KR100770769B1 - It is reinforcement re-union structure of plastic ash to a panel breast wall - Google Patents

It is reinforcement re-union structure of plastic ash to a panel breast wall Download PDF

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KR100770769B1
KR100770769B1 KR1020060106316A KR20060106316A KR100770769B1 KR 100770769 B1 KR100770769 B1 KR 100770769B1 KR 1020060106316 A KR1020060106316 A KR 1020060106316A KR 20060106316 A KR20060106316 A KR 20060106316A KR 100770769 B1 KR100770769 B1 KR 100770769B1
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connector
retaining wall
reinforcement
panel retaining
connector case
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KR1020060106316A
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Korean (ko)
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KR20060118381A (en
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도성록
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주식회사 프라임씨스템
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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
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
    • 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
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0054—Including fibers made from plastic

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

본 발명은 패널 옹벽의 플라스틱에 의한 보강재 결합구조로 토사의 압력에 의해 패널 옹벽이 붕괴 되는 것을 방지하고 견고함을 유지할 수 있도록 패널 옹벽에 매설된 커넥터 케이스에 플라스틱 재질의 커넥터가 끼워진 보강재를 삽입하여 체결한 후 외부로 인출된 보강재를 팽팽하게 당겨진 상태에서 "U"자형 고정핀에 의해 지면에 고정된 스틸 바에 체결한 후 토사를 매설한 것을 특징으로 한다.The present invention provides a structure in which the panel retaining wall is bonded to the plastic reinforcement by inserting a reinforcing material fitted with a plastic connector into the connector case embedded in the panel retaining wall to prevent the panel retaining wall from collapsing due to the pressure of the soil and to maintain its rigidity. After tightening the reinforcement pulled out to the outside after tightening to tighten the steel bar fixed to the ground by the "U" shaped pin is characterized in that the earth and sand embedded.

패널 옹벽, 커넥터 케이스, 커넥터, 보강재 Panel retaining wall, connector case, connector, reinforcement

Description

패널 옹벽에 플라스틱재의 보강재 결합구조{It is reinforcement re-union structure of plastic ash to a panel breast wall}It is reinforcement re-union structure of plastic ash to a panel breast wall}

도 1은 본 발명 패널 옹벽을 도시해 보인 사시도.1 is a perspective view showing a panel retaining wall of the present invention.

도 2는 본 발명 패널 옹벽에 결합하는 커넥터 케이스와 커넥터, 보강재를 도 Figure 2 shows a connector case and a connector, a reinforcing material to be coupled to the panel retaining wall of the present invention.

시해 보인 분리 사시도.Isolate perspective view.

도 3은 본 발명 패널 옹벽에 결합되는 커넥터 케이스에 커넥터, 보강재가 삽Figure 3 is a connector, the reinforcement is inserted into the connector case coupled to the panel retaining wall of the present invention

입되어 인출된 상태를 도시해 보인 결합 단면도.Coupling cross-sectional view showing the state of being inserted and withdrawn.

도 4는 본 발명 패널 옹벽에 결합되는 커넥터 케이스에 커넥터, 보강재의 결4 is a connector, the reinforcing material to the connector case coupled to the panel retaining wall of the present invention

합 상태를 도시해 보인 사시도.A perspective view showing the sum state.

도 5a, b는 본 발명 커넥터 케이스의 다른 실시 예를 도시해 보인 사시도.Figure 5a, b is a perspective view showing another embodiment of the connector case of the present invention.

도 6은 본 발명 패널 옹벽의 실시 예를 도시해 보인 사시도.6 is a perspective view showing an embodiment of the panel retaining wall of the present invention.

도 7는 본 발명 패널 옹벽의 실시 예를 도시해 보인 단면도.7 is a cross-sectional view showing an embodiment of the panel retaining wall of the present invention.

