KR20210046119A - Retaining Wall Connection Structure - Google Patents

Retaining Wall Connection Structure Download PDF

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Publication number
KR20210046119A
KR20210046119A KR1020190129353A KR20190129353A KR20210046119A KR 20210046119 A KR20210046119 A KR 20210046119A KR 1020190129353 A KR1020190129353 A KR 1020190129353A KR 20190129353 A KR20190129353 A KR 20190129353A KR 20210046119 A KR20210046119 A KR 20210046119A
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South Korea
Prior art keywords
retaining wall
groove
insertion groove
fitting
connection structure
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KR1020190129353A
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Korean (ko)
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KR102316592B1 (en
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안주현
안선미
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주식회사 봉견
안선미
안주현
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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
    • E02D29/0258—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
    • 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
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • 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

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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)
  • Revetment (AREA)

Abstract

The present invention relates to an anchor plate in which the coupling force and support force for a pipe and a support bolt connected to the anchor plate configured in an anchor assembly for construction connected to an exterior material and a concrete structure are increased. According to the present invention, provided is an anchor plate having an increased bonding force and bearing capacity, in which bent portions are formed on both sides of the anchor plate when connecting an exterior material to a concrete structure, a coupling portion is formed to increase the coupling force to a pipe connected to the anchor plate, and an auxiliary through-portion to which a support nut is coupled to increase the support force for the support bolt is formed.

Description

결합력을 상승시킨 옹벽연결구조{ Retaining Wall Connection Structure }Retaining Wall Connection Structure with increased cohesion {Retaining Wall Connection Structure}

본 발명은 옹벽을 상호 연결하는 연결구조에 관한 것으로써, 수평으로 위치되는 다수개의 옹벽을 옹벽결합부재를 이용하여 손쉬운 결합과 동시에 결합력을 상승시킬 수 있는 옹벽연결구조에 관한 것이다. The present invention relates to a connection structure for interconnecting retaining walls, and to a retaining wall connection structure capable of easily coupling a plurality of retaining walls positioned horizontally by using a retaining wall coupling member and simultaneously increasing a coupling force.

우선, 종래기술을 살펴보면, First of all, looking at the prior art,

주지된 바와 같이 하천의 부지확보, 복토한 부지조성이나 복토한 도로 등에 토사의 안전과 유실을 방지하기 위하여 옹벽을 시공하고 있다. As is well known, retaining walls are installed in order to secure the site of the river, to create a covered site, or to prevent the loss of soil and soil on the covered road.

상기와 같은 옹벽시공의 일 예로서, 철근을 연결하고 콘크리트를 타설하여 양생하였는데 이러한 경우 공사기간이 많이 소요되는 등 많은 문제점이 있어 최근에는 소정의 크기로 양생된 옹벽블록을 서로 축조하고, 지오그리드를 연결하여 자갈과 흙으로 매설하는 두 가지를 볼 수 있는데, 최근에는 공사기간이 단축되는 옹벽블록을 많이 시공하고 있다. As an example of the above-described retaining wall construction, reinforcing bars were connected and concrete was poured to cure. In this case, there are many problems, such as a long construction period. Recently, retaining wall blocks cured to a predetermined size have been constructed with each other, and geogrids have been constructed. You can see two things that are connected and buried with gravel and soil. Recently, many retaining wall blocks are being constructed, which shorten the construction period.

그런데, 옹벽블록은 복토된 토사의 압력으로부터 축조된 옹벽블록을 견고한 상태로 유지하기 위하여 옹벽블록의 가운데에 견인줄을 묶어서 복토층에 말뚝으로 고정되게 하고, 또 옹벽블록의 가운데에 관통된 공간부에 주먹돌을 채워서 상하로 이웃하는 옹벽블록들이 주먹돌에 의해서 서로 맞물려지게 하는 수단을 취하고 있다. By the way, in order to keep the retaining wall block built from the pressure of the covered soil in a solid state, a tow line is tied in the middle of the retaining wall block and fixed with a stake to the cover layer, and a fist is made in the space penetrating in the center of the retaining wall block. It takes a means of filling the stones so that the adjacent retaining wall blocks up and down are meshed with each other by fist stones.

