KR100689702B1 - Plastic assembly of constructing foundation - Google Patents

Plastic assembly of constructing foundation Download PDF

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Publication number
KR100689702B1
KR100689702B1 KR1020060093753A KR20060093753A KR100689702B1 KR 100689702 B1 KR100689702 B1 KR 100689702B1 KR 1020060093753 A KR1020060093753 A KR 1020060093753A KR 20060093753 A KR20060093753 A KR 20060093753A KR 100689702 B1 KR100689702 B1 KR 100689702B1
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South Korea
Prior art keywords
position fixture
plastic assembly
ground
position fixing
center
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KR1020060093753A
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Korean (ko)
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박노환
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(주)대성폼
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E02D27/14—Pile framings, i.e. piles assembled to form the substructure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0006—Plastics

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A plastic assembly for foundation work is provided to remove the necessity of an additional welding process contrary to an existing position fixture composed of reinforcing bars, to install on the ground easily after pit excavation and to install and arrange top-shaped concrete piles exactly and strongly. The plastic assembly for foundation work comprises: a position fixture(20) provided with a mounting hole(22), and a mount(24) having fitting holes(26); and a fixing-and-connecting rod(30) provided with center pins(32) inserted to the fitting holes of the position fixture, and anti-rotation pins(34) formed on both sides of the center pin and adhered closely to both outer circumferential planes of the mount of the location fixture to prevent the rotation of the fixed connector against the position fixture. The position fixture and the fixing-and-connecting rod of the plastic assembly are fixed on the appointed part of the ground by press fitting the ends of both anti-rotation pins of the center pin of the fixing-and-connecting pin projected through the fitting holes of the position fixture, so that many top-shaped concrete piles are installed in horizontal and vertical directions by inserting a pile portion of a top-shaped concrete pile into the fitting hole of the position fixture and press fitting to the ground repeatedly.

Description

기초공사용 플라스틱 조립체{Plastic assembly of Constructing Foundation }Plastic assembly of Constructing Foundation

도 1은 종래의 위치고정틀의 사용상태도.1 is a state diagram used in the conventional position fixing frame.

도 2는 본 발명에 따른 플라스틱 조립체의 분리사시도.Figure 2 is an exploded perspective view of the plastic assembly according to the present invention.

도 3는 본 발명에 따른 플라스틱 조립체의 결합사시도.3 is a perspective view of the plastic assembly according to the present invention.

도 4은 본 발명에 따른 위치고정대의 평면도 및 측면도.4 is a plan view and a side view of the position fixing stand according to the present invention.

도 5는 본 발명에 따른 고정연결대의 평면도 및 측면도.5 is a plan view and a side view of the fixing connector according to the present invention.

도 6는 본 발명에 따른 위치고정틀의 사용상태도.6 is a state diagram used in the position fixing frame according to the present invention.

*도면의 주요 부분에 대한 부호설명** Description of Signs of Major Parts of Drawings *

10 : 플라스틱 조립체 20 : 위치고정대10 plastic assembly 20 position fixing table

22 : 설치홀 24 : 장착단22: mounting hole 24: mounting end

26 : 삽입홀 30 : 고정연결대26: insertion hole 30: fixed connection

32 : 센터핀 34 : 회전방지핀32: center pin 34: anti-rotation pin

40 : 위치고정틀 42 : 사각격자홀40: position fixing frame 42: square grid hole

44 : 삼각격자홀 50 : 콘크리트 파일44: triangular lattice hole 50: concrete pile

52 : 몸체부 54 : 파일부52: body portion 54: pile portion

본 발명은 기초공사용 플라스틱 조립체에 관한 것으로, 더욱 상세하게는 터파기 공사가 완료된 지면에 다수개의 콘크리트 파일을 배열설치할 때, 각각의 콘크리트 파일의 위치를 정확하게 잡아줄 수 있는 기초공사용 플라스틱 조립체에 관한 것이다.The present invention relates to a basic engineering plastics assembly, and more particularly, to a basic engineering plastics assembly capable of precisely positioning each concrete pile when arranging a plurality of concrete piles on a ground in which excavation is completed. .

