KR102540103B1 - Tension damper installation method for the building structure - Google Patents

Tension damper installation method for the building structure Download PDF

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KR102540103B1
KR102540103B1 KR1020210108582A KR20210108582A KR102540103B1 KR 102540103 B1 KR102540103 B1 KR 102540103B1 KR 1020210108582 A KR1020210108582 A KR 1020210108582A KR 20210108582 A KR20210108582 A KR 20210108582A KR 102540103 B1 KR102540103 B1 KR 102540103B1
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tension
damper
tension member
nut
bolt
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KR1020210108582A
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Korean (ko)
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KR20230026683A (en
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문헌주
문종인
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태야건설 주식회사
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements

Abstract

본 발명은 건축구조에서 기둥과 보에 긴장댐퍼를 적용하는 설치공법에 관한 것이다.
이에 본 발명은 시간이 경과하여도 긴장이 유지되도록 하기 위하여 긴장댐퍼를 적용하였으며, 긴장댐퍼는 기둥과 보에 긴장재와 댐퍼를 적용하고 댐퍼와 긴장재가 연결되도록 한다. The present invention relates to an installation method for applying tension dampers to columns and beams in a building structure.
Accordingly, the present invention applies a tension damper to maintain tension over time, and the tension damper applies a tension member and a damper to columns and beams and connects the damper and tension member.

Description

건축구조용 긴장댐퍼 설치공법{Tension damper installation method for the building structure}Tension damper installation method for the building structure}

본 발명은 건축구조인 기둥과 보에 긴장댐퍼를 적용하는 설치공법에 관한 것이다.The present invention relates to an installation method for applying tension dampers to pillars and beams, which are architectural structures.

전통적으로 건축구조에서 기둥과 보의 진동 또는 충격에 의한 거동의 보완은 가로세로 버팀대가 적용되고 있다. 그러나 버팀대는 초기에 계획대로 버팀이 이루어지나 시간이 경과하면서 약화되는 현상이 있다. Traditionally, horizontal and vertical braces are applied to supplement the behavior of columns and beams due to vibration or impact in architectural structures. However, there is a phenomenon that the brace is weakened over time, although it is supported as planned in the beginning.

이를 보완하기 위하여, 본 발명은 버팀의 설치시는 물론 시간이 경과하여도 초기와 같이 유지되도록 하고자 한다.In order to compensate for this, the present invention is intended to be maintained as the initial state even after time passes as well as during installation of the support.

이에 본 발명은 시간이 경과하여도 긴장이 유지되도록 하기 위하여 긴장댐퍼를 적용하였으며, 긴장댐퍼는 기둥과 보에 긴장재를 적용하고 긴장재와 긴장재는 댐퍼로 연결하여 진동 또는 충격을 수축과 이완되도록 하였다. Accordingly, the present invention applied a tension damper to maintain tension over time, and the tension damper applied a tension member to columns and beams, and connected the tension member and the tension member with a damper to contract and relax vibration or shock.

이러한 본 발명은 기둥과 보에 힘을 가하지 않으면서 어느한 쪽에서 오는 힘이 긴장댐퍼와 근접한 위치에서 긴장력에 의하여 소멸되도록 하면서 보강하는 것이다.The present invention is to reinforce while the force coming from either side is dissipated by the tension force at a position close to the tension damper without applying force to the pillars and beams.

도 1은 건축구조용 긴장댐퍼 설치공법을 보인 모식도이다. 1 is a schematic diagram showing a construction method for installing tension dampers for building structures.

