KR100623581B1 - Earthquake-registant building structure using bricks and brackets - Google Patents

Earthquake-registant building structure using bricks and brackets Download PDF

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KR100623581B1
KR100623581B1 KR1020060035393A KR20060035393A KR100623581B1 KR 100623581 B1 KR100623581 B1 KR 100623581B1 KR 1020060035393 A KR1020060035393 A KR 1020060035393A KR 20060035393 A KR20060035393 A KR 20060035393A KR 100623581 B1 KR100623581 B1 KR 100623581B1
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seismic
masonry
bricks
bracket
brick
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KR1020060035393A
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Korean (ko)
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박병옥
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주식회사 동국세라믹
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

본 발명은 주로 내진설계된 내력벽이나 칸막이벽, 마감벽 등을 구성하기 위한 벽돌의 조적구조에 관한 것으로, 조적하고자 하는 벽돌의 양측면에 요홈상의 내진홈을 각각 형성하고, 이들 내진벽돌의 조적 과정에서 이음절곡구 및 연결브라켓, 수직브라켓, 이음대에 의해 마감벽과 옹벽을 견고하게 연결 고정함으로서,The present invention mainly relates to the masonry structure for constituting the seismic wall, partition wall, finishing wall, etc., which are designed to be seismic, and to form seismic grooves on grooves on both sides of the masonry to be masonry, By firmly fixing and fixing the finishing wall and retaining wall by the bend, the connecting bracket, the vertical bracket, and the joint,

이음절곡구에 의해 서로 근접된 벽돌을 서로 지지 연결하여 좌,우 결합성을 향상시키고, 연결브라켓에 의해서는 옹벽과 마감벽의 전,후 결합성을 향상시키며, 수직브라켓과 이음대에 의해서는 수,직 및 좌,우 결합성을 동시에 증대시켜, 다방향으로의 입체적 내진설계가 이루어지므로 보다 다양한 방향의 진동 및 충격으로부터 매우 효과적이면서도 견고한 조적 특성을 갖는 조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조에 대한 것이다.By connecting the bricks adjacent to each other by the joint bends to each other to improve the left and right bondability, by the connecting bracket to improve the front and rear coupling of the retaining wall and the finishing wall, by the vertical bracket and the joint By increasing the vertical, left, right, and right coupling simultaneously, three-dimensional seismic design is made in multiple directions, so it is very effective from vibration and shock in more directions, and it is very effective for masonry bricks and brackets. It is about masonry structure.

내진벽돌, 조적, 수직브라켓, 이음대, 연결브라켓, 이음절곡구 Seismic Brick, Masonry, Vertical Bracket, Joint, Connecting Bracket, Bending Sphere

Description

조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조 {Earthquake-registant building structure using bricks and brackets}Earthquake-registant building structure using bricks and brackets}

도 1은 종래의 내진설계용 조적구조를 보인 사시도1 is a perspective view showing a masonry structure for a conventional seismic design

도 2는 본 발명에 따른 내진설계용 조적구조의 브라켓을 보인 사시도Figure 2 is a perspective view showing a bracket of the masonry structure for seismic design according to the present invention

도 3은 본 발명에 따른 내진설계용 조적구조를 보인 시공사시도Figure 3 is a construction attempt showing the masonry structure for seismic design according to the present invention

도 4는 본 발명에 따른 내진설계용 조적구조를 보인 확대사시도Figure 4 is an enlarged perspective view showing the masonry structure for seismic design according to the present invention

도 5는 본 발명에 따른 내진설계용 조적구조의 시공상태 측단면도Figure 5 is a side cross-sectional view of the construction state of the masonry structure for seismic design according to the present invention

