KR20080092295A - Depth measuring apparatus for reinforcing pile - Google Patents

Depth measuring apparatus for reinforcing pile Download PDF

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Publication number
KR20080092295A
KR20080092295A KR1020080033372A KR20080033372A KR20080092295A KR 20080092295 A KR20080092295 A KR 20080092295A KR 1020080033372 A KR1020080033372 A KR 1020080033372A KR 20080033372 A KR20080033372 A KR 20080033372A KR 20080092295 A KR20080092295 A KR 20080092295A
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South Korea
Prior art keywords
reinforcing pile
outer cover
pile
depth
measurement device
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KR1020080033372A
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Korean (ko)
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KR101015878B1 (en
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임완혁
한만복
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주식회사 선택코리아
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    • 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
    • E02D5/226—Protecting piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/18—Measuring arrangements characterised by the use of mechanical techniques for measuring depth
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/14—Geometrical or physical properties resilient or elastic

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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)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A depth measuring apparatus for a reinforcing pile is provided to prevent the apparatus from being struck by lightning by using a measuring wire made of glass fiber with no metal components. A depth measuring apparatus for a reinforcing pile comprises an external cover(210) and a measuring wire(220). The external cover extends in a length direction of the pile has a hollow. The external cover is combined to one side of the pile. The measuring wire is inserted in the hollow of the external cover. A discharge ring(230) is installed at one end of the measuring wire. The measuring wire is made of glass fiber. The external cover is made from PP(Polypropylene).

Description

보강용 파일의 심도측정장치{Depth measuring apparatus for Reinforcing pile}Depth measuring apparatus for reinforcing pile

본 발명은 보강용 파일의 심도측정장치에 관한 것이다. 보다 구체적으로 본 발명은 토공사, 철도역사, 철탑기초, 항만, 대교, 댐, 신축·증축 과정에 있어서 지반이 약한 곳에 천공 후 보강용 파일을 삽입할 경우, 지면에서 유관으로 보이지 않는 파일의 깊이와 길이를 정확히 측정가능한 보강용 파일의 심도측정장치에 관한 것이다.The present invention relates to an apparatus for measuring depth of a reinforcing pile. More specifically, the present invention provides a depth of pile that does not appear as a pipe in the ground when the reinforcing pile is inserted after drilling at a weak ground in earthwork, railway history, steel tower foundation, harbor, bridge, dam, new construction and expansion process. The present invention relates to a depth measuring device of a reinforcing pile capable of accurately measuring length.

일반적으로, 토공사 또는 철도역사, 철탑 기초, 항만, 대교, 댐, 신축, 증축, 도로 공사 현장, 절개지 등 침하지역과 산사태 등을 방지하기 위해 일차적인 천공작업 후 보강용 파일을 삽입하여 그라우팅 작업을 실시하고 있다.Generally, grouting work is performed by inserting reinforcing piles after primary drilling work to prevent settlements and landslides such as earthworks or railway stations, steel tower foundations, ports, bridges, dams, new constructions, extension works, road construction sites, and incision sites. We carry out.

그리고, 이와 같이, 지반을 보강하기 위해 지반보강공법인 락볼드(rock bolt), 앙커(anchor), 소일네일링(soil nailing), 마이크로 파일(micro pile)등을 천공 후 지면 속에 삽입 후 묻으면, 그 깊이와 길이는 유관으로 측정이 불가함에 따라 시공자의 신뢰성이 저하된다.Then, in order to reinforce the ground, if the ground reinforcement method rock bolt (rock bolt), anchor (anchor), soil nailing (soil nailing), micro pile (micro pile), etc. The depth and length can not be measured by the associated pipe, which reduces the reliability of the contractor.

따라서, 파일의 삽입의 시고 후, 파일이 얼마만큼 삽입되었는지를 감독관이 정확히 알 수 없다는 문제점을 지니고 있다. Therefore, after the notification of the insertion of the file, the supervisor cannot know exactly how much the file has been inserted.

본 발명은 상기의 제반 문제점을 해결하기 위한 것으로서, 본 발명의 목적은 토공사, 철도역사, 철탑기초, 항만, 대교, 댐, 신축·증축 과정에 있어서 지반이 약한 곳에 천공한 후 파일을 삽입할 때 지면에서 유관으로 보이지 않는 파일의 깊이와 길이 및 락앙카 또는 소일네일 등을 정확히 측정할 수 있고, 측정와이어가 유리섬유로 이루어지고, 철의 성분을 포함하고 있지 않아, 낙뢰 예방 기능도 가지는 보강용 파일의 심도측정장치를 제공하기 위한 것이다. The present invention is to solve the above problems, an object of the present invention is to insert a file after drilling in a weak ground in earthwork, railway station, iron tower foundation, harbor, bridge, dam, new construction / expansion process Accurately measure the depth and length of piles and lock anchors or nails that are not visible from the ground, and the measuring wire is made of glass fiber and does not contain iron, so it also has lightning protection. This is to provide a depth measuring device of the file.