일반적으로 건물이나 그 밖의 구조물들을 시공하기 위해서는 시공될 지반에 길다란 철재 파일(pile)을 단단한 지반층까지 삽설하여 지반을 안정화시킨 다음, 설계된 깊이로 터파기를 실시하고, 이곳에 소정의 두께로 콘크리트를 타설한 후, 설계된 건물이나 구조물을 시공하게 된다.In general, in order to construct buildings or other structures, long steel piles are inserted into the ground to be stabilized by stabilizing the ground by inserting a long steel pile into a solid ground layer, and then the concrete is formed to a predetermined thickness. After pouring, the building or structure will be constructed.

특히, 연약지반 등에 별도의 철재 파일을 삽설하지 않고, 견고한 지지력을 발휘하도록, 다수개의 팽이형 콘크리트 파일을 가로 및 세로방향으로 배열고정시키는 방식의 지반기초공사가 시행되고 있다.Particularly, ground foundation works have been conducted in which a plurality of top-shaped concrete piles are arranged in a horizontal and vertical direction so as to exert a firm supporting force without inserting a separate steel pile in a soft ground.

상기 팽이형 콘크리트 파일을 이용한 지반기초공사는 개수로 구조물의 기초, 지주구조물의 기초, 교량의 기초, 옹벽의 기초, 성토의 기초, 도로포장의 기초, 중소규모 건물의 기초 등에 적용될 수 있고, 특히, 방파제 역할을 하도록 해안지역의 블럭으로 시공되고 있다.The ground foundation work using the top-shaped concrete pile can be applied to the foundation of the channel structure, the foundation of the strut structure, the foundation of the bridge, the foundation of the retaining wall, the foundation of the fill, the foundation of the road paving, the foundation of small and medium-sized buildings, It is being constructed as a block in the coastal area to act as a breakwater.

여기서 첨부한 도 1을 참조로 팽이형 콘크리트 파일을 이용한 기초공사방법 을 간략히 설명하면 다음과 같다.Here, with reference to the accompanying Figure 1 briefly described the basic construction method using a top-shaped concrete pile as follows.

우선, 위치고정틀(40)과 팽이형 콘크리트 파일(50)을 구비하는 단계가 선행된다.First, the step of providing the positioning frame 40 and the top-shaped concrete pile 50 is preceded.

상기 위치고정틀(40)은 일정 직경의 철근을 용접작업을 통하여 가로세로 등간격의 사가격자홀(42)을 만들어 주는 동시에, 각각의 사각격자홀(42)내의 한쪽 모서리에 삼각격자홀(44)이 더 만들어지도록 일정 직경의 철근을 더 용접하여서 만들어진 것이다.The position fixing frame 40 is to make a quasi-square hole 42 of equal intervals horizontally and vertically by welding a reinforcing bar of a predetermined diameter, and at the same time, the triangular grid hole 44 at one corner in each square grid hole 42 It is made by welding more steel of a certain diameter to make more.

보다 상세하게는 상기 위치고정틀(40)은 철근을 일정길이로 절단하는 공정과 상기 절단된 철근을 가로세로 등간격의 사각격자홀(42)이 되도록 배치하여 각 이음부를 용접하는 공정과 상기 사각격자홀(42)의 일측 모서리에 삼각격자홀(44)을 만들기 위하여 작은 크기로 절단된 철근을 이음부에 용접하는 공정 등을 거쳐 제작된 것이다.In more detail, the position fixing frame 40 is a step of cutting the reinforcing bars to a predetermined length and the process of welding each joint portion by arranging the cut reinforcement to be a square lattice hole 42 of equal intervals horizontally and the square lattice In order to make a triangular lattice hole 44 in one corner of the hole 42 is produced through the process of welding the reinforcing bar to the joint to a small size.

