KR102034558B1 - Retaining wall structure of block integrative - Google Patents

Retaining wall structure of block integrative Download PDF

Info

Publication number
KR102034558B1
KR102034558B1 KR1020180111373A KR20180111373A KR102034558B1 KR 102034558 B1 KR102034558 B1 KR 102034558B1 KR 1020180111373 A KR1020180111373 A KR 1020180111373A KR 20180111373 A KR20180111373 A KR 20180111373A KR 102034558 B1 KR102034558 B1 KR 102034558B1
Authority
KR
South Korea
Prior art keywords
retaining wall
vertical
support
block
rod
Prior art date
Application number
KR1020180111373A
Other languages
Korean (ko)
Inventor
박서현
Original Assignee
박서현
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 박서현 filed Critical 박서현
Priority to KR1020180111373A priority Critical patent/KR102034558B1/en
Application granted granted Critical
Publication of KR102034558B1 publication Critical patent/KR102034558B1/en

Links

Images

Classifications

    • 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
    • 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

Landscapes

  • 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

The present invention relates to a retaining wall structure which integrates a block, and comprises: a retaining wall block (110) which is provided with a support curved unit (111a) formed on the right and left of a vertical penetration hole (111), an inclined protruding unit (114) formed on the right and left, and a vertical support hole (112) vertically provided at the rear of the inclined protruding unit (114); and a block connecting unit (120) which, in a state in which the retaining wall block (110) is accumulated, allows a main vertical rod (121) to come in contact with the support curved unit (111a) in right and left directions while penetrating the same, and allows the vertical support hole (112) to be penetrated by an auxiliary vertical rod (122), and is provided with a rod supporter (123) coupled to the main vertical rod (121) and the auxiliary vertical rod (122) to support and guide from the rear. Therefore, the entire retaining wall can be integrated in a convenient and efficient manner, thereby maintaining a solid supporting force. Furthermore, a simple structure of the present invention guarantees a highly efficient supporting force. In addition, various curvatures can be applied without difficulties to perform a process.

Description

블록을 일체화시키는 옹벽 구조물{RETAINING WALL STRUCTURE OF BLOCK INTEGRATIVE}Retaining wall structure integrating blocks {RETAINING WALL STRUCTURE OF BLOCK INTEGRATIVE}

본 발명은 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법에 관한 것으로, 상세하게는 블록 전체를 일체화시켜 견고한 지지력을 유지할 수 있도록 하는 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법에 관한 것이다.The present invention relates to a retaining wall structure for integrating a block and a construction method thereof, and more particularly, to a retaining wall structure for integrating a block for integrating an entire block to maintain a solid supporting force and a construction method thereof.

일반적으로 옹벽(擁壁)이라 함은 토압력에 저항하여 토사가 무너지지 않도록 하기 위한 구조물을 지칭하는 것으로, 표고 차이를 유지하기 위하여 벽의 한쪽 면 상에서 물질을 억누르는 벽체로서 정의된다.In general, the retaining wall refers to a structure for preventing soil from falling down in response to earth pressure, and is defined as a wall that suppresses a material on one side of a wall to maintain an elevation difference.

옹벽이 갖춰야 할 조건으로는 상부 구조물과 토압에 충분히 견딜 수 있어야 하며, 내구성이 좋고 재료의 확보가 용이하고 시공이 간편해야 하는바, 널리 사용하는 축대는 이러한 요구사항을 대체로 갖추고 있지만, 토압과 수압에 대한 저항능력이 떨어져 중요 구조물을 축조할 경우 안정성과 내구성이 우수한 철근 콘크리트 옹벽으로 대체되어 왔다.The retaining wall must be able to withstand the upper structure and earth pressure sufficiently, be durable, easy to secure and easy to install. The widely used shafts have these requirements, but the earth pressure and hydraulic pressure It has been replaced by reinforced concrete retaining wall, which has high stability and durability when building critical structures due to its low resistance to heat.

이러한 콘크리트 옹벽은 현재 일반적으로 사용되는 구조물이지만, 건설 시장의 전문 기능 인력 부족과 그에 따른 인건비 상승, 현장 타설 콘크리트에 대한 품질 관리의 어려움, 옹벽 높이가 증가할 경우나 곡선처리가 필요한 경우 등 구조적인 취약점과 시공비 상승과 부동 침하, 지진에 대한 안전성이 떨어지고, 지반 성질의 영향을 받으며, 콘크리트 특성상 동절기엔 시공이 어려운 점, 등 많은 문제점이 노출되었다Although these concrete retaining walls are currently commonly used structures, they are structurally in need, such as lack of professional manpower in the construction market and labor costs, difficulty in quality control for cast-in-place concrete, and when the retaining wall height is increased or curves are required. Many problems have been exposed such as weakness, rising construction cost, floating settlement, safety against earthquakes, being affected by soil properties, and difficulty in construction in winter due to the nature of concrete.

