KR101296693B1 - The Movable land-side protection of which the series structure transfer device is prepared - Google Patents

The Movable land-side protection of which the series structure transfer device is prepared Download PDF

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Publication number
KR101296693B1
KR101296693B1 KR1020120121897A KR20120121897A KR101296693B1 KR 101296693 B1 KR101296693 B1 KR 101296693B1 KR 1020120121897 A KR1020120121897 A KR 1020120121897A KR 20120121897 A KR20120121897 A KR 20120121897A KR 101296693 B1 KR101296693 B1 KR 101296693B1
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South Korea
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continuous structure
support plate
movable
crane
lift
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KR1020120121897A
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Korean (ko)
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KR20130085922A (en
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정진덕
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정진덕
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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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
    • E02D35/005—Lowering or lifting of foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/11—Height being adjustable
    • E02D2200/115—Height being adjustable with separate pieces
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions

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

Abstract

본 발명은 이동식흙막이에 연속구조물 이송수단으로 리프트를 구비하여 크레인을 사용하지 않고 구조물을 이송시킬 수 있는 연속구조물 이송장치가 구비된 이동식흙막이에 관한 것이다.
상기 목적을 달성하기 위해 본 발명은, 지중 관 및 하수박스 등의 저심도 지하 연속구조물(a)을 설치중 굴삭 작업시 토사의 붕괴를 방지하기 위해 사용되되, 전진 이동이 가능하도록 구성된 이동식흙막이(b)에 있어서, 상기 이동식흙막이(b)의 양측 패널(b1) 상단에 각각 형성된 이송레일(10)과 전면 및 하면이 개방된 사각프레임형태로 형성되되, 하단에 동력장치로 구동되는 이송롤러(21)가 구비되어 상기 이송레일(10)에 주행할 수 있는 몸체(20)와 상기 몸체(20) 양측 하단에 구비되되, 기계적수단에 의해 상·하로 이송되는 지지판(30)과 상기 양측 지지판(30) 하단에 결합되되, 기계적수단에 의해 회동되며 회동에 따라 몸체 내부에 연속구조물(a)을 거치 및 배출할 수 있는 거치브라켓(40)과 상기 몸체(20)의 상단에 구비되되, 연속구조물(a)을 지중으로 하강시키기 위해 구비된 리프트(50)로 구성됨을 특징으로 한다.
상기와 같이 구성된 본 발명은, 이동식 흙막이에 구비된 리프트가 크레인을 사용하지 않고 연속구조물을 이송할 수 있어 크레인차량의 상주공간이 필요없기 때문에 공사구간을 축소화시키거나 공간을 다른 방향으로 활용할 수 있는 효과가 있다.
또한, 크레인차량이 불필요하기 때문에 공사비용이 대폭 절감되는 효과도 있다.The present invention relates to a movable mud with a continuous structure transfer apparatus capable of transferring a structure without using a crane by providing a lift as a continuous structure transfer means in the movable mud.
In order to achieve the above object, the present invention, while installing a low-depth underground continuous structure (a) such as underground pipes and sewage box used to prevent the collapse of the soil during the excavation work, a movable mudstone configured to move forward ( In b), the transfer rail 10 and the front and the lower surface is formed in the form of a square frame, each of which is formed at the upper end of the both sides panel (b1) of the movable mudstone (b), the lower end of the transfer roller driven by a power unit ( 21 is provided at the lower end of the body 20 and both sides of the body 20 which can run on the conveying rail 10, the support plate 30 and the support plate 30 is moved up and down by mechanical means ( 30) It is coupled to the bottom, provided by the mechanical bracket and mounted on the top of the mounting bracket 40 and the body 20 to mount and discharge the continuous structure (a) in the body in accordance with the rotation, continuous structure descend (a) to the ground Characterized by consisting of a lift 50 is provided for.
According to the present invention configured as described above, the lift provided in the movable mud can transfer the continuous structure without using a crane, so that there is no need for the resident space of the crane vehicle, the construction section can be reduced or the space can be utilized in another direction. It works.
In addition, since the crane vehicle is unnecessary, there is also an effect that the construction cost is significantly reduced.