한편, 상기 팽이형 콘크리트 파일(50)은 대개 원추형 몸체부(52)의 저면 중앙에서 뾰족하게 돌출된 파일부(54)가 서로 일체형으로 형성된 것이다.On the other hand, the top-shaped concrete pile 50 is usually formed integrally with each other the pile portion 54 protruding sharply from the bottom center of the conical body portion 52.

따라서, 터파기 공사가 완료된 연약지반상에 상기 위치고정틀(40)을 수평을 맞추어주며 안착설치한 후, 상기 팽이형 콘크리트 파일(50)의 파일부(54)를 상기 위치고정틀(40)의 삼각격자홀(42)로 삽입시키는 동시에, 지면으로 압입시키는 작업을 반복함으로써, 다수개의 팽이형 콘크리트 파일(50)이 가로세로 방향으로 배열설치되는 것이다.Therefore, after positioning and seating the position fixing frame 40 on the soft ground on which the excavation work is completed, the pile part 54 of the top-shaped concrete pile 50 is triangulated of the position fixing frame 40. By inserting into the lattice hole 42 and repeating the press-fitting operation into the ground, a plurality of top-shaped concrete piles 50 are arranged in the horizontal and vertical directions.

그러나, 상기 위치고정틀(40)은 철근의 절단작업, 사각격자홀을 만들기 위한 용접작업, 다시 삼각격자홀을 만들이 위한 용접작업 등을 거쳐 제작되기 때문에, 작업이 어렵고, 작업효율이 떨어지며, 제작비용이 많이 드는 문제점이 있었다.However, since the position fixing frame 40 is manufactured through a cutting operation of rebar, a welding operation for making a square lattice hole, and a welding operation for making a triangular lattice hole, etc., the operation is difficult, and work efficiency is lowered and manufactured. There was a costly problem.

또한 , 상기 사각격자홀과 삼각격자홀으 크기가 서로 동일하게 맞추어 지도록 용접해야 했기 때문에, 작업이 어려워 작업시간이 길어지고 이에 따라 작업효율성이 좋지 않은 문제점이 있었다.In addition, since the square grid hole and the triangular grid hole had to be welded so that the sizes are equally matched with each other, the work was difficult, resulting in a long working time and thus a poor work efficiency.

상기와 같은 문제점을 해결하기 위한 본 발명은 종래에 철근으로 만들어진 위치고정틀과는 달리 별도의 용접작업이 필요 없고, 터파기 공사가 완료된 지면에 설치가 매우 용이하며, 팽이형 콘크리트 파일의 설치배열이 정확하고 견고하게 이루어질 수 있는 기초공사용 플라스틱 조립체를 제공하는데 목적이 있다.The present invention for solving the above problems does not require a separate welding work, unlike the conventional position fixing frame made of reinforcing bars, very easy to install on the ground is completed, the installation arrangement of the top-type concrete pile It is an object of the present invention to provide a plastic assembly for basic engineering that can be made accurately and robustly.

상기와 같은 목적을 달성하기 위한 본 발명의 구성을 살펴보면 다음과 같다.Looking at the configuration of the present invention for achieving the above object is as follows.

기초공사용 플라스틱 조립체는 위치고정대(20)와 고정연결대(30)로 구성된다.Basic engineering plastic assembly is composed of a position fixing table 20 and a fixed connecting rod (30).

우선, 위치고정대(20)는 중앙에 설치홀(22)이 형성되고, 사방에는 삽입홀(26)을 갖는 장착단(24)이 일체로 이루어진다.First, the position fixing stand 20 is provided with an installation hole 22 in the center, and the mounting end 24 having the insertion hole 26 is integrally formed in all directions.

그리고, 고정연결대(30)는 양끝 저면에서 중앙에는 상기 삽입홀(26)에 삽입되는 센터핀(32)이 일체호 형성되고, 상기 센터핀(32)의 바로 양쪽 위치에는 회전 방지핀(34)이 일체로 이루어진다.In addition, the fixed connector 30 is formed in the center of the both ends of the center pin 32 is inserted into the insertion hole 26 in the center, and the anti-rotation pin 34 at both sides of the center pin 32 This is done in one piece.

