KR100968491B1 - Retaing wall plate for continuous work - Google Patents

Retaing wall plate for continuous work Download PDF

Info

Publication number
KR100968491B1
KR100968491B1 KR1020080045585A KR20080045585A KR100968491B1 KR 100968491 B1 KR100968491 B1 KR 100968491B1 KR 1020080045585 A KR1020080045585 A KR 1020080045585A KR 20080045585 A KR20080045585 A KR 20080045585A KR 100968491 B1 KR100968491 B1 KR 100968491B1
Authority
KR
South Korea
Prior art keywords
plate
corrugated plate
continuous
buried
ground
Prior art date
Application number
KR1020080045585A
Other languages
Korean (ko)
Other versions
KR20090119502A (en
Inventor
김영수
Original Assignee
김영수
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 김영수 filed Critical 김영수
Priority to KR1020080045585A priority Critical patent/KR100968491B1/en
Publication of KR20090119502A publication Critical patent/KR20090119502A/en
Application granted granted Critical
Publication of KR100968491B1 publication Critical patent/KR100968491B1/en

Links

Images

Classifications

    • 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
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1678—Shapes triangular
    • 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
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

Abstract

본 발명은 연속매설용 흙막이 판부재에 관한 것으로서, 앞서 매설된 파형판에 나중에 매설되는 파형판을 연속적으로 조립하여 굴착지반을 안정화시킬 수 있도록 하는 것을 목적으로 한다. The present invention relates to a continuous buried earth plate member, an object of the present invention to stabilize the excavation ground by continuously assembling the corrugated plate to be buried later in the previously embedded corrugated plate.

이를 실현하기 위한 본 발명은, H빔으로 지탱이 되고, 굴착 지반의 안정과 지하수의 유입이 차단되도록 지중에 매설되는 흙막이 판부재에 있어서, 상기 흙막이 판부재는, 띠장에 설치되는 골 지지부재와; 상기 골 지지부재에 의하여 일정 곡률로 반복 형성되는 골부 및 산부가 지지되고, 다른 파형판이 조립되도록 파형판의 일측 단부에 형성되는 연속매설용 삽입홈;을 포함하는 것을 특징으로 한다.The present invention for realizing this, in the earthen board member which is supported by the H-beam, buried in the ground so that the stability of the excavation ground and the inflow of groundwater is blocked, the earthen board member, and the bone support member is installed on the belt; ; And a valley portion and a peak portion repeatedly formed at a predetermined curvature by the valley support member, and an insertion groove for continuous embedding formed at one end of the corrugation plate so that the other corrugation plate is assembled.

본 발명에 따르면, 흙막이 판부재의 일 측단에 연속매설용 삽입홈을 형성하여 중간에 H빔의 지탱없이도 긴 굴착구간에 걸쳐 굴착지반을 안정화시킬 수 있는 효과가 있다.According to the present invention, there is an effect of stabilizing the excavation ground over a long excavation section without the support of the H-beam in the middle by forming an insertion groove for continuous embedding at one end of the earth plate member.

굴착, 흙막이, 지반, 터파기 Excavation, Earthquake, Soil, Dig

Description

연속매설용 흙막이 판부재{RETAING WALL PLATE FOR CONTINUOUS WORK}Continuous burial plate member {RETAING WALL PLATE FOR CONTINUOUS WORK}

본 발명은, 연속매설용 흙막이 판부재에 관한 것으로서, 더욱 상세하게는, 앞서 매설된 파형판에 나중에 매설되는 파형판을 연속적으로 조립하여 굴착지반을 안정화시킬 수 있도록 하는 연속매설용 흙막이 판부재에 관한 것이다.The present invention relates to a continuous buried earth plate member, and more particularly, to a continuous buried earth plate member for stabilizing the excavation ground by continuously assembling the corrugated plate to be buried later in the previously buried corrugated plate It is about.

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 지하수가 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 soil and ground water from flowing in by earth pressure when excavating 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 메우면서 이루어진다.The construction of the earth block structure (2) is made while installing the H-beam (2) and the earth plate (4) in the state of the ground excavation 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 그대로 지중에 매설하고 있어 환경을 오염시키는 문제점이 있다.In addition, the earth plate 4 is difficult to recycle and is buried in the ground as it is, which has a problem of polluting the environment.