그러나, 이러한 구성만으로는 토사의 압력으로부터 옹벽블록을 견고한 상태로 유지하기에는 무리가 있기 때문에 옹벽블록으로 옹벽을 시공하였을 때 붕괴되는 사례가 있어 옹벽블록으로 축조된 옹벽의 안전상에 신뢰를 줄 수 없는 등의 문제점이 있었다. However, since it is difficult to maintain the retaining wall block in a solid state from the pressure of the soil with this configuration alone, there are cases of collapse when the retaining wall is constructed with the retaining wall block, so that it is not possible to give confidence in the safety of the retaining wall built with the retaining wall block. There was a problem.

이에 종래에는 등록번호 제20-0407953호의 '옹벽축조 구조물'이 개시되어 있지만, 상기한 문제점에 대해서는 여전히 개선되고 있지 않는 실정이다. Accordingly, conventionally, the'retaining wall construction structure' of the registration number 20-0407953 has been disclosed, but the above problems are still not improved.

본 발명은 상기한 종래기술의 문제점을 해결하기 위해 안출해낸 것으로써, 수평방향으로 다수개가 위치되는 옹벽의 상부에 삽입홈과, 끼움홈을 일측과 타 측에 각각 형성하여, 상기 각각의 옹벽에 형성된 삽입홈과 끼움홈에 상호 결합을 이루는 옹벽연결부재를 이용하여 각각의 옹벽을 결합시킬 수 있도록 하였으며, 결합 시, 삽입홈의 구조와 옹벽연결부재의 간편한 구성요소를 이용하여 결합력을 상승시킨 옹벽연결구조를 제공함에 주안점을 두고 기술적 과제로서 완성해낸 것이다. The present invention was devised to solve the problems of the prior art described above, by forming insertion grooves and fitting grooves on one side and the other side of a retaining wall in which a plurality of horizontal directions are positioned, respectively, in each of the retaining walls. Each retaining wall can be joined by using a retaining wall connecting member that is mutually coupled to the formed insertion groove and the fitting groove, and the retaining wall that increases the coupling force by using the structure of the insertion groove and the simple components of the retaining wall connection member. It was completed as a technical task with an emphasis on providing a connection structure.

이에 본 발명은 옹벽의 연결구조에 있어서, 상기 옹벽은 수평방향으로 연결을 이루는 제 1옹벽과 제 2옹벽으로 이루어지되, 상기 제 1옹벽의 일 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가진 제 1삽입홈과, 상기 제 1삽입홈의 상부면에서 측면으로 연장을 이루는 제 1끼움홈이 형성되고, 상기 제 2옹벽의 타 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가진 제 2삽입홈과, 상기 제 2삽입홈의 상부면에서 측면으로 연장을 이루는 제 2끼움홈이 형성되며, 상기 제 1옹벽의 제 1삽입홈과 제 2옹벽의 제 2삽입홈에 삽입되는 삽입부와, 상기 제 1옹벽의 제 1끼움홈과 제 2옹벽의 제 2끼움홈에 끼움 되는 끼움부로 형성된 옹벽결합부재로 이루어지는 것을 특징으로 하는 결합력을 상승시킨 옹벽연결구조를 그 기술적 특징으로 한다. Accordingly, in the present invention, in the connection structure of the retaining wall, the retaining wall is composed of a first retaining wall and a second retaining wall that are connected in a horizontal direction, and a predetermined depth is vertically spaced from one side of the first retaining wall inwardly A first insertion groove having a and a first insertion groove extending laterally from the upper surface of the first insertion groove, and a predetermined depth vertically at a portion spaced inward from the other side of the second retaining wall. A second insertion groove having a second insertion groove and a second insertion groove extending laterally from the upper surface of the second insertion groove are formed, and are inserted into the first insertion groove of the first retaining wall and the second insertion groove of the second retaining wall. A retaining wall connection structure having increased coupling force, characterized in that it comprises a retaining wall coupling member formed of an inserting portion and a fitting portion fitted into the first fitting groove of the first retaining wall and the second fitting groove of the second retaining wall. .

