KR19990030817A - Masonry Masonry Structure of Concrete Retaining Wall - Google Patents
Masonry Masonry Structure of Concrete Retaining Wall Download PDFInfo
- Publication number
- KR19990030817A KR19990030817A KR1019970051250A KR19970051250A KR19990030817A KR 19990030817 A KR19990030817 A KR 19990030817A KR 1019970051250 A KR1019970051250 A KR 1019970051250A KR 19970051250 A KR19970051250 A KR 19970051250A KR 19990030817 A KR19990030817 A KR 19990030817A
- Authority
- KR
- South Korea
- Prior art keywords
- masonry
- retaining wall
- stucco
- concrete retaining
- brick
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 23
- 238000009423 ventilation Methods 0.000 claims abstract description 25
- 239000011449 brick Substances 0.000 claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 19
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 239000011810 insulating material Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 239000011347 resin Substances 0.000 claims description 5
- 229920005989 resin Polymers 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000002265 prevention Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 230000002087 whitening effect Effects 0.000 abstract description 4
- 239000007787 solid Substances 0.000 description 3
- 239000012212 insulator Substances 0.000 description 2
- 238000005336 cracking Methods 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/392—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for ventilating, heating or cooling
Abstract
본 발명은 콘크리트 옹벽의 치장벽돌 조적구조에 관한 것으로, 특히 내, 외부벽의 변동에 의한 파손(크랙)을 방지하고, 내진효과 및 내벽과 외벽을 용이하게 고정시키면서 견고한 건축물을 시공할 수 있고, 온도변화에 따른 수축과 팽창작용을 흡수하면서 백화현상을 방지할 수 있는 콘크리트 옹벽의 치장벽돌 조적구조에 관한 것으로, 본 발명은 시공되는 단열재에 적정의 간격으로 꽂아지면서 조적되는 치장벽돌을 종, 횡의 수직, 수평으로 연결보강하는 연결보강수단과, 치장벽돌과 벽체간의 내부공간의 원활한 공기유통을 위한 상, 하부통풍수단, 그리고 배수수단을 갖고 조적시공 되는 치장벽돌의 조적구조를 제공하는 것에 특징이 있다.The present invention relates to a masonry masonry structure of the concrete retaining wall, in particular to prevent breakage (crack) due to the fluctuation of the inner and outer walls, and to construct a sturdy building while easily fixing the seismic effect and inner and outer walls, The present invention relates to a masonry masonry structure of a concrete retaining wall that can prevent whitening while absorbing shrinkage and expansion effect due to temperature change. It is characterized by providing the masonry structure of the masonry bricks which are constructed with masonry reinforcement means for vertically and horizontally connecting reinforcement means, and upper, lower ventilation means, and drainage means for smooth air circulation of the interior space between the masonry brick and the wall. There is this.
Description
본 발명은 콘크리트 옹벽의 치장벽돌 조적구조에 관한 것으로, 특히 내, 외부벽의 변동에 의한 파손(크랙)을 방지하고, 내진효과 및 내벽과 외벽을 용이하게 고정시키면서 견고한 건축물을 시공할 수 있고, 온도변화에 따른 수축과 팽창작용을 흡수하면서 백화현상을 방지할 수 있는 콘크리트 옹벽의 치장벽돌 조적구조에 관한 것이다.The present invention relates to a masonry masonry structure of the concrete retaining wall, in particular to prevent breakage (crack) due to the fluctuation of the inner and outer walls, and to construct a sturdy building while easily fixing the seismic effect and inner and outer walls, The present invention relates to a masonry masonry structure of a concrete retaining wall that can prevent whitening while absorbing shrinkage and expansion by temperature change.
일반적으로, 철근콘크리트 시공구조가 아닌 벽돌이나 블록에 의한 조적식 시공을 행하는 경우로서 특히 조적식 외장마감작업을 행하는 경우의 종래 건물벽체 시공 방법은 콘크리트 옹벽과 옹벽 사이에 콘크리트 블록을 쌓고, 그 외측에 단열재를 시공하고 다시 상기 단열재의 외측에 치장벽돌을 조적하여 외장처리를 행하여 왔다.In general, in the case of performing a masonry or block masonry construction, not a reinforced concrete construction structure, in particular, in the case of performing a masonry exterior finishing work, a conventional building wall construction method is to stack a concrete block between the retaining wall and the retaining wall, Insulating material was applied to the outside, and the exterior brick was further laminated with stucco bricks.