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

1: 패널 옹벽 2: 커넥터 케이스1: panel retaining wall 2: connector case

3: 커넥터 4: 보강재3: connector 4: stiffener

5: 통공 6: 인출부5: through 6: drawer

7: 경사면 8: 공간부7: slope 8: space part

9: 삽입부 10: 단턱부9: inserting portion 10: stepped portion

11: "U"자형 고정핀 12: 스틸 바11: "U" shaped locking pin 12: Steel bar

13: 토사 14: 몰탈 13: Tosa 14: Mortality

본 발명은 패널 옹벽의 플라스틱에 의한 보강재 결합구조에 관한 것으로, 더욱 상세히 설명하면 토사의 압력에 의해 패널 옹벽이 붕괴 되는 것을 방지하고, 견고함을 유지할 수 있도록 패널 옹벽에 매설된 커넥터 케이스에 플라스틱 재질의 커넥터가 끼워진 보강재를 삽입하여 체결한 후 외부로 인출된 보강재를 팽팽하게 당겨진 상태에서 "U"자형 고정핀에 의해 지면에 고정된 스틸 바에 체결한 후 토사를 매설한 것을 특징으로 한다.The present invention relates to a reinforcing material bonding structure of the panel retaining wall by plastic, and more specifically, to a panel retaining wall prevented from collapse of the panel retaining wall due to the pressure of the soil, and to maintain the rigidity, a plastic material is provided in the connector case embedded in the panel retaining wall. After inserting the connector of the reinforcement is inserted into the fastening and then pulled out the reinforcement pulled to the outside in the state of being pulled tightly by the "U" shaped pin is characterized in that the earth and sand buried.

일반적으로 우리나라는 산악지역이 많은 관계로 타지방과 연결되는 도로 시공시 도로의 최단거리의 확보를 위해 산을 절개 굴착하여 도로를 시공하므로 도로의 일측 또는 양측에 비탈면이 형성되는 것이다.In general, Korea has many mountainous areas, so when the roads are connected to other regions, slopes are formed on one side or both sides of the road because the road is constructed by cutting the mountains to secure the shortest distance of the roads.

이러한 비탈면으로부터 발생하는 토사의 붕괴 및 낙석사고를 미리 방지하기 위해 비탈면과 접하는 부분에 콘크리트 옹벽을 설치하므로 토사의 붕괴 및 낙석사고를 예방할 수 있는 것이다.In order to prevent the collapse and rockfall accident of soil from the slope surface in advance, the concrete retaining wall is installed in contact with the slope surface to prevent the collapse of the soil and rockfall accident.

한편, 조립식으로 옹벽 구조물을 시공하는 공법은 종전에 현장에서 거푸집을 짜맞추어 옹벽을 성형하던 재래식 방법에 발생하였던 시공기간의 장기화, 동절기 공사 불가능, 축조 높이의 한계성 및 과다한 비용과 막대한 인력의 투입문제를 해소하기 위한 것으로, 시공상의 편의와 경제적인 장점으로 인해 현재는 대부분 조립식 블록(block)으로 시공하고 있다.On the other hand, the construction method of constructing retaining wall structure in the prefabricated way has long lengthen the construction period, the impossibility of winter construction, limitation of construction height, excessive cost and enormous manpower, which occurred in the conventional method of forming retaining wall by forming formwork at the site. In order to solve the problem, due to the convenience of construction and economic advantages, most of the construction is a prefabricated block (block).

옹벽은 통상적으로 언덕을 이루는 토사 등 높은 곳에 위치하는 토사를 지탱하기 위해 사용되며, 놀이터, 운동장 또는 미적 효과를 위한 인공 조경물 등에 많이 이용된다. Retaining walls are generally used to support high soil such as hilly soil, and are widely used for playgrounds, playgrounds or artificial landscaping for aesthetic effects.

상기 옹벽 설치방법은 일반적으로 벽 뒤의 토사가 가하는 압력에 대항하기 위해 아래층보다 위층을 후퇴시키는 구조로 설계된다. The retaining wall installation method is generally designed to retreat the upper floor than the lower floor to counteract the pressure applied by the soil behind the wall.