Description

연속구조물 이송장치가 구비된 이동식흙막이{The Movable land-side protection of which the series structure transfer device is prepared}Movable land-side protection of which the series structure transfer device is prepared}

본 발명은 이동식흙막이에 연속구조물 이송수단으로 리프트를 구비하여 크레인을 사용하지 않고 구조물을 이송시킬 수 있는 연속구조물 이송장치가 구비된 이동식흙막이에 관한 것이다.
The present invention relates to a movable mud with a continuous structure transfer apparatus capable of transferring a structure without using a crane by providing a lift as a continuous structure transfer means in the movable mud.

일반적으로 흙막이는 지중 관 및 하수박스 등의 지하 연속구조물을 설치하기 위해서는 지중 깊이 10m 이내의 저심도 굴삭이 이루어지고, 상기 굴삭부에 연속구조물을 설치하기 위해 굴삭부 측면의 토사 붕괴를 방지하도록 굴삭 깊이에 상당하는 패널 혹은 파일을 일렬로 정렬하여 설치하는 것이다.In general, in order to install underground continuous structures such as underground pipes and sewage boxes, the earthen blocks are excavated to have a low depth excavation within 10m of the ground depth, and to prevent the earth and earth collapse of the side of the excavation section to install the continuous structure in the excavation section. Install a panel or file that is equivalent to the depth.

상기와 같은 흙막이는 최근에 이르러 흙막이가 설치된 상태에서 전진이동이 가능하도록 개발되어 종래 흙막이의 반복적인 설치와 해체작업이 불필요하여 작업의 속도를 향상시킬 수 있었다.As mentioned above, the earthen board has been developed to be capable of moving forward in a state in which the earthen board is installed in recent years, and thus it is not necessary to repeatedly install and dismantle the conventional earthen board, thereby improving the speed of work.

그러나 상기와 같은 이동식 흙막이는 연속구조물 설치공간에 크레인을 이용하여 연속구조물을 하나씩 이송시켜야 하기 때문에 별도의 크레인 상주공간이 필요한 문제점이 있다.However, there is a problem in that the mobile earth retainer needs a separate crane resident space because the continuous structure must be transported one by one in a continuous structure installation space using a crane.

이는, 지중 관 및 하수박스 등의 지하 연속구조물을 공사는 주로 혼잡한 도심 속에서 이루어지다 보니 최대한 공사구간을 축소화함이 바람직하지만 크레인 상주공간을 마련하다 보니 공사현장의 규모가 더욱 넓어지는 것이다.
This is because the construction of underground continuous structures such as underground pipes and sewage boxes is mainly performed in a crowded city center, so it is desirable to reduce the construction section as much as possible.

본 발명은 상기와 같은 종래의 문제점을 해결하기 위해 이동식 흙막이에 크레인을 대신하여 연속구조물을 이송레일로 이송한 후 리프트로 연속구조물을 지중으로 하강시킬 수 있는 이송장치를 구비하여 지중 관 및 하수박스 등의 지하 연속구조물 공사구간을 축소화 시킬 수 있는 연속구조물 이송장치가 구비된 이동식흙막이를 제공하는데 그 목적이 있다.
The present invention has a underground pipe and sewage box provided with a transfer device for lowering the continuous structure to the ground by lifting the continuous structure to the transfer rail in place of the crane in order to solve the conventional problems as described above The purpose of the present invention is to provide a movable mudstone equipped with a continuous structure transfer device that can reduce the construction period of underground continuous structures.

