 달리 목재재료에서 변형이 많고 구조가 복잡하여 구조학적으로는 적용이 어렵다.Hanok is made of wood, so unlike reinforced concrete, it is difficult to apply structurally because it has many deformations and complicated structure in wood materials.

그러나 목재를 여러겹 포개어 짜맞춤하는 축부재의 경우 포개진 부재들을 한 묶음으로 묶어주기만 해도 훌륭한 빔이 형성된다. 또 보와 기둥과 주두가 부재별 다른결구법으로 역시 얻어놓아 그 위의 서까래를 통하여 기와로부터 하중을 받아 누르고 있는 힘에 의해 지탱하도록 배치되 있다. 하지만 지진등으로 해서 만약 기둥 하나만 이탈되어도 큰 문재가 발생한다.However, in the case of a shaft member that is laminated with multiple layers of wood, a good beam can be formed by simply tying the nested members together. The beams, columns, and heads are also obtained by different methods of joining members, and are arranged to be supported by the forces pressed under the load from the roof through the rafters above them. However, if there is an earthquake or the like, only one pillar will cause a big problem.

이를 해결하기 위해서 기둥과 그위에 얻히는 모든 부재들을 하나로 묶어주는 장선 볼트를 사용하여 조여주면 해결된다.In order to solve this problem, it is solved by using a joist bolt that binds the column and all the parts obtained on it together.

중방과 하방모두 옆에서 끼워넣기로 결구되 있으나 본 고안을 횡부재들도 모두 장선볼트로 기둥과 결속함으로써 한옥의 모든 부재들을 한 묶음이 되었다.It is determined to be inserted in both the middle and the lower side, but the transverse members of the present invention are all tied together with the pillars with the joist bolts, so all the members of the hanok are bundled.

이 방법으로 내진력은 강화되었다.In this way, the seismic force was enhanced.

본 고안은 여기서 더 나아가 면진을 하기 위하여 3가지 방법을 사용하였다.The present invention further uses three methods for isolation.

첫째 기둥과 콘크리트기초를 잡아주기 위하여 주춧돌에 구멍을 내고 지진에 가변적으로 움직이는 스테인리스와이어를 내려서 콘크리트와 결속하고 그 끝을 올려 기둥밑동에 묶어주는 방법으로 기둥 뽑힘현상,이탈현상을 해결했다.First, in order to catch the pillars and the concrete foundation, the pillar pulling phenomenon and the separation phenomenon were solved by attaching the stainless steel wire that moves variably to the earthquake and binding it with the concrete by attaching it to the base of the pillar to lower the variable stainless steel wire.

둘째,한옥에서 하중을 많이 받는 귓기둥에는 팬들럼(흔들림후 복원기능)면진받침을 사용하여 지진후에는 반드시 되돌아오도록 배치하였다.Secondly, the fan pillar, which is heavily loaded in the hanok, was arranged to return after the earthquake by using a pendulum (restoration function after shaking).

셋째,귓기둥을 재외한 다른기둥은 수평흔들림기능과 뽑힘방지기능을 갓춘 면진받침을 사용하였다.Third, the other pillars, except for the pillars, used the seismic base bearings with horizontal shaking function and anti-pulling function.

한옥은 목구조로 되어있어 철근콘크리트와 달리 목재재료에서 변형이 많고 구조가 복잡하여 구조학적으로는 적용이 어렵다.Hanok is made of wood, so unlike reinforced concrete, it is difficult to apply structurally because it has many deformations and complicated structure in wood materials.

그러나 목재를 여러겹 포개어 짜맞춤하는 축부재의 경우 포개진 부재들을 한 묶음으로 묶어주기만 해도 훌륭한 빔이 형성된다. 또 보와 기둥과 주두가 부재별 다른결구법으로 역시 얻어놓아 그 위의 서까래를 통하여 기와로부터 하중을 받아 누르고 있는 힘에 의해 지탱하도록 배치되 있다. 하지만 지진등으로 해서 만약 기둥 하나만 이탈되어도 큰 문재가 발생한다.However, in the case of a shaft member that is laminated with multiple layers of wood, a good beam can be formed by simply tying the nested members together. The beams, columns, and heads are also obtained by different methods of joining members, and are arranged to be supported by the forces pressed under the load from the roof through the rafters above them. However, if there is an earthquake or the like, only one pillar will cause a big problem.