* 도면의 주요부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings

1 : 내진홈 2,2' : 내진벽돌1: seismic groove 2,2 ': seismic brick

3 : 모르타르 4 : 끼움공3: mortar 4: fitting ball

5 : 수직브라켓 6 : 옹벽5: vertical bracket 6: retaining wall

7 : 연결브라켓 8 : 삽입공7: connecting bracket 8: insertion hole

9 : 이음절곡구 10,10' : 단부9: Bending Sphere 10,10 ': End

11,11' : 살빼기공 12 : 이음대11,11 ': lose weight 12: joint

20 : 마감벽20: finishing wall

본 발명은 주로 내진설계된 내력벽이나 칸막이벽, 마감벽 등을 구성하기 위한 벽돌의 조적구조에 관한 것으로, 더욱 상세하게는 양측면에 내진홈을 갖는 벽돌을 조적하되 상,하로 조적되는 벽돌의 사이에 이음절곡구 및 연결브라켓, 수직브라켓, 이음대로 된 내진 결합부재를 형성함으로서, 상기 내진 결합부재의 구성으로부터 상기 조적된 벽돌이 상하, 좌우 및 전후 방향으로 뛰어난 내진성을 갖게 하여 매우 안전하고 견고한 내진설계용 조적구조를 갖게 한 조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조에 대한 것이다.The present invention relates to the masonry structure of the brick mainly for constructing a seismic wall, partition wall, finishing wall, etc., which are designed to be seismic. More specifically, the masonry having seismic grooves on both sides of the masonry is joined between up and down bricks. By forming a bend and connecting bracket, a vertical bracket, and a seismic coupling member made of joints, the assembled brick from the configuration of the seismic coupling member has excellent seismic resistance in up, down, left and right directions, and is very safe and robust. It is about masonry structure for seismic design using masonry brick and bracket which have masonry structure.

일반적으로 조적식 건축구조물은 벽돌 또는 콘크리트 블록을 모르타르로 점착하여 쌓는 구조로서, 주택이나 창고, 빌라 등과 같은 건물의 벽체축조에 쓰이고, 내습 및 내구성이 좋으며 내화구조이고 경제적이어서 가장 보편적인 방식으로 평가된다.In general, the masonry building is a structure in which brick or concrete blocks are bonded by mortar, and used for building walls of buildings such as houses, warehouses, villas, etc., and are evaluated in the most common way because they are moisture resistant, durable, fireproof, and economical. do.

또한, 조적식으로 축조된 벽체의 강도는 벽돌 및 모르타르의 강도, 벽체의 두께 및 높이, 길이에 의해 결정되므로 벽체의 구조적인 강도를 발휘시키기 위해서는 벽돌 자체의 강도와 모르타르의 강도뿐만 아니라 벽체의 두께, 벽량 등이 합리적으로 이루어져야 한다.In addition, the strength of the masonry wall masonry is determined by the strength of the brick and mortar, the thickness and height of the wall, the length, so in order to exhibit the structural strength of the wall, not only the strength of the brick itself and the mortar strength, but also the thickness of the wall. The amount of wall must be rational.

일반적인 조적식 벽돌은 평면상 직사각의 육면체로 구성되어 있는 것으로, 상기한 바와 같은 벽돌을 이용하여 각종 벽체를 조성하고자 하는 경우에는, 벽돌 위에 모르타르를 얹어 놓은 후 그 모르타르 위에 하측 벽돌과 어긋나는 위치에 새로운 벽돌을 쌓는 방법을 반복적으로 수행하여 조적하게 되는 것이다.The general masonry is composed of rectangular cubes in the plane. If you want to make various walls using the bricks as described above, put mortar on the brick and place it on the mortar that is out of alignment with the lower brick. By stacking bricks repeatedly, the masonry will be done.

그러나, 상기한 바와 같은 벽돌의 조적구조로부터 얻어진 건물 외벽 또는 마감벽은 통상적으로 옹벽의 외측면에 형성되는 바, 진동이나 지진 등이 발생하게 되면 옹벽과의 결합력이 상실되면서 조적된 외장면에 균열이 발생하거나 무너져 내리는 문제점을 갖고 있다.However, the outer wall or finishing wall of the building obtained from the masonry structure as described above is typically formed on the outer surface of the retaining wall, and if a vibration or earthquake occurs, the bonding force with the retaining wall is lost and cracks are formed on the outer surface. It has a problem that occurs or collapses.

