KR100405056B1 - construction method for joint between concrete column and block wall - Google Patents

construction method for joint between concrete column and block wall Download PDF

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Publication number
KR100405056B1
KR100405056B1 KR10-2001-0060120A KR20010060120A KR100405056B1 KR 100405056 B1 KR100405056 B1 KR 100405056B1 KR 20010060120 A KR20010060120 A KR 20010060120A KR 100405056 B1 KR100405056 B1 KR 100405056B1
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South Korea
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wall
concrete wall
masonry
walls
expansion
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KR10-2001-0060120A
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Korean (ko)
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KR20030028123A (en
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고대석
고영관
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고대석
고영관
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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
    • 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
    • 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
    • E04B2002/0256—Special features of building elements
    • E04B2002/0273—Adhesive layers other than mortar between building elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

본 발명은 건물의 콘크리트 기둥이나 벽체에 대해 그 내부나 일측으로 조적벽체를 연결되게 설치함에 있어, 양벽체의 연결부 임의위치에 다수의 신축연결구를 설치하여 콘크리트벽체(기둥)와 조적벽체가 신축적으로 결합되게 함과 동시에 바닥면을 제외한 양벽체간의 접합면에 형성되는 간극에는 신축조인트재를 투입 충전함으로써 건물에 충격이 가해지더라도 양벽체간에 설치된 신축연결구에 의해 그 충격 흡수가 가능하게 하여 조적벽체의 균열발생을 막고 건물의 사용수명을 연장할 수 있도록 한 것으로, 건물 내부에 일정크기의 콘크리트벽체(1)를 설치하는 단계(S1)와, 설치된 콘크리트벽체(1)의 조적벽체 접촉면에 다수의 앵커구멍(11)을 형성하는 단계(S2)와, 상기 앵커구멍(11)에 선단의 신축재(31)가 노출되게 신축연결구(3)를 삽입 설치하는 단계(S3)와, 상기 콘크리트벽체(1)와 접촉되게 다수의 벽돌(21)을 순차 조적하여 조적벽체(2)를 설치하는 단계(S4) 및 양벽체(1)(2)의 접합면 중 바닥면을 제외한 삼면의 간극에 신축조인트재(4)를 투입, 충전하는 단계(S5)로 되는 것을 특징으로 하는 콘크리트벽체와 조적벽체간의 연결 시공방법이다.The present invention is to install the masonry wall to the inside or one side of the concrete pillars or walls of the building, by installing a plurality of expansion connectors in the arbitrary position of the connection portion of both walls of the concrete wall (column) and masonry wall At the same time, the gap is formed on the joint surface between the two walls except the floor, and the expansion joint material is filled and filled so that the shock can be absorbed by the expansion connector installed between both walls even if the building is impacted. In order to prevent the occurrence of cracks and to extend the service life of the building, the step (S1) of installing a certain size concrete wall (1) inside the building, and a plurality of anchors on the contact surface of the masonry wall of the installed concrete wall (1) Forming the hole 11 (S2), and inserting and installing the expansion connector (3) to expose the elastic member 31 of the tip end to the anchor hole ( S3) and the step of installing the masonry wall (2) by sequentially plural bricks 21 in contact with the concrete wall (1) (S4) and the bottom surface of the joint surface of both walls (1) (2) It is a connection construction method between the concrete wall and the masonry wall, characterized in that the step (S5) of filling and filling the expansion joint material (4) in the gap between the three surfaces.