따라서, 지반의 영향을 최소화하고, 곡선처리가 유연하며, 경제적으로 우수하고, 시공 시기를 가리지 않으며 안정성과 내구성이 우수한 옹벽의 개발이 지속적으로 요구되어 왔다.Therefore, there has been a continuous demand for the development of a retaining wall which minimizes the influence of the ground, is flexible, economically superior, and does not cover construction time, and has excellent stability and durability.

종래의 기술로는 등록특허 제10-1828576호(명칭 : 보강도 옹벽의 축조 구조)등이 있다. Conventional technologies include Patent No. 10-1828576 (Name: Construction structure of reinforcement retaining wall).

따라서 본 발명의 주 목적은 옹벽블록 전체를 간편하고 효율적으로 일체화시켜 견고한 지지력을 유지할 수 있도록 하는 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 제공하는 데 있다.Therefore, the main object of the present invention is to provide a retaining wall structure and a construction method for integrating the block to maintain a solid supporting force by simply and efficiently unifying the whole retaining wall block.

본 발명의 다른 목적은 간단한 구조로 고효율의 지지력을 확보하고 어려움 없이 다양한 곡률을 적용하여 작업을 수행할 수 있도록 하는 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 제공하는 데 있다.Another object of the present invention is to provide a retaining wall structure and a construction method for integrating a block to secure a high-efficiency bearing capacity with a simple structure and to perform various curvatures without difficulty.

상기한 목적을 달성하기 위하여 본 발명의 블록을 일체화시키는 옹벽 구조물 은 수직관통공의 좌우에 지지만곡부를 형성하고 좌우로 경사돌출부를 형성하되 경사돌출부의 후측에 수직으로 수직지지공을 형성한 옹벽블록과; 상기 옹벽블록의 적층상태에서 지지만곡부에 메인수직봉을 죄우로 밀착시키면서 관통시키고 수직지지공에 보조수직봉을 관통시켜 형성하되 메인수직봉과 보조수직봉에 결합하여 후방으로 지지 가이드하는 봉지지구를 구비한 블록연결부로 구성함을 그 기술적 구성상 기본특징으로 한다.In order to achieve the above object, the retaining wall structure incorporating the block of the present invention has a retaining wall block formed on the left and right sides of the vertical through hole, but forms a curved portion and an inclined protrusion on the left and right, and forms a vertical support hole on the rear side of the inclined protrusion. and; In the laminated state of the retaining wall block, but the main vertical rods in the curved portion in close contact with the right and formed through the auxiliary vertical rods through the vertical support hole, but coupled to the main vertical rods and the auxiliary vertical rods are provided with a support rod supporting the rear One block connection is a basic feature of the technical configuration.

따라서 본 발명의 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법은 옹벽블록의 적층으로 형성시킨 상하의 지지만곡부에 메인수직봉을 관통시켜 밀착시키고 옹벽블록의 좌우에 각각 형성한 수직지지공에 보조수직봉을 관통시켜 하측의 지지후면부에 보조수직봉을 각각 밀착시켜 고리의 연결축 형상으로 연결하여 옹벽블록의 상하를 좌우로 연결하므로 견고하게 결합할 수 있을 뿐만 아니라 곡면 설치가 용이하도록 하고, 봉지지구를 메인수직봉과 보조수직봉을 결합시켜 상하좌우로 연결하여 적층시킨 옹벽블록 전체를 일체화시켜 수압이나 토압 등의 압력을 효율적으로 분산하도록 유도함과 동시에 옹벽블록 전체를 간편하고 효율적으로 일체화시켜 견고한 지지력을 유지할 수 있도록 할 뿐만 아니라 간단한 구조로 고효율의 지지력을 확보하고 어려움 없이 다양한 곡률을 적용하여 작업을 수행할 수 있도록 하는 효과가 있다.Therefore, the retaining wall structure and the construction method of integrating the block of the present invention is the auxiliary vertical rods in the vertical support holes formed on the left and right sides of the retaining wall block by closely adhering the main vertical rods to the upper and lower curved portions formed by stacking the retaining wall blocks. Subsidiary vertical rods are attached to the supporting rear part of the lower side by penetrating and connected in the shape of the connecting shaft of the ring to connect the upper and lower sides of the retaining wall block to the left and right, so that they can be firmly combined and easy to install the curved surface. By combining vertical rods and auxiliary vertical rods, the whole retaining wall blocks can be integrated by connecting them vertically, horizontally, vertically, and horizontally to induce the distribution of water pressure and earth pressure. In addition to ensuring high efficiency, It is effective to apply various curvatures without difficulty.