본 발명은 보강용 파일의 심도를 측정하는 심도측정장치로서, 보강용 파일의 길이방향으로 연장되고, 중공부가 형성되며, 상기 보강용 파일의 일측에 결합되는 외부커버; 및 상기 외부커버의 중공부에 삽입되고, 일단에 방출용 고리가 형성된 측정와이어를 포함하는 보강용 파일의 심도측정장치에 관한 것이다. The present invention is a depth measuring device for measuring the depth of the reinforcing pile, the longitudinal extension of the reinforcing pile, the hollow portion is formed, the outer cover is coupled to one side of the reinforcing pile; And it is inserted into the hollow portion of the outer cover, and relates to a depth measuring device of the reinforcing pile including a measuring wire having a discharge ring formed at one end.

따라서, 본 발명에 의하면 본 발명의 목적은 토공사, 철도역사, 철탑기초, 항만, 대교, 댐, 신축·증축 과정에 있어서 지반이 약한 곳에 천공한 후 파일을 삽 입할 때 지면에서 유관으로 보이지 않는 파일의 깊이와 길이 및 락앙카 또는 소일네일 등을 정확히 측정할 수 있고, 측정와이어가 유리섬유로 이루어지고, 철의 성분을 포함하고 있지 않아, 낙뢰 예방 기능도 가지는 보강용 파일의 심도측정장치를 제공하는 효과를 갖는다. Therefore, according to the present invention, the object of the present invention is a file that does not appear to be associated with the ground when the file is inserted after drilling in a weak ground in earthwork, railway history, steel tower foundation, port, bridge, dam, new construction and expansion process. Provides a depth measuring device for reinforcement piles that can accurately measure depth and length, lock anchors or nails, etc., and the measuring wire is made of fiberglass and does not contain iron. Has the effect.

본 발명은 보강용 파일의 심도를 측정하는 심도측정장치로서, 보강용 파일의 길이방향으로 연장되고, 중공부가 형성되며, 상기 보강용 파일의 일측에 결합되는 외부커버; 및 상기 외부커버의 중공부에 삽입되고, 일단에 방출용 고리가 형성된 측정와이어를 포함하는 보강용 파일의 심도측정장치에 관한 것이다. The present invention is a depth measuring device for measuring the depth of the reinforcing pile, the longitudinal extension of the reinforcing pile, the hollow portion is formed, the outer cover is coupled to one side of the reinforcing pile; And it is inserted into the hollow portion of the outer cover, and relates to a depth measuring device of the reinforcing pile including a measuring wire having a discharge ring formed at one end.

그리고, 상기 외부커버는 측정와이어의 삽입방향의 단부에 캡이 형성된다. 또한, 상기 외부커버는 보강용파일에 고정되기 위한 고정부재를 더 포함한다. 그리고 상기 고정부재는 탄성을 지닌 고정밴드이고, 상기 측정와이어는 유리섬유로 이루어지고, 상기 외부커버는 폴리프로필렌(PP)으로 이루어진다. The outer cover is formed with a cap at an end in the insertion direction of the measurement wire. In addition, the outer cover further includes a fixing member for fixing to the reinforcing pile. The fixing member is an elastic fixing band, the measuring wire is made of glass fiber, and the outer cover is made of polypropylene (PP).

이하, 본 발명에 따른 보강용파일의 심도측정장치의 바람직한 구체예에 대한 구성, 기능 및 효과에 대하여 상세하게 설명한다.Hereinafter, the configuration, function and effects of the preferred embodiment of the depth measuring device of the reinforcing pile according to the present invention will be described in detail.

도1은 본 발명에 따른 심도측정장치가 보강용파일에 장착된 상태를 개략적으로 나타낸 사용상태도이다. 도면에 나타낸 바와 같이, 보강용 마이크로 파일(100)은 나사부(110), 센터라이저(120), 커플러(130), 앵커 플레이트(140), 록크 너트(150), 케이싱(160)을 포함한다. 그리고, 본 발명에 따른 심도측정장치(200)는 보강용파일이 삽입되는 길이방향으로 보강용파일의 측부에 결합된다. 1 is a use state diagram schematically showing a state in which the depth measuring device according to the present invention is mounted on the reinforcing pile. As shown in the figure, the reinforcing micro pile 100 includes a threaded portion 110, a centerizer 120, a coupler 130, an anchor plate 140, a lock nut 150, and a casing 160. And, the depth measuring device 200 according to the present invention is coupled to the side of the reinforcing pile in the longitudinal direction in which the reinforcing pile is inserted.

