KR102561055B1 - Architecture of the damper - Google Patents

Architecture of the damper Download PDF

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Publication number
KR102561055B1
KR102561055B1 KR1020220058690A KR20220058690A KR102561055B1 KR 102561055 B1 KR102561055 B1 KR 102561055B1 KR 1020220058690 A KR1020220058690 A KR 1020220058690A KR 20220058690 A KR20220058690 A KR 20220058690A KR 102561055 B1 KR102561055 B1 KR 102561055B1
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South Korea
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bolt
nut
fastened
spring
buffer
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KR1020220058690A
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Korean (ko)
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정영균
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(주) 희림종합건축사사무소
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    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • 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
    • E04B1/36—Bearings or like supports allowing movement
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

본 발명은 건축물에 진동이 발생할때 벽과 슬래브의 구조가 서로 갑섭을 받은 것을 버팀대에 의하여 줄이는 버팀구조의 건축물이다.
이에 벽과 슬래브 사이에서 진동이 생기면 발생지점에서 소실되어 전달되면서 키우는 현상을 미미하게 하는 버팀대를 적용한 버팀구조의 건축물이다. The present invention is a building of a support structure in which the structure of the wall and the slab is reduced by the support when vibration occurs in the building.
Therefore, when vibration occurs between the wall and the slab, it is lost at the point of occurrence and transmitted, and it is a building with a support structure that applies a support that minimizes the growing phenomenon.

Description

버팀구조의 건축물{Architecture of the damper}Architecture of the damper {Architecture of the damper}

본 발명은 건축물에 진동이 발생되면 벽과 슬래브가 서로 다른 간섭을 받는데 이를 버팀대에 의하여 줄여 전달되는 힘을 미미하게 하는 버팀구조의 건축물이다.The present invention is a building of a support structure in which a wall and a slab receive different interference when vibration occurs in a building, and this is reduced by the support to make the transmitted force insignificant.

벽과 슬래브에 전달되는 진동은 서로 다르게 발생된다. 이러한 서로 다른 진동에 대비하기 위하여 이론이 제시되고 있으나 이들 대체로 일체로 고정되어 진동의 대응에 만족시키지 못하고 있다. Vibrations transmitted to walls and slabs are generated differently. In order to prepare for these different vibrations, theories have been proposed, but these are generally fixed integrally and are not satisfied with the correspondence of vibrations.

이에 벽과 슬래브의 서로 다르게 발생되는 진동의 전달을 발생지점에서 줄이고 전달되어도 미미하게 할 수 있도록 하는 것이다.Accordingly, the transmission of vibrations generated differently between the wall and the slab is reduced at the point of occurrence and can be insignificant even if transmitted.

이에 벽과 슬래브 사이에서 진동이 생기면 발생지점에서 소실되어 전달되면서 키우는 현상을 미미하게 하는 버팀대를 적용한 버팀구조의 건축물이다. Therefore, when vibration occurs between the wall and the slab, it is lost at the point of occurrence and transmitted, and it is a building with a support structure that applies a support that minimizes the growing phenomenon.

이러한 버팀구조의 건축물은 연결구조의 벽과 슬래브가 버팀대에 의하여 수축과 팽창하여 진동이 건축물에 전달되기 전에 소실된다. In buildings with such a support structure, the walls and slabs of the connection structure contract and expand by the support, so that vibration is lost before being transmitted to the building.

도 1은 벽과 슬래브의 건축물에 적용한 버팀구조의 모식도1 is a schematic view of a support structure applied to a building of walls and slabs