따라서, 이를 방지하기 위해 상기한 벽돌을 내진설계 방식으로 조적하게 되는데, 내진설계에 의한 벽돌의 조적구조는 도 1의 도시와 같이, 상하 적층되는 벽돌의 사이에 옹벽(100)에 고정되는 브라켓(101)의 단부가 위치하게 하고, 수평방향으로 조적된 벽돌에는 횡상의 이음대(102)를 올려놓아 상기 이음대(102)에 의해 조적된 외장벽(103)의 수직 균열을 방지하면서도 상기 브라켓(101)에 의해서는 옹벽(100)과 외장벽(103)의 전,후 결합력이 상승되게 하여 횡방향의 균열을 방지하게 한 내진설계 방식의 조적구조를 선택하게 된다.Therefore, in order to prevent this, the brick is masonry in a seismic design method, and the masonry masonry structure of the seismic design is fixed to the retaining wall 100 between the bricks stacked up and down as shown in FIG. The end of the 101 is positioned, and the horizontally-jointed brick is placed on a horizontal joint 102 to prevent vertical cracking of the exterior wall 103 formed by the joint 102, while the bracket ( 101 selects the masonry structure of the seismic design method to increase the front and rear coupling force of the retaining wall 100 and the exterior wall 103 to prevent lateral cracking.

그러나, 상기한 바와 같은 벽돌의 내진설계용 조적구조는 수직방향 및 전,후방향으로의 지지력을 갖고 있는 반면 좌,우방향으로의 진동에는 극히 취약한 구조를 갖고 있는 것으로서, 지진 등에 의해 지표의 수직방향 및 수평방향의 진동이 발 생하는 경우에는 이를 적절히 완충시키거나 지탱하지 못하여 균열이 발생하거나 무너져 내리게 되는 것이다.However, as described above, the masonry structure for seismic design of the brick has a supporting force in the vertical direction and the front and rear directions, but has a structure that is extremely vulnerable to the vibration in the left and right directions, and thus the vertical direction of the earth surface due to an earthquake or the like. In the case of vibration in the direction and horizontal direction, it is not properly buffered or supported, which causes cracking or collapse.

또한, 반복적이고 지속적인 미세진동에 의해서는 벽돌과 벽돌을 서로 연결하는 모르타르에 균열이 발생하게 되고, 이들 벽돌 간의 연결수단이 마련되어 있지 아니하므로 상기한 균열이 점차 성장함에 따라 대형 사고의 원인이 되고 있는 것이다.In addition, the cracks are generated in the mortar connecting the bricks and the bricks by repeated and continuous micro vibrations, and since the connecting means between the bricks is not provided, the cracks are gradually growing, causing a large accident. will be.

본 발명은 전기한 바와 같은 문제점을 개선하고자 안출된 것으로서, 조적하고자 하는 벽돌의 양측면에 요홈상의 내진홈을 각각 형성하고, 이들 벽돌이 조적되는 과정에서 이음절곡구 및 연결브라켓, 수직브라켓, 이음대에 의해 마감벽과 옹벽을 견고하게 연결 고정함으로서,The present invention has been made to improve the problems as described above, forming the seismic grooves on the grooves on both sides of the brick to be masonry, respectively, in the process of masonry these joints bending and connecting brackets, vertical brackets, joints By firmly fixing the finishing wall and retaining wall by

이음절곡구에 의해 서로 근접된 벽돌을 서로 지지 연결하여 좌,우 결합성을 향상시키고, 연결브라켓에 의해서는 옹벽과 마감벽의 전,후 결합성을 향상시키며, 수직브라켓과 이음대에 의해서는 수,직 및 좌,우 결합성을 동시에 증대시켜, 다방향으로의 입체적 내진설계가 이루어지므로 보다 다양한 방향의 진동 및 충격으로부터 매우 효과적이면서도 견고한 조적 특성을 갖는 조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조를 제공함에 본 발명의 목적이 있는 것이다.By connecting the bricks adjacent to each other by the joint bends to each other to improve the left and right bondability, by the connecting bracket to improve the front and rear coupling of the retaining wall and the finishing wall, by the vertical bracket and the joint By increasing the vertical, left, right, and right coupling simultaneously, three-dimensional seismic design is made in multiple directions, so it is very effective from vibration and shock in more directions, and it is very effective for masonry bricks and brackets. It is an object of the present invention to provide an masonry structure.

이하, 본 발명의 바람직한 실시예를 설명한다.Hereinafter, preferred embodiments of the present invention will be described.

도 2는 본 발명에 따른 내진설계용 조적구조의 브라켓을 보인 사시도이고, 도 3은 본 발명에 따른 내진설계용 조적구조를 보인 시공사시도이다.Figure 2 is a perspective view showing a bracket of the seismic design masonry structure according to the present invention, Figure 3 is a constructional view showing the masonry structure for a seismic design according to the present invention.

