KR100975824B1 - Retaining wall plate - Google Patents

Retaining wall plate Download PDF

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Publication number
KR100975824B1
KR100975824B1 KR1020080045584A KR20080045584A KR100975824B1 KR 100975824 B1 KR100975824 B1 KR 100975824B1 KR 1020080045584 A KR1020080045584 A KR 1020080045584A KR 20080045584 A KR20080045584 A KR 20080045584A KR 100975824 B1 KR100975824 B1 KR 100975824B1
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South Korea
Prior art keywords
ground
corrugated plate
plate
corrugated
plate member
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KR1020080045584A
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Korean (ko)
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KR20090119501A (en
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김영수
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김영수
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    • 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
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/12—Geometrical or physical properties corrugated
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • 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)
  • 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)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

본 발명은 흙막이 판부재에 관한 것으로서, 각종 건축 및 토목 시공시 지중에 거리를 두고 매설한 H빔사이에 파형판을 삽입하여 지반을 안정화시킨 후 지반 굴착을 진행할 수 있도록 하는 것을 목적으로 한다.The present invention relates to a cladding plate member, which aims to allow the excavation of the ground after inserting the corrugated plate between the H-beams embedded at a distance in the ground during various construction and civil construction to stabilize the ground.

이를 실현하기 위한 본 발명은, 지중에 간격을 두고 입설되는 H빔과, 상기 H빔 사이의 지중에 입설되어 지반의 안정과 지하수의 유입을 막는 흙막이 판부재에 있어서, 상기 흙막이 판부재는, H빔삽입홈을 양단에 형성하고 일정 곡률의 산부 및 골부가 반복적으로 형성되는 파형판과, 상기 파형판의 골부를 지지하도록 설치되는 골 지지부재를 포함하는 것을 특징으로 한다.The present invention for realizing this, the H-beams placed at intervals in the ground, and the earthen plate member placed in the ground between the H-beams to prevent the stability of the ground and the inflow of groundwater, wherein the earthen board member, H It characterized in that it comprises a corrugated plate formed on both ends of the beam insertion groove and the valley and the valley portion of a predetermined curvature, and the bone support member is installed to support the valley of the corrugated plate.

본 발명에 따르면, 진동해머로 파형판을 지중의 H빔 사이에 간단히 매설함으로써, 지반을 안정화시킨 상태에서 안전하게 지반을 굴착할 수 있는 효과가 있다.According to the present invention, by simply embedding the corrugated plate between the H beam in the ground with a vibration hammer, there is an effect that can safely excavate the ground in a stabilized state.

진동해머, 흙막이, 지반, 터파기 Vibratory Hammer, Earth Block, Soil, Dig

Description

흙막이 판부재{RETAINING WALL PLATE}Retaining plate member {RETAINING WALL PLATE}

본 발명은, 흙막이 판부재에 관한 것으로서, 더욱 상세하게는, 각종 건축 및 토목 시공시 지중에 거리를 두고 매설한 H빔사이에 파형판을 삽입하여 지반을 안정화시킨 후 지반 굴착을 진행할 수 있도록 하는 흙막이 판부재에 관한 것이다.The present invention relates to a retaining plate member, and more particularly, to stabilize the ground by inserting a corrugated plate between the H-beams buried at a distance in the ground during various construction and civil construction to stabilize the ground and to proceed with the ground excavation It relates to a retaining plate member.

일반적으로 건축 및 토목 공사에서 지반을 굴착할 때, 토압에 의해 흙벽이 무너져 내리는 것을 방지하기 위하여 흙막이 구조물을 설치하고 있다. 상기한 흙막이 구조물은, 지반에서 용출되는 지하수가 공사구역으로 유입되지 않도록 하는 차수기능도 병행하고 있다.In general, when excavating the ground in the construction and civil engineering works, earth block structures are installed to prevent the earth wall from falling down due to earth pressure. In the above-mentioned clam structure, the order function which prevents the groundwater which elutes from the ground from flowing into a construction area is also parallel.