도 1 은 본 발명에 따른 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 설명하기 위해 나타낸 사시도.
도 2 는 본 발명에 따른 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 설명하기 위해 나타낸 단면도.
도 3 은 본 발명에 따른 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 설명하기 위해 나타낸 사시도.
도 4 는 본 발명에 따른 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 설명하기 위해 옹벽블록을 나타낸 사시도.
도 5 는 본 발명에 따른 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 설명하기 위해 옹벽블록 적층상태를 나타낸 평면도.
도 6 본 발명에 따른 블록을 일체화시키는 옹벽 구조물 및 그 시공 방법을 설명하기 위해 나타낸 투시도.BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing for explaining a retaining wall structure and a construction method for integrating a block according to the present invention.
Figure 2 is a cross-sectional view showing for explaining the retaining wall structure and its construction method of integrating the block according to the present invention.
Figure 3 is a perspective view for explaining the retaining wall structure and its construction method to integrate the block according to the present invention.
Figure 4 is a perspective view showing a retaining wall block for explaining the retaining wall structure and its construction method of integrating the block according to the present invention.
Figure 5 is a plan view showing a retaining wall block laminated state to explain the retaining wall structure and its construction method to integrate the block according to the present invention.
Figure 6 is a perspective view shown to explain the retaining wall structure and the construction method for integrating the block according to the present invention.

이하, 첨부한 도면을 참조하면서 본 발명의 실시 예를 상세하게 설명하면 다음과 같다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 1 내지 도 6 에 나타낸 바와 같이 본 발명의 블록을 일체화시키는 옹벽 구조물(100)은 수직관통공(111)의 좌우에 지지만곡부(111a)를 형성하고 좌우로 경사돌출부(114)를 형성하되 경사돌출부(114)의 후측에 수직으로 수직지지공(112)을 형성한 옹벽블록(110); 및 상기 옹벽블록(110)의 적층상태에서 지지만곡부(111a)에 메인수직봉(121)을 좌우로 밀착시키면서 관통시키고 수직지지공(112)에 보조수직봉(122)을 관통시켜 형성하되 메인수직봉(121)과 보조수직봉(122)에 결합하여 후방으로 지지 가이드하는 봉지지구(123)를 구비한 블록연결부(120)로 구성한다.As shown in FIGS. 1 to 6, the retaining wall structure 100 incorporating the block of the present invention is formed on the left and right sides of the vertical through hole 111 but forms the curved portion 111a and the inclined protrusion 114 is formed on the left and right sides. A retaining wall block 110 having a vertical support hole 112 vertically formed at a rear side of the protrusion 114; And while the retaining wall block 110 is laid in the main vertical bar 121 to the left and right close contact with the curved portion (111a) and the vertical support hole 112 is formed by penetrating the auxiliary vertical bar 122 to the main vertical Combining the rod 121 and the auxiliary vertical rod 122 is composed of a block connecting portion 120 having a rod support 123 for supporting the guide back.

상기 옹벽블록(110)은 중앙에 수직관통공(111)을 형성하고 수직관통공(111)의 좌우에 지지만곡부(111a)를 후측에 지지후면부(111b)를 형성하고 옹벽블록(110)의 길이쌓기에서 상하의 지지만곡부(111a)가 메인수직통로를 형성하여 메인수직봉(121)을 관통시킬 수 있도록 하므로 상하좌우의 적층하는 모든 옹벽블록(110)을 연결할 수 있도록 함이 바람직하다.The retaining wall block 110 forms a vertical through hole 111 in the center and is formed on the left and right sides of the vertical through hole 111, but forms a support rear part 111 b at the rear side of the vertical part 111 and the length of the retaining wall block 110. In the stacking up and down, but the curved portion (111a) to form a main vertical passage to penetrate the main vertical bar 121, it is preferable to be able to connect all the retaining wall blocks (110) stacked up, down, left and right.

더욱이, 옹벽블록(110)의 후측 좌우에는 수직으로 수직지지공(112)을 형성하여 보조수직봉(122)을 관통시키되 옹벽블록(110)의 길이쌓기에서 하측 지지후면부(111b)에 보조수직봉(122)이 밀착할 수 있도록 형성함이 바람직하다.
더불어, 옹벽블록(110)의 좌우 각각에 메인수직봉(121)과 한 쌍의 보조수직봉(122)으로 3점 지지지할 수 있도록 하므로 견고한 지지력을 확보할 수 있도록 할 뿐만 아니라 초기 옹벽블록(110)을 적층할 때에서 옹벽블록(110)의 유동이 거의 없이 견고한 적층상태를 유지하므로 안전하게 작업할 수 있도록 한다.Furthermore, the vertical support hole 112 is vertically formed at the rear left and right sides of the retaining wall block 110 to penetrate the auxiliary vertical rod 122, but the auxiliary vertical rod is disposed on the lower support rear portion 111b in the length stacking of the retaining wall block 110. It is preferable to form so that 122 may be in close contact.
In addition, since the main vertical rod 121 and the pair of auxiliary vertical rods 122 can be supported on each of the left and right sides of the retaining wall block 110, the initial retaining wall block 110 can be secured as well as securing a solid supporting force. ) In stacking the retaining wall block 110 so that there is little flow to maintain a solid stacking state so that you can work safely.