본 발명인 결합력을 상승시킨 옹벽연결구조에 따르면, 다수개의 옹벽이 수평방향으로 위치 시, 상기 옹벽이 상호 유동하지 않도록 각각의 옹벽을 연결함에 있어 간단한 구조와 구성요소를 이용하여 결합력을 상승시킬 수 있고, 상기 옹벽에 형성된 삽입홈의 구조와, 옹벽결합부재의 구조를 변경하여 상기 옹벽결합부재를 이용하여 결합 시, 결합력을 극대화시킬 수 있는 등 그 효과가 큰 발명이다. According to the retaining wall connection structure with increased coupling force of the present invention, when a plurality of retaining walls are positioned in the horizontal direction, the coupling force can be increased by using a simple structure and components in connecting each retaining wall so that the retaining walls do not flow with each other. , The structure of the insertion groove formed in the retaining wall and the structure of the retaining wall coupling member are changed to maximize the coupling force when the retaining wall coupling member is combined using the retaining wall coupling member.

도 1은 본 발명인 옹벽연결구조를 나타내는 정단면도
도 2는 본 발명에 사용되는 옹벽을 나타내는 평면도
도 3은 본 발명에 사용되는 옹벽을 나타내는 정단면도
도 4는 본 발명에 사용되는 옹벽결합부재를 나타내는 정면도
도 5는 본 발명의 다른 실시 예를 나타내는 평면도
도 6은 본 발명의 또다른 실시 예를 나타내는 평면도
도 7은 본 발명의 구성중 옹벽의 다른 실시 예를 나타내는 평면도
도 8은 도 7의 A-A에 대한 실시 예를 나타내는 측단면도
도 9는 도 8에 결합홈이 형성되어 있는 것을 나타내는 측단면도
도 10은 도 7에 사용되는 옹벽결합부재의 다른 실시 예를 나타내는 정면도
도 11은 도 10의 다른 실시 예를 나타내는 정면도
도 12는 본 발명에 사용되는 옹벽의 또다른 실시 예를 나타내는 측면도
도 13은 도 12의 사용을 나타내는 측면도1 is a front cross-sectional view showing a retaining wall connection structure according to the present invention
2 is a plan view showing a retaining wall used in the present invention
3 is a front cross-sectional view showing a retaining wall used in the present invention
Figure 4 is a front view showing the retaining wall coupling member used in the present invention
5 is a plan view showing another embodiment of the present invention
6 is a plan view showing another embodiment of the present invention
7 is a plan view showing another embodiment of a retaining wall in the configuration of the present invention
8 is a side cross-sectional view showing an embodiment of AA of FIG. 7
Figure 9 is a side cross-sectional view showing that the coupling groove is formed in Figure 8
10 is a front view showing another embodiment of the retaining wall coupling member used in FIG. 7
11 is a front view showing another embodiment of FIG. 10
12 is a side view showing another embodiment of a retaining wall used in the present invention
Figure 13 is a side view showing the use of Figure 12

이하, 첨부되는 도면과 관련하여 상기 목적을 달성하기 위한 본 발명의 바람직한 구성 및 작용에 대해 도 1 내지 도 13을 참고로 설명하면 다음과 같다. Hereinafter, with reference to the accompanying drawings, the preferred configuration and operation of the present invention for achieving the above object will be described with reference to FIGS. 1 to 13.