Description

콘크리트벽체와 조적벽체간의 연결 시공방법{construction method for joint between concrete column and block wall}Construction method for joint between concrete wall and masonry wall

본 발명은 콘크리트벽체와 조적벽체간의 연결 시공방법에 관한 것으로, 더욱 상세하게는 건물의 콘크리트 기둥이나 벽체에 대해 그 내부나 일측으로 조적벽체를 연결되게 설치함에 있어, 양벽체의 연결부 임의위치에 다수의 신축연결구를 설치하여 콘크리트벽체(기둥)와 조적벽체가 신축적으로 결합되게 함과 동시에 바닥면을 제외한 양벽체간의 접합면에 형성되는 간극에는 신축조인트재를 투입 충전함으로써 건물에 충격이 가해지더라도 양벽체간에 설치된 신축연결구에 의해 그 충격 흡수가 가능하게 하여 조적벽체의 균열발생을 막고 건물의 사용수명을 연장할 수 있도록 한 것이다.The present invention relates to a connection construction method between the concrete wall and the masonry wall, and more particularly, in the installation of the masonry wall connected to the inside or one side of the concrete pillars or walls of the building, a plurality of connection parts of both walls The expansion joint of the concrete wall (column) and the masonry wall is elastically combined, and the gap formed on the joint surface between the two walls except the bottom surface is filled with expansion joint material to fill the gap even if the building is impacted. The elastic connectors installed between the walls allow the shock to be absorbed to prevent cracking of the masonry walls and extend the service life of the building.

일반적으로 각종건물의 경우 주로 건물 하중을 직접 받는 기둥이나 내력벽은 콘크리트로 타설하여 형성되고 이들 내부공간에 대해서는 일정공간 단위로 구획되게 비 내력벽으로서 다수의 벽돌을 조적하여 벽체를 형성하는 것에 의해 조적벽체와 콘크리트벽체가 연결되도록 하여 내부공간을 효율적으로 구획하여 사용할 수 있도록 하고 있는 것이었다.In general, in the case of various buildings, columns or bearing walls which are directly subjected to a building load are formed by pouring concrete, and the inner spaces are divided into predetermined space units to form a wall by forming a plurality of bricks as non-bearing walls. And the concrete wall were connected so that the internal space could be effectively partitioned and used.

그러나 상기와 같이 콘크리트벽체(기둥)에 대해 조적벽체를 연결하는 수단이 양벽체 사이에 몰탈을 개재시켜 콘크리트벽체와 조적벽체가 접합 연결된 상태를 유지할 수 있도록하고있는 종래의 콘크리트벽체와 조적벽체간의 연결 시공방법은 단순히 몰탈에 의해 양벽체가 서로 연결 접합되도록 하고있는 것이므로, 건물에 잦은 진동이나 약한 정도의 충격이 가해지더라도 콘크리트벽체는 견딜 수 있게되는데 반해 조적벽체는 그 충격에 견디지 못하고 벽체 전체가 넘어가 붕괴되거나 붕괴는 아니더라도 조적벽체 곳곳에 균열이 발생하게 되므로 건물의 안전에도 영향을 미치게되어 건물의 전체적인 사용수명을 단축시키게되는 문제점이 있는 것이었다.However, as described above, the means for connecting the masonry wall to the concrete wall (column) is a connection construction between the conventional concrete wall and the masonry wall, which allows the concrete wall and the masonry wall to remain connected by interposing mortar between both walls. The method simply connects the two walls to each other by mortar, so that even if the building is subjected to frequent vibration or weak impacts, the concrete walls can withstand, whereas the masonry walls cannot withstand the impact and the entire wall collapses. Even if it is not collapsed or cracked will occur throughout the masonry wall has a problem that will affect the safety of the building to shorten the overall service life of the building.