이러한 옹벽 블록을 이용하면 자체 하중에 의하여 견고한 중력식 옹벽 축조가 가능하여 주로 많이 사용하는 시공방법이다.When the retaining wall block is used, it is possible to build a solid gravity retaining wall by its own load.

그러나 상기 조립식 블록은 하중을 견디지 못하고 무너질 염려가 발생하게 되는 것은 물론 재질 자체가 콘크리트제 블록을 상ㆍ하로 단순히 축조하다 보니 블록의 자체 하중으로 말미암아 축조된 블록의 맞닿은 부분이 깨지게 되어 옹벽의 부실화를 가져왔었다. However, the prefabricated blocks are not able to withstand the load and cause collapse, and the material itself simply builds the concrete block up and down. I brought it.

또한, 옹벽의 다른 설치방법으로는 옹벽 블록을 수직으로 축조할 때 커넥터, 클립, 연결핀에 의한 연결방식에 의해 블록에 핀을 삽입하여 판 형상의 보강재를 옹벽 블록 사이에 설치하고 토사에 매설할 때 옹벽 블록과 보강재의 결합이 견고하지 못하여 보강재의 손상이나 이탈이 일어날 수 있고, 토사의 압력에 의해 블록의 파손이나 붕괴의 위험이 있는 문제점이 있다.In addition, as a method of installing the retaining wall, when the retaining wall block is vertically constructed, a pin is inserted into the block by a connection method using a connector, a clip, and a connecting pin to install a plate-shaped reinforcement between the retaining wall block and embed it in the soil. When the retaining wall block and the reinforcing material is not firmly coupled, damage or separation of the reinforcing material may occur, and there is a problem that the block is damaged or collapsed due to the pressure of the soil.

따라서 옹벽 블록과 보강재의 결합이 견고하지 못해 보강재의 손상이나 이탈 및 블록의 파손이나 붕괴의 위험을 초래하는 문제점이 있었다.Therefore, there is a problem that the combination of the retaining wall block and the reinforcement is not firm, causing damage or separation of the reinforcement and damage or collapse of the block.

따라서 상기와 같은 문제점을 해결하기 위하여 본 발명의 목적은 중력식 옹벽을 축조할 때 조립식 블록은 하중을 견디지 못하고 무너질 염려가 발생하게 되는 것을 사전에 방지하는 것은 물론 블록의 자체 하중으로 말미암아 적층 된 블록의 맞닿은 부분이 파손되는 것도 방지하는 패널 옹벽의 플라스틱에 의한 보강재 결합구조를 제공한다.Therefore, in order to solve the above problems, an object of the present invention is to prevent the prefabricated block from bearing the load and the possibility of falling down when the gravity retaining wall is constructed, as well as the stacking of the block due to its own load. Provided is a reinforcement bonding structure by plastic of the panel retaining wall which prevents the abutted portion from being broken.

또한, 상기 패널 옹벽의 플라스틱에 의한 보강재 결합구조는 옹벽 블록을 수직으로 설치할 때 패널 옹벽과 보강재의 결합이 견고하도록 설치하여 보강재의 손상이나 이탈을 방지하는 특징이 있다.In addition, the reinforcing member coupling structure by the plastic of the panel retaining wall is installed to ensure that the combination of the panel retaining wall and the reinforcing material when the retaining wall block is installed vertically to prevent damage or departure of the reinforcing material.