또한, 상기 흙막이 구조물에 대한 차수기능 저하 및 재활용 미비점을 극복하고자 흙막이 구조물의 H빔들 사이에 목재 토류판을 이중으로 삽입하는 경우가 있는데, 이 경우 구조물의 강성은 보강되지만 자재비와 작업량이 증가하는 문제점이 있다. In addition, there is a case in which a wooden earth plate is inserted twice between the H beams of the masonry structure to overcome the deterioration of the order function and the incomplete recycling point of the masonry structure. have.

또한, 목재로 된 토류판 대신 고강도의 콘크리트 토류판을 사용하여 흙막이 구조물을 설치하는 예도 있으나, 이 경우에는 상기 H빔들 간격이 현장마다 서로 다르기 때문에 토류판을 각각 별도 제작해야 하는 문제점이 있다.In addition, 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 separately manufactured because the H beams are different from site to site.

본 발명은 상기한 종래기술의 문제점을 해소하기 위하여 제안된 것으로서, 본 발명의 목적은, 나중에 매설되는 파형판을 먼저 매설된 파형판에 조립시켜 연속적으로 매설하는데 있다.The present invention has been proposed in order to solve the above problems of the prior art, and an object of the present invention is to assemble a waveform plate to be buried later to be buried in a buried wave plate.

본 발명의 또 다른 목적은, 파형판의 연속매설을 위하여 파형판의 일측단에 연속매설용 삽입홈을 형성하는데 있다.Still another object of the present invention is to form a continuous embedding groove at one end of the corrugated plate for continuous embedding of the corrugated plate.

본 발명의 또 다른 목적은, 파형판의 골부를 지지하는 골 지지부재를 설치하여 파형판의 변형과 휨이 방지되도록 하는 데 있다.Another object of the present invention is to provide a bone support member for supporting the valley of the corrugated plate to prevent deformation and bending of the corrugated plate.

상기한 기술적 과제를 달성하기 위한 본 발명의 연속매설용 흙막이 판부재는, H빔으로 지탱이 되고, 굴착 지반의 안정과 지하수의 유입이 차단되도록 지중에 매설되는 흙막이 판부재에 있어서, 상기 흙막이 판부재는, 띠장에 설치되는 골 지지부재와, 상기 골 지지부재에 의하여 지지되는 골부 및 산부를 일정 곡률로 형성한 파형판과, 상기 파형판에 다른 파형판이 조립되도록 파형판의 일측 단부에 형성되는 연속매설용 삽입홈을 포함하는 것을 특징으로 한다.In order to achieve the above technical problem, the continuous buried earth plate member of the present invention is supported by the H-beam, the earth plate plate buried in the ground so that the stability of the excavation ground and the inflow of groundwater, the earth plate The member may be formed at one end of the corrugated plate such that a corrugated plate formed on a belt, a corrugated plate formed with a valley and a peak supported by the corrugated support member with a predetermined curvature, and another corrugated board assembled to the corrugated board. It characterized in that it comprises a continuous embedding groove.

또한, 상기 파형판은, 산부 및 골부가 직각, 삼각, 호형 중 어느 하나가 반복 형성되는 것을 특징으로 한다.In addition, the corrugated plate is characterized in that any one of the right and right, triangular, arc-shaped portion is formed repeatedly.

또한, 상기 연속매설용 삽입홈은, 일정 곡률로 파형판의 양측에 형성되는 것을 특징으로 한다.In addition, the continuous embedding groove is characterized in that formed on both sides of the corrugated plate with a predetermined curvature.

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

또한, 상기 돔헤드는, 원주형, 삼각기둥형, 사각기둥형 중 어느 하나로 형성되는 것을 특징으로 한다. In addition, the dome head, characterized in that formed in any one of the columnar, triangular prism, square.

