KR102218533B1 - pillar structure - Google Patents

pillar structure Download PDF

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KR102218533B1
KR102218533B1 KR1020190113528A KR20190113528A KR102218533B1 KR 102218533 B1 KR102218533 B1 KR 102218533B1 KR 1020190113528 A KR1020190113528 A KR 1020190113528A KR 20190113528 A KR20190113528 A KR 20190113528A KR 102218533 B1 KR102218533 B1 KR 102218533B1
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South Korea
Prior art keywords
lower support
support plate
pillar
support
compression coil
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KR1020190113528A
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Korean (ko)
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박정민
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박정민
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Priority to KR1020190113528A priority Critical patent/KR102218533B1/en
Priority to PCT/KR2020/005995 priority patent/WO2021054561A1/en
Priority to CA3117133A priority patent/CA3117133C/en
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Publication of KR102218533B1 publication Critical patent/KR102218533B1/en

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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
    • E04H9/025—Structures with concrete columns
    • 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
    • F16F15/021—Decoupling of vibrations by means of point-of-contact supports, e.g. ball bearings
    • 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
    • F16F15/022—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 dampers and springs in combination
    • 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
    • F16F15/06—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 with metal springs
    • G—PHYSICS
    • G08—SIGNALLING
    • G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
    • G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
    • G08B21/18—Status alarms
    • G08B21/182—Level alarms, e.g. alarms responsive to variables exceeding a threshold
    • G—PHYSICS
    • G08—SIGNALLING
    • G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
    • G08B5/00—Visible signalling systems, e.g. personal calling systems, remote indication of seats occupied
    • G08B5/22—Visible signalling systems, e.g. personal calling systems, remote indication of seats occupied using electric transmission; using electromagnetic transmission

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Acoustics & Sound (AREA)
  • General Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The present invention relates to a new building pillar structure capable of preventing or minimizing damage to a building when an earthquake occurs. The building pillar structure comprises: upper and lower pillar parts (10, 20); and a buffer structure (30) provided between the upper and lower pillar parts (10, 20) to support the upper pillar part (10). The buffer structure (30) includes: an upper support plate (31) fixed to the bottom surface of the upper pillar part (10); a lower support plate (32) fixed to the top surface of the lower pillar part (20); and a compression coil spring (33) fixed between the upper support plate (31) and the lower support plate (32) to extend in a vertical direction. When the pillar vibrates due to an earthquake or the like, the compression coil spring (33) is expanded and contracted to absorb shock, thereby preventing the pillar from being damaged.

Description

건축물 기둥구조{pillar structure}Pilar structure

본 발명은 지진 발생시 건축물을 손상을 방지 또는 최소화할 수 있도록 된 새로운 구조의 건축물 기둥구조에 관한 것이다.The present invention relates to a new structure of a building column structure capable of preventing or minimizing damage to a building in the event of an earthquake.

최근 들어, 도 1에 도시한 바와 같이, 여러개의 상하방향으로 연장된 기둥(2)을 설치하고 상기 기둥(2)의 상부에 건축물(1)을 건축하여 상층을 주차장 등의 공간으로 활용하는 필로티 구조의 건축물(1)의 건축이 늘어가고 있다.Recently, as shown in Fig. 1, a piloti that installs several columns extending in the vertical direction and constructs a building (1) on the top of the column (2) to utilize the upper floor as a space such as a parking lot. The construction of structural buildings (1) is increasing.

상기 기둥(2)은 콘크리트재질로 구성되며, 내부에는 철근을 상호 결합하여 구성된 철근골조(2a)가 매립된 것으로, 하단부는 바닥면(3)에 고정되고, 상단은 상기 건축물(1)의 하측면에 고정된다.The pillar (2) is composed of a concrete material, and a reinforced frame (2a) formed by combining reinforcing bars is buried inside, the lower end is fixed to the floor surface (3), and the upper end is the lower part of the building (1). It is fixed to the side.

그런데. 이러한 필로티 구조의 건축물(1)은 지진 발생시, 면구조로 기초가 형성된 일반적인 건축물(1)에 비해 응력의 분산 및 지지력의 약화에 의해 기둥(2)이 쉽게 손상될 수 있는 문제점이 있었다.By the way. In the case of an earthquake, the piloti-structured building (1) has a problem in that the column (2) can be easily damaged due to the distribution of stress and weakening of the supporting force compared to the general building (1) in which the foundation is formed with a surface structure.

즉, 이러한 필로티 구조의 건축물(1)은 벽면 등과 같이, 하중을 분산시킬 수 있는 구조물이 없음으로, 건축물(1)의 하중이 기둥(2)에 모두 가해지며, 지진이 발생되어 상측의 건축물(1)이 유동될 경우, 기둥(2)이 손상될 가능성이 높아지는 문제점이 있었다.That is, since the piloti structure building (1) does not have a structure capable of distributing the load, such as a wall, the load of the building (1) is all applied to the pillar (2), and an earthquake occurs and the upper building ( When 1) flows, there is a problem that the possibility of damage to the column 2 increases.

이와 같이, 지진 등에 의해 기둥(2)이 손상되는 문제점으로 인해, 공간의 활용성 면에서 이점이 매우 높은 필로티 구조의 건축물(1)에 안전상 문제점이 발생되었다.In this way, due to the problem that the pillar 2 is damaged by an earthquake or the like, a safety problem has occurred in the building 1 of the piloti structure, which has a very high advantage in terms of space utilization.

따라서, 이러한 문제점을 해결할 수 있는 새로운 방법이 필요하게 되었다.Therefore, there is a need for a new method to solve this problem.

공개특허 10-2019-0061195호,Patent Publication No. 10-2019-0061195,

본 발명은 상기의 문제점을 해결하기 위한 것으로서, 지진 발생시 건축물을 손상을 방지 또는 최소화할 수 있도록 된 새로운 구조의 건축물 기둥구조를 제공함에 그 목적이 있다.The present invention has been made to solve the above problems, and an object of the present invention is to provide a new structure of a building column structure capable of preventing or minimizing damage to a building when an earthquake occurs.

상기한 목적을 달성하기 위한 본 발명은, 상하방향으로 연장되며 내부에 철근골조(2a)가 매립된 콘크리트재질의 건축물 기둥에 있어서, 상기 기둥은 상하측 기둥부(10,20)와, 상기 상하측 기둥부(10,20)의 사이에 구비되어 상측 기둥부(10)를 지지하는 완충구조(30)를 포함하며, 상기 완충구조(30)는 상기 상측 기둥부(10)의 하측면에 고정된 상부지지판(31)과, 상기 하측 기둥부(20)의 상면에 고정된 하부지지판(32)과, 상하방향으로 연장되도록 상기 상부지지판(31)과 하부지지판(32)의 사이에 고정되는 압축코일스프링(33)을 포함하는 것을 특징으로 하는 건축물 기둥구조가 제공된다.The present invention for achieving the above object is, in the building column of a concrete material extending in the vertical direction and embedded in the reinforcement frame (2a), the column is the upper and lower column portions (10, 20), the vertical Includes a buffer structure 30 provided between the side pillar portions 10 and 20 to support the upper pillar portion 10, and the buffer structure 30 is fixed to the lower side of the upper pillar portion 10 A compression fixed between the upper support plate 31 and the lower support plate 32 so as to extend in the vertical direction and the upper support plate 31 fixed to the upper surface of the lower pillar part 20 A building column structure is provided, characterized in that it includes a coil spring (33).