상기와 같은 목적을 달성하기 위한 본 발명은 판 형상으로 상ㆍ하ㆍ좌ㆍ우 모서리 부에는 개구부가 돌출되도록 커넥터 케이스가 각각 매설된 패널 옹벽과, 상기 패널 옹벽에 매설되어 커넥터와 보강재를 삽입하여 커넥터가 고정된 상태에서 인출되는 커넥터 케이스와, 상기 커넥터 케이스에 삽입하기 위하여 접혀진 끝단부가 삽입되는 띠 형상의 보강재와, 상기 보강재의 접혀진 끝단부에 끼워져 커넥터 케이스로 함께 삽입되어 띠 형상의 보강재를 고정하는 타원형상의 커넥터와, 상기 커넥터에 의해 커넥터 케이스에서 띠 형상의 보강재를 고정한 후 인출되는 보강재의 타단을 고정클립에 의해 고정할 수 있도록 패널 옹벽과 수평 하게 지면에 위치하여 "U"자형의 고정핀에 의해 고정되는 스틸 바를 포함하는 것을 특징으로 한다.In order to achieve the above object, the present invention provides a panel retaining wall with a connector case embedded in each of the upper, lower, left, and right corners, and a connector and a reinforcing material embedded in the panel retaining wall. A connector case drawn out while the connector is fixed, a band-shaped reinforcement into which the folded end is inserted for insertion into the connector case, and a band-shaped reinforcement inserted into the connector case by being inserted into the folded end of the reinforcement to fix the band-shaped reinforcement And a U-shaped fixing pin positioned on the ground horizontally with the panel retaining wall so that the other end of the reinforcing member drawn out after fixing the strip-shaped reinforcement member in the connector case by the connector is fixed by the clip. It characterized in that it comprises a steel bar fixed by.

이하 첨부된 도면에 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명 패널 옹벽을 도시해 보인 사시도 이다.1 is a perspective view showing the panel retaining wall of the present invention.

본 발명 패널 옹벽(1)은 비탈면에 있는 토사(13)가 쓸려 내리는 것을 방지하고 보강재(4)와 패널 옹벽(1)이 견고하게 결합할 수 있도록 그 구조는 패널 옹벽(1), 커넥터 케이스(2), 보강재(4), 커넥터(3), 스틸 바(12), "U"자형 고정핀(11)으로 이루어진다.The panel retaining wall 1 of the present invention prevents the soil 13 from being swept away and the structure of the panel retaining wall 1 so that the reinforcement 4 and the panel retaining wall 1 can be firmly coupled to each other. 2), reinforcing material (4), connector (3), steel bar 12, "U" shaped fixing pin (11).

상기 패널 옹벽(1)은 콘크리트 재질에 판 형상으로 두께가 얇기 때문에 하중이 가벼워 설치가 용이하다.The panel retaining wall 1 is easy to install due to its light load because the thickness of the panel retaining wall 1 is thin.

또한, 상기 패널 옹벽(1)은 기존의 견고한 중력식 옹벽 축조의 시공방식과 달리 수직으로 패널 옹벽을 축조하기 때문에 토사(13)의 압력을 견딜 수 있도록 보강재(4)가 설치된다. In addition, the panel retaining wall (1), unlike the existing solid gravity retaining wall construction method of constructing the panel retaining wall vertically so that the reinforcement (4) is installed to withstand the pressure of the soil (13).

또한, 상기 패널 옹벽(1)은 보강재(4)와 결합할 수 있도록 판 형상으로 상ㆍ하ㆍ좌ㆍ우 모서리 부에는 커넥터 케이스(2)의 개구부가 돌출되도록 매설된다.In addition, the panel retaining wall 1 is buried in the shape of a plate so as to be coupled to the reinforcing material 4 so that the openings of the connector case 2 protrude from the upper, lower, left, and right corners thereof.

상기 커넥터 케이스(2)는 박스형상으로 내부는 밀폐된 상태에서 삽입부(9)와 인출부(6)로 양분하고 전면은 개방되어 삽입부(9)를 통해 커넥터(3)가 끼워진 보강재(4)가 삽입된다.The connector case (2) is box-shaped, and the inside is sealed in two parts into the insertion portion (9) and the lead portion (6), the front is open and the reinforcement member (4) is inserted into the connector (3) through the insertion portion (9) ) Is inserted.

