KR100628750B1 - Protective member structure fabric for building - Google Patents

Protective member structure fabric for building Download PDF

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KR100628750B1
KR100628750B1 KR1020060015772A KR20060015772A KR100628750B1 KR 100628750 B1 KR100628750 B1 KR 100628750B1 KR 1020060015772 A KR1020060015772 A KR 1020060015772A KR 20060015772 A KR20060015772 A KR 20060015772A KR 100628750 B1 KR100628750 B1 KR 100628750B1
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South Korea
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retaining wall
block
slope
unit
building
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KR1020060015772A
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Korean (ko)
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김흥수
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(주)이명이앤씨건축사사무소
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1628—Shapes rectangular
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

A building retaining wall structure is provided to steadily support soil disposed at the inner side of the retaining wall structure and to improve appearance compared to a vertical wall by assembling steps along the slope without cutting the slope in constructing a concrete retaining wall. A building retaining wall structure installed on a slope adjacent to a building comprises a base concrete unit(10) longitudinally formed with a rain gutter(12) and a fitting groove(14) on the lowermost part of the slope; plural retaining wall block units(20) formed with a cross-shaped retaining wall block(22) having a connection groove to interpose a connection combining pin at both left and right sides and formed by vertically facing the retaining wall blocks and screw-combining plural slope adjusting bolts; and plural block combining frames(30) formed with plural insertion grooves to be fitted with the retaining wall block units; and an upper finishing block(40) formed with a combining protrusion unit at the uppermost part of the slope to be fitted into the insertion grooves of the block combining frames and an adhering surface broadening unit at one side to increase an area for burying under the ground. The retaining wall block unit settled to the fitting groove of the base concrete unit and the block combining frame are fitted and combined with each other to shape a stair-like retaining wall line to the same angle with inclination of the slope.

Description

건축용 옹벽구조물{protective member structure fabric for building}Protective member structure fabric for building}

도 1은 본 발명에 따른 건축용 옹벽구조물의 설치상태를 도시한 측면 구성도.1 is a side configuration diagram showing an installation state of a retaining wall structure for construction according to the present invention.

도 2는 본 발명에 따른 건축용 옹벽구조물의 각 구성요소를 분리 도시한 사시도.Figure 2 is a perspective view showing the separation of each component of the building retaining wall structure according to the invention.

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

10: 기초 콘크리트부, 12: 우수받이,10: foundation concrete section, 12: storm receiver,

14: 끼움부, 20: 단위 옹벽블록 유니트,14: fitting portion, 20: unit retaining wall block unit,

22: 옹벽블록, 24: 연결 체결핀,22: retaining wall block, 24: connecting fastening pin,

26: 연결홈, 28: 경사조절볼트,26: connecting groove, 28: tilt adjusting bolt,

30: 블록 체결틀, 32: 삽입홈,30: block fastening frame, 32: insertion groove,

40: 상부마감블록, 42: 결합돌출부,40: upper closing block, 42: coupling protrusion,

44: 부착면 확장부,44: attachment surface extension,

본 발명은 건축용 옹벽구조물에 관한 것으로서, 더욱 상세하게는 옹벽구조 내측에 있는 위치한 토사의 방호를 견고히 이룰 수 있게 됨과 더불어 콘크리트 옹벽을 구축하기 위해 일부로 산비탈면을 깎지 않고 경사도에 맞게 계단 조립형태로 설치함으로써 수직벽 형태로 된 무미건조함을 없애도록 하는 건축용 옹벽구조물에 관한 것이다.The present invention relates to a retaining wall structure for construction, and more particularly, it is possible to achieve the protection of the earth and sand located inside the retaining wall structure, and to install a concrete retaining wall in order to build a concrete retaining wall, in order to install the stairs to form a slope without cutting the slope. It relates to a building retaining wall structure to thereby eliminate the dryness in the form of a vertical wall.

일반적으로, 옹벽(擁壁, Retaining wall)은 토압력(土壓力)에 저항하여 흙이 무너지지 못하게 만든 벽체(壁體)로, 땅깎기 또는 흙 쌓기를 한 비탈 면이 흙의 압력으로 무너지는 것을 막기 위한 벽체를 말한다.In general, a retaining wall is a wall that prevents soil from collapsing by resisting earth pressure, and it is known that the slope surface of a ground or piled soil collapses under the pressure of soil. Say a wall to prevent.