이때, 상기 치장벽돌에 의한 외장처리는 건물의 바닥으로부터 상부로 조적을 행하거나, 아니면 상기 콘크리트 옹벽의 적정 높이마다 앵글을 별도로 설치하고 이를 지지하면서 그 상부에 벽돌이나 블록을 쌓아 올리는 것에 의해 이루어 왔다.At this time, the exterior treatment by the stucco has been performed by masonry from the bottom of the building to the upper part, or by stacking bricks or blocks on the upper part of the concrete retaining wall while installing and supporting angles separately. .
이와같은 종래의 벽체 치장시공은 조적되는 낱장의 치장벽돌 상호간의 수평을 그대로 유지시키면서 조적이 어려울뿐만 아니라 시공된 단열재의 외측 수직면과의 수평면을 이루면서 조적시공 또한 어려워 별도의 수평, 수직기준기구를 이용해서 시공하여 왔다.Such conventional wall stucco construction is not only difficult to maintain while maintaining the horizontal level of each of the stacked stucco bricks, but also to form a horizontal plane with the outer vertical surface of the constructed heat insulator. Construction has been done.
따라서, 치장벽돌의 조적시공에 따른 작업성이 떨어질뿐만 아니라, 견고한 시공구조를 제공할 수 없었다.Therefore, the workability due to the masonry construction of the stucco not only fall, but also could not provide a solid construction structure.
특히, 이러한 시공구조는 내부습기 및 물기를 원활하게 배출, 배수할 수 있는 구조를 갖지 못하고 있을뿐만 아니라, 횡으로 길게 나열조적되는 상기 치장벽돌 상호간 및 치장벽돌과 벽면과의 조적시공 상태를 유지시켜줄 수 있는 보강연결 구조를 갖지 못하여 벽체의 공간에 생기는 습기나 스며드는 물기에 의한 백화현상을 일으키는 단점과, 지반운동에 의한 내, 외부벽의 변동(내진)시에 벽체의 수평을 유지 및 수직하중의 완화를 제공하지 못하여 시공후 얼마 못가서 벽체의 균열을 가져오는 단점을 갖고 있었다.In particular, such a construction structure not only does not have a structure capable of smoothly draining and draining the internal moisture and moisture, but also maintains the masonry construction state between the stucco bricks and the stucco brick wall which are arranged horizontally long. It does not have a reinforcing connection structure, and it has the disadvantage of causing whitening phenomenon due to moisture or seeping water in the space of the wall, and keeps the wall horizontal and vertical load when the internal and external walls change due to the ground movement. The lack of mitigation had the drawback of cracking walls shortly after construction.
본 발명은 상기와 같은 종래기술의 문제점을 개선하여 연구개발된 것으로써, 본 발명의 목적은 건축물의 벽체외부에 조적되는 치장벽돌이 내, 외부벽의 변동에도 균열에 의한 파손(크랙)을 방지하고, 내진효과 및 내벽과 외벽을 용이하게 고정시키면서 견고한 조적구조로써 건축물을 시공, 유지할 수 있는 콘크리트 옹벽의 치장벽돌 조적구조를 제공하는데 있디.The present invention has been researched and developed to improve the problems of the prior art as described above, the object of the present invention is to prevent damage (cracks) due to cracks in the variation of the outer wall in the stucco is built on the outer wall of the building In addition, it provides seismic brick masonry structure of concrete retaining wall that can be constructed and maintained as a solid masonry structure with seismic effect and easy fixing of inner and outer walls.
본 발명의 목적은 외부 온도변화에 따른 조적된 치장벽돌의 수축과 팽창작용을 흡수하면서 벽체와의 내부공간에 원활한 통풍으로 습기의 생성방지할 수 있는 구조로서 치장벽돌의 백화현상을 방지할 수 있는 콘크리트 옹벽의 치장벽돌 조적구조에 관한 것이다.An object of the present invention is to absorb the shrinkage and expansion of the masonry bricks in accordance with the external temperature changes to prevent the generation of moisture as a structure that can prevent the generation of moisture by smooth ventilation in the interior space with the wall A masonry masonry structure of a concrete retaining wall.