상기 목적을 달성하기 위해 본 발명은, 지중 관 및 하수박스 등의 저심도 지하 연속구조물(a)을 설치중 굴삭 작업시 토사의 붕괴를 방지하기 위해 사용되되, 전진 이동이 가능하도록 구성된 이동식흙막이(b)에 있어서, 상기 이동식흙막이(b)의 양측 패널(b1) 상단에 각각 형성된 이송레일(10)과 전면 및 하면이 개방된 사각프레임형태로 형성되되, 하단에 동력장치로 구동되는 이송롤러(21)가 구비되어 상기 이송레일(10)에 주행할 수 있는 몸체(20)와 상기 몸체(20) 양측 하단에 구비되되, 기계적수단에 의해 상·하로 이송되는 지지판(30)과 상기 양측 지지판(30) 하단에 결합되되, 기계적수단에 의해 회동되며 회동에 따라 몸체 내부에 연속구조물(a)을 거치 및 배출할 수 있는 거치브라켓(40)과 상기 몸체(20)의 상단에 구비되되, 연속구조물(a)을 지중으로 하강시키기 위해 구비된 리프트(50)로 구성됨을 특징으로 한다.
In order to achieve the above object, the present invention, while installing a low-depth underground continuous structure (a) such as underground pipes and sewage box used to prevent the collapse of the soil during the excavation work, a movable mudstone configured to move forward ( In b), the transfer rail 10 and the front and the lower surface is formed in the form of a square frame, each of which is formed at the upper end of the both sides panel (b1) of the movable mudstone (b), the lower end of the transfer roller driven by a power unit ( 21 is provided at the lower end of the body 20 and both sides of the body 20 which can run on the conveying rail 10, the support plate 30 and the support plate 30 is moved up and down by mechanical means ( 30) It is coupled to the bottom, provided by the mechanical bracket and mounted on the top of the mounting bracket 40 and the body 20 to mount and discharge the continuous structure (a) in the body in accordance with the rotation, continuous structure descend (a) to the ground Characterized by consisting of a lift 50 is provided for.

상기와 같이 구성된 본 발명은, 이동식 흙막이에 구비된 리프트가 크레인을 사용하지 않고 연속구조물을 이송할 수 있어 크레인차량의 상주공간이 필요없기 때문에 공사구간을 축소화시키거나 공간을 다른 방향으로 활용할 수 있는 효과가 있다.According to the present invention configured as described above, the lift provided in the movable mud can transfer the continuous structure without using a crane, so that there is no need for the resident space of the crane vehicle, the construction section can be reduced or the space can be utilized in another direction. It works.

또한, 크레인차량이 불필요하기 때문에 공사비용이 대폭 절감되는 효과도 있다.
In addition, since the crane vehicle is unnecessary, there is also an effect that the construction cost is significantly reduced.

도 1은 본 발명의 사시도 및 지지판 예시도
도 2는 본 발명에서 연속구조물 적재장소로 몸체가 이송된 후 거치브라켓이 연속구조물 하부로 펼쳐지는 모습을 나타내는 예시도
도 3은 본 발명에서 거치브라켓이 연속구조물 하부로 펼쳐진 후 지지판이 연속구조물을 들어올리는 모습을 나타내는 예시도
도 4는 본 발명에서 연속구조물을 거치한 후 몸체가 구조물 설치공간의 상부로 이송된 후 리프트에 의해 연속구조물을 지중으로 하강시키는 모습을 나타내는 예시도
도 5는 본 발명의 도 2에서 거치브라켓의 작동모습을 구체적으로 설명하기 위한 평면도1 is a perspective view and a support plate of the present invention
Figure 2 is an exemplary view showing a state in which the mounting bracket is unfolded below the continuous structure after the body is transferred to the continuous structure loading place in the present invention
Figure 3 is an exemplary view showing a support plate lifting the continuous structure after the mounting bracket is unfolded in the lower continuous structure in the present invention
Figure 4 is an exemplary view showing a state in which the body is lowered to the ground by a lift after the transfer to the upper portion of the structure installation space after mounting the continuous structure in the present invention
Figure 5 is a plan view for explaining in detail the operation of the mounting bracket in Figure 2 of the present invention

이하, 본 발명에 따른 실시 예를 첨부된 도면에 의거하여 상세하게 설명하면 다음과 같다.다만 본 발명을 설명함에 있어 선등록된 공지기술 및 통상적 기술에 대한 구체적 설명은 본 발명의 요지를 흐릴 수 있어 생략 또는 간단한 명칭 등으로 대체한다.
DETAILED DESCRIPTION Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings. However, in describing the present invention, detailed descriptions of well-known and conventional technologies that are pre-registered may obscure the gist of the present invention. Omit or replace with a simple name.