이런 옹벽은 시공지역의 토사를 절토하거나 또는 산간지역의 계곡부 및 낮은 지역을 메우기 위해 철근 및 패널 등으로 거푸집을 형성한다. 그리고, 상기 거푸집에 콘크리트를 타설한 다음 그 배면에 토사 및 쇄석을 채워 축조되는 것이 일반적이지만, 이러한 철근콘크리트의 옹벽은 성형 및 양생 등으로 인하여 비용 및 공기 측면에서 바람직하지 않을 뿐만 아니라, 역학적 허용응력의 확보가 용이하지 않을 경우도 있다.These retaining walls form formwork with rebars and panels to cut soil from construction areas or fill valleys and lower areas in mountainous areas. In addition, after the concrete is poured into the form, it is generally constructed by filling the soil and crushed stone on the rear surface thereof. However, the retaining wall of such reinforced concrete is not preferable in terms of cost and air due to molding and curing, and also to allow mechanical stress. May not be easy to secure.

상기와 같은 문제점을 해결하고 외관상 미려한 외관을 제공하게 되는 블록형 옹벽이 널리 사용되고 있다.Block-shaped retaining walls are widely used to solve the above problems and provide a beautiful appearance.

그러나, 상기와 같은 종래 블록형 옹벽구조는 토사 등이 저장되기 위한 공간이 지면과 수평 구조를 이루기 때문에, 우천시 토사가 하천으로 쓸려 내려갈 가능성이 크며, 옹벽구조 내측에 있는 토사가 유실될 가능성이 높아지게 되는 구조적인 문제점이 있었다.However, in the conventional block-type retaining wall structure as described above, since the space for storing the earth and sand forms a horizontal structure with the ground, the soil is likely to be swept down to the river during rainy weather, and the possibility of the soil inside the retaining wall structure is lost is increased. There were becoming structural issues.

또한, 개별의 블록형 옹벽이 상호 결합 됨에 있어서, 상호 간의 결합력을 높 여주기 위한 별도의 구조가 없는 것에 의하여 구조물이 불안정한 상태를 갖게 되는 문제점이 있었다.In addition, when the individual block retaining walls are mutually coupled, there is a problem that the structure is in an unstable state because there is no separate structure for increasing the mutual bonding force.

따라서, 본 발명은 상기 제반문제를 해결하기 위해 창출된 것으로서, 그 목적은, 옹벽구조 내측에 있는 위치한 토사의 방호를 견고히 이룰 수 있게 됨과 더불어 콘크리트 옹벽을 구축하기 위해 일부로 산비탈면을 깎지 않고 경사도에 맞게 계단 조립형태로 설치함으로써 수직벽 형태로 된 무미건조함을 없애도록 하는 건축용 옹벽구조물을 제공함에 있다. Therefore, the present invention was created to solve the above problems, the object of which is to secure the protection of the earth and sand located inside the retaining wall structure, and to build a concrete retaining wall in part to the slope without cutting the slope It is to provide a building retaining wall structure to eliminate the dryness in the form of vertical wall by installing in the form of stair assembly accordingly.

상기 목적을 달성하기 위해 본 발명은, The present invention to achieve the above object,

건축물과 인접되는 비탈면에 설치되는 옹벽구조물에 있어서,In a retaining wall structure installed on a slope adjacent to a building,

비탈면의 최저부에 우수받이와 끼움홈이 길이방향으로 형성된 기초 콘크리트부와;A base concrete part having an excellent receiving part and a fitting groove formed in a longitudinal direction at a lowermost part of a slope;

좌우 양측에 연결 체결핀이 개재될 수 있도록 연결홈이 형성된 ┼자형태의 옹벽블록과, 그 옹벽블록 간의 수직방향 맞대향 배치 및 다수의 경사조절볼트의 나사결합에 의해 구성되는 다수의 단위 옹벽블록 유니트와;A plurality of unit retaining wall blocks constituted by a U-shaped retaining wall block having a connecting groove formed at both left and right sides thereof, and a vertically opposed arrangement between the retaining wall blocks and a screw coupling of a plurality of inclined adjustment bolts. A unit;

상기 단위 옹벽블록 유니트와 끼움결합되도록 다수의 삽입홈이 형성된 다수의 블록 체결틀;을 포함하되,Includes; a plurality of block fastening frame formed with a plurality of insertion grooves to be fitted to the unit retaining wall block unit;