또한, 상기 삽입부(9)로 삽입된 보강재(4)와 커넥터(3)가 인출부(6)로 이동할 수 있도록 삽입부(9)와 인출부(6) 사이에 관통된 통공(5)을 형성한다.In addition, the through-hole 5 penetrated between the inserting portion 9 and the drawing portion 6 so that the reinforcing material 4 and the connector 3 inserted into the inserting portion 9 can move to the drawing portion 6. Form.

따라서 상기 통공(5)을 통해 인출부(6)로 이동한 보강재(4)의 커넥터(3)를 고정하도록 안쪽에는 공간부(8)를 형성한다.Therefore, the space portion 8 is formed inside to fix the connector 3 of the reinforcing material 4 moved to the lead portion 6 through the through hole 5.

상기 공간부(8)에 위치하는 커넥터 케이스(2)의 외주면에는 상ㆍ하로 대향 지게 경사면(7)을 형성하여 커넥터(3)가 끼워진 보강재(4)를 외부에서 잡아당기면 경사면(7)에 의해 커넥터(3)가 체결되는 구조이다.An inclined surface 7 is formed on the outer circumferential surface of the connector case 2 located in the space portion 8 so as to face up and down so that the reinforcing material 4 into which the connector 3 is inserted is pulled from the outside by the inclined surface 7. The connector 3 is fastened.

도 2는 본 발명 패널 옹벽에 결합하는 커넥터 케이스와 커넥터, 보강재를 도 시해 보인 분리 사시도 이다.2 is an exploded perspective view illustrating a connector case, a connector, and a reinforcing member coupled to the panel retaining wall of the present invention.

상기 패널 옹벽(1)에서 분리된 커넥터 케이스(2)는 전면 개구부를 통해 입구 크기를 달리하여 삽입부(9)와 인출부(6)로 형성하는데, 이때 상기 인출부(6)는 접혀진 보강재(4)의 끝단부에 커넥터(3)를 끼워서 삽입할 수 있도록 충분한 입구 크기를 제공하며, 삽입부(9)는 커넥터(3)는 체결하고 보강재(4)만을 인출할 수 있도록 입구 크기가 삽입부(9)보다 작다.The connector case 2 separated from the panel retaining wall 1 is formed of an insertion portion 9 and a lead portion 6 by varying an entrance size through a front opening, wherein the lead portion 6 is folded reinforcement ( 4) provides a sufficient inlet size to insert the connector 3 at the end of the insert, and the insertion portion 9 has an inlet size that allows the connector 3 to be fastened and only the reinforcement 4 can be drawn out. Less than (9)

또한, 상기 접혀진 보강재(4) 사이에 끼워진 커넥터(3)는 삽입부(9)로 삽입이 원활하게 이루어질 수 있도록 타원형 형상에 재질은 하중이 가벼운 플라스틱을 사용한다.In addition, the connector (3) sandwiched between the folded reinforcing material (4) uses a light plastic material in the oval shape so that the insertion portion 9 can be inserted smoothly.

또한, 상기 보강재(4)는 띠 형상으로 커넥터(3)를 삽입하여 삽입부(9)에서 인출부(6)로 쉽게 이동할 수 있도록 수평을 유지할 수 있는 아연도강판을 사용하는 게 바람직하다.In addition, the reinforcing material (4) it is preferable to use a galvanized steel plate that can be horizontally inserted to easily move from the insertion portion (9) to the lead portion (6) by inserting the connector (3) in a strip shape.

도 3은 본 발명 패널 옹벽에 결합하는 커넥터 케이스에 커넥터, 보강재가 삽입되어 인출된 상태를 도시해 보인 결합 단면도이다. 3 is a cross-sectional view illustrating a state in which a connector and a reinforcing material are inserted and drawn out in a connector case coupled to the panel retaining wall of the present invention.