이를 모식도를 참고하여 설명하되 설명에서 부호가 생략되는 경우도 있다. 버팀대의 버팀부와 완충부는 일체형과 분리형이 가능하며 분리형은 볼트와 너트에 의하여 조립되며, 또 버팀부와 완충부를 벽과 슬래브에 적용할 때도 별도의 설명이 없을 때에는 볼트와 너트로 체결되는 것으로 본다.
이러한 본 발명은 건축물의 벽(w)과 슬래브(s)에 버팀대(10)를 적용하는데 있어서, 상기 버팀대(10)는 일체형 또는 양면이 포개어져 볼트와 너트로 체결되는 "┷"형 버팀부(11) 및 "－"형 1,2완충부(15,16)와, 상기 "┷"형 내 수평으로 한 단면은 홈이 다른 면은 너트(13e,14h)가 양측 면은 굴곡(13a,14a)을 각각 갖는 좌우 로드(13,14)를 볼트(13c)에 스프링(13d)과 좌우 로드(13,14)와 스프링(14c)을 너트(14d)로 좌우 로드(13,14)의 굴곡(13a,14a)에 베어링(13b,14b)과, "┷"형 수평 좌측에서 볼트로 스프링(13g)과 버팀부(11)와 스프링(13f)과 로드(13)의 너트(13e)에 우측에서 볼트(14e)로 버팀부(11)와 스프*(14f)과 우측 로드(14)의 너트(14h)에 체결과, 상기 좌우 로드(13,14)에 "┷"형의 이직 내에 한 면은 경사의 확장부(12b)가 다른 면은 너트(12d)가 양측 면은 굴곡(12a)을 갖는 수직 로드(12)의 확장부(12b)를 양측 면 굴곡(12a)에 베어링(12c)을 볼트(12f)로 스프링(12e)과 버팀부(11)와 스프링(12d)과 로드(12)의 너트로 체결된 버팀부(11)와, 상기 "－"형 중앙에 베어링(15a)이 아래위로 너트가 있는 로드(15b,15d)와 스프링(15e,15c)과 한 단면에 홈이 홈을 통하여 너트가 있는 로드(15b)에 연결부(15f)로 체결된 1완충부(15)와, 상기 "－"형 중앙에 베어링(16a)이 양측에 너트가 있는 로드(16b,16g)와 스프링(16c,16h)과 양 단면에 홈을 갖는 2완충부(16)와, 상기 "┷"형 버팀부(11) 우측에 "－"형 1완충부(15) 밑면을 고정부(14i)로 버팀부(11)의 윗면 볼트(12f)와 1완충부(15) 측면을 연결부(12g)로 체결하며, 좌측에 버팀부(11)의 윗면과 2완충부(16)의 밑면을 고정부(13o)로 버팀부(11)의 좌측 볼트와 2완충부(16)의 좌측 볼트와 연결부(13h)의 체결을 포함하며, 상기 벽(w) 홈의 너트(w1)에 완충재(16p)와 연결부(16k)를 볼트(16o)로 연결부(16k)의 다른 면은 2완충부(16)의 측면 볼트에 체결되며, 상기 벽(w) 홈의 너트(w3)에 완충재(16p)와 고정부(16j)를 볼트(16o)로 고정부(16j)의 다른 면은 스프링(16i)과 2완충부(16)의 윗면에 고정되고, 상기 벽(w) 홈의 너트(w2)에 완충재(13k)와 고정부(13i)를 볼트(13j)로 다른 면의 고정부(13i)는 2완충부(16)와 버팀부(11)로 연결된 연결부(13h)에 체결되며, 상기 슬래브(s) 홈의 너트(s1)에 완충재(12i)와 고정부(12h)를 볼트(12i)로 다른면의 고정부(12h)는 버팀부(11)에 체결되고, 상기 슬래브(s) 홈의 너트(s2)에 완충재(15h)와 연결부(15f)를 볼트(15e)로 체결되어 슬래브(s)와 벽(w)에서 생기는 진동이 버팀대(10)에 의하여 수축과 이완되도록 하는 것을 특징으로 하는 버팀구조의 건축물이다.This is explained with reference to a schematic diagram, but in some cases, codes are omitted in the description. The supporting part and the buffer part of the brace can be of integral type or separate type, and the separate type is assembled by bolts and nuts. Also, when applying the brace part and the buffer part to the wall and slab, unless otherwise specified, it is considered to be fastened with bolts and nuts.
In the present invention, in applying the brace 10 to the wall (w) and slab (s) of a building, the brace 10 is integral or both sides are overlapped and fastened with bolts and nuts "┷" type brace 11 and "-" type 1,2 buffers 15 and 16, and the cross section horizontally in the "┷" type has grooves on other surfaces and nuts 13e and 14h on both sides are curved (1) Left and right rods 13 and 14 each having 3a and 14a) are attached to bolts 13c with springs 13d and left and right rods 13 and 14 and springs 14c to nuts 14d, bearings 13b and 14b to the bends 13a and 14a of left and right rods 13 and 14, and springs 13g and braces 11 and springs 13f with bolts on the "┷" type horizontal left side. Fastening to the nut 13e of the rod 13 with the bolt 14e from the right side to the support part 11, the sprocket * 14f and the nut 14h of the right rod 14, and to the left and right rods 13 and 14, one side has an inclined extension 12b and the other side has a nut 12d and both sides have a bend 12a Extension 12b of the vertical rod 12 ) to the bearing 12c on both sides of the curve 12a, the spring 12e, the support 11, the spring 12d, and the support 11 fastened with the nuts of the rod 12 by bolts 12f, and the bearing 15a in the center of the "-" shape rods 15b and 15d with nuts up and down and rods 15b and 15d with nuts and springs 15e and 15c and rods with nuts through grooves on one end b) 1 shock absorber 15 fastened with a connecting portion 15f, the "-" type bearing 16a in the center of the rods 16b and 16g with nuts on both sides and springs 16c and 16h and 2 buffers 16 having grooves on both ends, and the bottom of the "-" type 1 buffer 15 on the right side of the "┷" type support portion 11 as a fixing portion 14i. The upper surface bolt 12f of the team part 11 and the side of the first buffer part 15 are fastened with the connection part 12g, and the upper surface of the support part 11 and the lower surface of the second buffer part 16 are fixed to the left side as the fixing part 13o. The material 16p and the connection part 16k are connected to the bolt 16o, and the other side of the connection part 16k is fastened to the side bolt of the two shock absorber 16, and the shock absorber 16p and the fixing part 16j are connected to the nut w3 of the groove of the wall (w) with a bolt 16o. ) The shock absorber 13k and the fixing part 13i are connected to the nut w2 of the groove with a bolt 13j, and the fixing part 13i on the other side is fastened to the connection part 13h connected to the two buffer parts 16 and the support part 11, and the shock absorbing material 12i and the fixing part 12h to the nut s1 of the groove of the slab (s) with a bolt 12i, and the fixing part 12h on the other side has a burr It is fastened to the team part 11, and the shock absorber 15h and the connection part 15f are fastened to the nut s2 of the groove of the slab (s) with a bolt 15e, so that the slab (s) and the wall (w) It is a building of a support structure characterized in that the vibration generated by the support 10 contracts and relaxes.