본 발명은 도1과 같이 지중 관 및 하수박스 등의 저심도 지하 연속구조물(a) 설치중 굴삭 작업시 토사의 붕괴를 방지하기 위해 사용되되, 양측으로 패널(b1)이 구비되고, 기계적수단에 의해 전진 이동이 가능하도록 구성된 이동식흙막이(b)를 전재로 한다.
The present invention is used to prevent the collapse of earth and sand during excavation work during the installation of low-depth underground continuous structure (a), such as underground pipes and sewage boxes, as shown in Figure 1, the panel (b1) is provided on both sides, mechanical means The movable mudstone (b) configured to be capable of moving forward by using the material as a transfer material.

상기 이동식흙막이(b)의 양측 패널(b1) 상단에는 도1과 같이 이동식흙막이(b)의 전진방향과 반대방향으로 약 10m 길이의 이송레일(10)이 형성된다.A transport rail 10 having a length of about 10 m is formed on the upper side of both panels b1 of the movable soil membrane b in a direction opposite to the advancing direction of the movable soil membrane b as shown in FIG. 1.

상기 이송레일(10)을 따라 왕복이송이 가능하도록 이송롤러(21)가 구비된 몸체(20)가 구성된다.Body 20 is provided with a feed roller 21 to enable reciprocating transfer along the transfer rail (10).

상기 몸체(20)의 형상은 파이프, 터널과 같은 연속구조물(a)이 내부에 충분히 삽입될 수 있는 크기의 다양한 형태로 형성할 수 있지만, 본 발명은 도1과 같이 사각형태의 프레임으로 형성되고, 상기 몸체(20)의 하단에 이송롤러(21)가 구성되었다.The shape of the body 20 may be formed in a variety of shapes of a size that can be inserted into the continuous structure (a), such as a pipe, a tunnel sufficiently, the present invention is formed in a rectangular frame as shown in FIG. , The feed roller 21 is configured at the bottom of the body 20.

상기 몸체(20)의 양측 하단에는 도 1과 같이 상·하 수직방향으로 가이드홈(31)이 형성되고, 양측으로 가이드롤러(32)가 구비된 지지판(30)이 상기 가이드홈(31)에 가이드롤러(32)가 삽입되어 상기 가이드홈(31)을 따라 상·하 수직방향으로 이송될 수 있도록 구성된다.Guide grooves 31 are formed at upper and lower vertical directions on both sides of lower ends of the body 20, and support plates 30 having guide rollers 32 are provided at both sides of the guide grooves 31. The guide roller 32 is inserted and configured to be transported in the vertical direction along the guide groove 31.

상기 지지판(30)의 하단과 이에 대응되는 몸체(20)의 일측에 지지판실린더(33)의 일측과 타측이 결합되어 지지판실린더(33)의 수축 및 팽창에 따라 지지판(30)이 상·하로 이송되는 것이다.
상기 양측 지지판(30)의 하단에 각각 2개씩 총 4개의 회동부재(41)가 형성되고, 상기 양측 각 2개의 회동부재(41)에 회동부재실린더(42)의 일측과 타측이 결합된다.One side and the other side of the support plate cylinder 33 is coupled to the lower end of the support plate 30 and one side of the body 20 corresponding thereto, so that the support plate 30 moves upward and downward in accordance with the contraction and expansion of the support plate cylinder 33. Will be.
A total of four rotating members 41 are formed at two lower ends of the support plates 30, respectively, and one side and the other side of the rotating member cylinders 42 are coupled to the two rotating members 41, respectively.