상기한 바와 같은 흙막이 구조물(2)은, 도 1에 도시한 바와 같이, 일정간격으로 H빔(4)을 배치하고 상기 H빔(4)들 사이에 목재로 된 토류판(6)을 삽입하여 형성하고 있다. 상기 흙막이 구조물(2)은, 지반 굴착시 토압에 의한 토사 및 지하수의 유입되지 않도록 하는 역할을 한다.As shown in FIG. 1, the earth block structure 2 is formed by arranging an H beam 4 at a predetermined interval and inserting a wood plate 6 between the H beams 4. Doing. The retaining structure (2) serves to prevent the infiltration of earth and sand by earth pressure during the excavation of the ground.

상기한 흙막이 구조물(2)의 시공은, 지반 굴착이 어느 정도 진행된 상태에서 H빔(2)과 토류판(4)을 설치하고 토류판(4)의 뒤편에 흙을 메워 완료하고 있다.The construction of the earthenware structure 2 is completed by installing the H beam 2 and the earth plate 4 in a state where the ground excavation has been advanced to some extent, and filling the soil behind the earth plate 4.

그러나 상기한 흙막이 구조물(2)은, 다수개의 목재 토류판(4)을 이용하여 방 호벽을 형성하고 있어, 차수기능이 떨어지고 강성이 부족한 문제점이 있다. However, the above-mentioned earth block structure (2), by using a plurality of wood earth plate (4) to form a barrier, there is a problem that the order function is poor and the rigidity is insufficient.

그리고 상기 토류판(4)은, 재활용하기 어려워 지중에 그대로 매설하고 있어 환경을 오염시키는 문제점이 있다.In addition, the earth plate 4 is difficult to recycle, and is buried in the ground as it has a problem of polluting the environment.

또한, 차수기능 저하 및 재활용 미비점을 극복하고자 흙막이 구조물의 H빔들 사이에 목재 토류판을 이중으로 삽입하는 경우에는, 강성은 보강되지만 자재비와 작업량이 증가하는 문제점이 있다. In addition, in the case of double inserting the wood earthen plate between the H beams of the earthenware structure to overcome the lowering of the order function and recycling shortcomings, there is a problem in that the rigidity is reinforced but the material cost and work load increases.

한편, 목재로 된 토류판 대신 고강도의 콘크리트 토류판을 사용하여 흙막이 구조물을 설치하는 예도 있으나, 이러한 경우에는 상기 H빔들 간격이 서로 다르기 때문에 토류판을 각각 별도 제작해야 하는 문제점이 있다.On the other hand, there is an example in which the earthenware structure is installed using a high-strength concrete earthen board instead of a wood earthen board, but in this case, there is a problem in that the earthen boards must be manufactured separately because the H beams are different from each other.

본 발명은 상기한 종래기술의 문제점을 해소하기 위하여 제안된 것으로서, 본 발명의 목적은, 각종 건축 및 토목 공사시 지중의 H빔 사이에 파형판을 설치하여 지반을 안정화시키는데 있다. The present invention has been proposed in order to solve the above problems of the prior art, an object of the present invention is to stabilize the ground by installing a corrugated plate between the H beam in the ground during various construction and civil engineering works.

본 발명의 다른 목적은, 얇은 금속재 강판을 이용하여 제작한 파형판에 산부 및 골부를 형성하여 내구성을 증대시키는데 있다. Another object of the present invention is to increase the durability by forming the ridges and valleys on the corrugated plate produced by using a thin metal steel sheet.

본 발명의 또 다른 목적은, 파형판을 얇은 금속재 강판으로 제작할 수 있어 경량화를 도모하는데 있다.Still another object of the present invention is to form a corrugated sheet with a thin metal sheet and to reduce the weight.

상기한 기술적 과제를 달성하기 위한 본 발명의 흙막이 판부재는, 지중에 간격을 두고 입설되는 H빔과, 상기 H빔 사이의 지중에 입설되어 지반의 안정과 지하수의 유입을 막는 흙막이 판부재에 있어서, 상기 흙막이 판부재는, H빔삽입홈을 양단에 형성하고 일정 곡률의 산(山)부 및 골부가 반복적으로 형성되는 파형판과, 상기 파형판과 띠장 사이에 구비되어 일단이 파형판의 골부에 밀착되고 타단이 띠장에 걸쳐지는 골 지지부재를 포함하는 것을 특징으로 한다. In order to achieve the above technical problem, the diaphragm member of the present invention includes an H beam placed at intervals in the ground, and an earth plate member placed in the ground between the H beams to prevent ground stability and inflow of groundwater. The corrugated plate member may include a corrugated plate having H beam insertion grooves formed at both ends thereof, and a hill and valley portions having a predetermined curvature formed repeatedly between the corrugated plate and the strip, and having one end of the corrugated plate. It is characterized in that it comprises a bone support member in close contact with the other end over the band.