본 발명의 상기 목적은 시공되는 단열재에 적정의 간격으로 꽂아지면서 조적되는 치장벽돌을 종, 횡의 수직, 수평으로 연결보강하는 연결보강수단과, 치장벽돌과 벽체간의 내부공간의 원활한 공기유통을 위한 상, 하부통풍수단, 그리고 배수수단을 갖고 조적시공 되는 치장벽돌의 조적구조에 의해서 구현된다.The above object of the present invention is connected to the reinforcement of the vertically and vertically and horizontally connected stucco brick is inserted into the insulation to be constructed at appropriate intervals, and the reinforcing means for smooth air distribution of the interior space between the stucco brick and the wall It is realized by the masonry structure of stucco brick which is constructed with upper, lower ventilation means and drainage means.
도 1은 본 발명을 보여주는 일부발췌 사시도,1 is a partial perspective view showing the present invention,
도 2는 도 1의 종단면도,2 is a longitudinal cross-sectional view of FIG.
도 3은 본 발명에 적용되는 연결보강수단의 사시도,3 is a perspective view of a connecting reinforcing means applied to the present invention;
도 4는 도 3의 종단면도,4 is a longitudinal sectional view of FIG. 3;
도 5는 본 발명에 적용되는 하부 통풍수단의 사시도,5 is a perspective view of a lower ventilation means applied to the present invention,
도 6는 본 발명에 적용되는 배수수단의 사시도,6 is a perspective view of the drain means applied to the present invention,
도 7은 본 발명에 적용되는 상부 통풍수단의 사시도,7 is a perspective view of the upper ventilation means applied to the present invention,
도 8은 도 7의 종단면도.8 is a longitudinal cross-sectional view of FIG.
<도면의 주요부분에 대한 부호의 설명><Description of Symbols for Main Parts of Drawings>
100: 콘크리트 옹벽 200: 연결보강수단100: concrete retaining wall 200: connection reinforcement means
210: 앵커 220: 평면플레이트부210: anchor 220: flat plate portion
230: 돌출바부 240: 슬롯230: protrusion bar portion 240: slot
250: 끼움부 260: 연결타이250: fitting 260: connecting tie
270: 연결클립 280: 끼움홈270: connecting clip 280: fitting groove
290: 수평의 연결와이어 300: 상부통풍수단290: horizontal connection wire 300: upper ventilation means
310: 고정지지판 320: 지지프레임310: fixed support plate 320: support frame
330: 안내날개 340: 빗물방지판330: guide blade 340: rain baffle
350, 430: 통풍로 400: 하부통풍수단350, 430: Ventilation path 400: lower ventilation means
500: 배수수단500: drainage means
이하, 첨부된 도면에 의거하여 본 발명의 구성 및 작용에 대하여 상세히 살펴보기로 한다.Hereinafter, the configuration and operation of the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명의 구현을 보여주는 시공상태의 일부발췌 사시도이고 도 2는 도 1의 종단면도이다.1 is a partial perspective view of the construction state showing the implementation of the present invention and Figure 2 is a longitudinal cross-sectional view of FIG.
따라서 이를 참조하여 설명하면, 콘크리트 옹벽(100)과 옹벽(100) 사이에 콘크리트 블록(110)을 쌓고, 그 외측에 단열재(120)를 시공하고 다시 상기 단열재의 외측에 치장벽돌(130)을 종, 횡의 수직, 수평방향으로 조적하여 외장처리를 행하는 콘크리트 옹벽의 치장벽돌 조적구조에 있어서, 상기 시공되는 단열재(120)에 종, 횡의 적정 간격으로 꽂아지면서 조적되는 치장벽돌(130)을 종의 수직방향으로 일정간격으로 유지하면서 연결함과 동시에 횡의 수평으로 상기 치장벽돌(130) 상호간을 연결보강하는 연결보강수단(200)과, 상기 조적된 치장벽돌(130)의 상, 하부에 시공되어 벽체(W)와의 내부공간에 공기유통을 이루도록한 상,하부통풍수단(300), (400) 및 상기 하부통풍수단(400)의 하측에 시공되는 배수수단(500)을 갖고 조적시공 되는 구조를 갖는다.Therefore, referring to this, the concrete block 110 is stacked between the concrete retaining wall 100 and the retaining wall 100, constructing the heat insulating material 120 on the outside thereof and again closing the stucco 130 on the outside of the heat insulating material. In the masonry masonry masonry structure of the concrete retaining wall to be carried out in the vertical and horizontal direction of the lateral wall, the masonry brick 130 is squeezed while being inserted into the construction of the heat insulating material 120 at the