따라서 본 발명의 목적은 상기와 같이 단순히 몰탈에 의해 콘크리트벽체와조적벽체가 서로 연결된 상태를 유지하도록 하는 것에 의해 작은 충격이나 진동에도 건물의 수명이 단축될 수밖에 없었던 종래의 콘크리트벽체와 조적벽체간의 연결 시공방법이 지닌 제반 문제점을 해결하기 위하여, 콘크리트벽체와 조적벽체를 연결 시공함에 있어서, 양벽체의 접합부 임의위치에는 다수의 신축연결구를 설치하여 콘크리트벽체에 대해 조적벽체가 신축적으로 연결되게 하고, 이렇게 연결되는 연결부(접합부)의 간극에는 몰탈 대신 신축조인트재를 투입 충전함으로써 건물에 충격이 가해지더라도 양벽체간에 설치된 신축연결구와 신축조인트재에 의해 조적벽체의 붕괴나 균열발생을 방지할 수 있도록 한 콘크리트벽체와 조적벽체간의 연결 시공방법을 제공함에 있다.Therefore, the object of the present invention is to connect the construction between the conventional concrete wall and the masonry wall, which was inevitably shortened the life of the building even with a small impact or vibration by maintaining the concrete wall and the masonry wall connected to each other by mortar as described above. In order to solve the problems of the method, in connecting the concrete wall and the masonry wall, a plurality of expansion connectors are installed at arbitrary positions of the joints of both walls so that the masonry wall is elastically connected to the concrete wall. In the gap between the connecting parts (joint parts), the concrete joints are prevented from collapsing or cracking of the masonry walls by the expansion joints and expansion joints installed between both walls, even if the building is impacted by the expansion joint material instead of mortar. Provides connection method between bridge and masonry wall Is in.

도 1은 본 발명에 의한 시공방법에 적용되는 신축연결구의 분해 사시도.1 is an exploded perspective view of the expansion connector applied to the construction method according to the present invention.

도 2는 본 발명에 의한 시공방법의 공정도.2 is a process chart of the construction method according to the present invention.

도 3은 본 발명에 의한 시공방법에 의해 시공된 벽체의 부분 정단면도.Figure 3 is a partial front cross-sectional view of the wall constructed by the construction method according to the present invention.

도 4는 본 발명에 의한 시공방법에 의해 시공된 벽체의 부분 확대 정단면도.Figure 4 is a partial enlarged front cross-sectional view of the wall constructed by the construction method according to the present invention.

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

1:콘크리트벽체 2:조적벽체1: concrete wall 2: masonry wall

3:신축연결구 4:신축조인트재3: telescopic connector 4: telescopic joint

11:앵커구멍 21:벽돌11: Anchor hole 21: Brick

31:신축재31: Stretch material

상기한 목적을 달성하기 위하여 본 발명에 의한 콘크리트벽체와 조적벽체간의 연결 시공방법은, 건물 내부에 일정크기의 콘크리트벽체(1)를 설치하는 단계(S1)와, 설치된 콘크리트벽체(1)의 조적벽체 접촉면에 다수의 앵커구멍(11)을 형성하는 단계(S2)와, 상기 앵커구멍(11)에, 선단의 신축재(31)가 노출되게 신축연결구(3)를 일정부분 박아 설치하는 단계(S3)와, 상기 콘크리트벽체(1)와 접촉되게 다수의 벽돌(21)을 순차 조적하여 조적벽체(2)를 설치하는 단계(S4) 및 양벽체(1)(2)의 접합면 중 바닥면을 제외한 삼면의 간극에 신축조인트재(4)를 투입, 충전하는 단계(S5)로 되는 것을 특징으로 한다.In order to achieve the above object, the connection construction method between the concrete wall and the masonry wall according to the present invention comprises the steps of installing the concrete wall 1 of a predetermined size inside the building (S1), and the masonry of the installed concrete wall 1 Forming a plurality of anchor holes 11 in the wall contact surface (S2), and installing and installing a portion of the elastic connector 3 in the anchor hole 11 so that the elastic member 31 at the tip is exposed ( S3) and the step of installing the masonry wall (2) by sequentially plural bricks 21 in contact with the concrete wall (1) (S4) and the bottom surface of the joint surface of both walls (1) (2) It is characterized in that the step (S5) of filling and filling the expansion joint material (4) in the gap of the three surfaces.

이하 본 발명이 속하는 기술분야에서 통상의 지식을 가진자가 본 발명을 용이하게 실시할 수 있을 정도로 본 발명의 바람직한 실시예를 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings such that those skilled in the art can easily implement the present invention.