본 발명인 결합력을 상승시킨 옹벽의 연결구조는 옹벽연결구조에 있어서, 상기 옹벽은 수평방향으로 연결을 이루는 제 1옹벽(10)과 제 2옹벽(20)으로 이루어지되, 상기 제 1옹벽(10)의 일 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가진 제 1삽입홈(110)과, 상기 제 1삽입홈(110)의 상부면에서 측면으로 연장을 이루는 제 1끼움홈(120)이 형성되고, 상기 제 2옹벽(20)의 타 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가진 제 2삽입홈(210)과, 상기 제 2삽입홈(210)의 상부면에서 측면으로 연장을 이루는 제 2끼움홈(220)이 형성되며, 상기 제 1옹벽(10)의 제 1삽입홈(110)과 제 2옹벽(20)의 제 2삽입홈(210)에 삽입되는 삽입부(310)와, 상기 제 1옹벽(10)의 제 1끼움홈(120)과 제 2옹벽(20)의 제 2끼움홈(220)에 끼움 되는 끼움부(320)로 형성된 옹벽결합부재(300)로 이루어진다. In the retaining wall connection structure, the retaining wall is composed of a first retaining wall 10 and a second retaining wall 20 connected in a horizontal direction, the first retaining wall 10 A first insertion groove 110 having a predetermined depth vertically and a first insertion groove 120 extending laterally from the upper surface of the first insertion groove 110 in a portion spaced inward from one side of the first insertion groove 110 Is formed, a second insertion groove 210 having a predetermined depth vertically at a portion spaced inward from the other side of the second retaining wall 20, and a side surface from the upper surface of the second insertion groove 210 The second fitting groove 220 is formed to extend into, and an insertion portion inserted into the first insertion groove 110 of the first retaining wall 10 and the second insertion groove 210 of the second retaining wall 20 (310), and a retaining wall coupling member (300) formed of a fitting portion (320) fitted into the first fitting groove (120) of the first retaining wall (10) and the second fitting groove (220) of the second retaining wall (20) ).

상기한 본 발명에 대해 보다 상세히 설명하면, When explaining the above-described invention in more detail,

본 발명인 옹벽연결구조에는 수평방향으로 연결을 이루는 제 1옹벽(10)과 제 2옹벽(20)이 구성되며, 상기 제 1, 2옹벽(10, 20)을 상호 연결하는 옹벽결합부재(300)도 구성된다. The retaining wall connection structure according to the present invention includes a first retaining wall 10 and a second retaining wall 20 connected in a horizontal direction, and a retaining wall coupling member 300 interconnecting the first and second retaining walls 10 and 20 Also consists of.

상기 제 1옹벽(10)에는 제 1삽입홈(110)과 제 1끼움홈(120)이 형성되는데, 상기 제 1삽입홈(110)은 상기 제 1옹벽(10)의 일 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가지며 형성되고, 상기 제 1끼움홈(120)은 상기 제 1삽입홈(110)의 상부면에서 측면으로 연장을 이루며 형성된다. A first insertion groove 110 and a first fitting groove 120 are formed in the first retaining wall 10, and the first insertion groove 110 moves from one side of the first retaining wall 10 to the inside. The spaced apart portion is formed to have a predetermined depth vertically, and the first fitting groove 120 is formed to extend from the upper surface of the first insertion groove 110 to the side.

상기 제 2옹벽(20)에는 제 2삽입홈(210)과 제 2끼움홈(220)이 형성되는데, 상기 제 2삽입홈(210)은 상기 제 2옹벽(20)의 타 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가지며 형성되고, 상기 제 2끼움홈(220)은 상기 제 2삽입홈(210)의 상부면에서 측면으로 연장을 이루며 형성된다. A second insertion groove 210 and a second fitting groove 220 are formed in the second retaining wall 20, and the second insertion groove 210 is inward from the other side of the second retaining wall 20. The spaced apart portion is formed to have a predetermined depth vertically, and the second fitting groove 220 is formed to extend from the upper surface of the second insertion groove 210 to the side.