본 발명의 다른 특징에 따르면, 상기 압축코일스프링(33)은 제1 압축코일스프링(31a)과, 상기 제1 압축코일스프링(31a)의 내부에 구비된 제2 압축코일스프링(33b)을 포함하고, 상기 제1 및 제2 압축코일스프링(33a,33b)은 탄성계수가 서로 다르게 구성되어, 공진이 발생되는 것을 방지할 수 있도록 된 것을 특징으로 하는 건축물 기둥구조가 제공된다.According to another feature of the present invention, the compression coil spring 33 includes a first compression coil spring 31a and a second compression coil spring 33b provided inside the first compression coil spring 31a. And, the first and second compression coil springs (33a, 33b) are configured to have different modulus of elasticity from each other, there is provided a building column structure, characterized in that the resonance is prevented from occurring.

본 발명의 또 다른 특징에 따르면, 상기 상부지지판(31)과 하부지지판(32)의 사이에는 상기 압축코일스프링(33)이 매립되도록 콘크리트(36)가 타설된 것을 특징으로 하는 건축물 기둥구조가 제공된다.According to another feature of the present invention, there is provided a building column structure, characterized in that concrete 36 is poured between the upper support plate 31 and the lower support plate 32 so that the compression coil spring 33 is buried. do.

본 발명의 또 다른 특징에 따르면, 상기 상부지지판(31)의 하측면과 하부지지판(32)의 상면에는 상호 인접방향으로 돌출된 돌출부(31a,32a)가 형성되고, 상하방향으로 연장된 관형상으로 구성되며 상기 압축코일스프링(33)의 외측에 위치되도록 상하단이 상기 돌출부(31a,32a)에 끼움결합된 합성수지재질의 커버관체(35)를 더 포함하는 것을 특징으로 하는 건축물 기둥구조가 제공된다.According to another feature of the present invention, the lower side of the upper support plate 31 and the upper surface of the lower support plate 32 are formed with protrusions 31a and 32a protruding in a mutually adjacent direction, and a tubular shape extending in the vertical direction. It is composed of, and the upper and lower ends to be positioned outside the compression coil spring (33) is provided with a building column structure characterized in that it further comprises a cover tube body (35) of a synthetic resin material fitted to the protrusions (31a, 32a) .

본 발명의 또 다른 특징에 따르면, 상기 커버관체(35)는 투광성의 합성수지재질로 구성되고, 상기 상하부지지판(31,32)의 사이에 구비되어 상하부지지판(31,32) 사이의 간격변화를 측정하는 간격측정수단(40)과, 상기 커버관체(35)의 내측면에 구비되며 전기신호에 따라 다양한 색으로 발광되는 발광수단(60)과, 상기 간격측정수단(40)의 신호를 수신하여 상기 발광수단(60)의 작동을 제어하는 제어수단(70)을 더 포함하며, 상기 간격측정수단(40)은 상기 상부지지판(31)의 하측면에 구비되며 하측면에는 상측으로 오목한 상부지지홈(41a)이 형성된 상부지지블록(41)과, 상기 하부지지판(32)의 상면에 구비되며 상면에는 하측으로 오목한 하부지지홈(42a)이 형성된 하부지지블록(42)과, 상하방향으로 연장된 바형상으로 구성되고 상단에는 상기 상부지지홈(41a)에 삽입되는 지지볼(43a)이 구비되며 하단 일측에는 지지부(43b)가 형성되고 상부 지지부(43b)에는 상하방향의 관통공(43c)이 형성된 상부지지바(43)와, 상하방향으로 연장된 바형상을 구성되고 상단 일측에는 랙기어(44b)가 형성되며 하단에는 상기 하부지지홈(42a)에 삽입되는 지지볼(44a)이 구비되고 상단은 상기 지지부(43b)의 관통공(43c)에 삽입되는 하부지지바(44)와, 상기 상부지지바(43)에 구비되며 하부지지바(44)에 연결되어 하부지지바(44)를 하측으로 가압하는 보조탄성부재(45)와, 상기 관통공(43c)의 내부 일측에 구비되며 상기 하부지지바(44)의 랙기어(44b)와 치합되는 피니언기어(46)와, 상기 피니언기어(46)에 연결되어 피니언기어(46)의 회전각도를 측정하는 회전각도센서(47)를 포함하고, 상기 제어수단(70)은 상기 회전각도센서(47)의 신호를 수신하여 상기 상하부지지판(31,32)의 간격변화를 측정하고, 상기 상하부지지판(31,32)의 간격이 미리 설정된 안전범위를 벗어날 경우, 상기 발광수단(60)을 점등시켜 경고를 하도록 된 것을 특징으로 하는 건축물 기둥구조가 제공된다.According to another feature of the present invention, the cover tube 35 is made of a translucent synthetic resin material, and is provided between the upper and lower support plates 31 and 32 to measure the change in the gap between the upper and lower support plates 31 and 32 And a light emitting means (60) provided on the inner surface of the cover tube (35) to emit light in various colors according to an electric signal, and a signal from the distance measuring means (40). It further comprises a control means (70) for controlling the operation of the light emitting means (60), the distance measuring means (40) is provided on the lower side of the upper support plate (31), and the upper support groove ( An upper support block 41 having 41a) formed thereon, a lower support block 42 provided on the upper surface of the lower support plate 32 and having a lower support groove 42a concave downward on the upper surface thereof, and a bar extending in the vertical direction. It is composed of a shape and is provided with a support ball (43a) inserted into the upper support groove (41a) at the top, a support portion (43b) is formed on one side of the lower end, and a through hole (43c) in the vertical direction is formed in the upper support portion (43b). An upper support bar 43 and a bar shape extending in the vertical direction are formed, and a rack gear 44b is formed at one side of the upper end, and a support ball 44a inserted into the lower support groove 42a is provided at the lower end, and the upper end Is a lower support bar 44 inserted into the through hole 43c of the support part 43b, and is provided in the upper support bar 43 and is connected to the lower support bar 44 to press the lower support bar 44 downward. An auxiliary elastic member 45 and a pinion gear 46 provided on an inner side of the through hole 43c and engaged with the rack gear 44b of the lower support bar 44, and connected to the pinion gear 46 And a rotation angle sensor 47 that measures the rotation angle of the pinion gear 46, and the control means 70 receives the signal from the rotation angle sensor 47 and the upper and lower support plates 31 and 32 A building columnar, characterized in that a change in the gap is measured, and when the gap between the upper and lower support plates (31, 32) is out of a preset safety range, the light emitting means (60) is turned on to give a warning Joe is provided.