보다 구체적으로, 상기 심도측정장치(200)는 외측커버(210), 측정와이어(220)로 이루어진다. 그리고, 상기 외측커버(210)는 측정와이어가 삽입가능하도록 중공부가 형성되고, 측정와이어의 삽입방향에 대하여 하단부에 캡(240)이 형성된다. 또한, 상기 측정와이어(220)는 일단에 방출용 고리(230)가 형성되고, 상기 외측커버(210)의 중공부에 삽입되며, 유리섬유로 이루어진다. More specifically, the depth measuring device 200 is composed of an outer cover 210, the measurement wire 220. In addition, the outer cover 210 is a hollow portion is formed so that the measurement wire is inserted, the cap 240 is formed at the lower end with respect to the insertion direction of the measurement wire. In addition, the measuring wire 220 is one end of the discharge ring 230 is formed, is inserted into the hollow portion of the outer cover 210, made of glass fiber.

또한, 상기 외부커버는 보강용파일에 고정되기 위한 고정부재(250)를 더 포함하고, 상기 고정부재(250)는 외부커버를 보강용파일에 고정시키기 위한 것으로 다양하게 구현될 수 있고, 탄성을 지닌 고정밴드로 이루어지는 것이 바람직하다. In addition, the outer cover further includes a fixing member 250 to be fixed to the reinforcing pile, the fixing member 250 may be implemented in various ways to fix the outer cover to the reinforcing pile, elastic It is preferred to consist of a fixed band having.

또한, 본 발명에 따른 보강용파일의 심도측정장치(200)에 의해 정확하고 신뢰할 수 있는 측정이 될 수 있도록, 상기 측정와이어(220)는 보강용파일의 길이방향으로 나란하게 외부커버에 삽입 및 고정되는 것이 바람직하고, 이를 위해 상기 외부커버는 감기거나 휘어짐없이 직립성을 유지하며, 보강용파일에 고정되는 재질로 이루어지는 것이 바람직하다. 이를 위해 본 발명에 따른 측정와이어 및 외부커버의 재질은 특정되지 않으나, 그리고, 측정와이어(220)는 유리섬유로 이루어지고, 상기 외부커버는 폴리프로필렌(PP)로 이루어지는 것이 바람직하다.  In addition, the measurement wire 220 is inserted into the outer cover side by side in the longitudinal direction of the reinforcing pile to be accurate and reliable measurement by the depth measuring device 200 of the reinforcing pile according to the present invention. It is preferable to be fixed, for this purpose, the outer cover is preferably made of a material that is fixed to the reinforcing pile to maintain the upright without winding or bending. For this purpose, the material of the measuring wire and the outer cover according to the present invention is not specified, and the measuring wire 220 is made of glass fiber, and the outer cover is preferably made of polypropylene (PP).

이와 같이 이루어지고, 보강용파일(100)에 심도측정장치(200)이 결합되어, 지면 천공홀(170)에 삽입됨에 따라, 시공되후 심도측정장치를 추출하여 그에 기재된 치수를 읽어 보강용파일의 깊이와 길이를 정확히 측정할 수 있다. It is made in this way, the depth measuring device 200 is coupled to the reinforcement pile 100, and inserted into the ground drilling hole 170, after the construction to extract the depth measurement apparatus to read the dimensions described in the reinforcement pile Accurately measure depth and length.

또한, 본 발명에 따른 심도측정장치는 철이 전혀 첨가되지 않도록 이루어짐 에 따라, 낙뢰와 부식을 사전에 방지할 수 있어 영구히 측정 기능을 유지할 수 있고, 설치의 편리함에 더해 시공자에게 신뢰성을 주고, 감독관 지시에 따라 아무 곳이나 측정이 가능하다.In addition, the depth measuring device according to the present invention is made so that no iron is added at all, it can prevent lightning and corrosion in advance to maintain the measurement function permanently, in addition to the convenience of installation to give the reliability to the installer, supervisor instructions Can be measured anywhere.

이상에서 설명한 본 발명은 전술한 실시예 및 첨부된 도면에 의해 한정되는 것은 아니고, 본 발명의 기술적 사상을 벗어나지 않는 범위내에서 여러가지 치환, 변형 및 변경이 가능함은 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에게 있어 명백할 것이다.The present invention described above is not limited to the above-described embodiment and the accompanying drawings, and various substitutions, modifications, and changes are possible within the scope without departing from the technical spirit of the present invention. It will be apparent to those who have knowledge.