이는 기둥(c)과 보(b)에 전달되는 힘이 긴장댐퍼(10)에 의하여 수축과 이완되는 건축구조용 긴장댐퍼 설치공법이다.
이러한 건축구조용 긴장댐퍼 설치공법은 1긴장재(1)와 2긴장재(1.1)와 3긴장재(2)와 4긴장재(2.1)와 1댐퍼(3)와 2댐퍼(3.1)와 스프링(4)과 볼트(5)와 너트(5.1)를 포함하는 긴장댐퍼(10)의 설치가 가능하도록 기둥(c)에 1기둥홈(c1)과 2기둥홈(c2)을 보(b)에 1보홈(b1)과 2보홈(b2)을 형성하여 설치되는 공법이다.
이러한 본 발명 1긴장재(1)는 1지지부(1a)와 긴장부(1b)와 2지지부(1c)와 고정부(1d)이고, 2긴장재(1.1)는 지지부(1.1a)와 긴장부(1.1b)와 고정부(1.1c)이고, 3긴장재(2)는 지지부(2a)와 고정부(2b)이고, 4긴장재(2.1)는 지지부(2.1a)와 고정부(2.1b)이고, 1댐퍼(3)는 연결부(3a)와 지지부(3b)이고, 2댐퍼(3.1)는 연결부(3.1a)와 지지부(3.1b)이고, 이들 긴장재와 댐퍼는 스프링과 볼트와 너트에 의하여 체결되는 긴장댐퍼(10)이며, 긴장댐퍼(10)를 기둥(c)과 보(b)에 설치하기 위하여 기둥(c)과 보(b)에 각각 1기둥홈(c1)과 2기둥홈(c2)과 1보홈(b1)과 1보홈(b2)을 형성하여 공법화한 것이다.
이러한 본 발명은 기둥(c)과 보(b)에 긴장댐퍼(10)를 설치하는데 있어서,
상기 긴장댐퍼(10)는 수평 고정부(1d)의 우측 단부 밑에서 왼쪽으로 경사가 경사와 고정부(1d)의 연결지점의 경사 단부에 직각으로 긴장부(1b)가 긴장부(1b)의 단부에 직각으로 2지지부(1c)를 경사의 다른 단부에 1지지부(1a)를 갖는 1긴장재(1)와, 수직 고정부(1.1c)의 밑단부에서 위로 향하는 경사가 경사와 고정부(1.1c)의 연결지점의 경사 단부에 직각 긴장부(1.1b)가 경사의 다른 단부에 직각의 지지부(1.1a)를 갖는 2긴장재(1.1)와, 수평 고정부(2b) 죄측 단부에서 밑의 밖으로 경사가 경사의 단부에서 밖으로 직각을 이루는 지지부(2a)를 갖는 3긴장재(2)와, 수직 고정부(2.1b)의 위단부에서 위로 향하게 경사가 경사의 단부에서 밖으로 직각을 이루는 지지부(2.1a)를 갖는 4긴장재(2.1)와, 삼각형이고 한단부는 개구되며 개구 양단부 밖으로 직각의 연결부(3a)와 지지부(3b)를 갖는 1댐퍼(3)와, 삼각형하고 한단부는 개구되며 개구 양단부 밖으로 직각의 연결부(3.1a)와 지지부(3.1b)를 갖는 2댐퍼(3.1)를 포함한다.
이러한 본 발명은 보(b)의 너트(b1)에 1긴장재(1)의 고정부(1d)의 수평면을 볼트(5)로 경사와 1댐퍼(3)의 경사 사이의 스프링(4)을 볼트(5d)와 너트(5.1)로 체결하여, 긴장부(1b)와 연결부(3a) 사이의 스프링(4a)을 볼트(5e)와 너트(5.1a)로 체결하며, 보(b)의 너트(b1)와 간격을 둔 너트(b2)에 3긴장재(2)의 고정부(2b)를 볼트(5a)로 경사와 1댐퍼(3) 한면의 경사 사이의 스프링(4f)을 볼트(5j)와 너트(5.1b)로 결합한 1댐퍼(3)에 스프링(4e)과 2댐퍼(3.1)를 볼트(5j)와 너트(5.1c)로 체결하며, 2댐퍼(3.1)의 한 경사면과 2긴장재(1.1)의 경사 사이의 스프링(4b)을 볼트(5f))와 너트(5.1d)로 체결하고, 2댐퍼(3.1)의 직각 연결부(3.1a)와 2긴장재(1.1)의 직각 긴장부(1.1b) 사이의 스프링(4c)을 볼트(5g)와 너트(5.1e)로 체결하여, 2긴장재(1.1)의 직각 고정부(1.1c)를 기둥(c)의 너트(c1)에 볼트5b)로 고정한 2댐퍼(3.1)의 다른면에 4긴장재(2.1)의 경사와 사이의 스프링(4d)을 볼트(5h)와 너트(5.1f)로 체결하고 4긴장재(2.1)의 수직 고정부(2.1b)를 기둥(c)의 너트(c2)에 볼트(5c)로 체결된 긴장댐퍼(10)에 의하여 기둥(c)과 보(b)에서 생기는 진동에 수축과 이완되어 서로 간섭을 받지 않게 하는 것을 특징으로 하는 건축구조용 긴장댐퍼 설치공법이다.
이에 보(b)에서 발생하는 충격은 1긴장재(1)와 3긴장재(2)와 1댐퍼(3)와 2댐퍼(3.1)에 의하여 흡수와 회복되고, 스프링의 흡수력을 벗어난 힘은 1긴장재(1)의 1지지부(1a)와 2지지부(1c)와 3긴장재(2)의 지지부(2a)와 1댐퍼(3)의 지지부(3b)에 의하여 제어되며, 기둥(c)에서 발생되는 진동은 2긴장재(1.1)와 4긴장재(2.1)와 2댐퍼(3.1)와 1댐퍼(3)에 의하여 흡수와 회복되고, 스프링의 흡수력을 벗어난 힘은 2긴장재(1.1)의 지지부(1.1a)와 4긴장재(2.1)의 지지부(2.1a)와 2댐퍼(3.1)의 지지부(3.1b)에 의하여 제어되도록 하는 건축구조용 긴장댐퍼 설치공법이다.This is a tension damper installation method for building structures in which the force transmitted to the columns (c) and beams (b) is contracted and relaxed by the tension damper (10).
Tension damper installation method for building structure is 1 tension member (1), 2 tension member (1.1), 3 tension member (2), 4 tension member (2.1), 1 damper (3), 2 damper (3.1), spring (4) and bolt 1 column groove (c1) and 2 column grooves (c2) in column (c) and 1 beam groove (b1) in beam (b) so that the tension damper (10) including (5) and nut (5.1) can be installed. It is a method installed by forming and 2 beam grooves (b2).
The first tension member 1 of the present invention includes 1 support 1a, tension 1b, 2 support 1c, and fixing 1d, and 2 tension member 1.1 includes support 1.1a and tension 1.1 b) and the fixing part 1.1c, the 3 tension member 2 is the support part 2a and the fixing part 2b, the 4 tension member 2.1 is the support part 2.1a and the fixing part 2.1b, and 1 The damper 3 is a connection part 3a and a support part 3b, and the second damper 3.1 is a connection part 3.1a and a support part 3.1b, and these tension members and dampers are tension fastened by springs, bolts and nuts. It is a damper 10, and in order to install the tension damper 10 on the pillars (c) and beams (b), the pillars (c) and beams (b) have one column groove (c1) and two column grooves (c2) and It is a construction method by forming a 1-bore groove (b1) and a 1-bore groove (b2).
In the present invention, in installing the tension damper 10 to the pillar (c) and beam (b),