또한, 상기 파형판은, 일정 곡률로 반복 형성되는 다수의 산(山)부 및 골부와, H빔의 날개에 삽입되도록 양단에 형성되는 H빔삽입홈을 포함하는 것을 특징으로 한다. In addition, the corrugated plate, it characterized in that it comprises a plurality of mountain (ridge) and valleys that are repeatedly formed at a predetermined curvature, and H beam insertion grooves formed at both ends to be inserted into the wings of the H beam.

또한, 상기 파형판은, 산부 및 골부가 직각, 삼각, 호형으로 반복 형성되는 것을 특징으로 한다.In addition, the corrugated plate, it characterized in that the ridges and valleys are formed repeatedly at right angles, triangles, arcs.

또한, 상기 H빔삽입홈은, H빔에 삽입이 용이하도록 직선형으로 형성되는 것을 특징으로 한다.In addition, the H-beam insertion groove is characterized in that it is formed in a straight line to facilitate insertion into the H-beam.

또한, 상기 골 지지부재는, 파형판의 골부에 밀착시 헛돌지 않게 형성되는 돔헤드와; 상기 돔헤드의 나사관에 결합되는 조절볼트와; 상기 조절볼트의 받침판이 삽입되도록 띠장에 걸쳐지는 걸이형 설치홀더를 포함하는 것을 특징으로 한다.In addition, the bone support member, and the dome head is formed so as not to be in close contact with the bone portion of the corrugated plate; An adjustment bolt coupled to the screw tube of the dome head; It characterized in that it comprises a hook-type installation holder that spans the belt so that the support plate of the adjustment bolt is inserted.

또한, 상기 돔헤드는, 원주형, 삼각기둥형, 사각기둥형으로 형성되는 것을 특징으로 한다. In addition, the dome head is characterized in that it is formed in a columnar, triangular prism, rectangular shape.

본 발명에 의하면, 얇은 금속재 강판으로 제작된 파형판의 경량화로 운반 및 시공시 취급이 용이한 효과가 있다.According to the present invention, the weight of the corrugated plate made of a thin metal sheet is reduced, and thus handling is easy during transportation and construction.

또한, 파형판을 진동해머로 지중의 H빔사이에 간단히 매설할 수 있어 공사기간을 단축할 수 있는 효과가 있다.In addition, since the corrugated plate can be easily buried between the H beams in the ground with a vibration hammer, the construction period can be shortened.

또한, 파형판의 수거가 용이하고 재활용 할 수 있어 환경오염 및 자원낭비를 줄일 수 있는 효과가 있다. In addition, it is easy to collect and recycle the corrugated plate has the effect of reducing environmental pollution and resource waste.

이하, 본 발명의 바람직한 일 실시예를 첨부한 도면에 의하여 더욱 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings a preferred embodiment of the present invention will be described in more detail.

본 발명에 따르면 흙막이 판부재(10)는, 도 2에 도시한 바와 같이, 지중에 간격을 두고 입설되는 H빔(12) 사이의 지중에, 지반의 안정과 지하수의 유입을 차단하기 위하여 매설된다. According to the present invention, as shown in FIG. 2, the retaining plate member 10 is buried in the ground between the H beams 12 which are placed at intervals in the ground to block the ground stability and inflow of groundwater. .

상기한 흙막이 판부재(10)에는, H빔삽입홈(14)을 양단에 형성하고 일정 곡률의 산부(16) 및 골부(18)가 반복적으로 형성되는 파형판(20)이 구비되어 있다. The soil plate member 10 is provided with a corrugated plate 20 in which the H beam insertion grooves 14 are formed at both ends, and the peaks 16 and valleys 18 having a predetermined curvature are repeatedly formed.