이를 해결하기 위해서 기둥과 그위에 얻히는 모든 부재들을 하나로 묶어주는 장선 볼트를 사용하여 조여주면 해결된다.In order to solve this problem, it is solved by using a joist bolt that binds the column and all the parts obtained on it together.

중방과 하방모두 옆에서 끼워넣기로 결구되 있으나 본 고안을 횡부재들도 모두 장선볼트로 기둥과 결속함으로써 한옥의 모든 부재들을 한 묶음이 되었다.It is determined to be inserted in both the middle and the lower side, but the transverse members of the present invention are all tied together with the pillars with the joist bolts, so all the members of the hanok are bundled.

이 방법으로 내진력은 강화되었다.In this way, the seismic force was enhanced.

본 고안은 여기서 더 나아가 면진을 하기 위하여 3가지 방법을 사용하였다.The present invention further uses three methods for isolation.

첫째 기둥과 콘크리트기초를 잡아주기 위하여 주춧돌에 구멍을 내고 지진에 가변적으로 움직이는 스테인리스와이어를 내려서 콘크리트와 결속하고 그 끝을 올려 기둥밑동에 묶어주는 방법으로 기둥 뽑힘현상,이탈현상을 해결했다.First, in order to catch the pillars and the concrete foundation, the pillar pulling phenomenon and the separation phenomenon were solved by attaching the stainless steel wire that moves variably to the earthquake and binding it with the concrete by attaching it to the base of the pillar to lower the variable stainless steel wire.

둘째,한옥에서 하중을 많이 받는 귓기둥에는 팬들럼(흔들림후 복원기능)면진받침을 사용하여 지진후에는 반드시 되돌아오도록 배치하였다.Secondly, the fan pillar, which is heavily loaded in the hanok, was arranged to return after the earthquake by using a pendulum (restoration function after shaking).

셋째,귓기둥을 재외한 다른기둥은 수평흔들림기능과 뽑힘방지기능을 갓춘 면진받침을 사용하였다.Third, the other pillars, except for the pillars, used the seismic base bearings with horizontal shaking function and anti-pulling function.

이 고안으로 간단하면서도 저렴한 비용으로 한옥등 소형건축물에도 내진뿐 아니라 지진을 방지하고 흡수소화하는 기능을 사용할수 있게된다.This design makes it possible to use earthquake prevention and absorption extinguishing in small buildings such as Hanok at a simple and low cost.

도1은 한옥에 적용되는 내진공법의 적용 위치를 표시한도면.
도2는 기둥밑에 설치하는 면진받침의 투시도와 설명글.
도3은 기둥과 보와 도리를 묶어주는 투시도.
도4는 원위치복원기능이 있는 면진 받침의 모양과 운동방향을표시한 투시도.
도5는 주로 중앙기둥에 사용하는 단순 수평면진기능과 와이어로프기능이 있는 사각 면진 받침투시도.1 is a view showing the application position of the vacuum method applied to hanok.
Figure 2 is a perspective view and description of the seismic isolator installed under the column.
Figure 3 is a perspective view of tying the pillar, beam and purlin.
Figure 4 is a perspective view showing the shape and the direction of movement of the base isolation bearing with the original position restoration function.
Fig. 5 is a perspective view of a rectangular base isolation base with a simple horizontal base isolation function and a wire rope function mainly used for a central column.

본 고안은 비교적 소형건축에 적용하는 간단하고 저렴한 비용으로 내진기능뿐 아니라 면진까지 가능한 건축공법과 그에 맞는 작고 저렴한 면진 받침에 관한 것이다.The present invention relates to a construction method capable of seismic isolation as well as seismic function at a simple and low cost to be applied to a relatively small building, and a small and inexpensive seismic support corresponding thereto.

정부에서 2017년 12월부터 한옥및 소형주택이라도 내진설계와 내진구조를 의무화 하여 시행하고 있지만 한옥등 목구조 건축물에는 마땅히 해결책을 찾지 못하고 있다.The government has mandated and implemented seismic design and seismic structure even for Hanok and small houses since December 2017, but has not found a solution for wooden structures such as hanok.