The tension damper 10 has an inclination from the right end of the horizontal fixing part 1d to the left, and the tension part 1b is perpendicular to the inclined end of the connection point of the fixing part 1d. 1 tension member 1 having 2 support parts 1c at right angles to the other end of the incline, and the inclination upward from the lower end of the vertical fixing part 1.1c is inclined and the fixing part 1.1c ), the right angle tension part (1.1b) at the inclined end of the connection point of the second tension member (1.1) having a right angle support part (1.1a) at the other end of the slope, and the horizontal fixing part (2b) inclined outward from the left end of the bottom. 3 tension member 2 having a support portion 2a forming a right angle outward from the end of the slope, and a support portion 2.1a forming a right angle outward from the end of the slope upward from the upper end of the vertical fixing portion 2.1b 4 tension members (2.1) having a triangle, one end being open, and one damper (3) having a right angle connecting portion (3a) and a support portion (3b) outside both ends of the opening, and a triangle, one end being open and a right angle connecting portion outside the opening at both ends. It includes two dampers (3.1) having (3.1a) and a support part (3.1b).
The present invention bolts the spring 4 between the inclination of the horizontal surface of the fixing part 1d of 1 tension member 1 to the nut b1 of the beam (b) with the bolt 5 and the inclination of 1 damper 3 (5d) and the nut 5.1 are fastened, the spring 4a between the tension part 1b and the connection part 3a is fastened with the bolt 5e and the nut 5.1a, and the nut of the beam (b) ( Fixing part (2b) of 3 tension member (2) to nut (b2) spaced apart from b1) with bolt (5a) and spring (4f) between the inclination of one side of damper (3) with bolt (5j) The spring (4e) and the second damper (3.1) are fastened with the bolt (5j) and the nut (5.1c) to the first damper (3) combined with the nut (5.1b), and one slope of the second damper (3.1) and the second tension member ( The spring (4b) between the slopes of 1.1) is fastened with a bolt (5f)) and a nut (5.1d), and the right angle connection part (3.1a) of the 2nd damper (3.1) and the right angle tension part (1.1) of the 2nd tension member (1.1) b) By fastening the spring (4c) between the bolts (5g) and the nuts (5.1e), the right angle fixing part (1.1c) of the two tension member (1.1) is attached to the nut (c1) of the column (c) by bolt 5b) Fasten the spring (4d) between the inclination of the 4 tension member (2.1) with the bolt (5h) and the nut (5.1f) on the other side of the 2 damper (3.1) fixed with b) by the tension damper (10) fastened to the nut (c2) of the column (c) with a bolt (5c) to contract and relax the vibrations generated by the column (c) and the beam (b) so that they do not interfere with each other It is a tension damper installation method for building structures, characterized in that.
Accordingly, the shock generated in the beam (b) is absorbed and recovered by the 1 tension member (1), 3 tension member (2), 1 damper (3) and 2 dampers (3.1), and the force beyond the absorption capacity of the spring is 1 tension member ( It is controlled by the 1 support part 1a, 2 support part 1c, 3 support part 2a of the tension member 2, and the support part 3b of 1 damper 3 of 1), and the vibration generated in the column c Absorbed and recovered by the 2 tension member (1.1), 4 tension member (2.1), 2 damper (3.1) and 1 damper (3), and the force beyond the absorption capacity of the spring is absorbed by the support (1.1a) and 4 tension member (1.1) of the 2 tension member (1.1). It is a tension damper installation method for building structures that is controlled by the support part (2.1a) of the tension member (2.1) and the support part (3.1b) of the two dampers (3.1).