본 발명에 의하면, 연속매설용 파형판을 얇은 금속판으로 제작할 수 있어 운반 및 취급이 용이한 효과가 있다.According to the present invention, the corrugated plate for continuous embedding can be made of a thin metal plate, which has an effect of easy transportation and handling.

또한, 연속매설용 파형판의 경량화로 설치 작업이 쉬운 효과가 있다.In addition, the installation work is easy due to the weight reduction of the continuous buried corrugated plate.

또한, 연속매설용 파형판에 형성된 산부 및 골부의 형성으로 토압에 대한 내구성을 유지할 수 있는 효과가 있다.In addition, there is an effect that can maintain the durability against earth pressure by forming the peaks and valleys formed in the corrugated plate for continuous embedding.

또한, 연속매설용 파형판을 재활용 할 수 있어 환경오염 및 자원낭비를 줄일 수 있고, 공사비를 절감할 수 있는 효과가 있다.In addition, the continuous buried corrugated plate can be recycled to reduce environmental pollution and waste of resources, it is possible to reduce the construction cost.

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 연속매설용 흙막이 판부재(20)는, 도 2에 도시한 바와 같이, 지중에 간격을 두고 입설되는 H빔(22) 사이의 지중에 지반의 안정과 지하수의 유입을 차단하기 위하여 시공된다. According to the present invention, as shown in Figure 2, the continuous buried earth plate member 20, in order to block the stability of the ground and the inflow of groundwater in the ground between the H beam 22, which is placed at intervals in the ground It is constructed.

상기한 연속매설용 흙막이 판부재(20)에는, 연속매설용 삽입홈(24)이 일측 단부에 형성된 파형판(26)이 구비되어 있다. 상기한 삽입홈(24)은, 조립되는 다른 파형판이 분리되지 않도록 일정 깊이와 곡률로 형성되어 결속을 견고히 한다.The above-mentioned continuous embedding plate member 20 is provided with a corrugated plate 26 having a continuous embedding groove 24 formed at one end thereof. The insertion groove 24 is formed to a certain depth and curvature so as not to separate the other corrugated plate to be assembled to strengthen the binding.

그리고 파형판(26)은, 일정 곡률의 산부(28) 및 골부(30)가 반복적으로 형성되어 있으며, 금속재의 얇은 강판으로 제작된다. 상기한 산부(28) 및 골부(30)는 직각, 삼각, 호형 중 어느 하나로 반복 형성된다.And the corrugated board 26 is formed with the part 28 and the valley part 30 of constant curvature repeatedly, and is produced by the thin steel plate of a metal material. The mountain portion 28 and the valley portion 30 is formed in any one of right angle, triangle, arc shape.

상기한 흙막이 판부재(20)에는, 토압을 지탱하는 파형판(26)을 보조하도록 띠장(32)에 거치되고 골부(30)에 접촉 설치되는 골 지지부재(34)가 구비되어 있다.The soil plate member 20 is provided with a bone support member 34 mounted on the belt 32 to contact the valley portion 30 so as to assist the corrugated plate 26 to support the earth pressure.

상기한 골 지지부재(34)에는, 파형판(26))의 골부(30)를 지지하도록 밀착되는 돔헤드(36)가 구비되어 있다. 상기 돔헤드(36)는, 조절볼트(38)에 나사결합으로 조립된다. 상기한 돔헤드(36)는, 조절볼트(38)를 회전시킬 때 골부(30)에 밀착되어 헛돌지 않도록 일정 길이로 형성된다. 상기한 돔헤드(36)는, 산부(28) 및 골부(30)의 형태에 따라 원주형, 삼각기둥형, 사각기둥형 중 어느 하나로 형성될 수 있다.The bone support member 34 is provided with a dome head 36 in close contact with the bone support 30 of the corrugated plate 26. The dome head 36 is assembled to the adjustment bolt 38 by screwing. The dome head 36 is formed to have a predetermined length so as not to be in close contact with the valley part 30 when the adjustment bolt 38 is rotated. The dome head 36 may be formed of any one of a columnar shape, a triangular prism shape, and a square pillar shape according to the shape of the peak portion 28 and the valley portion 30.