여기서, 상기 연결고정대(30)의 센터핀(32)이 상기 위치고정대(30)의 삽입홀(22)로 삽입되는 동시에, 상기 고정연결대(30)의 회전방지핀(34)이 상기 위치고정대(20) 양쪽의 외주면에 밀착형성되는 것이 바람직하다.Here, the center pin 32 of the connection fixing rod 30 is inserted into the insertion hole 22 of the position fixing rod 30, and the rotation preventing pin 34 of the fixing connecting rod 30 is the position fixing rod ( 20) It is preferable to be formed in close contact with both outer peripheral surfaces.

도 4에서 도시한 바와 같이 상기 위치고정대(20)는 균일한 두께로 형성된 원형고리 형상으로써, 중심부에는 원형의 설치홀(22)이 형성되어 있고, 사방위치에는 돌출된 장착단(24)이 일체로 형성되어 있으며, 상기 장착단(24)의 중심부에는 원형의 삽입홀(26)이 형성되어 있다.As shown in FIG. 4, the position fixing stand 20 has a circular ring shape having a uniform thickness, and a circular installation hole 22 is formed in a central portion thereof, and a protruding mounting end 24 is integrated in all directions. A circular insertion hole 26 is formed in the center of the mounting end 24.

또한, 도 5에서 도시한 바와 같이 상기 고정연결대(30)는 I자 형태의 막대형상으로 형성된 것으로, 양끝단 저면에서 중앙에는 센터핀(32)이 일체로 돌출되어 형성되어 있고, 상기 센터핀(32)의 바로 양쪽위치에는 상기 센터핀(32)과 동일한 형상의 회전방지핀(34)이 일체로 돌출형성되어 있다.In addition, as shown in Figure 5, the fixed connecting rod 30 is formed in the shape of an I-shaped rod, the center pin 32 is protruded integrally formed at the center at the bottom of both ends, the center pin ( Immediately at both positions 32, the anti-rotation pin 34 having the same shape as the center pin 32 is integrally formed.

여기서, 상기 고정연결대(30)의 양끝단면은 안쪽으로 오목하게 형성되고, 곡률반경은 상기 위치고정대(20)의 외주면의 곡률반경과 동일하다.Here, both end surfaces of the fixed connecting rod 30 is formed concave inward, the radius of curvature is the same as the radius of curvature of the outer circumferential surface of the position fixing table 20.

상기와 같은 구성을 가진 본 발명의 바람직한 실시예를 살펴보면 다음과 같다.Looking at the preferred embodiment of the present invention having the configuration as described above are as follows.

상기 위치고정대(20)의 장착단(24)에 형성된 삽입홀(26)에 상기 고정연결대(30)의 센터핀(32)을 돌출되게 삽입함으로써, 상기 위치고정대(30)와 고정연결대(30)의 조립이 이루어진다.By inserting the center pin 32 of the fixed connecting rod 30 into the insertion hole 26 formed in the mounting end 24 of the position fixing stand 20, the position fixing stand 30 and the fixed connecting rod 30 Assembly is made.

이와 동시에, 상기 센터핀(32) 양쪽에 위치한 회전방지핀(34)은 상기 위치고 정대(30)의 장착단(24) 양쪽의 외주면에 밀착형성되고, 상기 위치고정대(20)에 대하여 상기 고정연결대(30)가 회전하는 현상이 방지된다.At the same time, the anti-rotation pins 34 positioned on both sides of the center pin 32 are formed in close contact with the outer circumferential surfaces of both mounting ends 24 of the positioning pin 30 and fixed to the positioning pin 20. The phenomenon in which the connecting table 30 rotates is prevented.