본 발명의 또 다른 특징에 따르면, 상기 하부지지바(44)의 지지볼(44a)에 연결되어 상기 간격측정수단(40)이 측방향으로 회전되지 않도록 지지하는 회전방지수단(50)을 더 포함하며, 상기 회전방지수단(50)은 상기 하부지지바(44)의 지지볼(44a)의 전후면 중앙부에서 전후방향으로 연장된 연장축(51)과, 측방향으로 연장된 바형상으로 구성되고 중심축이 상기 지지볼(44a)의 중앙부를 향하도록 배치되며 기단부에는 상기 연장축(51)의 전후단에 회전가능하게 결합되는 요크부(52a)가 구비된 회전방지축(52)과, 상기 하부지지판(32)의 상면에 구비되며 일측에는 상기 회전방지축(52)의 선단부가 회전가능하게 결합되는 결합공(53a)이 형성된 회전방지블록(53a)을 포함하는 것을 특징으로 하는 건축물 기둥구조가 제공된다.According to another feature of the present invention, it is connected to the support ball (44a) of the lower support bar (44) further comprises a rotation preventing means (50) for supporting the distance measuring means (40) not to rotate in the lateral direction, , The rotation preventing means 50 is composed of an extension shaft 51 extending in the front and rear direction from the central portion of the front and rear surface of the support ball 44a of the lower support bar 44, and a bar shape extending in the lateral direction, and The rotation preventing shaft 52 provided with a yoke portion 52a rotatably coupled to the front and rear ends of the extension shaft 51 and disposed to face the central portion of the support ball 44a, and the lower support plate It is provided on the upper surface of (32), and on one side of the rotation preventing shaft (52), the front end portion of the rotation preventing shaft (52) is provided with a rotation preventing block (53a) formed with a coupling hole (53a) is formed do.

본 발명에 따른 건축물 기둥구조에 따르면, 상기 기둥은 상하측 기둥부(10,20)와, 상기 상하측 기둥부(10,20)의 사이에 구비되어 상측 기둥부(10)를 지지하는 완충구조(30)로 구성되며, 상기 완충구조(30)는 상기 상측 기둥부(10)의 하측면에 고정된 상부지지판(31)과, 상기 하측 기둥부(20)의 상면에 고정된 하부지지판(32)과, 상하방향으로 연장되도록 상기 상부지지판(31)과 하부지지판(32)의 사이에 고정되는 압축코일스프링(33)로 구성되어, 지진 등에 의해 기둥이 진동될 때, 상기 압축코일스프링(33)이 신축되면서 충격을 흡수하거나 건축물 전달되는 응력을 단절시켜, 기둥붕괴를 방지하여 피해복구를 용이하게 할 수 있다.According to the pillar structure of the building according to the present invention, the pillar is a buffer structure that is provided between the upper and lower pillar portions 10 and 20 and the upper and lower pillar portions 10 and 20 to support the upper pillar portion 10 (30), and the buffer structure (30) includes an upper support plate (31) fixed to a lower surface of the upper pillar portion (10) and a lower support plate (32) fixed to the upper surface of the lower pillar portion (20). ), and a compression coil spring 33 fixed between the upper support plate 31 and the lower support plate 32 so as to extend in the vertical direction, and when the pillar is vibrated by an earthquake, the compression coil spring 33 ) As it expands and contracts, it absorbs the impact or cuts off the stress transmitted to the building, preventing collapse of the column and making it easier to recover.

도 1은 일반적인 필로티 구조의 건축물을 도시한 정단면도,
도 2는 본 발명에 따른 건축물 기둥구조를 도시한 정단면도,
도 3은 본 발명에 따른 건축물 기둥구조의 제2 실시예를 도시한 정단면도,
도 4는 본 발명에 따른 건축물 기둥구조의 제3 실시예를 도시한 정단면도,
도 5는 본 발명에 따른 건축물 기둥구조의 제4 실시예를 도시한 정단면도,
도 6은 본 발명에 따른 건축물 기둥구조의 제4 실시예의 요부를 도시한 확대도,
도 7은 본 발명에 따른 건축물 기둥구조의 제4 실시예의 회전방지수단을 도시한 평면도,
도 8은 본 발명에 따른 건축물 기둥구조의 제4 실시예의 회로구성도이다.1 is a front cross-sectional view showing a general piloti structure building,
Figure 2 is a front sectional view showing the pillar structure of the building according to the present invention,
3 is a front cross-sectional view showing a second embodiment of a pillar structure of a building according to the present invention,
4 is a front cross-sectional view showing a third embodiment of a pillar structure of a building according to the present invention,
5 is a front cross-sectional view showing a fourth embodiment of a pillar structure of a building according to the present invention,
6 is an enlarged view showing a main part of a fourth embodiment of a pillar structure of a building according to the present invention,
7 is a plan view showing a rotation preventing means of a fourth embodiment of a pillar structure of a building according to the present invention,
8 is a circuit diagram of a fourth embodiment of a pillar structure of a building according to the present invention.

이하, 본 발명을 첨부된 예시도면에 의거하여 상세히 설명한다.Hereinafter, the present invention will be described in detail on the basis of the accompanying drawings.

도 2는 본 발명에 따른 건축물 기둥을 도시한 것으로, 필로티 구조의 건축물(1)에 적용된 것을 예시한 것이다.2 is a diagram illustrating a pillar of a building according to the present invention, and illustrates that applied to the building 1 of a piloti structure.

이에 따르면, 상기 기둥은 콘크리트재질로 구성되며, 내부에는 철근을 상호 결합하여 구성된 철근골조(2a)가 매립되고, 하단부는 바닥면(3)에 고정되며, 상단은 상기 건축물(1)의 하측면에 고정된다.According to this, the column is composed of a concrete material, and a reinforcing bar frame (2a) formed by combining reinforcing bars is buried inside, the lower end is fixed to the floor surface (3), and the upper end is the lower side of the building (1). Is fixed to

그리고, 본 발명에 따른 건축물 기둥은 상기 기둥은 상하측 기둥부(10,20)와, 상기 상하측 기둥부(10,20)의 사이에 구비되어 상측 기둥부(10)를 지지하는 완충구조(30)로 구성된다.And, the building column according to the present invention, the pillar is provided between the upper and lower pillar portions 10 and 20 and the upper and lower pillar portions 10 and 20 to support the upper pillar portion 10 ( 30).

상기 상측 기둥부(10)는 상단이 상기 건축물(1)의 하측면에 고정되며, 상기 하측 기둥부(20)는 하단이 바닥면(3)에 고정되어, 상하측 기둥부(10,20)의 사이에는 상기 완충구조(30)가 구비되기 위한 공간부가 형성된다.The upper column part 10 has an upper end fixed to the lower surface of the building 1, and the lower column part 20 has a lower end fixed to the floor surface 3, and the upper and lower column parts 10 and 20 A space portion is formed between the buffer structure 30 to be provided.