도 1은 본 발명에 의한 콘크리트벽체와 조적벽체간의 연결 시공방법에 적용되는 신축연결구의 구성을 나타내는 사시도이고, 도 2는 본 발명에 의한 콘크리트벽체와 조적벽체간의 연결 시공방법의 공정도이며, 도 3은 본 발명에 의한 콘크리트벽체와 조적벽체간의 연결 시공방법에 의해 시공된 벽체의 부분 정단면도이고 도 4는 본 발명에 의한 시공방법에 의해 시공된 벽체의 부분 확대 정단면도로서, 그 구성은 콘크리트벽체(1)에 대한 조적벽체(2)의 연결 설치시 신축연결구(3)와 신축조인트재(4)를 이용하여 양벽체(1)(2)를 결합되게 함으로써 조적벽체(2)와 콘크리트벽체(1)간의 결합력을 높이도록 하고 있다.1 is a perspective view showing the configuration of the expansion connector applied to the connection construction method between the concrete wall and the masonry wall according to the present invention, Figure 2 is a process diagram of the connection construction method between the concrete wall and the masonry wall according to the present invention, Figure 3 Is a partial front sectional view of the wall constructed by the connection construction method between the concrete wall and the masonry wall according to the present invention, and FIG. 4 is a partial enlarged front sectional view of the wall constructed by the construction method according to the present invention, and the construction thereof is a concrete wall. (1) The masonry wall (2) and the concrete wall (2) and the concrete wall (2) by coupling the two walls (1) (2) by using the expansion connector (3) and the expansion joint material (4) in the connection installation of the masonry wall (2) 1) To increase the bond between the.

상기한 콘크리트벽체(1)는 일반적인 건축 구조물로서의 콘크리트기둥이나 내력벽 등의 벽체를 총칭하는 것으로, 건축물의 내부공간을 구획 형성하거나 또는 외벽을 형성하기 위해 콘크리트벽체(1)에 대해 조적벽체(2)가 접촉, 연결된 상태를 유지하게 된다.The concrete wall (1) is a generic name for walls such as concrete pillars and bearing walls as a general building structure, masonry wall (2) to the concrete wall (1) to partition the interior space of the building or to form an outer wall Keeps contact and connection.

상기한 조적벽체(2)는 다수의 벽돌(21)을 일정 너비와 높이로 조적하여서 되는 것으로, 조적벽체(2)의 콘크리트벽체(1)와의 접촉면에는 일정간격을 두고 다수의 신축연결구(3)가 설치되어 그 줄눈면(벽돌과 벽돌의 만남면)에 신축연결구(3)의 신축재(31)가 일정길이 매설되도록 함으로써 조적완료된 조적벽체(2)에 충격이 전달되는 경우 콘크리트벽체(1)와 연결되게 설치된 신축연결구(3)에 의해 조적벽체(2)는 콘크리트벽체(1)와 견고한 결합상태를 유지하게되어 조적벽체(2)의 붕괴나 균열발생을 방지할 수 있게된다.The masonry wall (2) is to be formed by masonry a number of bricks 21 to a predetermined width and height, a plurality of expansion joints (3) at a predetermined interval on the contact surface with the concrete wall (1) of the masonry wall (2) Is installed so that the expansion material 31 of the expansion connector (3) is embedded in the joint surface (brick and brick encounter surface) by a certain length of the concrete wall (1) when the shock is transmitted to the masonry completed masonry (2) The masonry wall (2) is maintained by the expansion connector (3) installed to be connected to the concrete wall (1) and firmly coupled to prevent the collapse or cracking of the masonry wall (2).