또한, 수직지지공(112)는 장공으로 형성하여 좌우로 약간의 유격을 갖도록하여 곡면설치를 원활하게 수행할 수 있도록 한다.
특히 메인수직봉(121)과 보조수직봉(122)은 옹벽블록(110)을 적층시 상하의 지지만곡부(111a)가 메인수직통로를 형성하여 메인수직봉(121)을 관통시켜 메인수직봉(121)의 전후 위치를 조절하면서 옹벽블록(110)의 굴곡을 조절할 수 있도록 함이 이상적이다.In addition, the vertical support hole 112 is formed as a long hole to have a slight play to the left and right to smoothly perform the curved installation.
In particular, the main vertical rods 121 and the auxiliary vertical rods 122 support the upper and lower supports when the retaining wall blocks 110 are stacked, but the curved portions 111a form the main vertical passages so that the main vertical rods 121 penetrate the main vertical rods 121. Ideally, it is possible to adjust the curvature of the retaining wall block 110 while adjusting the front and rear positions.

여기서 수직지지공(112)의 상면에는 가이드홈(113)을 형성하여 봉지지구(123)를 안착시키도록 한다.Here, the guide groove 113 is formed on the upper surface of the vertical support hole 112 to seat the rod support 123.

나아가, 옹벽블록(110)의 좌우를 측방으로 비교적 뽀족하게 형성하여 좌우로 경사돌출부(114)을 형성하되 일측의 경사돌출부(114)에 끼움홈(115)을 형성하고 타측의 경사돌출부(114)에 끼움돌기(116)를 형성하여 곡면설치가 용이하도록 한다.Furthermore, the left and right sides of the retaining wall block 110 are formed relatively sharply to the side to form the inclined protrusion 114 to the left and right, but the fitting groove 115 is formed in the inclined protrusion 114 on one side and the inclined protrusion 114 on the other side. Forming the fitting protrusions 116 to facilitate the installation of the surface.

아울러 옹벽블록(110)의 상면과 저면 좌우에는 적층홈(118)과 적층돌기(117)를 형성하여 정확하고 간편하게 적층할 수 있도록 하되 적층홈(118)을 좌우로 약간길게 형성하여 옹벽블록(110)의 곡선적층에 유리하도록 함이 바람직하다.In addition, the upper and lower left and right sides of the retaining wall block 110 may be formed with a stacking groove 118 and a stacking protrusion 117 so as to accurately and easily stack the stacking grooves 118 slightly left and right to form the retaining wall block 110. It is preferable to be advantageous to the curved lamination.

더욱이, 적층홈(118)나 적층돌기(117)의 간격을 연접하는 적층홈(117)나 적층돌기(118)의 간격과 동일하게 형성하여 연접하는 옹벽블록(110)과의 견고한 지지력을 얻을 수 있도록 함과 동시에 곡면처리가 용이하도록 한다.In addition, it is possible to obtain a solid support force with the retaining wall block 110 to be formed by forming the same as the gap between the stacking groove 117 or the stacking projection 118 to connect the gap between the stacking groove 118 or the stacking projection 117. At the same time to facilitate the surface treatment.

상기 블록연결부(120)는 옹벽블록(110)의 적층으로 형성시킨 상하의 지지만곡부(111a)에 메인수직봉(121)을 관통시켜 밀착시키고, 옹벽블록(110)의 좌우에 각각 형성한 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측의 지지후면부(111b)에 보조수직봉(122)이 각각 밀착할 수 있도록 형성한다.The block connection portion 120 is formed by stacking the retaining wall block 110, the upper and lower support portion 111a through the main vertical rods 121 to be in close contact with each other, and vertical support holes formed on the left and right sides of the retaining wall block 110, respectively. The auxiliary vertical rods 122 penetrate through the 112, and the auxiliary vertical rods 122 are formed to be in close contact with the support rear portion 111b of the lower side.

여기서 메인수직봉(121)과 보조수직봉(122)은 소정길이로 형성하여 소켓이나 커플러 등의 연장하여 옹벽블록(110)의 적층작업을 원활하게 수행할 수 있도록 함이 바람직하다.Here, the main vertical rods 121 and the auxiliary vertical rods 122 are preferably formed to have a predetermined length so that the laminating work of the retaining wall block 110 may be smoothly performed by extending the socket or the coupler.