이러한 점을 감안하면 벽(w)과 슬래브(s)에 버팀대(10)를 적용하는데, 버팀부(11)의 수직으로 확장부(12b)가 있는 로드(12)의 홈(12a)에 베어링(12c)을 상부에 스프링(12d,12e)를 끼워 볼트(12f)로 체결하고, 가로의 홈(13a)에 베어링(13b)이 결합된 좌로드(13)에 스프링(13d)이 끼워진 볼트(13c)를 체결하고 다른면에 스프링(13f)이 끼워진 볼트(13e)를 결합하며, 홈(14a)에 베어링(14b)이 결합된 우로드(14)를 좌로드(13)의 볼트(13c)에 결합하고 스프링(14c)를 끼워 너트(14d)로 연결하며 다른면에 스프링(14f)을 끼워 볼트(14e)와 너트(14h)로 결합한 버팀부(11)를 고정부(12h)와 연결하여 완충재(12j)를 끼우고 슬래브(s)의 너트(s1)에 볼트(12i)로 체결하며, 버팀부(12)의 볼트(12f)에 연결부(12g)를 연결하고 연결부(12g)에 완충부(15)의 스프링(15e)과 로드(15d)와 베어링(15a)을 끼우고 로드(15b)에 스프링(15c)을 끼우고 연결부(15f)를 연결한 연결부(15f)를 완충재(15h)를 끼우고 볼트(15g)로 슬래브(s)의 너트(s2)에 결합하여 버팀부(11)와 완충부(15)는 고정부(14i)로 고정되며, 좌로드(13)의 볼트(13e)에 스프링(13g)을 끼우고 연결부(13h)를 연결하고 완충부(16)에 베어링(16a)를 끼우고 로드(16b)을 체결하여 스프링(16c)과 스프링(16d)를 끼우고 연결부(13h)에서 볼트(16f)로 로드(16b)를 체결시키며 베어링(16a)에 로드(16g)와 스프링(16h)를 끼우고 로드(16g)에 연결부(16k)를 결합하고 벽(w)의 너트(w1)에 완충재(16p)를 끼워 볼트(16o)로 체결하고 버팀부(11)와 완충부(16)의 밑면에서 고정부(13o)로 고정되며, 완충부(16) 상부에서 스프링(16i)을 끼우고 고정부(16j)로 고정하여 벽(w)의 너트(w1)에 완충재(16p)를 끼우고 볼트(16o)로 체결하며, 고정부(13i)로 연결부(13h)를 연결하고 고정부(13i)를 벽(w)의 너트(w2)에 완충재(13k)를 끼우고 볼트(13j)로 체결된 버팀대(10)에 의하여 벽(w)과 슬래브(s)가 진동에 서로 간섭을 받지 않은 것을 포함하는 버팀구조의 건축물이다.Considering this point, the brace 10 is applied to the wall w and the slab s. The bearing 12c is fastened with a bolt 12f by inserting the springs 12d and 12e at the top of the groove 12a of the rod 12 having the vertical extension 12b of the brace 11, and the spring 13d is attached to the left rod 13 in which the bearing 13b is coupled to the horizontal groove 13a. This inserted bolt 13c is fastened, the bolt 13e with the spring 13f inserted is coupled to the other side, the right rod 14 with the bearing 14b coupled to the groove 14a is coupled to the bolt 13c of the left rod 13, the spring 14c is inserted to connect it with the nut 14d, and the spring 14f is inserted to the other side to connect with the bolt 14e and the nut 14h. ) is connected to the fixing part 12h to insert the buffer material 12j, fasten to the nut s1 of the slab s with a bolt 12i, connect the connecting part 12g to the bolt 12f of the holding part 12, insert the spring 15e of the buffering part 15, the rod 15d and the bearing 15a into the connecting part 12g, and insert the spring 15c into the rod 15b Insert the connecting portion 15f connected to the connecting portion 15f, insert the cushioning material 15h, and combine it with the nut s2 of the slab s with a bolt 15g to fix the support portion 11 and the shock absorbing portion 15 with the fixing portion 14i, insert the spring 13g into the bolt 13e of the left rod 13, connect the connecting portion 13h, and connect the bearing to the shock absorbing portion 16 Insert (16a), fasten rod (16b), insert spring (16c) and spring (16d), fasten rod (16b) with bolt (16f) at connecting portion (13h), insert rod (16g) and spring (16h) into bearing (16a), combine connecting portion (16k) with rod (16g), insert cushioning material (16p) into nut (w1) of wall (w), and bolt (1). 6o), and is fixed with the fixing part 13o at the bottom of the support part 11 and the buffer part 16, insert the spring 16i at the top of the buffer part 16 and fix it with the fixing part 16j, insert the cushioning material 16p into the nut w1 of the wall w, fasten with the bolt 16o, connect the connection part 13h with the fixing part 13i, and fix the fixing part 13i to the wall ( It is a building of a support structure including a support structure in which the wall (w) and the slab (s) are not interfered with each other by vibration by the support (10) fastened with a bolt (13j) by inserting a buffer material (13k) into the nut (w2) of w).