상기 기초 콘크리트부의 끼움홈에 안착되는 하나의 단위 옹벽블록 유니트로부터 블록 체결틀 및 단위 옹벽블록 유니트 간의 격간 끼움결합으로 비탈면의 경사 도와 같은 계단형 옹벽라인이 형성되며;A stepped retaining wall line such as a slope of a slope is formed by the interspace fitting between the block fastening frame and the unit retaining wall block unit from one unit retaining wall block unit seated in the fitting groove of the basic concrete part;

상기 비탈면의 최상부에, 블록 체결틀의 일측 삽입홈에 끼워지도록 결합돌출부를 갖고, 일측에는 매립에 의한 부착면적을 크게 하기 위한 부착면 확장부를 갖는 상부마감블록;을 포함하여 구성된 특징을 갖는다. The upper finishing block has a coupling protrusion to be fitted into one side insertion groove of the block fastening frame, the upper side closing block having an attachment surface extension for increasing the attachment area by the buried surface at the top of the slope.

이하 본 발명을 첨부한 도면에 의거하여 보다 상세하게 설명하면 다음과 같다. Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명에 따른 건축용 옹벽구조물의 설치상태를 도시한 측면 구성도이고, 도 2는 본 발명에 따른 건축용 옹벽구조물의 각 구성요소를 분리 도시한 사시도이다.1 is a side configuration diagram showing an installation state of a building retaining wall structure according to the present invention, Figure 2 is a perspective view showing the separated components of the building retaining wall structure according to the present invention.

본 발명은 도 1 및 도 2에 도시된 바와 같이,As the present invention is shown in Figures 1 and 2,

건축물과 인접되는 비탈면에 설치되는 옹벽구조물에 있어서,In a retaining wall structure installed on a slope adjacent to a building,

비탈면의 최저부에 우수받이(12)와 요철형상의 끼움홈(14)이 길이방향으로 형성된 기초 콘크리트부(10)가 옹벽이 설치되는 범위에 타설된다.The base concrete portion 10, in which the rainwater receiving 12 and the uneven fitting groove 14 are formed in the longitudinal direction at the bottom of the inclined surface, is placed in a range in which the retaining wall is installed.

또한 좌우 양측에 연결 체결핀(24)이 개재될 수 있도록 연결홈(26)이 형성된 ┼자형태의 옹벽블록(22)과, 그 옹벽블록(22)간의 수직방향 맞대향 배치 및 다수의 경사조절볼트(28)의 나사결합에 의해 구성되는 다수의 단위 옹벽블록 유니트(20)가 구성된다. In addition, there is a U-shaped retaining wall block 22 having a connecting groove 26 formed therein so that the connecting fastening pins 24 can be interposed on both left and right sides, and a vertically opposed arrangement and a plurality of inclination adjustments between the retaining wall blocks 22 are provided. A plurality of unit retaining wall block units 20 constituted by screwing bolts 28 are configured.

상기 단위 옹벽블록 유니트(20)의 경사조절볼트(28)은 그 옹벽블록(22)의 수직방향 맞대향 배치를 유지시키기 위한 측방으로 다수 연결 설치되는 지지부재이기도 하지만 풀고 조이는 정도에 의해 상측 옹벽블록(22)의 배치각도를 임의로 조절 할 수 있는 각도조절부재로써의 쓰임새로 이용된다. The inclined adjustment bolt 28 of the unit retaining wall block unit 20 is a supporting member that is installed in a plurality of sides in order to maintain the vertically opposed arrangement of the retaining wall block 22, but the upper retaining wall block by the degree of loosening and tightening. It is used as an angle adjusting member that can arbitrarily adjust the placement angle of (22).

한편, 상기 단위 옹벽블록 유니트(20)와 끼움결합되도록 다수의 삽입홈(32)이 형성된 다수의 블록 체결틀(30)이 구비된다. On the other hand, a plurality of block coupling frame 30 is provided with a plurality of insertion grooves 32 to be fitted to the unit retaining wall block unit 20.

이렇듯 구비되는 상기의 구성요소들은 상기 기초 콘크리트부(10)의 끼움홈(14)에 안착되는 하나의 단위 옹벽블록 유니트(20)로부터 블록 체결틀(30)의 삽입홈(32) 및 단위 옹벽블록 유니트(20)간의 격간 끼움결합으로써 비탈면의 경사도와 같은 계단형 옹벽라인이 형성된다.The above-described components are provided with the insertion groove 32 and the unit retaining wall block of the block fastening frame 30 from one unit retaining wall block unit 20 seated in the fitting groove 14 of the foundation concrete part 10. By interfitting between the units 20, a stepped retaining wall line such as a slope of a slope is formed.