특히 블록연결부(120)는 지지공과 지지홈을 형성한 봉지지구(123)를 구비하여 메인수직봉(121)에 지지공을 끼우고 좌우로 인접하는 보조수직봉(122)을 끼워 고정한 다음 상측에 옹벽블록(110)을 적층한다.In particular, the block connection portion 120 is provided with a rod support 123 formed with a support hole and a support groove to insert a support hole in the main vertical rod 121, and then to fix the auxiliary vertical rod 122 adjacent to the left and right, and then to the upper side The retaining wall block 110 is stacked.

이러한 봉지지구(123)를 이용하여 상기와 같이 수직 결합시킨 메인수직봉(121)과 인접하는 보조수직봉(122)을 결합하므로 상하측과 좌우측의 옹벽블록(110)을 유기적으로 결합시켜 전체 옹벽을 일체화시키도록 하는 것이다.Using the rod support 123, the main vertical rods 121 and the auxiliary vertical rods 122 adjacent to each other are vertically coupled as described above, so that the retaining wall blocks 110 of the upper and lower sides and the left and right sides are organically coupled to the entire retaining wall. To be integrated.

여기서 봉연결구(123)의 후방으로 연결편을 돌출시켜 매설하는 지지결합부(130)의 구조물과 용이하게 결합할 수 있도록 함이 바람직하다.In this case, it is preferable to be able to easily couple with the structure of the support coupling portion 130 to protrude the connection piece to the rear of the rod connector 123.

이러한 본 발명의 블록을 일체화시키는 옹벽 구조물의 시공 방법은 사면을 절취하고 옹벽블록(110)의 하단 기초를 형성한 다음 옹벽블록(110)을 횡으로 설치하면서 순차적으로 적층하는 옹벽블록적층단계와; 상기 옹벽블록적층단계를 수행하면서 옹벽블록(110)의 적층으로 형성시킨 상하의 지지만곡부(111a)에 메인수직봉(121)을 관통시켜 밀착시키고 옹벽블록(110)의 좌우에 각각 형성한 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측의 지지후면부(111b)에 보조수직봉(122)을 각각 밀착시키는 옹벽블록결합단계와; 상기 옹벽블록결합단계가 완료되면 옹벽블록(110)의 상단에서 봉지지구(123)로 메인수직봉(121)과 보조수직봉(122)을 결합하여 상하좌우로 연결하여 일체화시키는 옹벽블록일체화단계와; 상기 옹벽블록일체화단계가 완료되면 일체화시킨 봉지지구(123)의 후측으로 뒤채움을 수행하고 상기의 단계들을 반복하여 수행하므로 옹벽블록(110)을 전체를 일체화시켜 설치하는 옹벽완성단계를 포함하여 구성한다.The construction method of the retaining wall structure integrating the block of the present invention includes a retaining wall block stacking step of cutting the slope and forming a bottom base of the retaining wall block 110 and then sequentially stacking the retaining wall block 110 laterally; Vertical support holes formed on the left and right sides of the retaining wall block 110 through close contact with the main vertical rods 121 through upper and lower support portions 111a formed by stacking the retaining wall block 110 while performing the retaining wall block stacking step. Retaining wall block coupling step of adhering the auxiliary vertical rods 122 to the support rear portion 111b of the lower side by penetrating the auxiliary vertical rods 122 to 112; When the retaining wall block joining step is completed, the retaining wall block uniting step of connecting the main vertical rod 121 and the auxiliary vertical rod 122 to the rod support 123 at the top of the retaining wall block 110 and connecting them vertically ; When the retaining wall block uniting step is completed, the rear wall of the integrated rod support 123 is integrated and the steps are repeated to perform the above steps, so that the retaining wall block 110 includes a retaining wall completion step of integrally installing the whole. do.

상기 옹벽블록적층단계는 옹벽블록(110)을 횡으로 설치하면서 순차적으로 적층하되 길이쌓기로 적층함이 바람직하다.In the retaining wall block stacking step, the retaining wall blocks 110 may be sequentially stacked while the retaining wall blocks 110 are installed horizontally, but stacked by length stacking.