상기 완충구조(30)는 상기 상측 기둥부(10)의 하측면에 고정된 상부지지판(31)과, 상기 하측 기둥부(20)의 상면에 고정된 하부지지판(32)과, 상하방향으로 연장되도록 상기 상부지지판(31)과 하부지지판(32)의 사이에 고정되는 압축코일스프링(33)으로 구성된다.The buffer structure 30 includes an upper support plate 31 fixed to a lower surface of the upper pillar portion 10, a lower support plate 32 fixed to an upper surface of the lower pillar portion 20, and extends vertically. It consists of a compression coil spring 33 fixed between the upper support plate 31 and the lower support plate 32 so as to be possible.

상기 상부지지판(31)은 강도가 높은 금속재질로 구성되어 상기 상측 기둥부(10)의 철근골조(2a)에 용접결합된다.The upper support plate 31 is made of a high-strength metal material and is welded to the reinforcing bar frame 2a of the upper column part 10.

상기 하부지지판(32)은 강도가 높은 금속재질로 구성되어 상기 하측 기둥부(20)의 철골구조에 용접결합된다.The lower support plate 32 is made of a metal material having high strength, and is welded to the steel structure of the lower column part 20.

상기 압축코일스프링(33)은 상하단이 상기 상부지지판(31)과 하부지지판(32)에 각각 고정결합된다.The compression coil spring 33 has upper and lower ends fixedly coupled to the upper support plate 31 and the lower support plate 32, respectively.

이와 같이 구성된 건축물 기둥구조에 따르면, 상기 기둥은 상하측 기둥부(10,20)와, 상기 상하측 기둥부(10,20)의 사이에 구비되어 상측 기둥부(10)를 지지하는 완충구조(30)로 구성되며, 상기 완충구조(30)는 상기 상측 기둥부(10)의 하측면에 고정된 상부지지판(31)과, 상기 하측 기둥부(20)의 상면에 고정된 하부지지판(32)과, 상하방향으로 연장되도록 상기 상부지지판(31)과 하부지지판(32)의 사이에 고정되는 압축코일스프링(33)로 구성되어, 지진 등에 의해 기둥이 진동될 때, 상기 압축코일스프링(33)이 신축되면서 충격을 흡수하거나 건축물 전달되는 응력을 단절시켜, 기둥붕괴를 방지하여 피해복구를 용이하게 할 수 있다.According to the structure of the pillar structure configured as described above, the pillar is provided between the upper and lower pillar portions 10 and 20 and the upper and lower pillar portions 10 and 20 to support the upper pillar portion 10 ( 30), and the buffer structure 30 includes an upper support plate 31 fixed to a lower surface of the upper pillar portion 10 and a lower support plate 32 fixed to the upper surface of the lower pillar portion 20 And, it is composed of a compression coil spring 33 fixed between the upper support plate 31 and the lower support plate 32 so as to extend in the vertical direction, and when the pillar is vibrated by an earthquake, the compression coil spring 33 While this expansion and contraction, it is possible to absorb impact or to cut off the stress transmitted to the building, thereby preventing collapse of the column, thereby facilitating damage recovery.

본 실시예의 경우, 필로티 구조의 건축물(1)에 적용된 것을 예시하였으나, 이러한 건축물 기둥구조는 1층에 벽면이 있는 일반적인 구조물에 적용될 수 있다.In the case of this embodiment, it is illustrated that it is applied to the building 1 of the piloti structure, but such a building column structure can be applied to a general structure having a wall surface on the first floor.

그리고, 이러한 건축물 기둥구조는 건축물(1)에 구비된 다수개의 기둥 중에서 하중이 적게 가해지는 기둥에 선택적으로 적용될 수 있다.In addition, such a pillar structure of a building may be selectively applied to a pillar to which a load is applied from among a plurality of pillars provided in the building 1.

도 3은 본 발명에 따른 제2 실시예를 도시한 것으로, 상기 압축코일스프링(33)은 2개로 구성된다.3 shows a second embodiment according to the present invention, wherein the compression coil spring 33 is composed of two.

즉, 상기 압축코일스프링(33)은 제1 압축코일스프링(33a)과, 상기 제1 압축코일스프링(33a)의 내부에 구비된 제2 압축코일스프링(33b)로 구성될 수 있다.That is, the compression coil spring 33 may be composed of a first compression coil spring 33a and a second compression coil spring 33b provided inside the first compression coil spring 33a.

이때, 상기 제1 및 제2 압축코일스프링(33a,33b)은 탄성계수가 서로 다르게 구성되어, 지진 등에 의해 상기 상부지지판(31)과 하부지지판(32)이 진동을 할 때, 공진이 발생되는 것을 방지할 수 있도록 구성된다.At this time, the first and second compression coil springs 33a and 33b have different elastic modulus, so that when the upper support plate 31 and the lower support plate 32 vibrate due to an earthquake or the like, resonance is generated. It is structured to prevent it.

이와 같이, 상기 압축코일스프링(33)을 탄성계수가 다른 제1 및 제2 압축코일스프링(33a,33b)로 구성하면, 상기 상하측 기둥부(10,20)가 진동될 때, 상기 제1 및 제2 압축코일스프링(33a,33b)이 서로 다른 진동수로 진동함으로서, 코일스프링에 의해 진동이 증폭되는 공진현상이 발생되는 것을 방지할 수 있다.In this way, when the compression coil spring 33 is composed of first and second compression coil springs 33a and 33b having different elastic modulus, when the upper and lower pillar portions 10 and 20 are vibrated, the first And by vibrating the second compression coil springs (33a, 33b) at different frequencies, it is possible to prevent the occurrence of a resonance phenomenon in which the vibration is amplified by the coil spring.

전술한 실시예의 경우, 상기 압축코일스프링(33)은 2개로 구성된 것을 예시하였으나, 상기 압축코일스프링(33)은 3개 이상으로 구성되는 것도 가능하다.In the case of the above-described embodiment, the compression coil spring 33 is exemplified that it is composed of two, but the compression coil spring 33 may be composed of three or more.

도 4는 본 발명에 따른 제3 실시예를 도시한 것으로, 상기 상부지지판(31)과 하부지지판(32)의 사이에는 상기 압축코일스프링(33)이 매립되도록 콘크리트(36)가 타설된다.4 shows a third embodiment according to the present invention, and concrete 36 is poured between the upper support plate 31 and the lower support plate 32 so that the compression coil spring 33 is buried.

따라서, 상기 콘크리트(36)에 의해 상기 상부지지판(31)과 하부지지판(32)이 상호 지지됨으로, 기둥의 강도를 유지하며, 필로티기둥을 통해 수직방향으로 전축물 전체로 전달되는 응역을 단절시킴으로, 내진성능을 향상시킬 수 있는 장점이 잇다.Therefore, by mutually supporting the upper support plate 31 and the lower support plate 32 by the concrete 36, the strength of the pillar is maintained, and the response transmitted to the entire axis in the vertical direction through the piloti pillar is cut off. , It has the advantage of improving seismic performance.

도 5 내지 도 8은 본 발명에 따른 제4 실시예를 도시한 것으로, 상기 상부지지판(31)의 하측면과 하부지지판(32)의 상면에는 상호 인접방향으로 돌출된 돌출부(31a,32a)가 형성된다.5 to 8 show a fourth embodiment according to the present invention, in which protrusions 31a and 32a protruding in mutually adjacent directions are provided on the lower side of the upper support plate 31 and the upper surface of the lower support plate 32. Is formed.