상기와 같이 구성된 거치브라켓(40)은 회동부재실린더(42)가 수축되면 상기 회동부재(41)가 상기 지지판(30)에 고정된 축(43)을 중심으로 펼쳐지고,상기 회동부재실리더(42)가 팽창되면 상기 회동부재(41)가 상기 지지판(30)에 고정된 축(43)을 중심으로 접히는 구조이다.When the rotating member cylinder 42 is contracted, the mounting bracket 40 configured as described above expands around the shaft 43 fixed to the support plate 30 by the rotating member 41, and the rotating member cylinder 42 ) Is expanded, the pivot member 41 is folded around the axis 43 fixed to the support plate (30).

상기 회동부재(41)는 연속구조물(a)이 거치 될 수 있도록 형성해야 하기 때문에 연속구조물(a)의 형태에 따라 크기가 다르다.The rotating member 41 is different in size depending on the shape of the continuous structure (a) because it must be formed so that the continuous structure (a) can be mounted.

상기 몸체(20)의 상단 중앙에 기중기(51)가 결합되고, 상기 기중기(51)의 와이어로프에 사각형태의 연결프레임(52)을 결합한다.The crane 51 is coupled to the center of the upper end of the body 20, and the coupling frame 52 of the square shape is coupled to the wire rope of the crane 51.

상기 연결프레임(52)은 이후에 연속구조물(a)의 무게를 효율적으로 지탱하기 위함이다.The connecting frame 52 is intended to efficiently support the weight of the continuous structure (a) after.

상기 연결프레임(52)의 하단에는 연속구조물(a)의 상단에 형성된 구조물연결고리(a1)에 걸림 될 수 있도록 상기 구조물연결고리(a1)와 대응되도록 프레임연결고리(53)가 형성된다.The lower end of the connecting frame 52 is a frame connecting ring 53 is formed so as to correspond to the structure connecting ring (a1) to be caught in the structure connecting ring (a1) formed on the top of the continuous structure (a).

상기 프레임연결고리(53)는 연속구조물(a)의 형태에 따라 형성되는 구조물연결고리(a1)에 대응하여 변형될 수 있다.
The frame connecting ring 53 may be modified to correspond to the structure connecting ring (a1) formed according to the shape of the continuous structure (a).

상기와 같이 구성된 본원발명은 도1과 같이 연속구조물(a)이 적재된 곳으로 도2와 같이 몸체(20)가 이송레일(10)을 따라 이송된다.The present invention configured as described above is a continuous structure (a) as shown in Figure 1, where the body 20 is transported along the conveying rail 10 as shown in FIG.

그리고 도2와 같이 거치브라켓(40)의 회동부재(41)가 회동부재실린더(42)의 수축으로 인해 연속구조물(a)의 하부로 펼쳐진다.And as shown in Figure 2 the rotating member 41 of the mounting bracket 40 is unfolded to the lower portion of the continuous structure (a) due to the contraction of the rotating member cylinder 42.

이후 도3과 같이 지지판(30)이 가이드홈(31)을 따라 상승하여 연속구조물(a)이 거치브라켓(40)에 거치되어 올려진다.After that, as shown in Figure 3, the support plate 30 is raised along the guide groove 31 so that the continuous structure (a) is mounted on the mounting bracket 40.

이때, 상기 연속구조물(a)의 상부에 형성된 구조물연결고리(a1)에 상기 리프트(50)의 프레임연결고리(a1)가 걸림 되도록 걸어준다.At this time, the frame connecting ring (a1) of the lift 50 is hooked to the structure connecting ring (a1) formed on the upper portion of the continuous structure (a).

그리고, 도4와 같이 연속구조물(a)을 운반하여 구조물설치공간 상부로 몸체가 이송된다.And, as shown in Figure 4 by carrying a continuous structure (a) the body is transferred to the upper structure installation space.

이후, 도4와 같이 거치브라켓(40)의 회동부재실린더(42)가 팽창하여 상기 회동부재(41)가 접히고, 상기 리프트(50)에 의해 연속구조물(a)이 구조물설치공간으로 천천히 내려진다.Thereafter, as shown in FIG. 4, the rotating member cylinder 42 of the mounting bracket 40 expands to fold the rotating member 41, and the continuous structure a is slowly lowered into the structure installation space by the lift 50. .