상기한 파형판(20)은, 두께가 얇은 금속재 강판으로 형성되어, 운반 및 시공시 취급이 용이하다. 상기 파형판(20)은, 산부(16) 및 골부(18)가 직각, 사각, 호형으로 반복 형성될 수 있다. The corrugated plate 20 is formed of a thin metal sheet, and is easy to handle during transportation and construction. In the corrugated plate 20, the peaks 16 and the valleys 18 may be repeatedly formed at right angles, squares, and arcs.

그리고 파형판(20)에는, 양단에 H빔(12)에 삽입되도록 하는 H빔삽입홈(14)이 형성되어 있다. 상기 H빔삽입홈(14)은, H빔(12)에 견고하게 삽입되도록 일정 깊이로 형성되며, 삽입이 용이하도록 직선형으로 형성된다. The corrugated plate 20 has H beam insertion grooves 14 formed at both ends thereof to be inserted into the H beam 12. The H-beam insertion groove 14 is formed to a certain depth so as to be firmly inserted into the H-beam 12, and is formed in a straight shape to facilitate insertion.

그리고 상기 흙막이 판부재(10)에는, 토압을 지탱하는 파형판(20)의 내구성을 보조하도록, 띠장(22)에 거치되고 골부(18)에 접촉 설치되는 골 지지부재(24)가 구비되어 있다.In addition, the earthen board member 10 is provided with a bone support member 24 mounted on the belt 22 to be in contact with the valley 18 so as to assist the durability of the corrugated plate 20 supporting the earth pressure. .

상기한 골 지지부재(24)에는, 파형판(20)의 골부(18)를 지지하도록 밀착되는 돔헤드(26)가 구비되어 있다. 상기 돔헤드(26)는, 조절볼트(28)에 나사결합으로 조립된다. 상기한 돔헤드(26)는, 조절볼트(28)를 회전시킬 때 골부(18)에 밀착되며, 원주형, 삼각기둥형, 사각기둥형 중 어느 하나로 형성된다. 상기한 돔헤드(26)를 기둥 타입으로 형성함으로써, 골부(18)에 밀착되고 조절시 헛돌지 않게 된다.The bone support member 24 is provided with a dome head 26 in close contact with the bone support 18 of the corrugated plate 20. The dome head 26 is assembled to the adjustment bolt 28 by screwing. The dome head 26 is in close contact with the valleys 18 when the adjustment bolt 28 is rotated, and is formed of any one of a columnar shape, a triangular prism shape, and a square prism shape. By forming the dome head 26 in the form of a column, the dome head 26 is in close contact with the valleys 18 and does not turn around when adjusted.

상기한 조절볼트(28)에는, 후술하는 걸이형 설치홀더(30)에 삽입되도록 받침판(32)이 형성되어 있다. 상기한 받침판(32)은, 걸이형 설치홀더(30)에 조립시 조절볼트(28)의 자세가 수평이 되도록 한다. 그리고 조절볼트(28)에는, 돔헤드(26)가 결합되도록 하는 나사부와 볼트헤드(34)가 형성되어 있다. 상기한 볼트헤드(34)는, 조절볼트(28)를 회전시킬 때 파지수단에 의하여 회전된다. On the adjustment bolt 28, the support plate 32 is formed to be inserted into the hook-type mounting holder 30 to be described later. The support plate 32 is such that the posture of the adjustment bolt 28 is horizontal when assembled to the hook-type mounting holder (30). And the adjustment bolt 28, the threaded portion and the bolt head 34 to be coupled to the dome head 26 is formed. The bolt head 34 is rotated by the holding means when rotating the adjustment bolt 28.

상기한 바와 같이 조절볼트(28)가 조립되는 걸이형 설치홀더(30)에는, 띠장(22)에 걸 수 있도록 형성되는 걸이형 베이스판(36)에 지지홈(38)이 형성되어 있다. 상기 지지홈(38)은, 삽입되는 받침판(32)의 이탈방지 및 회전이 가능하도록 형성된다. 상기한 걸이형 베이스판(36)은, 띠장(22)에 거는 방법 외에 미리 부착시켜 둘 수도 있다.As described above, in the hanger mounting holder 30 to which the adjusting bolt 28 is assembled, the support groove 38 is formed in the hanger base plate 36 which is formed to be hooked to the belt long. The support groove 38 is formed to prevent the separation and rotation of the support plate 32 to be inserted. The hook-type base plate 36 may be attached in advance in addition to the method of hanging on the strip 22.