그리고, 상기 상부지지판(31)과 하부지지판(32)의 사이에는, 상하방향으로 연장된 관형상으로 구성된 합성수지재질의 커버관체(35)이 상기 압축코일스프링(33)의 외측에 위치되도록 끼움결합된다.In addition, between the upper support plate 31 and the lower support plate 32, a cover tube 35 made of synthetic resin made of a tubular shape extending in the vertical direction is fitted so that it is located outside the compression coil spring 33 do.

상기 커버관체(35)는 탄성이 있으면서 투광성이 있는 합성수지재질로 구성된 것으로, 상하단이 상기 상하부지지판(31,32)의 돌출부(31a,32a)에 각각 고정결합된다.The cover tube 35 is made of a synthetic resin material that has elasticity and transmittance, and its upper and lower ends are fixedly coupled to the protrusions 31a and 32a of the upper and lower support plates 31 and 32, respectively.

그리고, 상기 상하부지지판(31,32)의 사이에 구비되어 상하부지지판(31,32) 사이의 간격변화를 측정하는 간격측정수단(40)과, 상기 간격측정수단(40)에 연결되어 상기 간격측정수단(40)이 측방향으로 회전되지 않도록 지지하는 회전방지수단(50)과, 상기 커버관체(35)의 내측면에 구비되며 전기신호에 따라 다양한 색으로 발광되는 발광수단(60)과, 간격측정수단(40)의 신호를 수신하며 상기 발광수단(60)의 작동을 제어하는 제어수단(70)이 더 구비된다.In addition, a distance measuring means 40 provided between the upper and lower support plates 31 and 32 to measure a change in the distance between the upper and lower support plates 31 and 32, and connected to the distance measuring means 40 to measure the distance A rotation preventing means (50) for supporting the means (40) from being rotated in a lateral direction, and a light emitting means (60) provided on the inner surface of the cover tube (35) and emitting light in various colors according to an electrical signal, and a gap A control means 70 for receiving a signal from the measuring means 40 and controlling the operation of the light emitting means 60 is further provided.

상기 간격측정수단(40)은 상기 상부지지판(31)의 하측면에 구비되며 하측면에는 상측으로 오목한 상부지지홈(41a)이 형성된 상부지지블록(41)과, 상기 하부지지판(32)의 상면에 구비되며 상면에는 하측으로 오목한 하부지지홈(42a)이 형성된 하부지지블록(42)과, 상하방향으로 연장된 바형상으로 구성되고 상단에는 상기 상부지지홈(41a)에 삽입되는 지지볼(43a)이 구비되며 하단 일측에는 지지부(43b)가 형성되고 상부 지지부(43b)에는 상하방향의 관통공(43c)이 형성된 상부지지바(43)와, 상하방향으로 연장된 바형상을 구성되고 상단 일측에는 랙기어(44b)가 형성되며 하단에는 상기 하부지지홈(42a)에 삽입되는 지지볼(44a)이 구비되고 상단은 상기 지지부(43b)의 관통공(43c)에 삽입되는 하부지지바(44)와, 상기 상부지지바(43)에 구비되며 하부지지바(44)에 연결되어 하부지지바(44)를 하측으로 가압하는 보조탄성부재(45)와, 상기 관통공(43c)의 내부 일측에 구비되며 상기 하부지지바(44)의 랙기어(44b)와 치합되는 피니언기어(46)와, 상기 피니언기어(46)에 연결되어 피니언기어(46)의 회전각도를 측정하는 회전각도센서(47)로 구성된다.The spacing measuring means 40 is provided on the lower side of the upper support plate 31, the upper support block 41 having an upper support groove 41a concave upwardly on the lower side, and an upper surface of the lower support plate 32 The lower support block 42 is provided in the upper surface and has a lower support groove 42a concave downward, and a support ball 43a that is formed in a bar shape extending in the vertical direction and is inserted into the upper support groove 41a at the upper surface. ) Is provided, and a support part 43b is formed on one side of the lower end, and an upper support bar 43 is formed with a through hole 43c in the upper and lower directions, and a bar shape extending in the vertical direction is formed, and the upper one side A rack gear (44b) is formed at the lower end and a support ball (44a) inserted into the lower support groove (42a) is provided, and the upper end is a lower support bar (44) inserted into the through hole (43c) of the support part (43b) And, an auxiliary elastic member 45 provided in the upper support bar 43 and connected to the lower support bar 44 to press the lower support bar 44 downward, and provided at one side inside the through hole 43c, Consist of a pinion gear 46 meshing with the rack gear 44b of the lower support bar 44, and a rotation angle sensor 47 connected to the pinion gear 46 to measure the rotation angle of the pinion gear 46 do.

상기 상부지지블록(41)과 하부지지블록(42)은 강도가 높은 금속재로 구성되어 상기 상부지지판(31)과 하부지지판(32)에 고정결합되며, 상기 상부지지홈(41a)과 하부지지홈(42a)은 반원형태로 구성된다.The upper support block 41 and the lower support block 42 are made of metal with high strength and are fixedly coupled to the upper support plate 31 and the lower support plate 32, and the upper support groove 41a and the lower support groove (42a) consists of a semicircle.

상기 상부지지바(43)와 하부지지바(44)의 지지볼(43a,44a)은 상기 상부지지홈(41a)과 하부지지홈(42a)의 지름에 대응되는 구형상으로 구성되어, 상기 상부지지홈(41a)과 하부지지홈(42a)에 각각 전후방향 및 측방향으로 회동가능하게 삽입된다.The support balls 43a and 44a of the upper support bar 43 and the lower support bar 44 have a spherical shape corresponding to the diameter of the upper support groove 41a and the lower support groove 42a, and the upper support It is inserted into the groove 41a and the lower support groove 42a so as to be rotatable in the front-rear direction and the lateral direction, respectively.

상기 상부지지바(43)의 지지부(43b)는 상기 상부지지바(43)의 하단 일측에 사각형으로 돌출되도록 구성된다.The support portion 43b of the upper support bar 43 is configured to protrude in a square shape from a lower side of the upper support bar 43.

상기 관통공(43c)은 사각형의 단면형상으로 구성되며, 중간부 일측에는 상기 피니언기어(46)가 결합되는 오목부(43d)가 형성된다.The through hole 43c has a rectangular cross-sectional shape, and a concave portion 43d to which the pinion gear 46 is coupled is formed at one side of the middle portion.

상기 하부지지바(44)는 상기 관통공(43c)의 형상에 대응되는 사각바형상으로 구성되며, 중간부에서 상기 지지부(43b)의 하측으로 노출되는 부위에는 외측으로 돌출된 플랜지부(44c)가 구비된다.The lower support bar 44 has a square bar shape corresponding to the shape of the through hole 43c, and a flange portion 44c protruding outward is formed at a portion exposed from the middle portion to the lower side of the support portion 43b. It is equipped.