상기 본 발명 커넥터 케이스(2)는 접혀진 띠 형상의 보강재(4) 사이에 끼워진 커넥터(3)를 삽입부(9)를 통해 삽입하여 인출부(6) 안쪽에 있는 공간부(8)로 통 공(5)을 통해 수평이동하여 공간부(8)에는 보강재(4)에 끼워진 커넥터(3)가 위치하고, 보강재(4)는 인출부(6)로 통해 인출된다.The connector case (2) of the present invention inserts the connector (3) sandwiched between the folded strip-shaped reinforcement (4) through the inserting portion (9) and passes through the space (8) inside the lead portion (6). Horizontally moved through (5), the connector (3) fitted to the reinforcement (4) is located in the space portion 8, the reinforcement (4) is drawn out through the lead portion (6).

따라서 상기 보강재(4)를 잡아당기면 커넥터(3)가 공간부(8)의 외주면에 상ㆍ하로 형성된 경사면(7)에 밀착되어 보강재(4)가 고정되는 구조이다.Accordingly, when the reinforcing material 4 is pulled out, the connector 3 is in close contact with the inclined surface 7 formed up and down on the outer circumferential surface of the space 8 so that the reinforcing material 4 is fixed.

도 4는 본 발명 패널 옹벽에 결합하는 커넥터 케이스에 커넥터, 보강재의 결합 상태를 도시해 보인 사시도 이다.Figure 4 is a perspective view showing a coupling state of the connector, the reinforcing material to the connector case coupled to the panel retaining wall of the present invention.

본 발명은 커넥터 케이스(2)에 커넥터(3)가 끼워진 보강재(4)를 삽입하여 고정할 수 있도록 우선 삽입부(9)를 통해 보강재(4)를 삽입한 후 인출부(6)와 관통된 통공(5)을 따라 수평이동하여 인출부(6)로 이동한다. The present invention inserts the reinforcing material 4 through the inserting portion 9 so that the connector 3 can be fixed by inserting the reinforcing material 4 into which the connector 3 is inserted. It moves horizontally along the through hole 5 to the withdrawal part 6.

그러면 인출부(6)의 공간부(8)에는 보강재(4)에 끼워진 커넥터(3)가 위치하고, 보강재(4)는 인출부(6)를 통해 외부로 인출된 상태에서 보강재(4)를 잡아당기면 커넥터(3)가 끼워진 보강재(4)가 공간부(8)의 외주면에 형성된 경사면(7)에 의해 간섭되어 고정 체결된다.Then, the connector 3 fitted to the reinforcement 4 is located in the space 8 of the lead portion 6, and the reinforcement 4 holds the reinforcement 4 in a state where the reinforcement 4 is drawn out to the outside through the lead portion 6. When pulled, the reinforcing material 4 into which the connector 3 is fitted is interfered and fixedly fastened by the inclined surface 7 formed on the outer circumferential surface of the space 8.

도 5a, b는 본 발명 커넥터 케이스의 다른 실시 예를 도시해 보인 사시도이다.Figure 5a, b is a perspective view showing another embodiment of the connector case of the present invention.

본 발명 커넥터 케이스(2)의 다른 실시 예로 5a는 커넥터(3)가 끼워진 보강재(4)를 고정할 수 있도록 공간부(8)의 상면과 하면에 위치하는 외주면중 어느 한쪽에만 경사면(7)을 형성한 구조이다.In another embodiment of the connector case 2 of the present invention, 5a has an inclined surface 7 on only one of the outer circumferential surfaces positioned on the upper and lower surfaces of the space part 8 so as to fix the reinforcement 4 into which the connector 3 is inserted. It is a formed structure.

또한, 5b는 커넥터 케이스(2)로 보강재(4)가 끼워진 커넥터(3)를 고정할 수 있게 공간부(8)에 경사면(7)을 생략하고 전면에 상ㆍ하로 단턱부(10)를 형성하고, 단턱부(10) 사이는 관통되어 보강재(4)만 외부로 인출된 구조를 갖는다.In addition, 5b omits the inclined surface 7 in the space portion 8 so as to fix the connector 3 into which the reinforcing material 4 is inserted into the connector case 2, and forms the stepped portions 10 up and down on the front surface. And, between the stepped portion 10 has a structure through which only the reinforcing material 4 is drawn out.