상기한 조절볼트(38)에는, 후술하는 설치홀더(40)에 삽입되도록 받침판(42)이 형성되어 있다. 상기한 받침판(42)은, 조절볼트(38)가 수평자세를 유지할 수 있도록 한다. 그리고 조절볼트(38)는, 돔헤드(36)와 나사부로 결합되고 회전시킬 수 있도록 볼트헤드(44)가 형성되어 있다. 상기한 조절볼트(38)는, 볼트헤드(44)에 의하여 정회전 및 역회전된다. On the adjustment bolt 38, the support plate 42 is formed to be inserted into the mounting holder 40 to be described later. The support plate 42 allows the adjustment bolt 38 to maintain a horizontal posture. And the adjustment bolt 38, the bolt head 44 is formed so that the domed head 36 and the screw portion can be rotated. The adjustment bolt 38 is rotated forward and reverse by the bolt head 44.

상기한 바와 같이 조절볼트(38)의 받침판(42)이 조립되는 걸이형 설치홀더(40)에는, 띠장(32)에 걸도록 형성된 걸이형 베이스판(46)에 받침판(42)의 이탈방지 및 회전이 가능하도록 지지홈(48)이 형성되어 있다.As described above, in the hook-type mounting holder 40 to which the support plate 42 of the adjustment bolt 38 is assembled, the prevention of detachment of the support plate 42 from the hook-type base plate 46 formed to hook the belt-length 32 and The support groove 48 is formed to allow rotation.

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(22)을 간격을 두고 매설한다. 다음으로, H빔(22)들의 사이에 파형판(26)들을 통상의 진동해머(도시생략)로 잡고 매설한다. 상기한 파형판(26)을 매설할 때 파형판(26)의 삽입홈(24)은 H빔(22)에 삽입시킨 상태에서 매설한다. First, the H beam 22 is buried at intervals in the ground to be excavated during construction and civil works. Next, the corrugated plates 26 are held by ordinary vibration hammers (not shown) between the H beams 22 and embedded. When embedding the corrugated plate 26, the insertion groove 24 of the corrugated plate 26 is embedded in the state of being inserted into the H beam 22.

이에 따라, 상기 파형판(26)들은, 미리 지중에 매설된 H빔(22)들에 의하여 안내되면서 조립되고 매설된다. 상기한 파형판(26)들은, 굴착 깊이가 깊으면 적층시킨 상태에서 매설할 수도 있다. Accordingly, the corrugated plates 26 are assembled and embedded while being guided by the H beams 22 embedded in the ground in advance. The corrugated plates 26 may be embedded in a laminated state if the excavation depth is deep.

상기한 바와 같이, 파형판(26)들에 대한 매설이 끝나면 지반을 굴착하고, 이 때 드러난 파형판(26)이 토압에 의하여 변형되거나 휘지 않도록 굴착측에서 H빔(22)들에 띠장(32)을 부착 설치한다. As described above, when the embedding of the corrugated plates 26 is completed, the ground is excavated, and the band 32 is formed on the H beams 22 at the excavation side so that the corrugated plate 26 exposed at this time is not deformed or bent by earth pressure. Attach and install).

상기한 띠장(32)이 H빔(22)에 설치되면 파형판(26)에 형성된 골부(30)마다 내구성이 유지되도록 골 지지부재(34)들을 골부(30)와 마주하는 띠장(32)에 걸어둔다. 이때 미리 띠장(32)에 미리 설치홀더(40)를 걸어두거나 나중에 걸어둘 수 있으며, 이러한 작업은 현장 상황에 따라 적절하게 순서를 바꿔 실시할 수 있다. When the belt 32 is installed on the H beam 22, the bone support members 34 are disposed on the belt 32 facing the valleys 30 so that durability is maintained for each valley 30 formed in the corrugated plate 26. Hang it. In this case, the mounting holder 40 may be hung in advance or hung later on the strip 32, and such work may be performed by changing the order according to the site situation.