상기 탄성부재는 상기 지지부(43b)와 플랜지부(44c)의 사이에 위치되도록 상기 하부지지바(44)의 외측에 결합되어 하부지지바(44)를 하측으로 가압하는 압축코일스프링(33)을 이용한다.The elastic member uses a compression coil spring 33 that is coupled to the outside of the lower support bar 44 so as to be positioned between the support portion 43b and the flange portion 44c to press the lower support bar 44 downward.

상기 피니언기어(46)는 회전축(46a)에 의해 상기 오목부(43d)의 내부에 회전가능하게 결합되어, 상기 하부지지바(44)가 승강되면 이에 추종하여 승강되도록 구성된다.The pinion gear 46 is rotatably coupled to the inside of the concave portion 43d by a rotation shaft 46a, so that when the lower support bar 44 is elevated, it is configured to follow and lift it.

상기 회전각도센서(47)는 상기 회전축(46a)에 구비되어 피니언기어(46)의 회전각도를 측정함으로써, 상기 상하부지지판(31,32)의 간격변화를 측정할 수 있다.The rotation angle sensor 47 is provided on the rotation shaft 46a to measure the rotation angle of the pinion gear 46, thereby measuring the change in the gap between the upper and lower support plates 31 and 32.

즉, 상기 상하부지지판(31,32)의 간격이 변화되면 상기 하부지지바(44)가 상기 관통공(43c)의 내부에서 상하방향으로 승강되며, 이에 따라, 상기 피니언기어(46)가 회전된다.That is, when the interval between the upper and lower support plates 31 and 32 is changed, the lower support bar 44 is raised and lowered in the through hole 43c in the vertical direction, and accordingly, the pinion gear 46 is rotated.

이때, 상기 피니언기어(46)의 지름은 알려져 있음으로, 상기 회전각도센서(47)를 이용하여 피니언기어(46)의 회전각도를 측정함으로서, 상기 하부지지바(44)가 승강된 거리, 즉, 상기 상하부지지판(31,32)의 간격이 변화된 거리를 측정할 수 있다.At this time, since the diameter of the pinion gear 46 is known, by measuring the rotation angle of the pinion gear 46 using the rotation angle sensor 47, the distance from which the lower support bar 44 is raised, that is, It is possible to measure the distance at which the distance between the upper and lower support plates 31 and 32 is changed.

상기 회전방지수단(50)은 상기 하부지지바(44)의 지지볼(44a)의 전후면 중앙부에서 전후방향으로 연장된 연장축(51)과, 측방향으로 연장된 바형상으로 구성되고 중심축이 상기 지지볼(44a)의 중앙부를 향하도록 배치되며 기단부에는 상기 연장축(51)의 전후단에 회전가능하게 결합되는 요크부(52a)가 구비된 회전방지축(52)과, 상기 하부지지판(32)의 상면에 구비되며 일측에는 상기 회전방지축(52)의 선단부가 회전가능하게 결합되는 결합공(53a)이 형성된 회전방지블록(53a)으로 구성된다.The rotation preventing means 50 is composed of an extension shaft 51 extending in the front and rear direction from the center of the front and rear surface of the support ball 44a of the lower support bar 44, and a bar shape extending in the lateral direction, and the central axis is An anti-rotation shaft 52 provided with a yoke part 52a rotatably coupled to the front and rear ends of the extension shaft 51 and disposed to face the central part of the support ball 44a, and the lower support plate ( It is provided on the upper surface of 32) and consists of an anti-rotation block (53a) formed on one side with a coupling hole (53a) rotatably coupled to the front end of the anti-rotation shaft (52).

따라서, 상기 하부지지바(44)는 상기 지지볼(44a)을 중심으로 전후 및 좌우방향으로 회동될 수 있으나, 상기 회전방지축(52)이 회전방지블록(53a)의 결합공(53a)에 결합된 상태를 유지함으로, 상기 간격측정수단(40)이 측방향으로 회전되지 못하도록 지지된다.Therefore, the lower support bar 44 may be rotated in the front and rear and left and right directions around the support ball 44a, but the rotation prevention shaft 52 is coupled to the coupling hole 53a of the rotation prevention block 53a. By maintaining the state, the distance measuring means 40 is supported so as not to rotate in the lateral direction.

상기 발광수단(60)은 상기 커버관체(35)의 내측면에 부착고정된 다수개의 LED램프를 이용하는 것으로, 상기 제어수단(70)의 신호에 따라, 각각의 LED램프가 선택적으로 점등됨으로써, 상기 커버관체(35)가 다양한 색으로 점등되도록 한다.The light emitting means 60 uses a plurality of LED lamps attached and fixed to the inner side of the cover tube 35, and each LED lamp is selectively lit according to a signal from the control means 70, so that the The cover tube 35 is to be lit in various colors.

상기 제어수단(70)은 상기 회전각도센서(47)의 신호를 수신하여 상기 상하부지지판(31,32)의 간격변화를 측정하고, 상기 상하부지지판(31,32)의 간격이 미리 설정된 안전범위를 벗어날 경우, 상기 발광수단(60)을 점등시켜 경고를 하도록 구성된다.The control means (70) receives the signal from the rotation angle sensor (47) to measure the change in the gap between the upper and lower support plates (31, 32), and the distance between the upper and lower support plates (31, 32) is set in advance within a safety range. If it deviates, the light emitting means 60 is configured to light up to give a warning.

즉, 상기 제어수단(70)은 평상시에는 상기 발광수단(60)을 백색이나 청색 등과 같은 색으로 점등되도록 하여, 기둥에 장식효과를 줄 수 있도록 하고, 상기 간격측정수단(40)에 상기 상하부지지판(31,32)의 간격이 안전범위를 벗어날 정도로 상호 이격 또는 근접될 경우, 상기 조명수단이 적색으로 점등되도록 하여 상하부지지판(31,32)의 간격이 안전범위를 벗어날 정도로 과도하게 상호 근접 또는 이격된 것을 알리도록 한다.That is, the control means (70) allows the light emitting means (60) to light up in a color such as white or blue in normal times, so as to give a decorative effect to the pillars, and to the upper and lower support plates to the distance measuring means (40). When the intervals of (31, 32) are separated from each other or close to the extent that they are out of the safe range, the lighting means is turned on in red so that the gaps between the upper and lower support plates (31, 32) are excessively close or separated from each other so that the gap between the upper and lower support plates (31, 32) is out of the safe range Let them know what happened.

이와 같이 구성된 건축물 기둥구조에 따르면, 상기 상부지지판(31)의 하측면과 하부지지판(32)의 상면에는 상호 인접방향으로 돌출된 돌출부(31a,32a)가 형성되고, 상하방향으로 연장된 관형상으로 구성되며 상기 압축코일스프링(33)의 외측에 위치되도록 상하단이 상기 돌출부(31a,32a)에 끼움결합된 투광성 합성수지재질의 커버관체(35)가 더 구비됨으로, 상기 압축코일스프링(33)이 외측으로 노출되어 기둥의 외관을 해치는 것을 방지할 수 있는 장점이 있다.According to the structure of the pillar structure constructed as described above, protrusions 31a and 32a protruding in adjacent directions are formed on the lower side of the upper support plate 31 and the upper surface of the lower support plate 32, and a tubular shape extending in the vertical direction. And a cover tube 35 made of a translucent synthetic resin material having upper and lower ends fitted to the protrusions 31a and 32a so as to be located outside the compression coil spring 33, the compression coil spring 33 There is an advantage of being able to prevent damage to the exterior of the pillar by being exposed to the outside.