appropriate interval between the longitudinal and horizontal. Connection reinforcement means 200 for connecting and reinforcing the masonry bricks 130 horizontally at the same time while maintaining at a constant interval in the vertical direction of the construction, and installed on the top and bottom of the masonry masonry 130 The structure having a top and bottom ventilation means 300, 400 and drainage means 500 installed on the lower side of the lower ventilation means 400 to achieve air flow in the inner space with the wall W. Has
상기 연결보강수단(200)은 도 3 및 도 4에 도시된 바와같이, 나사못등과 같은 체결부재를 수용하기 위한 구멍(221)을 상, 하에 관통한 평면플레이트부(220)의 전방으로 돌출바부(230)가 슬롯(240)을 형성하여 돌출되고, 상, 하단의 후방으로 포크형상의 끼움부(250)가 절곡형성된 앵커(210)와, 상기 돌출바부(230)의 상기 슬롯(240)에서 유동가능케 결합된 사다리꼴 형상으로 절곡된 금속봉의 연결타이(260)와, 상기 연결타이(260)와 수평의연결와이어(290)와를 다수의 끼움홈(280)으로 연결하는 연결클립(270)이 연결 구성된다.3 and 4, the connection reinforcing means 200 protrudes toward the front of the flat plate portion 220 penetrating the upper and lower holes 221 for receiving a fastening member such as a screw, etc. 230 is protruding to form a slot 240, the fork-shaped fitting portion 250 is bent to the rear of the upper, lower end 210 and the slot 240 of the protruding bar portion 230 Connection tie 260 of the metal rod bent in a trapezoidal shape coupled to the flowable connection, and the connection clip 270 for connecting the connection tie 260 and the horizontal connection wire 290 with a plurality of fitting grooves 280 is connected. It is composed.
이러한 연결보강수단(200)은 상기 단열재(120)에 앵커(210)의 후방 끼움부(250)로서 적당한 간격의 종, 횡으로 끼움시공한 상태에서 조적되는 치장벽돌(130)의 상부에 상기 연결타이(260)에 끼움홈(280)으로 연결되는 연결클립(270)의 바닥면을 안치시킨 상태에서 상기 각 연결클립(270)의 끼움홈(280)에 수평의 연결와이어(290)로 상호 연결시공 한다.The connection reinforcing means 200 is connected to the upper portion of the stucco 130 is assembled in the longitudinal, horizontally fitted state of the appropriate interval as a rear fitting portion 250 of the anchor 210 to the heat insulator 120. In a state where the bottom surface of the connecting clip 270 connected to the fitting groove 280 in the tie 260 is settled, the connection grooves 280 of the connecting clips 270 are connected to each other by horizontal connection wires 290. Construction.
이러한 상태에서 몰탈을 바르고 다시 치장벽돌(130)을 상기 연결보강수단(200)까지 조적한 상태에서 전술한 시공방법을 반복, 시공하여 치장벽돌(130)의 조적을 완료하게 된다.In this state, the mortar is applied and the stucco brick 130 is again assembled to the connection reinforcing means 200, and the above-described construction method is repeated and completed to complete the stub brick 130.
이러한 치장벽돌(130)의 조적과정에서 건축물의 바닥면 또는 상기 콘크리트 옹벽(100)과 콘크리트 옹벽(100)의 사이에 조적된 치장벽돌(130)의 상, 하부에는 도 5의 하부통풍수단(400)과 도 7 및 도 8의 상부통풍수단(300)의 횡방향의 적정간격으로 시공된다.The lower ventilation means 400 of FIG. 5 is provided on the bottom and the bottom of the stucco 130 formed between the concrete retaining wall 100 and the concrete retaining wall 100 during the masonry process of the stucco 130. ) And the upper ventilation means 300 of FIGS. 7 and 8 are installed at appropriate intervals in the transverse direction.
상기 하부통풍수단(400)은 수지재로써 전, 후판(410), (420) 사이에 격자형태의 통풍로(430)를 다수개 형성하여 이루되, 적어도 2개이상으로 상기 전,후판(410),(420)이 상호 접착되어 이룬다.The lower ventilation means 400 is formed by forming a plurality of lattice-shaped ventilation paths 430 between the front and rear plates 410 and 420 as a resin material, at least two of the front and rear plates 410. ), 420 is formed by bonding to each other.