이러한 버팀대(10)는 버팀부(11)의 상부 로드(12)가 좌우로드(13,14) 사이로 왕복되며 좌우로드(13,14)는 상부 로드(12)에 의하여도 좌우로드(13,14)로도 좌우로 움직일 수 있고, 이러한 버팀부(11)는 다시 완충부(15,16)에 의하여 완충되는데 연결은 연결부(12g,13h)에 의하여 연결되며 이와별도로 버팀부(11)의 완충부(15,16)는 고정부(13o,14i)에 의하여 고정되며 다시 버팀부(11)는 고정부(12h)에 의하여 슬래브(s)의 너트(s1)에 완충재(12j)를 두고 볼트(12i)로 고정되고 완충부(15)는 연결부(15f)에 의하여 슬래브(s)의 너트(s2)에 완충재(15h)를 사이에 두고 볼트(15g)로 연결되며 연결부(13h)d와 고정부(13i)를 이용하여 벽(w)의 너트(w2)와 사이에 완충재(13k)를 두고 볼트(13j)로 고정하여 완충부(16)와 고정부(16j)를 연결하고 벽(w)의 너트(w3) 사이에 완충재(16p)를 끼우고 볼트(16o)로 고정부(16j)를 고정하며 완충부(16)의 볼트(16g)에 연결부(16k)를 연결하고 연결부(16k)를 벽(w)의 너트(w1) 사이에 완충재(16p)가 있고 볼트(16o)로 체결되어 벽(w)과 슬래브(s)에 적용된 버팀대(10)를 포함하는 버팀구조의 건축물이다. In the brace 10, the upper rod 12 of the brace 11 reciprocates between the left and right rods 13 and 14, and the left and right rods 13 and 14 can move left and right by the upper rod 12 and the left and right rods 13 and 14, and this brace 11 is buffered again by the buffer parts 15 and 16. The buffer parts 15 and 16 of are fixed by the fixing parts 13o and 14i, and the holding part 11 is fixed with a bolt 12i with a buffer material 12j placed on the nut s1 of the slab s by the fixing part 12h, and the buffer part 15 is connected to the nut s2 of the slab s with a bolt 15g by the connection part 15f. And using the connection part (13h) d and the fixing part (13i), a buffer material (13k) is placed between the nut (w2) of the wall (w) and fixed with a bolt (13j) to connect the buffer part (16) and the fixing part (16j), insert the buffer material (16p) between the nut (w3) of the wall (w), fix the fixing part (16j) with a bolt (16o), and connect to the bolt (16g) of the buffer part (16). It is a building of a support structure including a brace 10 that connects the portion 16k, has a cushioning material 16p between the nut w1 of the wall w, and is fastened with a bolt 16o and applied to the wall w and the slab s.