도 6은 본 발명 패널 옹벽의 실시 예를 도시해 보인 사시도 이고, 도 7은 본 발명 패널 옹벽의 실시 예를 도시해 보인 단면도이다.6 is a perspective view showing an embodiment of the panel retaining wall of the present invention, Figure 7 is a cross-sectional view showing an embodiment of the panel retaining wall of the present invention.

본 발명 패널 옹벽(1)을 설치할 때 토사(13)의 압력에서 견고함을 유지하면서 패널 옹벽(1)과 보강재(4)의 결합을 견고하게 할 수 있도록 패널 옹벽(1)을 지면에 고정하기 위해서는 커넥터 케이스(2)에 커넥터(3)가 끼워진 보강재(4)를 삽입하여 외부로 인출된 보강재(4)를 잡아당기면 커넥터(3)는 커넥터 케이스(2)에 체결되고, 인출된 보강재(4)는 지면에 "U"자형 고정핀(11)으로 스틸 바(12)를 고정하는데, 이때 보강재(4)를 스틸 바(12)에 팽팽하게 고정하는 고정클립은 도면에 미도시 되었으나 시중에 공지된 것을 사용한다.Fixing the panel retaining wall 1 to the ground so as to secure the coupling of the panel retaining wall 1 and the reinforcement 4 while maintaining the firmness at the pressure of the earth and sand 13 when installing the panel retaining wall 1 of the present invention. In order to insert the reinforcement member 4 into which the connector 3 is inserted into the connector case 2 and pull out the reinforcement member 4 drawn out, the connector 3 is fastened to the connector case 2 and the reinforcement member 4 drawn out. ) Secures the steel bar 12 to the ground with a "U" -shaped fixing pin 11, wherein the fixing clip for tightly fixing the reinforcing material 4 to the steel bar 12 is not shown in the drawings, but is publicly known. Use the old one.

또한, 상기 스틸 바(12)에 고정된 보강재(4)는 토사(13)에 매립됨으로써 견고함을 유지할 수 있도록 한다.In addition, the reinforcing material 4 fixed to the steel bar 12 is embedded in the soil 13 to maintain the firmness.

또한, 상기 커넥터 케이스(2)에 보강재(4)가 끼워진 커넥터(3)가 고정될 때 보강재(4)의 이동으로 커넥터(3)가 삽입부(9)를 통해 이탈되지않도록 삽입부(9)를 몰탈(14)로 충진하여 고정한다. In addition, when the connector 3 having the reinforcing material 4 fitted to the connector case 2 is fixed, the inserting portion 9 does not allow the connector 3 to be separated through the inserting portion 9 by the movement of the reinforcing material 4. It is fixed by filling with mortar (14).

이상에서 설명한 바와 같이 본 발명은 패널 옹벽에 보강재를 커넥터에 의해 체결함으로써 옹벽 블록과 보강재의 결합이 견고하여 보강재의 손상이나 이탈을 방지하는 효과가 있다.As described above, the present invention has the effect of preventing the damage or detachment of the reinforcement by fastening the reinforcing material to the panel retaining wall by the connector to ensure that the retaining wall block and the reinforcing material are firmly coupled.