양측면에 서로 대향되는 요홈상의 내진홈(1)을 갖는 내진벽돌(2)(2')을 모르타르(3)에 의해 순차적으로 조적하되, 상기 벽돌(2)(2')의 사이에는 끼움공(4)을 갖는 수직브라켓(5)을 일정 간격으로 위치시켜 이를 모르타르(3)에 의해 고정하고,A seismic brick (2) (2 ') having a seismic groove (1) on the grooves opposed to each other on both sides are sequentially stacked by mortar (3), but between the brick (2) (2') 4) having a vertical bracket (5) at regular intervals and fixed it by mortar (3),

상기 수직브라켓(5)이 고정된 벽돌(2)과 벽돌(2')의 사이에는 옹벽(6)에 고정되어진 절곡판상의 연결브라켓(7)이 형성되게 하며,Between the brick (2) and the brick (2 ') to which the vertical bracket (5) is fixed, a connecting bracket (7) on a bending plate fixed to the retaining wall (6) is formed.

상기 연결브라켓(7)의 단부측에 형성된 삽입공(8)에는, 양단이 하향 절곡되어진 이음절곡구(9)를 삽입하여 상기 이음절곡구(9)의 하향 단부(10)(10')가 양측 벽돌(2)(2')의 살빼기공(11)(11')으로 각각 삽입되게 하고,In the insertion hole 8 formed at the end side of the connecting bracket 7, the lower end portion 10, 10 'of the joint bending portion 9 is inserted by inserting the joint bending portion 9 whose both ends are bent downward. Each of the bricks (2) (2 ') of the two sides (11) (11') to be inserted,

상기 일정 간격을 갖는 수직브라켓(5)의 끼움공(4)에는 강선상의 이음대(12)가 조적된 벽돌(2)(2')을 따라 단부가 중첩되도록 삽입하여,In the fitting hole (4) of the vertical bracket (5) having a predetermined interval is inserted so that the end is overlapped along the masonry (2) (2 ') in which the steel band joint 12 is assembled,

내진벽돌(2)(2')의 조적에 의한 마감벽(20)의 시공시 상기 수직브라켓(5)과 연결브라켓(7) 및 이음절곡구(9), 이음대(12)가 연속하여 함께 조적, 시공되게 구성한 것이다.When constructing the finishing wall 20 by the masonry of the seismic brick (2) (2 '), the vertical bracket (5), the connection bracket (7), the joint bending sphere (9), the joint band 12 together together It is composed of masonry and construction.

이상과 같은 구성에 의한 본 발명 조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조의 작용을 첨부도면에 의해 보다 상세히 설명하면 다음과 같다.Referring to the action of the masonry structure for seismic design using the present invention masonry bricks and brackets as described above in more detail by the accompanying drawings as follows.

도시와 같이 본 발명 내진설계용 조적구조는 옹벽의 일측에 조적되는 벽돌의 결합력을 증대시키기 위한 것으로서, 우선 상기한 벽돌은 양측면에 요홈상의 내진홈(1) 형성되고, 그 몸체에는 수직 관통상의 살빼기공(11)(11')이 다수개 형성되어 있는 형태의 내진벽돌(2)(2')을 이용하게 된다.As shown in the figure, the masonry structure for seismic design of the present invention is to increase the bonding force of the bricks to be laminated on one side of the retaining wall. First, the bricks are provided with seismic grooves 1 on the grooves on both sides, and the body loses vertical penetration. The seismic bricks (2) and (2 ') having a plurality of balls (11, 11') are used.

이와 같은 내진벽돌(2)(2')은 시멘트와 같은 모르타르(3)에 의해 인접된 내진벽돌(2)(2') 간의 상하, 좌우가 견고하게 결합되도록 조적되는 것인데, 이와 같은 조적 과정에 의해 완성되는 마감벽(20)은 별도의 결합부재에 의해 상기 옹벽(6)과 우수한 결합력을 갖게 되는 것이다.The seismic bricks (2) and (2 ') is such that the up, down, left and right between adjacent seismic bricks (2) (2') by a mortar (3), such as cement, is firmly coupled to the masonry, Finishing wall 20 is completed by the coupling member is to have an excellent coupling force with the retaining wall (6).