옹벽결합부재(300)는 삽입부(310)와 끼움부(320)로 형성되는데, 상기 삽입부(310)는 상기 제 1옹벽(10)의 제 1삽입홈(110)과 제 2옹벽(20)의 제 2삽입홈(210)에 삽입되도록 형성되고, 상기 끼움부(320)는 상기 제 1옹벽(10)의 제 1끼움홈(120)과 제 2옹벽(20)의 제 2끼움홈(220)에 끼움 되도록 형성된다. The retaining wall coupling member 300 is formed of an insertion portion 310 and a fitting portion 320, and the insertion portion 310 includes a first insertion groove 110 and a second retaining wall 20 of the first retaining wall 10. ) Is formed to be inserted into the second insertion groove 210, and the fitting portion 320 includes the first fitting groove 120 of the first retaining wall 10 and the second fitting groove of the second retaining wall 20 ( 220).

상기 옹벽결합부재(300)는 상기 제 1, 2옹벽(10, 20)에 제 1, 2삽입홈(110, 210)과, 제 1, 2끼움홈(120, 220)을 다수개 형성하여 끼움 결합할 수 있다. The retaining wall coupling member 300 is fitted by forming a plurality of first and second insertion grooves 110 and 210 and first and second fitting grooves 120 and 220 in the first and second retaining walls 10 and 20 Can be combined.

상기 제 1, 2끼움홈(120, 220)은 수평방향으로 형성되거나 또는 라운드형상으로 형성될 수 있다. The first and second fitting grooves 120 and 220 may be formed in a horizontal direction or may be formed in a round shape.

이는 옹벽이 수평방향으로 연결 시, 일정 각도의 라운드형상이 되도록 하기 위함이고, 이때, 상기 제 1, 2끼움홈(120, 220)에 결합되는 옹벽결합부재(300)의 형상도 동일하게 라운드형상으로 형성된다. This is to ensure that when the retaining wall is connected in the horizontal direction, it has a round shape of a certain angle, and at this time, the shape of the retaining wall coupling member 300 coupled to the first and second fitting grooves 120 and 220 is the same round shape. Is formed by

상기한 삽입홈과 끼움홈은 옹벽의 측면부 또는 하부에 형성될 수 있는데, 상기한 삽입홈과 끼움홈의 위치에 따라 옹벽결합부재(300)도 해당 위치에 결합될 수 있다. The insertion groove and the fitting groove may be formed at the side or lower portion of the retaining wall, and the retaining wall coupling member 300 may also be coupled to the corresponding position according to the positions of the insertion groove and the fitting groove.

상기 제 1, 2삽입홈(110, 210)에는 제 1, 2보조삽입홈(111, 211)과 제 1, 2회동홈(113, 213)이 형성된다. First and second auxiliary insertion grooves 111 and 211 and first and second rotation grooves 113 and 213 are formed in the first and second insertion grooves 110 and 210.

제 1, 2보조삽입홈(111, 211)은 상기 제 1, 2삽입홈(110, 210)에 형성되되 일 측방향으로 연장을 이루고 수직방향으로 일정 깊이를 가지며 형성된다. The first and second auxiliary insertion grooves 111 and 211 are formed in the first and second insertion grooves 110 and 210 and extend in one lateral direction and have a predetermined depth in the vertical direction.

제 1, 2회동홈(113, 213)은 상기 제 1, 2보조삽입홈(111, 211)의 하부에 형성되되 제 1, 2삽입홈(110, 210)의 끝부를 중심으로 일정 각도를 가지며 수평방향으로 형성된다. The first and second rotation grooves 113 and 213 are formed under the first and second auxiliary insertion grooves 111 and 211 and have a certain angle around the ends of the first and second insertion grooves 110 and 210. It is formed in a horizontal direction.

상기 제 1, 2회동홈(113, 213)의 끝부에는 상측 방향으로 일정 깊이를 가진 제 1, 2걸림홈(115, 215)이 형성된다. First and second locking grooves 115 and 215 having a predetermined depth in the upward direction are formed at ends of the first and second rotation grooves 113 and 213.