이하, 상기한 바와 같이 이루어지는 본 발명의 시공예를 설명한다. Hereinafter, the construction example of this invention comprised as mentioned above is demonstrated.

먼저, 건축 및 토목 공사시 굴착될 지반에 H빔(12)을 일정 간격을 두고 매설한다. 다음으로 H빔(12)들의 사이에 파형판(20)들을 통상의 진동해머(도시생략)로 매설한다. 상기한 파형판(20)을 매설할 때, 파형판(20)의 H빔삽입홈(14)을 H빔(12) 에 삽입시킨 상태에서 매설한다. First, the H beam 12 is buried at a predetermined interval in the ground to be excavated during construction and civil engineering. Next, the corrugated plates 20 are embedded with the ordinary vibration hammer (not shown) between the H beams 12. When embedding the corrugated plate 20, the corrugated plate 20 is embedded in the state in which the H beam insertion groove 14 of the corrugated plate 20 is inserted into the H beam 12.

상기한 파형판(20)들은, 지중에 매설된 H빔(12)들의 사이에 조립된다. 상기 파형판(20)들은, 지반의 굴착 깊이가 깊으면 적층시켜 매설할 수도 있다. The corrugated plates 20 are assembled between the H beams 12 embedded in the ground. The corrugated plates 20 may be stacked and embedded if the excavation depth of the ground is deep.

상기한 바와 같이, 파형판(20)들에 대한 매설이 끝나면, 지반의 굴착으로 드러난 파형판(20)이, 토압에 의하여 변형되거나 휘지 않도록 굴착측에서 H빔(12)들에 띠장(22)을 부착한다. As described above, when the embedding of the corrugated plates 20 is finished, the corrugated plate 20 exposed by the excavation of the ground is stripped to the H beams 12 at the excavation side so that the corrugated plate 20 is not deformed or bent by earth pressure. Attach.

상기한 띠장(22)이 H빔(12)에 설치되면, 파형판(20)에 형성된 골부(18)와 마주하는 띠장(22)에 골 지지부재(24)들을 거치한다. When the band 22 is installed on the H beam 12, the bone support members 24 are mounted on the band 22 facing the valleys 18 formed on the corrugated plate 20.

그리고 나서 조절볼트(28)를 회전시켜 돔헤드(26)의 돌출 정도를 조절한다. 이에 따라 돔헤드(26)는, 조절볼트(28)에서 전진 및 후진하여 파형판(20)의 골부(18)를 지지하게 된다. Then adjust the degree of protrusion of the dome head 26 by rotating the adjustment bolt (28). Accordingly, the dome head 26 moves forward and backward from the adjustment bolt 28 to support the valleys 18 of the corrugated plate 20.

상기한 조절볼트(28) 및 돔헤드(26)로 파형판(20)을 지지하는 골지지부재(24)는, 토압에 의하여 파형판(20)이 휘거나 변형되는 것을 방지한다.The corrugated support member 24 supporting the corrugated plate 20 by the adjustment bolt 28 and the dome head 26 prevents the corrugated plate 20 from being bent or deformed by earth pressure.

또한, 상기 파형판(20)은, 도 5 및 도 6에 도시한 바와 같이, 산부(16) 및 골부(18)를 형성하지 않고 평면부(40)만 형성한 형태로 제작할 수도 있다. 5 and 6, the corrugated plate 20 may be manufactured in a form in which only the flat portion 40 is formed without forming the peak portion 16 and the valley portion 18.