Claims (3)

판 형상으로 상ㆍ하ㆍ좌ㆍ우 모서리 부에는 개구부가 돌출되도록 커넥터 케이스가 각각 매설된 패널 옹벽과;Panel retaining walls each having a connector case embedded in the upper, lower, left, and right corners thereof so as to protrude openings; 상기 패널 옹벽에 박스형상으로 내설되어 삽입부와 인출부로 양분한 상태에서 전면은 개방되어 커넥터가 끼워진 보강재가 삽입되도록 일측에 삽입부와, 상기 삽입부의 타측은 삽입된 보강재와 커넥터가 인출부로 이동할 수 있도록 길이방향으로 관통된 통공과, 상기 통공을 통해 이동한 보강재의 커넥터를 고정하도록 안쪽에 공간부를 형성하고, 공간부의 외주면에는 상ㆍ하로 대향 지게 경사면을 형성하여 커넥터가 끼워진 보강재를 잡아당기면 경사면에 의해 고정되는 인출부가 일체로 형성되어 커넥터가 고정된 상태에서 인출되는 커넥터 케이스와;The panel retaining wall is internally installed in a box shape and divided into an inserting part and an extracting part, and the front side is opened so that the reinforcing member into which the connector is inserted is inserted, and the other side of the insertion part can move the inserted reinforcing member and the connector to the withdrawing part. The through-hole penetrated in the longitudinal direction so as to form a space in the interior to fix the connector of the reinforcing material moved through the through hole, and the inclined surface of the space portion is formed to face up and down to face the reinforcing member inserted into the inclined surface A connector case which is integrally formed with a lead part fixed by the connector and is drawn out in a fixed state of the connector; 상기 커넥터 케이스에 삽입하기 위하여 접혀진 끝단부가 삽입되는 띠 형상의 보강재와;A band-shaped reinforcing member into which a folded end portion is inserted for insertion into the connector case; 상기 보강재 접혀진 끝단부에 끼워져 커넥터 케이스로 함께 삽입되는 타원형상의 커넥터와;An elliptical connector inserted into the reinforcement folded end portion and inserted together into a connector case; 상기 커넥터에 의해 커넥터 케이스에서 띠 형상의 보강재를 고정한 후 인출되는 보강재의 타단을 고정클립에 의해 스틸 바에 고정할 수 있도록 패널 옹벽과 수평 하게 위치하여 "U"자형의 고정핀으로 고정되는 스틸 바를 포함하는 것을 특징으로 하는 패널 옹벽에 플라스틱재의 보강재 결합구조.And a steel bar positioned horizontally with the panel retaining wall so that the other end of the reinforcement drawn out after fixing the strip-shaped reinforcement in the connector case by the connector is fixed to the steel bar by the fixing clip. Reinforcing material coupling structure of the plastic material to the panel retaining wall. 삭제delete 제 1항에 있어서, 상기 커넥터 케이스는 보강재가 끼워진 커넥터를 고정할 수 있도록 공간부의 상면과 하면에 위치하는 외주면중 어느 한쪽만 경사면을 형성한 것을 특징으로 하는 패널 옹벽에 플라스틱재의 보강재 결합구조.The structure of claim 1, wherein the connector case has an inclined surface formed on only one of an outer circumferential surface positioned at an upper surface and a lower surface of the space part so as to fix the connector into which the reinforcement material is inserted.
KR1020060106316A 2006-10-31 2006-10-31 It is reinforcement re-union structure of plastic ash to a panel breast wall KR100770769B1 (en)

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KR200453027Y1 (en) 2010-10-28 2011-03-31 (주)동진건설산업 Retaining wall construction block for easy connection of strip-shaped fiber reinforcement
KR102401122B1 (en) 2021-08-18 2022-05-20 이계일 Panel for building retaining wall

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KR102321304B1 (en) * 2020-01-03 2021-11-03 주식회사 한포스 A Sleeve of facing member for construct retaining wall and facing member with it

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KR100431035B1 (en) 2003-05-14 2004-05-10 이정수 reinforced earth wall and its block and construction method of it

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100431035B1 (en) 2003-05-14 2004-05-10 이정수 reinforced earth wall and its block and construction method of it

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200453027Y1 (en) 2010-10-28 2011-03-31 (주)동진건설산업 Retaining wall construction block for easy connection of strip-shaped fiber reinforcement
KR102401122B1 (en) 2021-08-18 2022-05-20 이계일 Panel for building retaining wall

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