상기한 신축연결구(3)는 합성수지재로되어 콘크리트벽체(1)내에 매설되는 앵커재(32)와 선단에 신축재(31)가 유동 가능하게 끼워진 채 상기 앵커재(32)내에 일정길이 강제로 박혀 삽입되는 금속재의 심재(33)로 되는 것으로, 콘크리트벽체(1)의 앵커구멍(11)내에 앵커재(12)가 설치되고, 이 앵커재(12)내에 심재(33)가 삽입되게되므로 콘크리트벽체(1) 외면으로는 심재(33) 선단에 유동가능하게 끼워진 신축재(31)만이 노출되게되고, 이 노출되는 신축재(31)는 조적되는 벽돌(21)의 줄눈면, 즉 벽돌(21)과 벽돌(21) 사이에 위치되게되어 조적벽체(2)와 콘크리트벽체(1)가 신축적으로 결합된 상태를 유지할 수 있게된다.The expansion connector (3) is made of synthetic resin material and is forced to a certain length in the anchor member 32, while the elastic member (31) embedded in the concrete wall (1) and the elastic member (31) in the front end to be flowable Since the core material 33 is embedded in the core material 33 of the metal material, the anchor material 12 is installed in the anchor hole 11 of the concrete wall 1, and the core material 33 is inserted into the anchor material 12. The outer surface of the wall 1 exposes only the stretchable material 31 that is fluidly fitted to the tip of the core 33, and the exposed stretchable material 31 is the joint surface of the brick 21 to be stacked, that is, the brick 21. ) And the brick 21 is able to maintain the elastically coupled state of the masonry wall (2) and the concrete wall (1).

상기한 신축조인트재(4)는 실리콘 등의 기밀성과 신축성이 뛰어난 재질로 되는 것으로 콘크리트벽체(1)와 조적벽체(2)의 접합면에 형성되는 간극내에 투입 충전되어 콘크리트벽체(1)와 조적벽체(2)에 전달되는 각종 진동이나 충격 등을 흡수할 수 있게된다.The expansion joint material 4 is made of a material having excellent airtightness and elasticity such as silicon, and is charged and filled in the gap formed at the joint surface of the concrete wall 1 and the masonry wall 2 to be stacked with the concrete wall 1. Various vibrations or shocks transmitted to the wall 2 can be absorbed.

상기와 같은 콘크리트벽체(1), 조적벽체(2), 신축연결구(3) 및 신축조인트재(4)로 되는 본 발명의 콘크리트벽체와 조적벽체간의 연결 시공방법에 대해 설명한다.The construction method of the connection between the concrete wall and the masonry wall of the present invention including the concrete wall 1, the masonry wall 2, the expansion connector 3, and the expansion joint material 4 will be described.

건축물을 이루는 구조체로서 기둥이나 내력벽체를 이루도록 일정규격으로 콘크리트벽체(1)를 타설, 형성한 후(S1), 설치된 콘크리트벽체(1)의 조적벽체(2) 접촉면에 신축연결구(3)의 앵커재(32)가 삽입 설치되도록 하기 위한 다수의 앵커구멍(11)을 형성하고(S2), 상기 앵커구멍(11)에 대해 신축연결구(3)의 앵커재(32)가 삽입되고, 콘크리트벽체(1)내에 삽입된 상기 앵커재(32)에, 선단에신축재(31)가 설치되는 심재(33)를 강제로 끼워 설치하는 것에 의해 콘크리트벽체(1)에 다수의 신축연결구(3)가 강제로 삽입, 설치되게 한 상태에서(S3), 다수의 벽돌(21)을 순차 조적하여 조적벽체(2)가 설치되도록 하되, 조적되는 벽돌(21)과 벽돌(21) 사이에는 콘크리트벽체(1)에 그 선단의 신축재(31)가 노출되도록 일정간격을 두고 설치되는 신축연결구(3)의 신축재(31)가 위치되도록 조적하여 콘크리트벽체(1) 내에 일정크기의 조적벽체(2)가 설치되도록 한다(S4).After constructing and forming the concrete wall 1 to a certain standard to form a column or bearing wall as a structure forming a building (S1), the anchor of the expansion connector (3) to the contact surface of the masonry wall (2) of the installed concrete wall (1) A plurality of anchor holes 11 are formed to allow the ashes 32 to be inserted and installed (S2), and the anchor member 32 of the flexible connector 3 is inserted into the anchor holes 11, and the concrete wall ( 1) A plurality of expansion joints 3 are forced to the concrete wall 1 by forcibly inserting the core member 33 in which the elastic member 31 is installed at the tip of the anchor member 32 inserted into the anchor member 32. In the state of being inserted and installed (S3), the masonry wall (2) is installed by sequentially plural bricks 21 are installed, but the concrete wall (1) between the masonry 21 and the brick 21 to be masonry In order to position the elastic member 31 of the elastic connector (3) which is installed at a predetermined interval so that the elastic member 31 of the tip is exposed. Ever will be such that the structural wall (2) of a predetermined size provided in the concrete wall (1) (S4).