상기 옹벽블록결합단계는 옹벽블록(110)의 적층으로 형성시킨 상하의 지지만곡부(111a)에 메인수직봉(121)을 관통시켜 밀착시키고 옹벽블록(110)의 좌우에 각각 형성한 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측의 지지후면부(111b)에 보조수직봉(122)을 각각 밀착시켜 고리의 연결축 형상으로 연결하여 옹벽블록(110)의 상하를 좌우로 연결하므로 견고하게 결합할 수 있을 뿐만 아니라 곡면 설치가 용이하도록 한다.The retaining wall block coupling step is a vertical support hole 112 formed on the left and right sides of the retaining wall block 110 by closely adhering the main vertical rods 121 to the upper and lower support portions 111a formed by stacking the retaining wall block 110. The auxiliary vertical rods 122 penetrate through the auxiliary vertical rods 122b, and the auxiliary vertical rods 122 are brought into close contact with the lower support rear portion 111b, respectively, and connected in a connecting shaft shape to connect the upper and lower sides of the retaining wall block 110 to the left and right. Not only can be combined to facilitate the installation of the curved surface.

상기 옹벽블록일체화단계는 봉지지구(123)를 메인수직봉(121)과 보조수직봉(122)을 결합시켜 상하좌우로 연결하여 적층시킨 옹벽블록(110) 전체 일체화시키는 것으로, 상하좌우로 옹벽블록(110)을 견고하게 연결하여 발생하는 수압이나 토압 등의 압력을 효율적으로 분산하도록 유도할 뿐만 아니라 옹벽블록(110)의 좌우 각각에 메인수직봉(121)과 한 쌍의 보조수직봉(122)으로 3점 지지할 수 있도록 하므로 견고한 지지력을 확보할 수 있도록 한다.
아울러, 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측 지지후면부(111b)에 보조수직봉(122)이 밀착시키므로 적층상태의 옹벽블록(110)의 지지력을 극대화시킴과 동시에 초기 움직임을 억제하여 견고한 적층상태를 유지하므로 안전하게 작업을 수행할 수 있도록 한다.
더욱이, 메인수직봉(121)과 보조수직봉(122)은 옹벽블록(110)을 적층시 상하의 지지만곡부(111a)가 메인수직통로를 형성하여 메인수직봉(121)을 관통시키므로 옹벽블록(110)의 굴곡을 조절할 수 있도록 함과 동시에 지지만곡부(111a)에 밀착시켜 굴곡을 조절시킨 적층상태를 지지하도록 한다.
나아가, 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측 지지후면부(111b)에 보조수직봉(122)이 밀착시키므로 적층상태의 옹벽블록(110)의 지지력을 극대화시킴과 동시에 초기 움직임을 억제하여 견고한 적층상태를 유지하므로 안전하게 작업을 수행할 수 있도록 한다.In the retaining wall block uniting step, the retaining wall block 110 is integrally formed by connecting the rod support 123 to the main vertical rod 121 and the auxiliary vertical rod 122 by connecting them vertically and vertically. In addition to inducing to efficiently disperse the pressure, such as water pressure or earth pressure generated by connecting the rigid 110, the main vertical rods 121 and a pair of auxiliary vertical rods 122 on the left and right sides of the retaining wall block 110, respectively. 3 points can be supported to ensure a firm support.
In addition, the auxiliary vertical rod 122 penetrates the vertical support hole 112 so that the auxiliary vertical rod 122 adheres to the lower support rear portion 111b, thereby maximizing the supporting force of the retaining wall block 110 in a stacked state and at the same time. It suppresses movement and maintains a solid lamination state so that work can be safely performed.
Furthermore, the main vertical rods 121 and the auxiliary vertical rods 122 retain the upper and lower supports when the retaining wall blocks 110 are stacked, but the curved portions 111a form the main vertical passages so that the retaining wall blocks 110 pass through the main vertical rods 121. At the same time to adjust the bend of the support but at the same time close to the curved portion (111a) to support the stacking state in which the bend is adjusted.
Furthermore, the auxiliary vertical rod 122 penetrates the vertical support hole 112 so that the auxiliary vertical rod 122 adheres to the lower support rear portion 111b, thereby maximizing the supporting force of the retaining wall block 110 in the stacked state and at the same time. It suppresses movement and maintains a solid lamination state so that work can be safely performed.

상기 옹벽완성단계는 옹벽블록(110)에 결합시킨 봉지지구(123)의 후측으로 다양한 구조물이나 그리드 등 결합하여 설치하므로 지지력을 크게 보강할 수도 있다.The retaining wall completion step may reinforce the supporting force because the retaining wall completion step is installed by installing a variety of structures or grids to the rear side of the rod support 123 coupled to the retaining wall block 110.

이상의 설명에서 본 발명은 특정의 실시 예와 관련하여 도시 및 설명하였지만, 특허청구범위에 의해 나타난 발명의 사상 및 영역으로부터 벗어나지 않는 한도 내에서 다양한 개조 및 변화가 가능하다는 것을 이 기술분야에서 통상의 지식을 가진 자라면 누구나 쉽게 알 수 있을 것이다.While the invention has been shown and described in connection with specific embodiments thereof, it is well known in the art that various modifications and changes can be made without departing from the spirit and scope of the invention as indicated by the claims. Anyone who has a can easily know.