도1은 본 발명에 따른 심도측정장치가 보강용파일에 장착된 상태를 개략적으로 나타낸 사용상태도.1 is a use state diagram schematically showing a state in which the depth measuring device according to the present invention is mounted on the reinforcing pile.

* 도면의 주요 부분에 대한 부호 설명* Explanation of symbols on the main parts of the drawing

100: 보강용 파일 110: 나사부 100: reinforcement pile 110: screw portion

120: 센터라이저 130: 커플러 120: centerizer 130: coupler

140: 앵커 플레이트 150: 록크 너트 140: anchor plate 150: lock nut

160: 케이싱 170: 지면 천공홀 160: casing 170: ground drilling hole

200: 심도측정장치 210 : 외측커버200: depth measuring device 210: outer cover

220: 측정와이어 230 : 방출용 고리220: measurement wire 230: release ring

Claims (6)

보강용 파일의 심도를 측정하는 심도측정장치로서,Depth measurement device for measuring the depth of the reinforcement pile, 보강용 파일의 길이방향으로 연장되고, 중공부가 형성되며, 상기 보강용 파일의 일측에 결합되는 외부커버; 및An outer cover extending in the longitudinal direction of the reinforcing pile and having a hollow portion coupled to one side of the reinforcing pile; And 상기 외부커버의 중공부에 삽입되고, 일단에 방출용 고리가 형성된 측정와이어를 포함하는 Inserted into the hollow portion of the outer cover, including one end of the measuring wire formed with a release ring 보강용 파일의 심도측정장치.Depth measurement device for reinforcement piles. 제1항에 있어서,The method of claim 1, 상기 외부커버는 측정와이어의 삽입방향의 단부에 캡이 형성된The outer cover has a cap formed at the end of the measurement wire insertion direction 보강용 파일의 심도측정장치.Depth measurement device for reinforcement piles. 제1항에 있어서,The method of claim 1, 상기 외부커버는 The outer cover is 보강용파일에 고정되기 위한 고정부재를 더 포함하는Further comprising a fixing member for fixing to the reinforcing pile 보강용 파일의 심도측정장치.Depth measurement device for reinforcement piles. 제3항에 있어서,The method of claim 3, 상기 고정부재는 탄성을 지닌 고정밴드인The fixing member is a fixing band having elasticity 보강용 파일의 심도측정장치. Depth measurement device for reinforcement piles. 제1항에 있어서,The method of claim 1, 상기 측정와이어는 유리섬유로 이루어진The measuring wire is made of glass fiber 보강용 파일의 심도측정장치.Depth measurement device for reinforcement piles. 제1항에 있어서,The method of claim 1, 상기 외부커버는 폴리프로필렌(PP)로 이루어지는The outer cover is made of polypropylene (PP) 보강용 파일의 심도측정장치.Depth measurement device for reinforcement piles.
KR1020080033372A 2007-04-10 2008-04-10 Depth measuring apparatus for Reinforcing pile KR101015878B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR20070035312 2007-04-10
KR1020070035312 2007-04-10

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Cited By (3)

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CN108130923A (en) * 2017-12-19 2018-06-08 上海建工集团股份有限公司 Cast-in-situ bored pile concrete fills face device for measuring elevation and method
CN110409522A (en) * 2019-08-08 2019-11-05 山东启尔信息技术有限公司 A kind of hidden filling concrete elevation controller and its working method
CN117685852A (en) * 2023-12-22 2024-03-12 广州市泰基工程技术有限公司 Device and method for monitoring concrete pouring height of cast-in-place pile in real time

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CN102587423B (en) * 2012-03-02 2014-04-16 中国石油大学(华东) Test method of depth testing device for driven type soil plugs of steel pipe piles of ocean platforms

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KR100517735B1 (en) * 2005-04-04 2005-09-28 장성두 Insert in the ground and construction method and test method of thereof

Cited By (4)

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Publication number Priority date Publication date Assignee Title
CN108130923A (en) * 2017-12-19 2018-06-08 上海建工集团股份有限公司 Cast-in-situ bored pile concrete fills face device for measuring elevation and method
CN108130923B (en) * 2017-12-19 2019-04-02 上海建工集团股份有限公司 Cast-in-situ bored pile concrete fills face device for measuring elevation and method
CN110409522A (en) * 2019-08-08 2019-11-05 山东启尔信息技术有限公司 A kind of hidden filling concrete elevation controller and its working method
CN117685852A (en) * 2023-12-22 2024-03-12 广州市泰基工程技术有限公司 Device and method for monitoring concrete pouring height of cast-in-place pile in real time

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