이에 옹벽결합부재(300)에는 상기 제 1, 2보조삽입홈(111, 211)에 삽입되는 연장삽입부(330)가 형성되는데, 삽입부(310)는 수평방향으로 회동 가능하고, 상기 삽입부(310)의 하부에 형성된다. Accordingly, the retaining wall coupling member 300 has an extension insertion portion 330 that is inserted into the first and second auxiliary insertion grooves 111 and 211, and the insertion portion 310 can be rotated in a horizontal direction, and the insertion portion It is formed in the lower part of (310).

상기 삽입부(310)에는 길이조절이 가능한 완충부재(311)가 구성되어 있다. The insertion part 310 includes a buffer member 311 capable of adjusting the length.

또한, 상기 옹벽의 상부면에는 상부로 돌출을 이루며 형성되는 돌출부(11)와, 하부면에는 상기 돌출부(11)와 동일선상에 형성되되 상기 돌출부(11)의 높이와 동일한 깊이를 가진 홈부(13)가 형성되어 있다. In addition, a protrusion 11 formed to protrude upward on the upper surface of the retaining wall, and a groove 13 formed in the same line as the protrusion 11 on the lower surface and having the same depth as the height of the protrusion 11 ) Is formed.

상기와 같은 본 발명에 따르면, 다수개의 옹벽이 수평방향으로 위치 시, 상기 옹벽이 상호 유동하지 않도록 각각의 옹벽을 연결함에 있어 간단한 구조와 구성요소를 이용하여 결합력을 상승시킬 수 있고, 상기 옹벽에 형성된 삽입홈의 구조와, 옹벽결합부재의 구조를 변경하여 상기 옹벽결합부재를 이용하여 결합 시, 결합력을 극대화시킬 수 있다. According to the present invention as described above, when a plurality of retaining walls are positioned in a horizontal direction, in connecting each retaining wall so that the retaining walls do not flow with each other, the bonding force can be increased by using a simple structure and components, and the retaining wall When the structure of the formed insertion groove and the structure of the retaining wall coupling member are changed and combined using the retaining wall coupling member, the coupling force can be maximized.

10 : 제 1옹벽 20 : 제 2옹벽
11 : 돌출부 13 : 홈부
110 : 제 1삽입홈 111 : 제 1보조삽입홈 113 : 제 1회동홈
115 : 제 1결합홈 120 : 제 1끼움홈
210 : 제 2삽입홈 211 : 제 2보조삽입홈 213 : 제 2회동홈
215 : 제 2결합홈 220 : 제 2끼움홈
300 : 옹벽결합부재
310 : 삽입부 311 : 완충부재
320 : 끼움부 330 : 연장삽입부10: first retaining wall 20: second retaining wall
11: protrusion 13: groove
110: first insertion groove 111: first auxiliary insertion groove 113: first ridge groove
115: first coupling groove 120: first fitting groove
210: second insertion groove 211: second auxiliary insertion groove 213: second ridge groove
215: second coupling groove 220: second fitting groove
300: retaining wall coupling member
310: insertion part 311: buffer member
320: fitting portion 330: extension insertion portion

Claims (4)