한옥은 목구조로 되어있어 철근콘크리트와 달리 목재재료에서 변형이 많고 구조가 복잡하여 구조학적으로는 적용이 어렵다.Hanok is made of wood, so unlike reinforced concrete, it is difficult to apply structurally because it has many deformations and complicated structure in wood materials.

그러나 목재를 여러겹 포개어 짜맞춤 하는 축부재의 경우 포개진 부재들을 한 묶음으로 묶어주기만 해도 훌륭한 빔이 형성된다. 또 보와 기둥과 주두가 부재별 다른결구법으로 역시 얻어놓아 그 위의 서까래를 통하여 기와로부터 하중을 받아 누르고 있는 힘에 의해 지탱하도록 배치되 있다. 하지만 지진등으로 해서 만약 기둥 하나만 이탈되어도 큰 문재가 발생한다.However, in the case of a shaft member that is laminated with multiple layers of wood, a good beam can be formed by simply tying the nested members together. The beams, columns, and heads are also obtained by different methods of joining members, and are arranged to be supported by the forces pressed under the load from the roof through the rafters above them. However, if there is an earthquake or the like, only one pillar will cause a big problem.

이를 해결하기 위해서 기둥과 그위에 얻히는 모든 부재들을 하나로 묶어주는 장선 볼트를 사용하여 조여주면 해결된다.In order to solve this problem, it is solved by using a joist bolt that binds the column and all the parts obtained on it together.

중방과 하방모두 옆에서 끼워넣기로 결구되 있으나 본 고안을 횡부재들도 모두 장선볼트로 기둥과 결속함으로써 한옥의 모든 부재들을 한 묶음이 되었다.It is determined to be inserted in both the middle and the lower side, but the transverse members of the present invention are all tied together with the pillars with the joist bolts, so all the members of the hanok are bundled.

이 방법으로 내진력은 강화되었다.In this way, the seismic force was enhanced.

본 고안은 여기서 더 나아가 면진을 하기 위하여 3가지 방법을 사용하였다.The present invention further uses three methods for isolation.

첫째 기둥과 콘크리트기초를 잡아주기 위하여 주춧돌에 구멍을 내고 지진에 가변적으로 움직이는 스테인리스와이어를 내려서 콘크리트와 결속하고 그 끝을 올려 기둥밑동에 묶어주는 방법으로 기둥 뽑힘현상,이탈현상을 해결했다.First, in order to catch the pillars and the concrete foundation, the pillar pulling phenomenon and the separation phenomenon were solved by attaching the stainless steel wire that moves variably to the earthquake and binding it with the concrete by attaching it to the base of the pillar to lower the variable stainless steel wire.

둘째,한옥에서 하중을 많이 받는 귓기둥에는 팬들럼(흔들림후 복원기능)면진받침을 사용하여 지진후에는 반드시 되돌아오도록 배치하였다.Secondly, the fan pillar, which is heavily loaded in the hanok, was arranged to return after the earthquake by using a pendulum (restoration function after shaking).

셋째,귓기둥을 재외한 다른기둥은 수평 흔들림기능과 뽑힘 방지기능을 갖춘 면진받침을 사용하였다.Third, the other pillars, except for the pillars, used a seismic bearing with horizontal shaking and anti-pulling.

150: 도리와 창방까지 대각선으로 크로스밴딩하는 공법을 표시함.
250: 도3과 같이 기둥과보를 역어주는 공법을 적용하는 위치.
350: 비내력 벽체속에 와이어로프와 덤버클로 크로스밴딩하는 위치.
400: 하방과 중방에 수평부재와 수직부재를 결속하는 위치.
500a: 귓기둥에 설치하는 도4의 면진받침 위치.
500k: 중간기둥에 설치하는 도5의 면진받침 설치위치.
600: 지진시 기둥밀림을 원활하게 하는 방바닥 높이를 표시하는 그림.150: Displays a method of cross-banding diagonally to the purlin and the window.
250: A position where a method of applying pillars and beams as shown in FIG. 3 is applied.
350: The position of cross banding with wire rope and dumbbell in a load bearing wall.
400: A position for binding the horizontal member and the vertical member in the lower and middle.
500a: The base support position of FIG. 4 installed in a pillar.
500k: Seismic isolation installation position of FIG.
600: Picture showing the height of the floor to smooth the pillar rolling during an earthquake.