상기와 같은 조립방법으로 조립된 기초공사용 플라스틱 조립체(10)를 터피가 공사가 완료된 지면상에 안착시켜 설치하게 되는데, 상기 위치고정대(20)의 삽입홀(26)을 관통하여 돌출된 상기 고정연결대(30)의 센터핀(32)의 양쪽 푀전방지핀(34)의 끝단부가 지면상으로 압입됨으로써, 상기 위치고정대(20)와 고정연결대(30)는 지면상의 제위치에 고정되게 된다.The base assembly plastic assembly 10 assembled by the assembly method as described above is installed on the ground where the work is completed in the tappy, the fixed connecting rod protruding through the insertion hole 26 of the position fixing stand 20 End portions of both of the electric shock prevention pins 34 of the center pin 32 of 30 are press-fitted onto the ground, whereby the position fixing stand 20 and the fixed connecting rod 30 are fixed in place on the ground.

한편, 기초공사용 플라스틱 조립체(10)는 터파기 공사가 완료된 지면에서하나씩 순서대로 조립하는 것이 가능하다.On the other hand, the basic engineering plastic assembly 10 can be assembled in order one by one on the ground is completed the trench construction.

상기와 같이 지면에 설치된 기초공사용 플라스틱 조립체(10)에 상기 팽이형 콘크리트 파일(50)을 설치배열하게 된다.The top-shaped concrete pile 50 is installed and arranged in the basic engineering plastic assembly 10 installed on the ground as described above.

여기서, 상기 위치고정대(20)에 형성되어 있는 설치홀(22)로 상기 팽이형 콘크리트 파일(50)의 파일부(54)를 삽입시키는 동시에, 지면으로 압입시키는 작업을 반복함으로써, 지면에 다수개의 팽이형 콘크리트 파일(50)의 설치배열된다.Here, by inserting the pile portion 54 of the top-shaped concrete pile 50 into the installation hole 22 formed in the position fixing table 20, and repeating the pressing operation to the ground, a plurality of Installation of the top-shaped concrete pile 50 is arranged.

이때에, 상기 기초공사용 플라스틱 조립체(10)의 위치고정대(20)와 고정연결대(30)가 지면에 가로세로 등간격을 이루며 정확한 배열설치되어 있기 때문에, 다수개의 상기 팽이형 콘크리트 파일(50)의 배열상태도 정확한 위치를 이루며 배열되고, 수평상태가 정확하게 맞을 수 밖에 없는 것이다.At this time, since the position fixing stand 20 and the fixed connecting table 30 of the basic engineering plastic assembly 10 is installed in the ground at an equal interval in the vertical interval, a plurality of the top-type concrete pile 50 Arrangement is also arranged to form the correct position, the horizontal state is bound to be correct.

상술한 실시예는 본 발명의 가장 바람직한 예에 대하여 설명한 것이지만, 상기 실시예에만 한정되는 것은 아니며, 본 발명의 기술적 사상을 벗어나지 않는 범 위 내에서 다양한 변형이 가능하다는 것은 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에게 있어서 명백한 것이다.Although the above-described embodiment has been described with respect to the most preferred embodiment of the present invention, it is not limited to the above embodiment, and it is understood that various modifications are possible within the scope without departing from the technical spirit of the present invention. It is obvious to one with ordinary knowledge.

상기에서 살펴본 바와 같이 본 발명에 따른 기초공사용 플라스틱 조립체는 종래에 철근으로 만들어진 위치고정틀과는 달리 별도의 용접작업이 필요 없고, 터파기 공사가 완료된 지면에 설치가 매우 용이하며, 팽이형 콘크리트 파일의 설치배열이 정확하고 견고하게 이루어질 수 있는 장점이 있는 유용한 발명이다.As described above, the plastic assembly for basic construction according to the present invention does not require a separate welding work, unlike the conventional position fixing frame made of reinforcing bars, and is very easy to install on the ground where the trench construction is completed, It is a useful invention that has the advantage that the installation arrangement can be made accurately and robust.