그리고 나서, 띠장(32)에 부착된 골 지지부재(34)의 볼트헤드(44)를 회전시킨다. 이에 따라, 조절볼트(38)에 나사 결합된 돔헤드(36)는 전후진 이동을 통해 세팅된다. 상기한 바와 같이 돔헤드(36)가 골부(30)를 밀착 지지함에 따라 파형판(26)은 토압에 의하여 휘거나 변형되지 않게 된다.Then, the bolt head 44 of the bone support member 34 attached to the belt length 32 is rotated. Accordingly, the dome head 36 screwed to the adjustment bolt 38 is set through the forward and backward movement. As described above, as the dome head 36 closely supports the valleys 30, the corrugated plate 26 is not bent or deformed by earth pressure.

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 연속매설할 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 continuously buried 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 연속매설용 흙막이 판부재를 도시한 분해사시도.Figure 2 is an exploded perspective view showing a continuous buried earth plate member according to an embodiment of the present invention.

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

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

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

22: H빔(Beam) 24: 연속매설용 삽입홈22: H beam 24: Insertion groove for continuous burial

26: 파형판 28: 산(山)부26: corrugated plate 28: mountain

30: 골부 32: 띠장30: valley 32: belt

34: 골 지지부재 36: 돔헤드(Dome Head)34: goal support member 36: dome head

38: 조절볼트(Bolt) 40: 걸이형 설치홀더(Holder)38: Adjustment bolt 40: Hanger mounting holder

Claims (5)

H빔(22)으로 지탱이 되고, 굴착 지반의 안정과 지하수의 유입이 차단되도록 지중에 매설되는 흙막이 판부재에 있어서, In the soil plate member which is supported by the H-beam 22 and buried in the ground so that the stability of the excavation ground and the inflow of groundwater are blocked, 상기 흙막이 판부재는, 띠장(32)에 걸어서 거치되는 골 지지부재(34)와, The retaining plate member, and the bone support member 34 which is mounted on the belt 32, 상기 골 지지부재(34)에 의하여 지지되는 산부(28) 및 골부(30)를 일정 곡률로 형성한 파형판(26)과, A corrugated plate 26 formed with a predetermined curvature of the peak portion 28 and the valley portion 30 supported by the bone support member 34; 상기 파형판(26)에 다른 파형판이 조립되도록 파형판(26)의 일측 단부에 형성되는 연속매설용 삽입홈(24)을 포함하는 것을 특징으로 하는 연속매설용 흙막이 판부재. And a continuous embedding groove (24) formed at one end of the corrugated plate (26) such that another corrugated plate is assembled to the corrugated plate (26). 제 1 항에 있어서,The method of claim 1, 상기 파형판(26)은, 산부(28) 및 골부(30)가 직각, 삼각, 호형 중 어느 하나가 반복 형성되는 것을 특징으로 하는 연속매설용 흙막이 판부재. The corrugated plate 26, the ridge 28, the valley portion 30, characterized in that any one of the right angle, triangular, arc-shaped is formed repeatedly. 제 1 항에 있어서,The method of claim 1, 상기 연속매설용 삽입홈(24)은, 일정 곡률로 파형판(26)의 양측에 형성되는 것을 특징으로 하는 연속매설용 흙막이 판부재.The continuous embedding groove 24 is formed on both sides of the corrugated plate 26 with a predetermined curvature, characterized in that the continuous buried earth plate member. 제 1 항에 있어서,The method of claim 1, 상기 골 지지부재(34)는, 파형판(26)의 골부(30)에 밀착시 헛돌지 않게 형성되는 돔헤드(36)와; 상기 돔헤드(36)의 나사관에 결합되는 조절볼트(38)와; 상기 조절볼트(38)의 받침판(42)이 삽입되도록 띠장(32)에 거치되는 걸이형 설치홀더(40)를 포함하는 것을 특징으로 하는 연속매설용 흙막이 판부재.The bone support member 34, the dome head 36 is formed so as not to be in close contact with the valley portion 30 of the corrugated plate 26; An adjusting bolt 38 coupled to the screw tube of the dome head 36; Soil plate member for continuous embedding, characterized in that it comprises a hook-type mounting holder (40) which is mounted on the strip 32 so that the support plate 42 of the adjustment bolt 38 is inserted. 제 1 항에 있어서,The method of claim 1, 상기한 돔헤드(36)는, 원주형, 삼각기둥형, 사각기둥형 중 어느 하나로 형성되는 것을 특징으로 하는 연속매설용 흙막이 판부재. The dome head (36), continuous buried earth plate member, characterized in that formed in any one of the columnar, triangular prism, square.
KR1020080045585A 2008-05-16 2008-05-16 Retaing wall plate for continuous work KR100968491B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020080045585A KR100968491B1 (en) 2008-05-16 2008-05-16 Retaing wall plate for continuous work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020080045585A KR100968491B1 (en) 2008-05-16 2008-05-16 Retaing wall plate for continuous work