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1 : 1긴장재
2 : 2긴장재
3 : 1댐퍼
10 : 긴장댐퍼1:1 tension material
2: 2 tension member
3:1 damper
10: tension damper

Claims (1)

기둥(c)과 보(b)에 긴장댐퍼(10)를 설치하는데 있어서,
상기 긴장댐퍼(10)는
수평 고정부(1d)의 우측 단부 밑의 왼쪽으로 경사가 경사와 고정부(1d)의 연결지점의 경사 단부에 직각으로 긴장부(1b)가 긴장부(1b)의 단부에 직각으로 2지지부(1c)를 경사의 다른 단부에 1지지부(1a)를 갖는 1긴장재(1)와,
수직 고정부(1.1c)의 밑단부에서 위로 향하는 경사가 경사와 고정부(1.1c)의 연결지점의 경사 단부에 직각 긴장부(1.1b)가 경사의 다른 단부에 직각의 지지부(1.1a)를 갖는 2긴장재(1.1)와,
수평 고정부(2b) 죄측 단부에서 밑의 밖으로 경사가 경사의 단부에서 밖으로 직각을 이루는 지지부(2a)를 갖는 3긴장재(2)와,
수직 고정부(2.1b)의 위단부에서 위로 향하게 경사가 경사의 단부에서 밖으로 직각을 이루는 지지부(2.1a)를 갖는 4긴장재(2.1)와,
삼각형이고 한단부는 개구되며 개구 양단부 밖으로 직각의 연결부(3a)와 지지부(3b)를 갖는 1댐퍼(3)와,
삼각형하고 한단부는 개구되며 개구 양단부 밖으로 직각의 연결부(3.1a)와 지지부(3.1b)를 갖는 2댐퍼(3.1)를 포함하며,
상기 보(b)의 너트(b1)에 1긴장재(1)의 고정부(1d)의 수평면을 볼트(5)로 고정하고, 1긴장재(1)의 경사와 1댐퍼(3)의 경사 사이의 스프링(4)을 볼트(5d)와 너트(5.1)로 체결하여, 1긴장재(1)의 긴장부(1b)와 연결부(3a) 사이의 스프링(4a)을 볼트(5e)와 너트(5.1a)로 체결되며,
상기 보(b)의 너트(b1)와 간격을 둔 너트(b2)에 3긴장재(2)의 고정부(2b)를 볼트(5a)로 고정하고, 3긴장재(2)의 경사와 1댐퍼(3) 한면의 경사 사이의 스프링(4f)을 볼트(5j)와 너트(5.1b)로 결합한 1댐퍼(3)에 스프링(4e)과 2댐퍼(3.1)를 볼트(5j)와 너트(5.1c)로 체결하며,
상기 2댐퍼(3.1)의 한 경사면과 2긴장재(1.1)의 경사 사이의 스프링(4b)을 볼트(5f))와 너트(5.1d)로 체결하고, 2댐퍼(3.1)의 직각 연결부(3.1a)와 2긴장재(1.1)의 직각 긴장부(1.1b) 사이의 스프링(4c)을 볼트(5g)와 너트(5.1e)로 체결하여, 2긴장재(1.1)의 직각 고정부(1.1c)를 기둥(c)의 너트(c1)에 볼트5b)로 고정한
상기 2댐퍼(3.1)의 다른면에 4긴장재(2.1)의 경사와 사이의 스프링(4d)을 볼트(5h)와 너트(5.1f)로 체결하고, 4긴장재(2.1)의 수직 고정부(2.1b)를 기둥(c)의 너트(c2)에 볼트(5c)로 체결한 긴장댐퍼(10)에 의하여 기둥(c)과 보(b)에서 생기는 진동에 수축과 이완되어 서로 간섭을 받지 않게 하는 것을 특징으로 하는 건축구조용 긴장댐퍼 설치공법In installing the tension damper 10 to the pillars (c) and beams (b),
The tension damper 10 is
2 support parts ( 1c) with 1 tension member 1 having 1 support 1a at the other end of the incline,
The inclination upward from the lower end of the vertical fixing part (1.1c) is perpendicular to the inclined end of the connection point of the inclined and fixing part (1.1c), and the tension part (1.1b) is perpendicular to the other end of the inclined support (1.1a). 2 tension member (1.1) having a,
A third tension member (2) having a support portion (2a) in which an inclination outward from the left end of the horizontal fixing part (2b) forms a right angle outward from the end of the inclination;
A four tension member 2.1 having a support portion 2.1a in which the inclination upwards from the upper end of the vertical fixing portion 2.1b forms a right angle outward from the end of the inclination;
1 damper (3) having a triangular shape, one end being open, and having a right-angled connecting portion (3a) and a support portion (3b) outside the opening at both ends;
It is triangular, one end is open, and includes two dampers (3.1) having a right-angled connection portion (3.1a) and a support portion (3.1b) outside the opening at both ends,