100 : 옹벽구조물 110 : 옹벽블록
111 : 수직관통공 111a : 지지만곡부
111b : 지지후면부 112 : 수직지지공
113 : 가이드홈 114 : 경사돌출부
115 : 끼움홈 116 : 끼움돌기
117 : 적층돌기 118 : 적층홈
120 : 블록연결부 121 : 메인수직봉
122 : 보조수직봉 123 : 봉결합구100: retaining wall structure 110: retaining wall block
111: vertical through hole 111a: butt curved portion
111b: support rear portion 112: vertical support hole
113: guide groove 114: inclined protrusion
115: fitting groove 116: fitting protrusion
117: laminated projections 118: laminated grooves
120: block connection 121: main vertical rod
122: auxiliary vertical rod 123: rod coupling sphere

Claims (5)

수직관통공(111)의 좌우에 지지만곡부(111a)를 형성하고 좌우로 경사돌출부(114)를 형성하며 경사돌출부(114)의 후측에 수직으로 수직지지공(112)을 형성하되 상하면에 상호 대응하는 적층홈(118)과 적층돌기(117)를 형성한 옹벽블록(110); 및 상기 옹벽블록(110)의 적층상태에서 지지만곡부(111a)에 메인수직봉(121)을 죄우로 밀착시키면서 관통시키고 수직지지공(112)에 보조수직봉(122)을 관통시켜 형성하되 메인수직봉(121)과 보조수직봉(122)에 결합하여 후방으로 지지 가이드하는 봉지지구(123)를 구비한 블록연결부(120)로 구성하되;
상기 옹벽블록(110)은 적층상태에서 수직관통공(111)의 상하측 지지만곡부(111a)에 메인수직봉(121)을 밀착하여 결합시키고, 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측 지지후면부(111b)에 보조수직봉(122)을 밀착하도록 결합하되, 수직지지공(112)의 상면에는 가이드홈(113)을 형성하여 봉지지구(123)를 안착시키도록 함과 동시에 수직지지공(112)을 장공으로 형성하고, 좌우 측방으로 경사돌출부(114)을 형성하여 일측에 끼움홈(115)을 형성하고 타측에 끼움돌기(116)를 형성하며 상면과 저면 좌우에는 적층홈(118)과 적층돌기(117)를 형성하여 구성하고;
상기 블록연결부(120)는 옹벽블록(110)의 적층으로 형성시킨 상하의 지지만곡부(111a)에 메인수직봉(121)을 관통시켜 밀착시키고, 옹벽블록(110)의 좌우에 각각 형성한 수직지지공(112)에 보조수직봉(122)을 관통시켜 하측의 지지후면부(111b)에 보조수직봉(122)이 각각 밀착할 수 있도록 형성하되, 지지공과 지지홈을 형성한 봉지지구(123)를 구비하여 구성한 것을 특징으로 하는 블록을 일체화시키는 옹벽 구조물.
The left and right of the vertical through-hole 111, but the curved portion (111a) to form a right and left inclined protrusion 114 to form a vertical support hole 112 to the rear side of the inclined protrusion 114, but mutually correspond to the top and bottom A retaining wall block 110 having a stacking groove 118 and a stacking protrusion 117 formed therein; And it is formed in the stacked state of the retaining wall block 110 through the main vertical rod 121 in close contact with the curved portion (111a) while being formed through the auxiliary vertical rod 122 through the vertical support hole 112, but the main vertical It is composed of a block connecting portion 120 having a rod support 123 for supporting the support to the rear coupled to the rod 121 and the auxiliary vertical rod 122;
The retaining wall block 110 is coupled to the upper and lower sides of the vertical through hole 111 but the main vertical bar 121 in close contact with the vertical vertical hole (111a) in a stacked state, the auxiliary vertical rod 122 to the vertical support hole 112 Through the through support coupled to the lower vertical support surface (111b) to the secondary vertical bar 122 in close contact, the upper surface of the vertical support hole 112 to form a guide groove 113 to seat the rod support 123 and At the same time, the vertical support hole 112 is formed in the long hole, and the inclined protrusions 114 are formed in the left and right sides to form the fitting grooves 115 on one side, and the fitting protrusions 116 are formed on the other side, and are stacked on the top and bottom sides. Forming a groove 118 and a lamination protrusion 117;
The block connection portion 120 is formed by stacking the retaining wall block 110, the upper and lower support portion 111a through the main vertical rods 121 to be in close contact with each other, and vertical support holes formed on the left and right sides of the retaining wall block 110, respectively. The auxiliary vertical rods 122 penetrate the 112 and the auxiliary vertical rods 122 are formed to be in close contact with the lower support rear portion 111b, respectively. Retaining wall structure to integrate the block, characterized in that configured by.
삭제delete 삭제delete 삭제delete 삭제delete
KR1020180111373A 2018-09-18 2018-09-18 Retaining wall structure of block integrative KR102034558B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020180111373A KR102034558B1 (en) 2018-09-18 2018-09-18 Retaining wall structure of block integrative