그리고, 상기 커버관체(35)는 투광성의 합성수지재질로 구성되고, 상기 상하부지지판(31,32)의 사이에 구비되어 상하부지지판(31,32) 사이의 간격변화를 측정하는 간격측정수단(40)과, 상기 커버관체(35)의 내측면에 구비되며 전기신호에 따라 다양한 색으로 발광되는 발광수단(60)과, 상기 간격측정수단(40)의 신호를 수신하여 상기 발광수단(60)의 작동을 제어하는 제어수단(70)이 구비되어, 지진이나 기타 이유로 상기 상하측 기둥부(10,20)의 간격이 과도하게 변경될 경우, 이를 확인하여 주변에 알림으로써, 건축물(1)의 안전을 도모할 수 있는 장점이 있다.In addition, the cover tube 35 is made of a light-transmitting synthetic resin material, and is provided between the upper and lower support plates 31 and 32 to measure the change in the distance between the upper and lower support plates 31 and 32. And, the light emitting means (60) provided on the inner surface of the cover tube (35) and emitting light in various colors according to an electric signal, and the operation of the light emitting means (60) by receiving a signal from the distance measuring means (40) Control means (70) for controlling the is provided, when the gap between the upper and lower pillars (10, 20) is excessively changed due to earthquake or other reasons, by checking this and notifying the surroundings, the safety of the building (1) is There is an advantage that can be promoted.

또한, 상기 간격측정수단(40)에는 간격측정수단(40)이 측방향으로 회전되지 않도록 지지하는 회전방지수단(50)이 연결되어, 간격측정수단(40)이 측방향으로 회전되어 간격측정수단(40)의 정밀도가 저하되는 것을 방지할 수 있는 장점이 있다.In addition, the distance measuring means 40 is connected to a rotation preventing means 50 for supporting the distance measuring means 40 not to rotate in the lateral direction, and the distance measuring means 40 is rotated in the lateral direction so that the distance measuring means There is an advantage in that the precision of (40) can be prevented from deteriorating.

즉, 상기 간격측정수단(40)은 상기 상부지지홈(41a)과 하부지지홈(42a)에 삽입된 지지볼(43a,44a)에 의해 상하단이 지지되어, 상하측 기둥부(10,20)가 측방향으로 유동될 때, 상기 간격측정수단(40)이 신축되어 이를 수용할 수 있도록 구성된다.That is, the gap measuring means 40 is supported at the upper and lower ends by the support balls 43a and 44a inserted into the upper support groove 41a and the lower support groove 42a, and the upper and lower pillar portions 10 and 20 When is flowing in the lateral direction, the spacing measuring means 40 is configured to expand and contract to accommodate it.

그런데, 이러한 경우, 상하측 기둥부(10,20)에 전달된 진동에 의해 상기 간격측정수단(40)이 지지볼(43a,44a)을 중심으로 측방향으로 회동될 수 있으며, 이러한 경우, 간격측정수단(40)에 의해 측정되는 상부지지판(31)과 하부지지판(32)의 간격변화값에 오차가 발생될 수 있다.However, in this case, the gap measuring means 40 may be rotated laterally around the support balls 43a and 44a by the vibration transmitted to the upper and lower pillars 10 and 20, and in this case, the gap An error may occur in the distance change value between the upper support plate 31 and the lower support plate 32 measured by the measuring means 40.

그러나, 본 발명의 경우, 상기 간격측정수단(40)에 회전방지수단(50)이 연결되어 간격측정수단(40)이 회전되는 것을 방지함으로써, 간격측정수단(40)이 회전되어 상부지지판(31)과 하부지지판(32)의 간격변화값에 오차가 발생되는 것을 방지할 수 있는 장점이 있다.However, in the case of the present invention, by preventing the rotation preventing means 50 is connected to the distance measuring means 40 to prevent the distance measuring means 40 from rotating, the distance measuring means 40 is rotated and the upper support plate 31 ) And the lower support plate 32 has the advantage of preventing an error from occurring in the change value of the gap.

10. 상측 기둥부 20. 하측 기둥부
30. 완충구조10. Upper column part 20. Lower column part
30. Buffer structure

Claims (6)