또한 상부통풍수단(300)은 수지재로서 고정지지판(310)의 하부에 양측으로 확개된 안내날개(330, 330)를 갖고 지지프레임(320, 320)을 형성하되, 상기 지지프레임(320, 320) 사이에는 전방에서 후방으로 상향경사진 빗물방지판(340)이 일정간격이격설치되어 통풍로(350)를 형성하여 이룬다.In addition, the upper ventilation means 300 is formed of support frames 320 and 320 with guide wings 330 and 330 extended to both sides under the fixed support plate 310 as a resin material, and the support frames 320 and 320. Between) the rainwater prevention plate 340 inclined upward from the front is installed to form a ventilation path 350 by a predetermined interval spaced.
또한 상기 하부통풍수단(400)이 시공되는 위치의 하부에는 장타원 형태의 배수공(510)을 갖고 수지재로 이루는 배수수단(500)을 시공하여 치장벽돌(130)의 조적시공을 이룬다.In addition, the lower ventilation means 400 has a long oval-shaped drain hole 510 in the lower portion of the construction by constructing the drainage means 500 made of resin material to achieve the masonry construction of the stucco 130.
이러한 본 발명의 치장벽도 조적구조는 상기에서 언급한 바와 같이 연결보강수단(200)에 의해 조적된 치장벽돌(130)의 견고한 시공이 유지되어 지각변동, 내외부벽의 변동에도 균열을 막을 수 있고, 상,하부통풍수단(300, 400) 및 배수수단(500)에 의해 시공된 벽체(W)와의 내부공간에 원활한 통풍이 제공되어 습기에 의한 백화현상을 방지할 수 있는 효과가 있다.As described above, the stucco masonry structure of the present invention maintains a solid construction of the stucco brick 130, which is assembled by the connecting reinforcing means 200, and thus prevents cracks in the crustal fluctuation and the fluctuation of the inner and outer walls. The upper and lower ventilation means 300 and 400 and the drainage means 500 is provided with a smooth ventilation in the interior space with the wall (W) has the effect of preventing whitening phenomenon due to moisture.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| KR1019970051250A KR100255380B1 (en) | 1997-10-06 | 1997-10-06 | Wall structure to a decoration brick of a concrete revetment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019970051250A KR100255380B1 (en) | 1997-10-06 | 1997-10-06 | Wall structure to a decoration brick of a concrete revetment |
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| KR19990030817A true KR19990030817A (en) | 1999-05-06 |
| KR100255380B1 KR100255380B1 (en) | 2000-05-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| KR1019970051250A KR100255380B1 (en) | 1997-10-06 | 1997-10-06 | Wall structure to a decoration brick of a concrete revetment |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882227A (en) * | 2017-10-27 | 2018-04-06 | 上海市建筑装饰工程集团有限公司 | Steel construction bearing frame |
| GB2604702A (en) * | 2020-12-30 | 2022-09-14 | Hcs Innovations Ltd | Cavity fire barrier |
| CN115405064A (en) * | 2022-08-30 | 2022-11-29 | 中国建筑第七工程局有限公司 | Construction method of arc wall clay split brick by interlayer heat preservation method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100645977B1 (en) | 2005-08-09 | 2006-11-14 | 이광원 | Structure of expansion joint filler for preventing crack in piling brick using reinforcing material for outer wall and method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPS61266754A (en) * | 1985-05-20 | 1986-11-26 | 三井ホ−ム株式会社 | Brick/veneer construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882227A (en) * | 2017-10-27 | 2018-04-06 | 上海市建筑装饰工程集团有限公司 | Steel construction bearing frame |
| GB2604702A (en) * | 2020-12-30 | 2022-09-14 | Hcs Innovations Ltd | Cavity fire barrier |
| CN115405064A (en) * | 2022-08-30 | 2022-11-29 | 中国建筑第七工程局有限公司 | Construction method of arc wall clay split brick by interlayer heat preservation method |
| CN115405064B (en) * | 2022-08-30 | 2023-10-27 | 中国建筑第七工程局有限公司 | Construction method of arc wall surface clay split bricks by interlayer heat preservation method |
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