상기와 같이 구성된 본 발명은 종래의 이동식흙막이와 같이 별도의 크레인차량에 의존하지 않고 연속구조물(a)을 구조물설치공간으로 운반할 수 있기 때문에 그동안 크레인차량의 주차공간이 불필요하게 되어 공사구간을 축소화 시킬수 있어 혼잡한 도심속에서 이루어지는 저심도 연속구조물 공사에 효율적인 공간 활용이 가능한 효과가 있는 것이다.
According to the present invention configured as described above, since the continuous structure (a) can be transported to the structure installation space without relying on a separate crane vehicle as in the conventional movable mudstone, the parking space of the crane vehicle becomes unnecessary, and the construction section is reduced. It is possible to make efficient use of space for low-depth continuous structure construction in crowded city centers.

10: 이송레일 20: 몸체
21: 이송롤러 30: 지지판
31: 가이드홈 32: 가이드롤러
33: 지지판실린더 40: 거치브라켓
41: 회동부제 42: 회동부재실린더
43: 축 50: 리프트
51: 기중기 52: 연결프레임
53: 프레임연결고리 a: 연속구조물
a1: 구조물연결고리 b: 이동식흙막이
b1: 패널10: transfer rail 20: body
21: feed roller 30: support plate
31: guide groove 32: guide roller
33: support plate cylinder 40: mounting bracket
41: rotating part 42: rotating member cylinder
43: axis 50: lift
51: crane 52: connecting frame
53: Frame link a: Continuous structure
a1: structure link b: removable mud
b1: panel

Claims (4)