또한 상기 비탈면의 최상부에, 블록 체결틀(30)의 일측 삽입홈(32)에 끼워지도록 결합돌출부(42)를 갖고, 일측에는 매립에 의한 부착면적을 크게 하기 위한 부착면 확장부(44)를 갖는 상부마감블록(40)이 구성된다. In addition, the upper surface of the inclined surface, has a coupling protrusion 42 to be fitted into the insertion groove 32 of one side of the block fastening frame 30, one side of the attachment surface expansion portion 44 for increasing the attachment area by the buried The upper closing block 40 having is configured.

상기와 같이 구성된 본 발명의 작동상태를 설명하면 다음과 같다. Referring to the operating state of the present invention configured as described above are as follows.

먼저 기초 거푸집을 이용하여 우수받이(12)와 끼움홈(14)이 형성되어질 수 있도록 짜고 옹벽구조물이 설치될 범위에 콘크리트를 타설하고 일정 양생기간을 거쳐 기초 콘크리트부(10)를 구축한다. First, using the foundation formwork, weaving so that the rain gutter 12 and the fitting groove 14 can be formed, and the concrete is placed in the range where the retaining wall structure will be installed, and the foundation concrete part 10 is constructed through a certain curing period.

이 후 옹벽블록(22)과 옹벽블록(22)을 서로 수직방향으로 맞댄 다음 경사조절볼트(28)를 측방에 개재 고정시켜 하나의 단위 옹벽블록 유니트(20)를 만드는 방법을 통해 다수의 단위 옹벽블록 유니트(20)와 두 개의 삽입홈(32)이 형성된 블록 체결틀(30)을 구비한다. Thereafter, the retaining wall block 22 and the retaining wall block 22 are aligned with each other in the vertical direction, and then the inclined adjustment bolt 28 is fixed to the side to form one unit retaining wall block unit 20. A block fastening frame 30 having a block unit 20 and two insertion grooves 32 is provided.

첫 번째의 단위 옹벽블록 유니트(20)를 기초 콘크리트부(10)의 끼움홈(14)에 안착시키고 그 상부에 블록 체결틀(30)을 위치시켜 상기 블록 체결틀(30)의 일측 삽입홈(32)에 끼워지도록 한 다음 상기 블록 체결틀(30)의 타측 삽입홈(32)으로 또 다른 단위 옹벽블록 유니트(20)를 끼우는 연속조립순서을 통해 계단형의 옹벽구조물이 이루어지며, 비탈면과 상기 옹벽구조물 사이 공간부에 단계적으로 매립토를 충진하여 상기 옹벽구조물이 견고하게 지지될 수 있도록 한다. The first unit retaining wall block unit 20 is seated in the fitting groove 14 of the foundation concrete part 10 and the block fastening frame 30 is positioned on the upper portion of the one side of the block fastening frame 30 ( 32) and then the step retaining wall structure is formed through a continuous assembly sequence of inserting another unit retaining wall block unit 20 into the other insertion groove 32 of the block fastening frame 30, the slope and the retaining wall Filling the buried soil step by step in the space between the structures to ensure that the retaining wall structure is firmly supported.

상기 이러한 단위 옹벽블록 유니트(20)의 설치과정에서 부득이 옹벽블록(22)의 경사각도를 조정하고자 하는 경우에는 측방에 설치된 경사조절볼트(24)의 풀고 조이는 임의정도를 조절하게 되면 쉽게 가능해진다.In the case of inevitably adjusting the inclination angle of the retaining wall block 22 during the installation of the unit retaining wall block unit 20, loosening and tightening of the inclined adjustment bolt 24 provided on the side can be easily performed by adjusting an arbitrary degree.

마지막으로 최상부의 블록 체결틀(30)의 삽입홈(32)에는 상부마감블록(40)의 결합 돌출부(42)를 끼움과 동시에 그 블록의 부착면 확장부(44)가 비탈면의 매립토에 깊숙히 정착되도록 함으로서 전체적으로 옹벽구조물의 지지가 더욱 견고해지도록 한다.Finally, the insertion groove 32 of the upper closing block 40 is fitted into the insertion groove 32 of the upper block fastening frame 30, and at the same time, the attachment surface extension 44 of the block is deeply fixed to the burial soil on the slope. By doing so, the support of the retaining wall structure as a whole becomes more firm.