상기한 바와 같이 평면부(40)를 형성한 파형판(20)에는, 평면부(40)의 일측면에 돌출되도록 H빔삽입홈(14-1)이 형성되어 있다. 상기한 H빔삽입홈(14-1)은, 평면부(40)의 어느 한면에 치우치도록 형성하여 파형판(20) 원판이 H빔(12)에 걸리도록 설치할 수 있다. 이에 따라 파형판(20)은, 토압에 대한 지지력 향상이 가능하게 된다.As described above, the corrugated plate 20 having the flat portion 40 formed therein is formed with an H beam insertion groove 14-1 to protrude on one side of the flat portion 40. The H-beam insertion groove 14-1 may be formed so as to be biased on one surface of the flat portion 40 so that the corrugated plate 20 original plate is caught by the H-beam 12. Thereby, the corrugated board 20 can improve the bearing capacity with respect to earth pressure.

또한, H빔삽입홈(14-2)은, 도 6에 도시한 바와 같이, 평면부(40)를 기준으로 할 때 중심에 형성할 수도 있다. In addition, the H beam insertion groove 14-2 may be formed in the center when the flat portion 40 is referred to as shown in FIG. 6.

본 발명은 상술한 특정의 바람직한 실시예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술 분야에서 통상의 지식을 가진자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고, 그와 같은 변경은 기재된 특허청구범위 내에 있게 된다.The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by any person having ordinary skill in the art without departing from the gist of the present invention claimed in the claims. Of course, such modifications are intended to fall within the scope of the appended claims.

본 발명은, 파형판의 경량화와 골 지지부재에 의한 보강을 통해 토압에 의한 변형과 휨이 방지되도록 하면서 매설할 수 있는 흙막이 판부재로서, 건축 및 토목 시공 분야에 널리 이용될 수 있다. The present invention can be widely used in the field of construction and civil construction as a soil plate member that can be embedded while preventing the deformation and bending caused by earth pressure through the weight of the corrugated plate and reinforcement by the bone support member.

도 1은, 종래의 흙막이 구조물을 도시한 사시도.1 is a perspective view showing a conventional earth block structure.

도 2는, 본 발명의 실시예에 따른 흙막이 판부재를 도시한 분해사시도.Figure 2 is an exploded perspective view showing a holding plate member according to an embodiment of the present invention.

도 3은, 도 2에 나타낸 흙막이 판부재의 시공 상태를 도시한 사시도.FIG. 3 is a perspective view showing a construction state of the soil plate member shown in FIG. 2. FIG.

도 4는, 도 3의 A-A를 도시한 도면.4 shows A-A of FIG. 3;

도 5는, 도 2에 나타낸 흙막이 판부재의 다른 실시예를 도시한 도면.5 is a view showing another embodiment of the retaining plate member shown in FIG. 2;

도 6은, 도 5에 나타낸 흙막이 판부재의 또 다른 실시예를 도시한 도면.FIG. 6 is a view showing still another embodiment of the retaining plate member shown in FIG. 5; FIG.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

10: 흙막이 판부재 12: H빔(Beam)10: earth plate member 12: H beam (Beam)

14: H빔삽입홈 16: 산(山)부14: H beam insertion groove 16: mountain part

18: 골부 20: 파형판18: valley 20: corrugated plate

24: 골 지지부재 26: 돔헤드(Dome Head)24: goal support member 26: dome head

28: 조절볼트 30: 걸이형 설치홀더(Holder)28: adjusting bolt 30: hanger mounting holder (Holder)

Claims (6)