The horizontal surface of the fixing part (1d) of the first tension member (1) is fixed to the nut (b1) of the beam (b) with a bolt (5), and the gap between the slope of the first tension member (1) and the slope of the first damper (3) is fixed. By fastening the spring 4 with the bolt 5d and the nut 5.1, the spring 4a between the tension part 1b and the connecting part 3a of the first tension member 1 is connected with the bolt 5e and the nut 5.1a. ) is concluded,
Fix the fixing part (2b) of the 3 tension member (2) to the nut (b2) spaced apart from the nut (b1) of the beam (b) with a bolt (5a), and the inclination of the 3 tension member (2) and 1 damper ( 3) Spring (4e) and two dampers (3.1) are combined with bolts (5j) and nuts (5.1c) in 1 damper (3) in which the spring (4f) between the slopes of one side is combined with bolts (5j) and nuts (5.1b). ),
The spring (4b) between one slope of the 2 dampers (3.1) and the slope of the 2 tension member (1.1) is fastened with a bolt (5f) and a nut (5.1d), and the right angle connection part (3.1a) of the 2 dampers (3.1) ) and the spring 4c between the right angle tension part 1.1b of the second tension member 1.1 with a bolt 5g and a nut 5.1e to fix the right angle fixing part 1.1c of the second tension member 1.1. Fixed with bolt 5b) to nut (c1) of column (c)
Fasten the spring (4d) between the inclination of the 4 tension member (2.1) on the other side of the 2 damper (3.1) with a bolt (5h) and a nut (5.1f), and fasten the vertical fixing part (2.1) of the 4 tension member (2.1). By the tension damper (10) fastened b) to the nut (c2) of the column (c) with a bolt (5c), it contracts and relaxes to the vibrations generated by the column (c) and the beam (b) so that they do not interfere with each other Tension damper installation method for building structures, characterized in that
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Publication number Priority date Publication date Assignee Title
KR101877014B1 (en) * 2018-01-26 2018-07-11 (주)플랜트존 Seismic reinforcing structure
KR101916871B1 (en) * 2018-01-24 2018-11-08 인천대학교 산학협력단 Haunch type earthquake-proof device
JP2018204412A (en) * 2017-06-09 2018-12-27 淳 矢田 Building reinforcement bracket
KR102245613B1 (en) * 2020-11-13 2021-04-29 올리브하우징(주) Earthquake reinforcement device for construction

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102293289B1 (en) * 2018-06-18 2021-08-25 유노빅스이엔씨(주) Damper

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018204412A (en) * 2017-06-09 2018-12-27 淳 矢田 Building reinforcement bracket
KR101916871B1 (en) * 2018-01-24 2018-11-08 인천대학교 산학협력단 Haunch type earthquake-proof device
KR101877014B1 (en) * 2018-01-26 2018-07-11 (주)플랜트존 Seismic reinforcing structure
KR102245613B1 (en) * 2020-11-13 2021-04-29 올리브하우징(주) Earthquake reinforcement device for construction

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