상하방향으로 연장되며 내부에 철근골조(2a)가 매립된 콘크리트재질의 건축물 기둥에 있어서,
상기 기둥은 상하측 기둥부(10,20)와, 상기 상하측 기둥부(10,20)의 사이에 구비되어 상측 기둥부(10)를 지지하는 완충구조(30)를 포함하며,
상기 완충구조(30)는
상기 상측 기둥부(10)의 하측면에 고정된 상부지지판(31)과,
상기 하측 기둥부(20)의 상면에 고정된 하부지지판(32)과,
상하방향으로 연장되도록 상기 상부지지판(31)과 하부지지판(32)의 사이에 고정되는 압축코일스프링(33)을 포함하고,
상기 압축코일스프링(33)은
제1 압축코일스프링(33a)과, 상기 제1 압축코일스프링(33a)의 내부에 구비된 제2 압축코일스프링(33b)을 포함하고,
상기 제1 및 제2 압축코일스프링(33a,33b)은 탄성계수가 서로 다르게 구성되어, 공진이 발생되며,
상기 상부지지판(31)과 하부지지판(32)의 사이에는 상기 압축코일스프링(33)이 매립되도록 콘크리트(36)가 타설되고, 상기 콘크리트(36)에 의해 상기 상부지지판(31)과 상기 하부지지판(32)이 상호 지지되는 것을 특징으로 하는 건축물 기둥구조.
In the pillar of the concrete material that extends in the vertical direction and has a reinforced frame (2a) embedded therein,
The pillar includes a buffer structure 30 provided between the upper and lower pillar portions 10 and 20 and the upper and lower pillar portions 10 and 20 to support the upper pillar portion 10,
The buffer structure 30 is
An upper support plate 31 fixed to the lower surface of the upper pillar portion 10,
A lower support plate 32 fixed to the upper surface of the lower pillar part 20,
It includes a compression coil spring 33 fixed between the upper support plate 31 and the lower support plate 32 so as to extend in the vertical direction,
The compression coil spring 33 is
It includes a first compression coil spring (33a) and a second compression coil spring (33b) provided in the inside of the first compression coil spring (33a),
The first and second compression coil springs 33a and 33b have different modulus of elasticity to generate resonance,
Concrete 36 is poured between the upper support plate 31 and the lower support plate 32 so that the compression coil spring 33 is buried, and the upper support plate 31 and the lower support plate are formed by the concrete 36 (32) A building column structure, characterized in that mutually supported.
 삭제delete 삭제delete 제 1항에 있어서,
상기 상부지지판(31)의 하측면과 하부지지판(32)의 상면에는 상호 인접방향으로 돌출된 돌출부(31a,32a)가 형성되고,
상하방향으로 연장된 관형상으로 구성되며 상기 압축코일스프링(33)의 외측에 위치되도록 상하단이 상기 돌출부(31a,32a)에 끼움결합된 합성수지재질의 커버관체(35)를 더 포함하는 것을 특징으로 하는 건축물 기둥구조.
The method of claim 1,
Protrusions 31a and 32a protruding in mutually adjacent directions are formed on the lower side of the upper support plate 31 and the upper surface of the lower support plate 32,
It is composed of a tubular shape extending in the vertical direction, and the upper and lower ends are fitted to the protrusions (31a, 32a) so as to be positioned outside the compression coil spring (33), characterized in that it further comprises a cover tube (35) made of synthetic resin material. Building pillar structure.
 제 4항에 있어서,
상기 커버관체(35)는 투광성의 합성수지재질로 구성되고,
상기 상하부지지판(31,32)의 사이에 구비되어 상하부지지판(31,32) 사이의 간격변화를 측정하는 간격측정수단(40)과,
상기 커버관체(35)의 내측면에 구비되며 전기신호에 따라 다양한 색으로 발광되는 발광수단(60)과,
상기 간격측정수단(40)의 신호를 수신하여 상기 발광수단(60)의 작동을 제어하는 제어수단(70)을 더 포함하며,
상기 간격측정수단(40)은
상기 상부지지판(31)의 하측면에 구비되며 하측면에는 상측으로 오목한 상부지지홈(41a)이 형성된 상부지지블록(41)과,
상기 하부지지판(32)의 상면에 구비되며 상면에는 하측으로 오목한 하부지지홈(42a)이 형성된 하부지지블록(42)과,
상하방향으로 연장된 바형상으로 구성되고 상단에는 상기 상부지지홈(41a)에 삽입되는 지지볼(43a)이 구비되며 하단 일측에는 지지부(43b)가 형성되고 상부 지지부(43b)에는 상하방향의 관통공(43c)이 형성된 상부지지바(43)와,
상하방향으로 연장된 바형상을 구성되고 상단 일측에는 랙기어(44b)가 형성되며 하단에는 상기 하부지지홈(42a)에 삽입되는 지지볼(44a)이 구비되고 상단은 상기 지지부(43b)의 관통공(43c)에 삽입되는 하부지지바(44)와,
상기 상부지지바(43)에 구비되며 하부지지바(44)에 연결되어 하부지지바(44)를 하측으로 가압하는 보조탄성부재(45)와,
상기 관통공(43c)의 내부 일측에 구비되며 상기 하부지지바(44)의 랙기어(44b)와 치합되는 피니언기어(46)와,
상기 피니언기어(46)에 연결되어 피니언기어(46)의 회전각도를 측정하는 회전각도센서(47)를 포함하고,
상기 제어수단(70)은 상기 회전각도센서(47)의 신호를 수신하여 상기 상하부지지판(31,32)의 간격변화를 측정하고, 상기 상하부지지판(31,32)의 간격이 미리 설정된 안전범위를 벗어날 경우, 상기 발광수단(60)을 점등시켜 경고를 하도록 된 것을 특징으로 하는 건축물 기둥구조.
The method of claim 4,
The cover tube 35 is made of a translucent synthetic resin material,
A distance measuring means 40 provided between the upper and lower support plates 31 and 32 to measure a change in the distance between the upper and lower support plates 31 and 32;
Light-emitting means 60 provided on the inner surface of the cover tube 35 and emitting light in various colors according to an electric signal,
Further comprising a control means (70) for controlling the operation of the light emitting means (60) by receiving the signal of the distance measuring means (40),
The distance measuring means 40 is
An upper support block 41 provided on a lower side of the upper support plate 31 and having an upper support groove 41a concave upwardly on the lower side thereof,
A lower support block 42 provided on the upper surface of the lower support plate 32 and having a lower support groove 42a concave downward on the upper surface thereof,
It is composed of a bar shape extending in the vertical direction and is provided with a support ball (43a) inserted into the upper support groove (41a) at the upper end, a support part (43b) is formed at one side of the lower end, and the upper support part (43b) penetrates in the vertical direction The upper support bar 43 in which the ball 43c is formed,
It consists of a bar shape extending in the vertical direction, a rack gear 44b is formed on one side of the upper end, a support ball 44a inserted into the lower support groove 42a is provided at the lower end, and the upper end penetrates the support portion 43b A lower support bar 44 inserted into the ball 43c,
An auxiliary elastic member 45 provided on the upper support bar 43 and connected to the lower support bar 44 to press the lower support bar 44 downward,
A pinion gear 46 provided on an inner side of the through hole 43c and engaged with the rack gear 44b of the lower support bar 44,
And a rotation angle sensor 47 connected to the pinion gear 46 to measure a rotation angle of the pinion gear 46,
The control means (70) receives the signal from the rotation angle sensor (47) to measure the change in the gap between the upper and lower support plates (31, 32), and the distance between the upper and lower support plates (31, 32) is set in advance within a safety range. In case of deviation, the light-emitting means 60 is turned on to give a warning.
 제 5항에 있어서,
상기 하부지지바(44)의 지지볼(44a)에 연결되어 상기 간격측정수단(40)이 측방향으로 회전되지 않도록 지지하는 회전방지수단(50)을 더 포함하며,
상기 회전방지수단(50)은
상기 하부지지바(44)의 지지볼(44a)의 전후면 중앙부에서 전후방향으로 연장된 연장축(51)과,
측방향으로 연장된 바형상으로 구성되고 중심축이 상기 지지볼(44a)의 중앙부를 향하도록 배치되며 기단부에는 상기 연장축(51)의 전후단에 회전가능하게 결합되는 요크부(52a)가 구비된 회전방지축(52)과,
상기 하부지지판(32)의 상면에 구비되며 일측에는 상기 회전방지축(52)의 선단부가 회전가능하게 결합되는 결합공(53a)이 형성된 회전방지블록(53a)을 포함하는 것을 특징으로 하는 건축물 기둥구조.The method of claim 5,
It further comprises a rotation preventing means (50) connected to the support ball (44a) of the lower support bar (44) to support the distance measuring means (40) not to rotate in the lateral direction,
The rotation preventing means 50 is
An extension shaft 51 extending from the center of the front and rear surfaces of the support balls 44a of the lower support bar 44 in the front and rear directions,
It is composed of a bar shape extending in the lateral direction, the central axis is arranged to face the central portion of the support ball (44a), and a yoke portion (52a) rotatably coupled to the front and rear ends of the extension shaft (51) is provided at the base end. Rotation prevention shaft 52 and,
A building column comprising a rotation preventing block 53a provided on the upper surface of the lower support plate 32 and having a coupling hole 53a rotatably coupled to the front end of the rotation preventing shaft 52 at one side rescue.
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