지중에 간격을 두고 입설되는 H빔(12)과, 상기 H빔(12) 사이의 지중에 매설되어 지반의 안정과 지하수의 유입을 막는 흙막이 판부재에 있어서,In the H-beam 12 placed at intervals in the ground and the earth plate member buried in the ground between the H-beam 12 to prevent the stability of the ground and the inflow of groundwater, 상기 흙막이 판부재(10)는, H빔삽입홈(14)을 양단에 형성하고 일정 곡률의 산부(16) 및 골부(18)가 반복적으로 형성되는 파형판(20)과,The earthen board member 10 includes a corrugated plate 20 in which H beam insertion grooves 14 are formed at both ends, and the peaks 16 and valleys 18 having a predetermined curvature are repeatedly formed. 상기 파형판(20)과 띠장(22) 사이에 구비되어 일단이 파형판(20)의 골부(18)에 밀착되고 타단이 띠장(22)에 걸쳐지는 골 지지부재(24)를 포함하는 것을 특징으로 하는 흙막이 판부재.And a bone support member 24 provided between the corrugated plate 20 and the strip 22 so that one end is in close contact with the valley 18 of the corrugated plate 20 and the other end thereof spans the strip 22. An earthen board member made of. 제 1 항에 있어서,The method of claim 1, 상기 파형판(20)은, 일정 곡률로 반복 형성되는 다수의 산(山)부(16) 및 골부(18)와, H빔(12)에 삽입되도록 양단에 형성되는 H빔삽입홈(14)을 포함하는 것을 특징으로 하는 흙막이 판부재. The corrugated plate 20 includes a plurality of mountain portions 16 and valleys 18 repeatedly formed at a predetermined curvature, and H beam insertion grooves 14 formed at both ends to be inserted into the H beam 12. Earthing plate member comprising a. 제 2 항에 있어서,The method of claim 2, 상기 파형판(20)은, 산부(16) 및 골부(18)가 직각, 삼각, 호형 중 어느 하나로 반복 형성되는 것을 특징으로 하는 흙막이 판부재.The corrugated plate member 20, the soil plate member, characterized in that the peak portion (16) and valleys (18) are repeatedly formed in any one of a right angle, a triangle, an arc shape. 제 2 항에 있어서,The method of claim 2, 상기 H빔삽입홈(14)은, H빔(12)에 삽입이 용이하도록 직선형으로 형성되는 것을 특징으로 하는 흙막이 판부재.The H beam insertion groove 14, the earth plate member, characterized in that formed in a straight line to facilitate insertion into the H beam (12). 제 1 항에 있어서,The method of claim 1, 상기 골 지지부재(24)는, 파형판(20)의 골부(18)에 밀착되도록 형성되는 돔헤드(26)와; 상기 돔헤드(26)에 나사 결합되는 조절볼트(28)와; 상기 조절볼트(28)의 받침판(32)이 삽입되고 띠장(22)에 걸쳐지는 걸이형 설치홀더(30)를 포함하는 것을 특징으로 하는 흙막이 판부재.The bone support member 24 includes a dome head 26 formed to be in close contact with the valley portion 18 of the corrugated plate 20; An adjusting bolt 28 screwed to the dome head 26; Retaining plate member, characterized in that it comprises a hook-type mounting holder 30 is inserted into the support plate 32 of the adjustment bolt 28 and spans the belt length (22). 제 5 항에 있어서, The method of claim 5, 상기한 돔헤드(26)는, 원주형, 삼각기둥형, 사각기둥형 중 어느 하나로 형성되는 것을 특징으로 하는 흙막이 판부재.The dome head 26 is an earthen board member, characterized in that formed in any one of the columnar, triangular prism, square quadrangular.
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KR101341673B1 (en) * 2013-04-03 2013-12-16 주식회사 남흥토건 Retaining pannel with guide
KR101651646B1 (en) * 2016-04-22 2016-08-26 유한회사 강남이앤씨 Cutoff wall structure with type of binding steel plate, and construction method of cutoff wall of temporary facility using the same
KR101851279B1 (en) * 2017-04-18 2018-04-23 유한회사 강남이앤씨 Construction method of low-depth cutoff wall using steel plates connected in sequence
KR102036648B1 (en) 2019-06-21 2019-11-26 김재근 Construction of multiple toter wall for installation of earth retaining safety work and its installation method
KR102134366B1 (en) 2019-07-11 2020-07-15 주식회사 신암이앤씨 Ground soil retaining method using h-beam and steel sheet
KR20210007412A (en) 2019-07-11 2021-01-20 주식회사 신암이앤씨 Lozenge shape pile for retaining ground soil and construction method using the same
KR102139743B1 (en) 2020-03-31 2020-07-30 주식회사 신암이앤씨 Soil retaining method using steel pipe for retaining ground soil and steel plate
KR102259036B1 (en) 2020-12-24 2021-05-31 천종열 Method of installing a foundation soil barrier wall for a building that prevents soil inflow and secures construction stability and the installation structure of the foundation soil barrier wall
KR102493993B1 (en) 2022-03-07 2023-01-30 김한수 Earth wall for retaining safety construction through soil inflow prevention and installation method of the earth wall

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