Claims (2)

중앙에 설치홀(22)이 형성되고 사방에는 삽입홀(26)을 형성하는 장착단(24)이 일체로 형성된 위치고정대(20);A position fixing stand 20 in which an installation hole 22 is formed in the center and mounting stages 24 forming the insertion hole 26 are integrally formed on all sides; 양끝 저면에서 중앙에는 상기 삽입홀(26)에 삽입되는 센터핀(32)이 일체로 형성되고, 상기 센터핀(32)의 바로 양쪽 위치에는 회전방지핀(34)이 일체로 형성된 고정연결대(30)에 특징이 있는 기초공사용 플라스틱 조립체.Center pins 32 inserted into the insertion hole 26 are integrally formed at the bottom of both ends, and the fixed connector 30 having the anti-rotation pins 34 integrally formed at both sides of the center pin 32. Plastic assembly for basic work, characterized in). 제 1항에 있어서, 상기 고정연결대(30)의 센터핀(32)이 상기 위치고정대(20)의 삽입홀(22)로 삽입되는 동시에, 상기 고정연결대(30)의 회전방지핀(34)이 상기 위치고정대(20)의 장착단(24) 양쪽의 외주면에 밀착형성되는 것에 특징이 있는 기초공사용 플라스틱 조립체.According to claim 1, wherein the center pin 32 of the fixed connecting rod 30 is inserted into the insertion hole 22 of the position fixing table 20, the anti-rotation pin 34 of the fixed connecting rod 30 Basic assembly plastic assembly characterized in that it is formed in close contact with the outer peripheral surface of both sides of the mounting end (24) of the position fixing stand (20).
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100763270B1 (en) 2007-06-25 2007-10-04 박노환 The construction method which uses the auxiliary equipment the form of on building site placement the soft soil
KR100763263B1 (en) 2007-06-25 2007-10-04 박노환 Auxiliary equipment of foundation work form of on building site placement the soft soil
KR100840605B1 (en) 2007-12-04 2008-06-23 현진씨앤씨 주식회사 A fixing device of top pile for production in field
KR101164989B1 (en) 2011-12-16 2012-07-13 박종민 Ground reinforcing structure assembly and reinforcing method thereof
KR102217329B1 (en) * 2020-05-07 2021-02-18 삼보토건 주식회사 Guide device for continuous excavation of casing
CN113482031A (en) * 2021-07-15 2021-10-08 浙江晨原建设工程有限公司 Deep foundation pit structure and construction process thereof

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JPS61122329A (en) 1984-11-16 1986-06-10 Maikoma Seven:Kk Method of installing top-shaped block
JPH0540331U (en) * 1991-10-28 1993-06-01 実 富田 Fixed slope type connection method frame
KR19980078096A (en) * 1997-04-25 1998-11-16 히로요시 이이즈까 Basic structure by top type block assembly
KR200358088Y1 (en) 2004-04-28 2004-08-07 만 철 박 Concrete mold holder of top piletype

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61122329A (en) 1984-11-16 1986-06-10 Maikoma Seven:Kk Method of installing top-shaped block
JPH0540331U (en) * 1991-10-28 1993-06-01 実 富田 Fixed slope type connection method frame
KR19980078096A (en) * 1997-04-25 1998-11-16 히로요시 이이즈까 Basic structure by top type block assembly
KR200358088Y1 (en) 2004-04-28 2004-08-07 만 철 박 Concrete mold holder of top piletype

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100763270B1 (en) 2007-06-25 2007-10-04 박노환 The construction method which uses the auxiliary equipment the form of on building site placement the soft soil
KR100763263B1 (en) 2007-06-25 2007-10-04 박노환 Auxiliary equipment of foundation work form of on building site placement the soft soil
KR100840605B1 (en) 2007-12-04 2008-06-23 현진씨앤씨 주식회사 A fixing device of top pile for production in field
KR101164989B1 (en) 2011-12-16 2012-07-13 박종민 Ground reinforcing structure assembly and reinforcing method thereof
KR102217329B1 (en) * 2020-05-07 2021-02-18 삼보토건 주식회사 Guide device for continuous excavation of casing
CN113482031A (en) * 2021-07-15 2021-10-08 浙江晨原建设工程有限公司 Deep foundation pit structure and construction process thereof

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