이후 콘크리트벽체(1)와 접합되는 상태로 조적, 설치된 조적벽체(2)와 콘크리트벽체(1) 사이에 형성되는 간극 중 바닥면을 제외한 삼면의 간극에 실리콘 등의 기밀성과 신축성이 뛰어난 신축조인트재(4)를 투입시켜(S5) 콘크리트벽체(1)와 조적벽체(2)의 접촉면이 신축성이 유지되도록 함으로써 콘크리트벽체(1)와 일정크기의 조적벽체(2)가 서로 연결되는 상태로 설치 완료된다.Since the joint between the masonry, installed masonry wall (2) and the concrete wall (1) in the state of being bonded to the concrete wall (1), the flexible joint material excellent in airtightness and elasticity such as silicon in the gap between the three surfaces except the bottom (4) Input (S5) Complete the installation in a state in which the concrete wall (1) and the masonry wall (2) of constant size are connected to each other by maintaining the elasticity of the contact surface of the concrete wall (1) and the masonry wall (2). do.

이렇게 설치되는 조적벽체(2)는 콘크리트벽체(1)와의 결합이 단순히 몰탈이 아닌 다수의 신축연결구(3)와 신축조인트재(4)에 의해 연결됨으로 인해 콘크리트벽체(1)와 조적벽체(2)에 대해 외부진동이나 충격이 전달되게 되는 경우 그 진동이나 충격은 조적벽체(2)와 콘크리트벽체(1)간에 신축적으로 연결되는 다수의 신축연결구(3)에 전달되게되고 이렇게 신축연결구(3)에 전달된 충격은 심재(33) 선단에 유동 가능하게 끼워지는 신축재(31)가 얼마간 이동하면서 탄력적으로 흡수하게되고, 이후 조적벽체(2)에 전달된 충격은 다시 콘크리트벽체(1)와 조적벽체(2)간의 접합부 3면에 투입 충전된 신축조인트재(4)에 의해 최종적으로 흡수되게되어조적벽체(2)가 붕괴되거나 균열이 발생되는 것을 효과적으로 방지할 수 있게 된다.The masonry wall 2 installed in this way is a concrete wall (1) and masonry wall (2) because the coupling with the concrete wall (1) is connected by a plurality of expansion connectors (3) and expansion joint material (4), not simply mortar. When external vibrations or shocks are transmitted to the vibrations, the vibrations or shocks are transmitted to a plurality of expansion connectors 3 that are elastically connected between the masonry wall 2 and the concrete wall 1, and thus the expansion connectors 3 The shock transmitted to) is elastically absorbed while the stretchable material 31 that is fluidly fitted to the front end of the core material 33 moves for a while, and then the shock transmitted to the masonry wall 2 is again transferred to the concrete wall 1. It is finally absorbed by the expansion and contraction joint material 4 charged and charged on the three joining portions between the masonry walls 2, it is possible to effectively prevent the masonry wall 2 collapse or cracks.

이상에서와 같이 본 발명은 비록 상기의 실시예에 한하여 설명하였지만 반드시 여기에만 한정되는 것은 아니며 본 발명의 범주와 사상을 벗어나지 않는 범위내에서 다양한 변형실시가 가능함은 물론이다.As described above, although the present invention has been described with reference to the above embodiments, it is not necessarily limited thereto, and various modifications may be made without departing from the scope and spirit of the present invention.