옹벽의 연결구조에 있어서,
상기 옹벽은 수평방향으로 연결을 이루는 제 1옹벽(10)과 제 2옹벽(20)으로 이루어지되,
상기 제 1옹벽(10)의 일 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가진 제 1삽입홈(110)과, 상기 제 1삽입홈(110)의 상부면에서 측면으로 연장을 이루는 제 1끼움홈(120)이 형성되고,
상기 제 2옹벽(20)의 타 측 측면에서 내측으로 이격된 부분에는 수직으로 일정 깊이를 가진 제 2삽입홈(210)과, 상기 제 2삽입홈(210)의 상부면에서 측면으로 연장을 이루는 제 2끼움홈(220)이 형성되며,
상기 제 1옹벽(10)의 제 1삽입홈(110)과 제 2옹벽(20)의 제 2삽입홈(210)에 삽입되는 삽입부(310)와, 상기 제 1옹벽(10)의 제 1끼움홈(120)과 제 2옹벽(20)의 제 2끼움홈(220)에 끼움 되는 끼움부(320)로 형성된 옹벽결합부재(300)로 이루어지는 것을 특징으로 하는 결합력을 상승시킨 옹벽연결구조.
In the connection structure of the retaining wall,
The retaining wall is made of a first retaining wall 10 and a second retaining wall 20 connected in a horizontal direction,
A first insertion groove 110 having a predetermined depth vertically at a portion spaced from one side of the first retaining wall 10 inwardly, and extending laterally from the upper surface of the first insertion groove 110 The first fitting groove 120 is formed,
A second insertion groove 210 having a predetermined depth vertically at a portion spaced inwardly from the other side of the second retaining wall 20, and extending laterally from the upper surface of the second insertion groove 210 A second fitting groove 220 is formed,
An insertion part 310 inserted into the first insertion groove 110 of the first retaining wall 10 and the second insertion groove 210 of the second retaining wall 20, and a first of the first retaining wall 10 Retaining wall connection structure with increased coupling force, characterized in that consisting of a retaining wall coupling member (300) formed of a fitting portion (320) fitted into the fitting groove (120) and the second fitting groove (220) of the second retaining wall (20).
 제 1항에 있어서,
상기 제 1, 2옹벽(10, 20)에는 제 1, 2삽입홈(110, 210)과, 제 1, 2끼움홈(120, 220)을 다수개 형성하여 옹벽결합부재(300)를 다수개 끼움 결합할 수 있는 것을 특징으로 하는 결합력을 상승시킨 옹벽연결구조.
The method of claim 1,
A plurality of retaining wall coupling members 300 are formed by forming a plurality of first and second inserting grooves 110 and 210 and first and second fitting grooves 120 and 220 in the first and second retaining walls 10 and 20. Retaining wall connection structure with increased bonding force, characterized in that it can be fitted by fitting.
 제 1항에 있어서,
상기 제 1, 2끼움홈(120, 220)은 수평방향으로 형성되거나 또는 라운드형상으로 형성될 수 있는 것을 특징으로 하는 결합력을 상승시킨 옹벽연결구조.
The method of claim 1,
The first and second fitting grooves 120 and 220 may be formed in a horizontal direction or in a round shape.
 제 1항에 있어서,
상기 옹벽에 형성되는 삽입홈과 끼움홈은 옹벽의 측면부 또는 하부에 형성될 수 있는 것을 특징으로 하는 결합력을 상승시킨 옹벽연결구조.

The method of claim 1,
The retaining wall connection structure with increased coupling force, characterized in that the insertion groove and the fitting groove formed in the retaining wall may be formed at a side or a lower portion of the retaining wall.
KR1020190129353A 2019-10-17 2019-10-17 Retaining Wall Connection Structure KR102316592B1 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060082487A (en) * 2005-01-12 2006-07-18 정재천 Block
KR100699235B1 (en) * 2005-12-15 2007-03-28 신용호 Connector for concrete blocks
KR100954606B1 (en) * 2009-07-30 2010-04-26 효창건설 주식회사 Block for civil engineering and construction, and construction method thereof
KR101468194B1 (en) * 2014-05-12 2014-12-08 (주)솔프로이앤이 Wave dissipating block and block assembly and method for constructing thereof
KR20150098535A (en) * 2014-02-20 2015-08-28 윤병엽 a prefabricated retaining block and all its adjuncts for assembling the block.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060082487A (en) * 2005-01-12 2006-07-18 정재천 Block
KR100699235B1 (en) * 2005-12-15 2007-03-28 신용호 Connector for concrete blocks
KR100954606B1 (en) * 2009-07-30 2010-04-26 효창건설 주식회사 Block for civil engineering and construction, and construction method thereof
KR20150098535A (en) * 2014-02-20 2015-08-28 윤병엽 a prefabricated retaining block and all its adjuncts for assembling the block.
KR101468194B1 (en) * 2014-05-12 2014-12-08 (주)솔프로이앤이 Wave dissipating block and block assembly and method for constructing thereof

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