s 슬래브
w 벽
10 버팀대s slab
w wall
10 brace

Claims (1)

건축물의 벽(w)과 슬래브(s)에 버팀대(10)를 적용하는데 있어서,
상기 버팀대(10)는
일체형 또는 양면이 포개어져 볼트와 너트로 체결되는 "┷"형 버팀부(11) 및 "－"형 1,2완충부(15,16)와,
상기 "┷"형 내 수평으로 한 단면은 홈이 다른 면은 너트(13e,14h)가 양측 면은 굴곡(13a,14a)을 각각 갖는 좌우 로드(13,14)를 볼트(13c)에 스프링(13d)과 좌우 로드(13,14)와 스프링(14c)을 너트(14d)로 좌우 로드(13,14)의 굴곡(13a,14a)에 베어링(13b,14b)과, "┷"형 수평 좌측에서 볼트로 스프링(13g)과 버팀부(11)와 스프링(13f)과 로드(13)의 너트(13e)에 우측에서 볼트(14e)로 버팀부(11)와 스프링(14f)과 우측 로드(14)의 너트(14h)에 체결과,
상기 좌우 로드(13,14)에 "┷"형의 수직 내에 한 면은 경사의 확장부(12b)가 다른 면은 너트(12d)가 양측 면은 굴곡(12a)을 갖는 수직 로드(12)의 확장부(12b)를 양측 면 굴곡(12a)에 베어링(12c)을 볼트(12f)로 스프링(12e)과 버팀부(11)와 스프링(12d)과 로드(12)의 너트로 체결된 버팀부(11)와,
"－"형 중앙에 베어링(15a)이 아래위로 너트가 있는 로드(15b,15d)와 스프링(15e,15c)과 한 단면에 홈이 홈을 통하여 너트가 있는 로드(15b)에 연결부(15f)로 체결된 1완충부(15)와,
"－"형 중앙에 베어링(16a)이 양측에 너트가 있는 로드(16b,16g)와 스프링(16c,16h)과 양 단면에 홈을 갖는 2완충부(16)와,
상기 "┷"형 버팀부(11) 우측에 "－"형 1완충부(15) 밑면을 고정부(14i)로 버팀부(11)의 윗면 볼트(12f)와 1완충부(15) 측면을 연결부(12g)로 체결하며, 좌측에 버팀부(11)의 윗면과 2완충부(16)의 밑면을 고정부(13o)로 버팀부(11)의 좌측 볼트와 2완충부(16)의 좌측 볼트와 연결부(13h)의 체결을 포함하며,
상기 벽(w) 홈의 너트(w1)에 완충재(16p)와 연결부(16k)를 볼트(16o)로 연결부(16k)의 다른 면은 2완충부(16)의 측면 볼트에 체결되며,
상기 벽(w) 홈의 너트(w3)에 완충재(16p)와 고정부(16j)를 볼트(16o)로 고정부(16j)의 다른 면은 스프링(16i)과 2완충부(16)의 윗면에 고정되고,
상기 벽(w) 홈의 너트(w2)에 완충재(13k)와 고정부(13i)를 볼트(13j)로 다른 면의 고정부(13i)는 2완충부(16)와 버팀부(11)로 연결된 연결부(13h)에 체결되며,
상기 슬래브(s) 홈의 너트(s1)에 완충재(12i)와 고정부(12h)를 볼트(12i)로 다른면의 고정부(12h)는 버팀부(11)에 체결되고,
상기 슬래브(s) 홈의 너트(s2)에 완충재(15h)와 연결부(15f)를 볼트(15e)로 체결되어 슬래브(s)와 벽(w)에서 생기는 진동이 버팀대(10)에 의하여 수축과 이완되도록 하는 것을 특징으로 하는 버팀구조의 건축물In applying the brace 10 to the wall (w) and slab (s) of the building,
The brace 10 is
"┷" type support part 11 and "-" type buffer parts 15 and 16, which are integrated or overlapped on both sides and fastened with bolts and nuts;
In the “┷” type, the cross section horizontally has different grooves, the nuts 13e and 14h, and both sides have the left and right rods 13 and 14 having bends 13a and 14a, respectively, to the bolt 13c, the spring 13d and the left and right rods 13, 14 and the spring 14c to the nut 14d, and the bearings 13b and 14 to the bends 13a and 14a of the left and right rods 13 and 14. b) and, "┷" type horizontal bolts from the left side to the spring 13g, the support portion 11, the spring 13f, and the nut 13e of the rod 13, and the bolt 14e from the right side to the support portion 11, the spring 14f, and the nut 14h of the right rod 14,
In the left and right rods 13 and 14, one side has an inclined extension 12b, the other side has a nut 12d, and both sides have the extension 12b of the vertical rod 12 having a bend 12a. With the fastened prop 11,
A bearing (15a) in the center of the "-" shape has a rod (15b, 15d) and a spring (15e, 15c) with a nut up and down and a rod (15b) with a nut through a groove on one end of a shock absorber (15) fastened with a connecting portion (15f),