이상의 설명에서 분명히 알 수 있듯이 본 발명의 콘크리트 벽체와 조적벽체간의 연결 시공방법에 의하면, 건물의 콘크리트벽체와 조적벽체를 연결 설치함에 있어 양접합면에 일정간격을 두고 신축연결구가 설치되게 함과 동시에 뛰어난 신축성을 갖는 신축조인트재가 투입 충전되게 하여 양벽체가 신축적으로 결합되게 함으로써 건물에 충격이 가해지는 경우 양벽체를 서로 연결하도록 설치되는 신축연결구 및 신축조인트재에의해 그 충격을 흡수할 수 있게 하여 조적벽체의 균열발생이나 붕괴를 방지할 수 있게되어 안전사고의 예방과 아울러 건물의 사용수명을 연장할 수 있게 되는 등의 유용한 효과를 제공한다.As can be clearly seen from the above description, according to the connection construction method between the concrete wall and the masonry wall of the present invention, when connecting the concrete wall and the masonry wall of the building, the new connectors are installed at regular intervals on both joint surfaces. The elastic joint material with excellent elasticity is charged and charged so that both walls are elastically combined so that the impact can be absorbed by the elastic connector and elastic joint material installed to connect the two walls to each other when the building is impacted. Therefore, it is possible to prevent cracking or collapse of the masonry wall, thereby providing useful effects such as preventing accidents and extending the service life of the building.

Claims (2)

건물 내부에 일정크기의 콘크리트벽체(1)를 설치하는 단계(S1)와, 설치된 콘크리트벽체(1)의 조적벽체 접촉면에 다수의 앵커구멍(11)을 형성하는 단계(S2)와, 상기 앵커구멍(11)에 선단의 신축재(31)가 노출되게 신축연결구(3)를 삽입 설치하는 단계(S3)와, 상기 콘크리트벽체(1)와 접촉되게 다수의 벽돌(21)을 순차 조적하여 조적벽체(2)를 설치하는 단계(S4) 및 양벽체(1)(2)의 접합면 중 바닥면을 제외한 삼면의 간극에 신축조인트재(4)를 투입, 충전하는 단계(S5)로 되는 것을 특징으로 하는 콘크리트벽체와 조적벽체간의 연결 시공방법.Installing a predetermined size concrete wall (1) in the building (S1), forming a plurality of anchor holes (11) in the contact surface of the masonry wall of the installed concrete wall (S2) and the anchor hole Inserting and installing the expansion connector (3) to expose the expansion and contraction material 31 of the front end (11) (S3), and masonry wall by sequentially plural bricks 21 in contact with the concrete wall (1) (2) the step of installing (S4) and the step of inserting and filling the expansion joint material (4) in the gap between the three surfaces except the bottom surface of the joint surface of both walls (1) (2) (S5) Construction method between concrete wall and masonry wall. 청구항 1에 있어서, 상기 신축연결구(3)는 콘크리트벽체(1)의 앵커구멍(11)에 박혀 삽입되는 앵커재(32)와, 상기 앵커재(32)에 끼워져 박히는 심재(33)와, 상기 심재(33)의 노출부에 유동 가능하게 끼워지는 신축재(31)로 되는 것을 특징으로 하는 콘크리트벽체와 조적벽체간의 연결 시공방법.The method according to claim 1, wherein the expansion connector 3 is anchored to be inserted into the anchor hole 11 of the concrete wall 1, 32, the core material 33 is inserted into the anchoring material 32, and the Connection construction method between the concrete wall and the masonry wall, characterized in that the elastic member (31) fitted to flow in the exposed portion of the core material (33).
KR10-2001-0060120A 2001-09-27 2001-09-27 construction method for joint between concrete column and block wall KR100405056B1 (en)

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