Claims (9)

한옥의 내진보강을 위해서 150위치에 장선볼트를 사용하여 크로스밴딩하여 도리와 창방쳐짐을 방지하고 빔을 형성하여 수평횡력을 강화하는 공법.This method is to strengthen the horizontal lateral force by forming a beam to prevent claw and window deflection by cross-banding the joist bolt at 150 position for seismic reinforcement of Hanok. 한옥의 내진보강을 위해여 250위치에 도3과같이 기둥과 보를 결속하는 공법.
The method of binding columns and beams as shown in Fig. 3 at 250 locations for seismic reinforcement of Hanok.
한옥에 내진보강을 위하여 350위치에 보이지않게 매립으로 와이어와 덤버클을 사용하여 크로스밴딩하는 공법.
A method of cross-banding using wires and buckles to be buried in 350 places to prevent seismic reinforcement in Hanok.
한옥에 내진보강을 위하여 하방(400)과 중방을 기둥과 결속하여 보강하는 공법.
Method to reinforce the bottom (400) and the middle with the pillar for the seismic reinforcement in Hanok.
한옥에 내진과 면진을 위하여 기둥밑에또는 주춧돌밑에 위치복원기능이있는 면진받침을 귓기둥에 배치 하고,수평슬라딩 기능있는 면진받침을 귓기둥을 제외한 다른기둥에 분산 배치하여 면진 효과를 높인 기능별 분담공법을 사용한 기술.
For seismic and seismic isolation in Hanok, the seismic base bearing with position restoring function is placed under the pillar or the pedestal under the pillar, and the seismic base bearing with horizontal sliding function is distributed to other pillars except for the pillar to increase the seismic isolation effect. Technique using method.
한옥의 면진기능을 높일 목적으로 방바닥 턱때문에 기둥밀림이 자유롭지 못하므로 이를 보완할 목적으로 방바닥 단열재와 이격 열반사단열재를 별도로 깔아 기둥밀림이 있을때 쉽게 밀려나게하는 공법.
The pillar jungle is not free due to the chin of the floor for the purpose of enhancing the seismic isolation of the hanok.The method of laying the floor insulation and the spaced heat insulation insulation separately to make it easier to push out when there is a pillar jungle.
위치복원기능 있는 면진받침으로 중간베어링재료가 고분자 엔지니어링플라스틱을 사용하고 중앙에 와이어로프를 장치하기위한 구멍이있는 면진밭침.This is a seismic base bearing with position restoring function. The intermediate bearing material is made of polymer engineering plastic and has a hole for installing wire rope in the center. 위치복원기능 없는 면진받침으로 중간베어링재료가 고분자 엔지니어링플라스틱을 사용하고 중앙에 와이어로프를 장치하기위한 구멍이있는 면진밭침.
As the base bearing with no position restoring function, the intermediate bearing material uses polymer engineering plastic and has a hole for installing wire rope at the center.
위치복원기능 있는 면진받침으로 중간베어링재료가 고분자 엔지니어링 플라스틱을 사용하고 중앙에 와이어로프를 장치하기위한 구멍이 없는 면진밭침.

This is a seismic base bearing with position restoring function. The intermediate bearing material uses polymer engineering plastic and has no hole for installing wire rope in the center.

KR2020180001422U 2018-03-31 2018-03-31 hanok Incabloc method of construction KR20190002524U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023084055A (en) * 2021-12-06 2023-06-16 キノテクノ株式会社 Seismic isolator
CN116733108A (en) * 2023-08-11 2023-09-12 山西建设投资集团有限公司 Assembled steel construction for building
KR20240146367A (en) 2023-03-29 2024-10-08 정명애 Hanok roof seismic structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023084055A (en) * 2021-12-06 2023-06-16 キノテクノ株式会社 Seismic isolator
KR20240146367A (en) 2023-03-29 2024-10-08 정명애 Hanok roof seismic structure
CN116733108A (en) * 2023-08-11 2023-09-12 山西建设投资集团有限公司 Assembled steel construction for building
CN116733108B (en) * 2023-08-11 2023-11-14 山西建设投资集团有限公司 Assembled steel construction for building

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