즉, 상기한 내진벽돌(2)(2')의 조적 과정 중에서 도 4 및 도 5의 도시와 같이 인접한 내진벽돌(2)(2')의 사이 공간에 수직브라켓(5)을 세워 형성한 상태에서 모르타르(3)를 타설하면 상기 수직브라켓(5)의 선단만이 노출된 상태로 고정되는 것이며, 상기 수직브라켓(5)의 선단에는 다수개의 끼움공(4)이 형성되는 바, 이를 이용하여 강철재로 된 이음대(12)를 상기 내진벽돌(2)(2')의 조적 길이방향을 따라 적절한 위치의 끼움공(4)에 삽입하여 그 수직브라켓(5)과 연결되게 횡상으로 삽입하면 되는 것이다.That is, in the masonry process of the seismic brick (2) (2 '), the vertical bracket (5) is formed in the space between the adjacent seismic brick (2) (2') as shown in Figs. When the mortar (3) is poured in the fixed end of the vertical bracket (5) is fixed in the exposed state, a plurality of fitting holes (4) are formed at the tip of the vertical bracket (5), The steel fittings 12 are inserted into the fitting holes 4 at appropriate positions along the masonry longitudinal direction of the seismic bricks 2, 2 'and inserted laterally to be connected to the vertical brackets 5. will be.

이와 같은 수직브라켓(5)은 상기 내진벽돌(2)(2')의 대향된 내진홈(1) 내에 위치하여 상기 이음대(12)를 지지하는 역할을 하게 됨으로서, 강선 형태의 이음대(12)로부터 상기 조적된 내진벽돌(2)(')의 수직 방향 균열을 방지하게 되는 것이며, 일정한 길이를 갖는 이음대(12)는 각 이음대(12)의 단부를 어느 정도 중첩하여 매설되게 함으로서 보다 효과적인 형태의 결합 연속성을 보장받게 되는 것이다.Such a vertical bracket (5) is located in the seismic recess (1) of the seismic brick (2) (2 ') to serve to support the joint 12, a steel wire-shaped joint 12 ) To prevent vertical cracking of the assembled seismic brick (2) ('), the joint 12 having a certain length is to be embedded by overlapping the end of each joint 12 to some extent Effective forms of binding continuity are guaranteed.

또한, 상기한 수직브라켓(5)이 형성된 위치에는 상기 옹벽(6)에 고정되어 돌출 형성된 절곡상의 연결브라켓(7)이 위치하게 되는데, 상기 연결브라켓(7)은 수직벽체인 옹벽(6)과 수평상의 내진벽돌(2)(2')로부터 직교상으로 위치되게 하도록 다방향으로 절곡된 형태를 갖게 된다.In addition, at the position where the vertical bracket 5 is formed, a bent connecting bracket 7 is fixed to the retaining wall 6 and protrudes, and the connecting bracket 7 is a retaining wall 6 which is a vertical wall. It has a shape that is bent in multiple directions to be orthogonally positioned from the horizontal seismic brick (2) (2 ').

특히, 상기 연결브라켓(7)의 단부에 형성된 다수의 삽입공(8)에는 별도의 이음절곡구(9)가 삽입되는데, 상기 이음절곡구(9)는 강선재를 절곡 형성하여 그 양측 단부(10)(10')가 하향 절곡된 형태를 갖는 것으로서, 그 이음절곡구(9)의 중간부가 상기 삽입공(8)에 위치하게 되고, 양측 단부(10)(10')는 서로 대향 위치하여 조적 중인 내진벽돌(2)(2')의 살빼기공(11)(11')에 각각 분할 삽입되는 형태를 갖게 된다.In particular, a plurality of insertion holes (9) are inserted into the plurality of insertion holes (8) formed at the end of the connecting bracket (7), the joint bending holes (9) are bent steel wires to form both ends ( 10) (10 ') is bent downwardly, the middle of the joint 9 is placed in the insertion hole (8), both end portions (10, 10') are opposite to each other The seismic bricks (2) and (2 ') of the masonry is to be divided into inserting the weight hole (11) (11').