지중 관 및 하수박스 등의 저심도 지하 연속구조물(a)을 설치중 굴삭 작업시 토사의 붕괴를 방지하기 위해 사용되되, 기계적 수단에 의해 전진 이동이 가능하도록 구성된 이동식흙막이(b)에 있어서,
상기 이동식흙막이(b)의 양측 패널(b1) 상단에 각각 형성된 이송레일(10)과;
전면 및 하면이 개방된 사각프레임형태로 형성되되, 하단에 동력장치로 구동되는 이송롤러(21)가 구비되어 상기 이송레일(10)에 주행할 수 있는 몸체(20)와,
상기 몸체(20) 양측 하단에 구비되되, 기계적수단에 의해 상·하로 이송되는 지지판(30)과;
상기 양측 지지판(30) 하단에 결합되되, 기계적수단에 의해 회동되며 회동에 따라 몸체 내부에 연속구조물(a)을 거치 및 배출할 수 있는 거치브라켓(40)과;
상기 몸체(20)의 상단에 구비되되, 연속구조물(a)을 지중으로 하강시키기 위해 구비된 리프트(50)로 구성됨을 특징으로 하는 연속구조물 이송장치가 구비된 이동식 흙막이.
In the movable mud wall (b), which is used to prevent the collapse of the soil during the excavation work during the installation of low-depth underground continuous structures (a) such as underground pipes and sewage boxes,
A transfer rail 10 formed at each of upper ends of both panels b1 of the movable soil barrier b;
It is formed in the form of a rectangular frame with the front and the lower surface, the lower body is provided with a feed roller 21 is driven by a power unit to move to the transport rail 10 and the body 20,
A support plate 30 provided at both lower ends of the body 20 and transferred up and down by mechanical means;
It is coupled to the lower side of the support plate 30, the mounting bracket 40 which can be rotated by the mechanical means and mounted and discharge the continuous structure (a) in the body according to the rotation;
It is provided on the top of the body 20, a movable mudstone equipped with a continuous structure transfer device, characterized in that consisting of a lift 50 provided to lower the continuous structure (a) to the ground.
제 1항에 있어서,
상기 지지판(30)의 기계적수단은 몸체(20)의 양측 하단에 상·하 수직방향으로 형성된 가이드홈(31)이 형성되고, 상기 가이드홈(31)을 따라 지지판(30)이 상·하로 이송될 수 있도록 지지판(30)의 양측으로 가이드롤러(32)가 구비되고, 상기 지지판(30) 하단과 이에 대응되는 몸체(20)의 일측에 지지판실린더(33)의 일측과 타측이 결합되어 상기 지지판실린더(33)의 수축 및 팽창에 따라 지지판(30)이 상·하로 이송될 수 있도록 구성됨을 포함하는 연속구조물 이송장치가 구비된 이동식흙막이.
The method of claim 1,
The mechanical means of the support plate 30 is formed with a guide groove 31 formed in the vertical direction at the bottom of both sides of the body 20, the support plate 30 is transported up and down along the guide groove 31 Guide rollers 32 are provided at both sides of the support plate 30 so that the support plate 30 is provided, and one side and the other side of the support plate cylinder 33 are coupled to one side of the bottom of the support plate 30 and the body 20 corresponding thereto. Movable soil membrane is provided with a continuous structure transfer device comprising a support plate 30 is configured to be transported up and down in accordance with the contraction and expansion of the cylinder (33).
제 1항에 있어서,
상기 거치브라켓(40)의 기계적수단은 상기 양측 지지판(30)의 하단에 각각 2개씩 총 4개의 회동부재(41)가 형성되고, 상기 양측 각 2개의 회동부재(41)에 회동부재실린더(42)의 일측과 타측이 회동되도록 결합되어 회동부재실린더(42)가 수축되면 상기 회동부재(41)가 상기 지지판(30)에 고정된 축(43)을 중심으로 펼쳐져 상기 연속구조물(a)이 거치될 수 있고, 상기 회동부재실리더(42)가 팽창되면 상기 회동부재(41)가 상기 지지판(30)에 고정된 축(43)을 중심으로 접혀서 상기 연속구조물(a)이 아래로 배출될 수 있는것을 특징으로 하는 연속구조물 이송장치가 구비된 이동식흙막이.
The method of claim 1,
In the mechanical means of the mounting bracket 40, a total of four rotating members 41 are formed at the lower ends of the two support plates 30, respectively, and the rotating member cylinders 42 are formed at the two rotating members 41 at both sides. When one side and the other side of the rotation is coupled so that the rotation member cylinder 42 is contracted, the rotation member 41 is unfolded around the axis 43 fixed to the support plate 30, the continuous structure (a) is mounted When the rotating member cylinder 42 is expanded, the rotating member 41 may be folded about the shaft 43 fixed to the support plate 30 so that the continuous structure a may be discharged downward. Removable mudguard equipped with a continuous structure transfer device characterized in that the.
제 1항에 있어서,
상기 리프트(50)는 상기 몸체(20)의 상단에 기중기(51)가 결합되고, 기중기(51)의 와이어로프에 사각형태의 연결프레임(52)을 결합하고, 상기 연결프레임(52) 하단에는 상기 연속구조물(a)의 상단에 형성된 구조물연결고리(a1)에 걸림될 수 있도록 프레임연결고리(53)가 구성됨을 특징으로 하는 연속구조물 이송장치가 구비된 이동식 흙막이.
The method of claim 1,
The lift 50 is a crane 51 is coupled to the upper end of the body 20, the coupling frame 52 of the square shape to the wire rope of the crane 51, the lower end of the connecting frame 52 Removable earth block provided with a continuous structure transport device, characterized in that the frame connecting ring 53 is configured to be hooked to the structure connecting ring (a1) formed on the top of the continuous structure (a).
KR1020120121897A 2012-01-20 2012-10-31 The Movable land-side protection of which the series structure transfer device is prepared KR101296693B1 (en)

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KR101415658B1 (en) 2014-04-10 2014-07-04 정진덕 The moving type shoring apparatus

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JP3205485B2 (en) * 1995-05-25 2001-09-04 三井造船株式会社 Civil engineering method and device and earth retaining device
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Publication number Priority date Publication date Assignee Title
KR101415658B1 (en) 2014-04-10 2014-07-04 정진덕 The moving type shoring apparatus

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