The bearing 16a in the center of the "-" shape has rods 16b and 16g with nuts on both sides and springs 16c and 16h and two buffer parts 16 having grooves on both ends,
The bottom of the "-" type buffer part 15 on the right side of the "┷" type hold part 11 is fastened with the top bolt 12f of the hold part 11 and the side of the first buffer part 15 as the connecting part 12g using the fixing part 14i, and the upper surface of the hold part 11 and the bottom of the second buffer part 16 on the left side are connected to the fixing part 13o on the left side of the hold part 11. Including the fastening of the bolt and the left bolt of the second shock absorber 16 and the connection part 13h,
The other side of the connection part 16k is fastened to the side bolt of the second buffer part 16,
The shock absorber 16p and the fixing part 16j are attached to the nut w3 of the groove of the wall w with a bolt 16o, and the other surface of the fixing part 16j is fixed to the upper surface of the spring 16i and the second buffer part 16,
The shock absorber 13k and the fixing part 13i are connected to the nut w2 of the groove of the wall w with a bolt 13j, and the fixing part 13i on the other side is connected to the two buffer parts 16 and the support part 11. Fastened to the connection part 13h,
The shock absorber 12i and the fixing part 12h are bolted to the nut s1 of the slab (s) groove and the fixing part 12h on the other side is fastened to the holding part 11,
A building of a support structure, characterized in that the shock absorber (15h) and the connection portion (15f) are fastened to the nut (s2) of the slab (s) groove with a bolt (15e) so that the vibration generated from the slab (s) and the wall (w) contracts and relaxes by the brace (10)
KR1020220058690A 2022-05-13 2022-05-13 Architecture of the damper KR102561055B1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100977041B1 (en) * 2010-02-11 2010-08-19 주식회사 원준하이테크 Haunch for resisting earthquake of structure
KR101034789B1 (en) * 2010-01-14 2011-05-17 주식회사 원준하이테크 Haunch for resisting earthquake of structure and link for resisting earthquake used thereof
KR20180114678A (en) * 2017-04-11 2018-10-19 최원옥 earth-quake-resistant construction between the slabs and Wall in Buildings
JP2021085182A (en) * 2019-11-26 2021-06-03 黒沢建設株式会社 Spring type vibration control damper

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101034789B1 (en) * 2010-01-14 2011-05-17 주식회사 원준하이테크 Haunch for resisting earthquake of structure and link for resisting earthquake used thereof
KR100977041B1 (en) * 2010-02-11 2010-08-19 주식회사 원준하이테크 Haunch for resisting earthquake of structure
KR20180114678A (en) * 2017-04-11 2018-10-19 최원옥 earth-quake-resistant construction between the slabs and Wall in Buildings
JP2021085182A (en) * 2019-11-26 2021-06-03 黒沢建設株式会社 Spring type vibration control damper

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