이와 같은 상태에서 모르타르(3)에 의해 내진벽돌(2)(2')의 사이를 충전하게 되면 상기한 이음대(12) 및 이음절곡구(9)가 함께 매설되면서 모르타르(3)의 경화와 동시에 이들이 견고한 매설 고정 상태가 되는 것이다.Filling the earthquake-resistant brick (2) (2 ') by the mortar (3) in such a state as the above-mentioned joint 12 and the joint bent (9) is embedded together, the hardening of the mortar (3) and At the same time, they are in solid buried state.

따라서, 상기한 연결브라켓(7)에 의해 그 마감벽(20)이 옹벽(6)으로부터 견고한 결합력을 갖게 되는 것이며, 양측으로 분할되어 서로 대향 위치하는 내진벽돌(2)(2')을 각각 지지 고정하고 있는 이음절곡구(9)에 의해서는 상기 옹벽(6) 및 서로 이웃하는 내진벽돌(2)(2') 간의 결합력을 보다 견고하게 증대시킴은 물론 마감벽(20)에 작용하는 좌,우 방향의 진동으로부터도 역시 견고한 버팀력을 갖게 하는 것이다.Therefore, the finishing wall 20 has a strong bonding force from the retaining wall 6 by the connecting brackets 7 and supports the seismic bricks 2 and 2 'which are divided on both sides and positioned opposite to each other. By fixing the joints 9, the left and right sides acting on the finishing wall 20 as well as increasing the bonding force between the retaining wall 6 and the neighboring seismic bricks 2 and 2 'more firmly. It also gives a strong support from vibrations in the right direction.

또한, 상기한 이음절곡구(9)는 서로 이웃하는 내진벽돌(2)(2')의 틈새에서 쉽게 발생하는 균열을 보다 효과적으로 방지하는 역할도 겸하게 되므로 매우 효과적이라 할 수 있는 것이다.In addition, the joint bending sphere 9 is also very effective because it also serves to more effectively prevent cracks occurring in the gap between the seismic brick (2) (2 ') adjacent to each other.

따라서, 상기한 바와 같은 수직브라켓(5)에 의한 이음대(12)의 설치 및 연결브라켓(7) 및 이음절곡구(9)를 이용하여 옹벽(6) 및 마감벽(20)을 효과적으로 결합하므로 상,하 및 좌,우 방향 및 전,후 방향으로의 진동으로부터 매우 뛰어난 내진성을 갖게 되는 것이며, 내진설계의 기준치 또는 현장의 여건이나 지질의 상태에 따라 상기와 같은 결합수단의 간격이나 조밀도 등을 적절히 가감하여 시공하게 되면 보다 경제적이면서도 우수한 결합력을 갖는 벽돌의 조적 시공이 이루어지는 것이다.Therefore, since the retaining wall 6 and the finishing wall 20 are effectively combined by using the mounting bracket 12 and the connection bracket 7 and the joint bending hole 9 by the vertical bracket 5 as described above. The vibration resistance in the up, down, left, right, and forward and backward directions is very excellent in the seismic resistance. When properly added or subtracted, the construction of bricks with more economical and excellent bonding force is achieved.

이상과 같은 본 발명 조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조는, 이음절곡구에 의해 서로 근접된 벽돌을 서로 지지 연결하여 좌,우 결합성을 향상시키고, 연결브라켓에 의해서는 옹벽과 마감벽의 전,후 결합성을 향상시키며, 수직브라켓과 이음대에 의해서는 수,직 및 좌,우 결합성을 동시에 증대시켜, 다방향으로의 입체적 내진설계가 이루어지므로 보다 다양한 방향의 진동 및 충격으로부터 매우 효과적이면서도 견고한 조적 특성을 갖는 것이다.The masonry structure for seismic design using the present invention masonry bricks and brackets as described above, by connecting the bricks adjacent to each other by the joint bending sphere to improve the left and right bondability, the retaining wall and the finish by the connecting bracket It improves the bondability of the wall before and after. The vertical bracket and the joint are used to increase the vertical, vertical, left, and right bonds simultaneously. It is very effective and solid masonry from.