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020180111373A KR102034558B1 (en) 2018-09-18 2018-09-18 Retaining wall structure of block integrative

Publications (1)

Publication Number Publication Date
KR102034558B1 true KR102034558B1 (en) 2019-10-21

Family

ID=68460364

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020180111373A KR102034558B1 (en) 2018-09-18 2018-09-18 Retaining wall structure of block integrative

Country Status (1)

Country Link
KR (1) KR102034558B1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102318655B1 (en) 2020-10-15 2021-10-28 한태웅 retaining wall structure and the method of constructing retaining wall structure
KR20220067778A (en) * 2020-11-18 2022-05-25 태화건설(주) Retaining wall and construction method thereof
KR102579631B1 (en) 2023-03-13 2023-09-19 주식회사 청조 Easy-to-laminate retaining wall panel structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100603920B1 (en) * 2005-08-09 2006-07-25 최의용 Sound proof type retaining wall with built-in flower bed
KR20110003420A (en) * 2009-07-04 2011-01-12 이정수 Block for retaining wall
KR101302467B1 (en) * 2013-04-30 2013-09-02 (주)미가존종합건축사사무소 Self assembly breast wall for construction
KR101463231B1 (en) * 2014-06-26 2014-11-21 주식회사동림이엔지 Apparatus for fixing reinforced retainaing wall block

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100603920B1 (en) * 2005-08-09 2006-07-25 최의용 Sound proof type retaining wall with built-in flower bed
KR20110003420A (en) * 2009-07-04 2011-01-12 이정수 Block for retaining wall
KR101302467B1 (en) * 2013-04-30 2013-09-02 (주)미가존종합건축사사무소 Self assembly breast wall for construction
KR101463231B1 (en) * 2014-06-26 2014-11-21 주식회사동림이엔지 Apparatus for fixing reinforced retainaing wall block

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102318655B1 (en) 2020-10-15 2021-10-28 한태웅 retaining wall structure and the method of constructing retaining wall structure
KR20220067778A (en) * 2020-11-18 2022-05-25 태화건설(주) Retaining wall and construction method thereof
KR102473132B1 (en) 2020-11-18 2022-12-02 태화건설(주) Retaining wall and construction method thereof
KR102579631B1 (en) 2023-03-13 2023-09-19 주식회사 청조 Easy-to-laminate retaining wall panel structure

Similar Documents

Publication Publication Date Title
KR102034558B1 (en) Retaining wall structure of block integrative
KR101378793B1 (en) Retaining wall system for planting and the construction method
KR101260410B1 (en) Using a tunnel-type storage block storage tank
KR101615614B1 (en) A construction method of a structure with modular retaining wall and double wall
KR102112388B1 (en) Concrete panel for Cutting retaining wall that is Cutting retaining wall by the Concrete panel
KR101700830B1 (en) The Constructing Block and Method Of Constructing Block For Wall
US20050069389A1 (en) Interlocking and securable retaining wall block and system
KR100632966B1 (en) A corner block for constructing reinforced earth wall
KR20180134445A (en) Stackable Concrete Block and Formwork for the Same
KR101284122B1 (en) Retaining wall structure using retaining wall block and constructing method thereof
KR102148899B1 (en) Retaining wall structure
KR101850948B1 (en) Eco-mold module and construction method of wooden building using the same
KR102036648B1 (en) Construction of multiple toter wall for installation of earth retaining safety work and its installation method
KR100808483B1 (en) Structure of earthy plate for corner using architecture
CN109989498B (en) Positioning and waterproof integrated structure of assembled shear wall and construction method thereof
KR200396209Y1 (en) Connection a means include a breast wall block
KR20180121013A (en) Prefabricated Buttressed Retaining Wall with an Integrated Column
CN212388591U (en) Retaining wall template assembly for high fill construction
KR101651824B1 (en) Plate for preventing landslide used for apartment construction site
KR101628049B1 (en) Self-retained wall sructures and construction method thereof
CN211949116U (en) Assembled floor seam connection structure
CN108286221A (en) A kind of connecting node and its construction method of bridge substructure precast assembly
CN210316153U (en) Splicing structure of anti-seismic double-rib laminated slab
CN207211809U (en) Basement supporting construction
KR20130122181A (en) Vegetation block and retaing wall structure using that

Legal Events

Date Code Title Description
E701 Decision to grant or registration of patent right
GRNT Written decision to grant