이상에서 설명한 본 발명은 전술한 실시예 및 첨부된 도면에 의해 한정되는 것은 아니고, 본 발명의 기술적 사상을 벗어나지 않는 범위 내에서 여러 가지 치환, 변경 및 변경이 가능하다는 것이 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에게 있어 명백할 것이다.The present invention described above is not limited to the above-described embodiments and the accompanying drawings, and various substitutions, changes, and modifications are possible in the technical field of the present invention without departing from the technical spirit of the present invention. It will be clear to those of ordinary knowledge.

이상에서와 같은 본 발명의 옹벽구조물을 적용하게 되면, 콘크리트 옹벽을 구축하기 위해 일부로 산비탈면을 깎지 않고 경사도에 맞도록 계단형태로 조립할 수 있기 때문에 자연친화적이고, 시공비를 절감할 수 있으며, 또한 비탈면 토사와의 부착면적이 커 토사의 방호를 더욱 견고히 이룰 수 있으며, 수직벽 형태로 된 종래의 옹벽에 비해 인근 주민들로 하여금 위압적이지 않고 단조롭지 않는 느낌을 제공하여 줄 수 있는 효과가 있다. Applying the retaining wall structure of the present invention as described above, because it can be assembled in a step shape to fit the slope without cutting the mountain slope partly to build a concrete retaining wall, it is nature-friendly, can reduce the construction cost, and also slope The large area of attachment with soil and sand can protect the soil more firmly, and compared with conventional retaining walls in the form of vertical walls, it is possible to provide nearby residents with a feeling of not overbearing and monotonous.

Claims (1)

건축물과 인접되는 비탈면에 설치되는 옹벽구조물에 있어서,In a retaining wall structure installed on a slope adjacent to a building, 비탈면의 최저부에 우수받이(12)와 끼움홈(14)이 길이방향으로 형성된 기초 콘크리트부(10)와;A base concrete portion 10 in which the rainwater receiving 12 and the fitting groove 14 are formed in the longitudinal direction at the bottom of the inclined surface; 좌우 양측에 연결 체결핀(24)이 개재될 수 있도록 연결홈(26)이 형성된 ┼자형태의 옹벽블록(22)과, 그 옹벽블록(22)간의 수직방향 맞대향 배치 및 다수의 경사조절볼트(28)의 나사결합에 의해 구성되는 다수의 단위 옹벽블록 유니트(20)와;A vertically opposed arrangement between the U-shaped retaining wall block 22 having a connecting groove 26 formed thereon so that the connecting fastening pins 24 can be interposed between the left and right sides, and the plurality of inclined adjustment bolts. A plurality of unit retaining wall block units (20) constituted by screwing in (28); 상기 단위 옹벽블록 유니트(20)와 끼움결합되도록 다수의 삽입홈(32)이 형성된 다수의 블록 체결틀(30);을 포함하되,And a plurality of block fastening frames 30 in which a plurality of insertion grooves 32 are formed to be fitted with the unit retaining wall block unit 20. 상기 기초 콘크리트부(10)의 끼움홈(14)에 안착되는 하나의 단위 옹벽블록 유니트(20)로부터 블록 체결틀(30) 및 단위 옹벽블록 유니트(20)간의 격간 끼움결합으로 비탈면의 경사도와 같은 계단형 옹벽라인이 형성되며;The slope of the inclined surface is such as the interlocking between the block fastening frame 30 and the unit retaining wall block unit 20 from one unit retaining wall block unit 20 seated in the fitting groove 14 of the foundation concrete part 10. A stepped retaining wall line is formed; 상기 비탈면의 최상부에, 블록 체결틀(30)의 일측 삽입홈(32)에 끼워지도록 결합돌출부(42)를 갖고, 일측에는 매립에 의한 부착면적을 크게 하기 위한 부착면 확장부(44)를 갖는 상부마감블록(40);을 포함하여 구성됨을 특징으로 하는 건축용 옹벽구조물.At the top of the inclined surface, it has a coupling protrusion 42 so as to fit in one side insertion groove 32 of the block fastening frame 30, and one side has an attachment surface expansion portion 44 for increasing the attachment area by embedding Retaining wall structure for building, characterized in that comprises ;;
KR1020060015772A 2006-02-17 2006-02-17 Protective member structure fabric for building KR100628750B1 (en)

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