Claims (1)

양측면에 서로 대향되는 요홈상의 내진홈(1)을 갖는 내진벽돌(2)(2')을 모르타르(3)에 의해 순차적으로 조적하되, 상기 내진벽돌(2)(2')의 사이에는 끼움공(4)을 갖는 수직브라켓(5)(5')을 일정 간격으로 위치시켜 이를 모르타르(3)에 의해 고정하고,A seismic brick (2) (2 ') having a seismic groove (1) on the grooves opposed to each other on both sides are sequentially sequential by mortar (3), the insertion hole between the seismic brick (2) (2') Place the vertical bracket (5) (5 ') having a (4) at regular intervals and fixed it by mortar (3), 상기 수직브라켓(5)이 고정된 벽돌(2)과 벽돌(2')의 사이에는 옹벽(6)에 고정되어진 절곡판상의 연결브라켓(7)이 형성되게 하며,Between the brick (2) and the brick (2 ') to which the vertical bracket (5) is fixed, a connecting bracket (7) on a bending plate fixed to the retaining wall (6) is formed. 상기 연결브라켓(7)의 단부측에 형성된 삽입공(8)에는, 양단이 하향 절곡되어진 이음절곡구(9)를 삽입하여 상기 이음절곡구(9)의 하향 단부(10)(10')가 양측 벽돌(2)(2')의 살빼기공(11)(11')으로 각각 삽입되게 하고,In the insertion hole 8 formed at the end side of the connecting bracket 7, the lower end portion 10, 10 'of the joint bending portion 9 is inserted by inserting the joint bending portion 9 whose both ends are bent downward. Each of the bricks (2) (2 ') of the two sides (11) (11') to be inserted, 상기 일정 간격을 갖는 수직브라켓(5)의 끼움공(4)에는 강선상의 이음대(12)를 삽입하여 그 이음대(12)가 조적된 벽돌(2)(2')을 따라 단부가 중첩되도록 삽입하여,The fitting holes 4 of the vertical brackets 5 having a predetermined interval are inserted into the joints 12 on the wires so that the ends 12 overlap the bricks 2 and 2 'where the joints 12 are assembled. Insert, 내진벽돌(2)(2')의 조적에 의한 마감벽(20)의 시공시 상기 수직브라켓(5)과 연결브라켓(7) 및 이음절곡구(9), 이음대(12)가 연속하여 함께 조적, 시공되게 구성함을 특징으로 하는 조적용 벽돌과 브라켓을 이용한 내진설계용 조적구조.When constructing the finishing wall 20 by the masonry of the seismic brick (2) (2 '), the vertical bracket (5), the connection bracket (7), the joint bending sphere (9), the joint band 12 together together A masonry structure for seismic design using masonry bricks and brackets, characterized in that the masonry, construction.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101525412B1 (en) * 2015-04-29 2015-06-10 (주)동화종합건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR20190135876A (en) * 2018-05-29 2019-12-09 (주)페트라텍 Seismic reinforcement device of brick walls using omega horizontal rebar and jointing locking member and construction method using of the same
KR102107066B1 (en) 2019-10-15 2020-05-07 한국내진구조연구원 주식회사 Apparatus and methods for reinforcing a masonry wall
KR102119507B1 (en) * 2019-11-13 2020-06-05 한우식 Device for fixing block assembly having masonry joint structure
KR102426927B1 (en) 2021-10-18 2022-07-29 피에스엔지니어링(주) The Triangle tube for truss type seismic reinforcement of existing masonry wall and seismic reinforcement method using the same

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101525412B1 (en) * 2015-04-29 2015-06-10 (주)동화종합건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR20190135876A (en) * 2018-05-29 2019-12-09 (주)페트라텍 Seismic reinforcement device of brick walls using omega horizontal rebar and jointing locking member and construction method using of the same
KR102108624B1 (en) 2018-05-29 2020-05-07 (주)페트라텍 Seismic reinforcement device of brick walls using omega horizontal rebar and jointing locking member and construction method using of the same
KR102107066B1 (en) 2019-10-15 2020-05-07 한국내진구조연구원 주식회사 Apparatus and methods for reinforcing a masonry wall
KR102119507B1 (en) * 2019-11-13 2020-06-05 한우식 Device for fixing block assembly having masonry joint structure
KR102426927B1 (en) 2021-10-18 2022-07-29 피에스엔지니어링(주) The Triangle tube for truss type seismic reinforcement of existing masonry wall and seismic reinforcement method using the same

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