Publications (2)

Publication Number Publication Date
KR20090119502A KR20090119502A (en) 2009-11-19
KR100968491B1 true KR100968491B1 (en) 2010-07-07

Family

ID=41603199

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020080045585A KR100968491B1 (en) 2008-05-16 2008-05-16 Retaing wall plate for continuous work

Country Status (1)

Country Link
KR (1) KR100968491B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102501991B1 (en) 2022-03-04 2023-02-21 이룸토건 주식회사 Retaining wall panel for public works

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112726635B (en) * 2020-12-30 2022-04-15 中建市政工程有限公司 Connecting member, connecting structure and groove supporting method for enclosing purlin and steel sheet pile
CN112900449B (en) * 2021-01-20 2023-03-24 东南大学溧阳研究院 Assembled composite corrugated steel partition wall and construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63141232U (en) 1987-03-06 1988-09-16
JPH0587023A (en) * 1991-09-30 1993-04-06 Suzuki Motor Corp Air intake device of internal combustion engine
KR19990008425U (en) * 1997-08-04 1999-03-05 유성용 Sheet file

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63141232U (en) 1987-03-06 1988-09-16
JPH0587023A (en) * 1991-09-30 1993-04-06 Suzuki Motor Corp Air intake device of internal combustion engine
KR19990008425U (en) * 1997-08-04 1999-03-05 유성용 Sheet file

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102501991B1 (en) 2022-03-04 2023-02-21 이룸토건 주식회사 Retaining wall panel for public works

Also Published As

Publication number Publication date
KR20090119502A (en) 2009-11-19

Similar Documents

Publication Publication Date Title
KR100975824B1 (en) Retaining wall plate
KR100882831B1 (en) Reformed sheet plate and the method of installation of the same
KR100959300B1 (en) Structure for temporary retaining wall
KR102082175B1 (en) Apparatus for withstanding against displacement, and construction method for the same
JP5113342B2 (en) Embankment structure
KR100789210B1 (en) Land-side protection wall using composite pile connected two piles in a body
KR100968491B1 (en) Retaing wall plate for continuous work
WO2011046054A1 (en) Earth retaining wall and method of constructing same
KR200409942Y1 (en) Strut supporting member for temporary soil sheathing
KR20110098597A (en) Guide frame for h-steel
KR20030064063A (en) reinforced earth retaining wall construction method
EP2085540A2 (en) A support for a structural member
KR102091972B1 (en) H-pile for earth retaining wall and construction method of earth retaining wall using the same
JP2005213977A (en) Slope stabilizing technique
US8579551B2 (en) MSE anchor system
KR200387344Y1 (en) Establishment structure of strut for retaining walls
KR100657654B1 (en) H-type pile having a plurality of anchor-throughholes
KR200284588Y1 (en) Artificial waterfall structure using retaining wall
JP4809399B2 (en) Wall panel and method of constructing embankment structure using the same
JP6993639B2 (en) Reinforcement structure and reinforcement method for concrete structures, reinforcement reinforcement runner for both structure connection
KR200258922Y1 (en) construction of panel
KR102351788B1 (en) Apparatus for connecting support
KR200348780Y1 (en) Tunnel for preventing a falling rock which uses a corrugated grater
US11891770B2 (en) Catenary panel retaining wall
JP4183680B2 (en) Construction method for civil engineering structures using logs

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130523

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20140415

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20160509

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20180528

Year of fee payment: 9