KR100723012B1 - Measure apparatus for safety diagnosis of construction - Google Patents

Measure apparatus for safety diagnosis of construction Download PDF

Info

Publication number
KR100723012B1
KR100723012B1 KR1020060114172A KR20060114172A KR100723012B1 KR 100723012 B1 KR100723012 B1 KR 100723012B1 KR 1020060114172 A KR1020060114172 A KR 1020060114172A KR 20060114172 A KR20060114172 A KR 20060114172A KR 100723012 B1 KR100723012 B1 KR 100723012B1
Authority
KR
South Korea
Prior art keywords
measuring rod
foundation
rod
foundation pile
retaining wall
Prior art date
Application number
KR1020060114172A
Other languages
Korean (ko)
Inventor
백진기
Original Assignee
(주) 장맥엔지니어링
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 (주) 장맥엔지니어링 filed Critical (주) 장맥엔지니어링
Priority to KR1020060114172A priority Critical patent/KR100723012B1/en
Application granted granted Critical
Publication of KR100723012B1 publication Critical patent/KR100723012B1/en

Links

Images

Classifications

    • 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
    • G01B5/30—Measuring arrangements characterised by the use of mechanical techniques for measuring the deformation in a solid, e.g. mechanical strain gauge
    • 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
    • E02D5/24—Prefabricated piles
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
    • G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (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

본 발명은 구조물 기초말뚝용 안전진단 계측장치에 관한 것으로서, 특히 상단에 구조물이 설치되도록 지면에 수직으로 일정 간격을 가지며 복수의 열로 설치되는 복수의 기초말뚝과, 일끝단에 제 1눈금자가 형성되고, 상기 기초말뚝의 측면에 설치된 옹벽의 일측을 관통하여 설치되는 제 1계측봉과, 일끝단에 제 2눈금자가 형성되고, 상기 옹벽의 타측을 관통하여 설치되는 제 2계측봉과, 사각 박스 형태로 형성되는 브라켓과, 상기 제 1계측봉과 제 2계측봉에 양단이 상기 브라켓에 의해 체결되어 상기 각각의 열에 기초 말뚝 상단과 면접되는 감지봉과, 중공상의 원통형으로 형성되고, 상기 옹벽에 각각 설치되어 상기 제 1계측봉 및 제 2계측봉이 관통되는 슬리브를 포함하는 것을 구조물 기초말뚝용 안전진단 계측장치에 있어서, 상기 감지봉은 길이 방향으로 형성되는 레일홀과; 상기 기초말뚝에 결합되도록 상기 레일홀에서 좌우로 슬라이딩하되, 끝단에 나비 볼트가 결합되도록 나사산이 형성되는 환형 고리를 포함하여 이루어지는 것을 특징으로 한다.The present invention relates to a safety diagnosis measuring device for foundation piles, in particular, a plurality of foundation piles installed in a plurality of rows with a predetermined interval perpendicular to the ground so that the structure is installed on the top, and the first ruler is formed at one end and And a first measuring rod installed through one side of the retaining wall provided on the side of the foundation pile, a second ruler formed at one end thereof, and a second measuring rod installed through the other side of the retaining wall, and formed in a rectangular box shape. And a sensing rod which is fastened by the bracket to the first measuring rod and the second measuring rod by the brackets and is interviewed with the top of the pile based on each row, and is formed in a hollow cylindrical shape, respectively installed on the retaining wall. In the safety diagnostic measurement device for a foundation foundation pile structure comprising a first penetrating rod and the second measuring rod penetrating the sleeve, the sensing rod is the length of the room Rail holes formed in and; Sliding from side to side in the rail hole to be coupled to the foundation pile, characterized in that it comprises an annular ring formed with a screw thread is coupled to the butterfly bolt at the end.

상기와 같은 본 발명에 따르면 기초말뚝과 면접되는 계측봉을 설치하여 구조물의 하단에 설치된 기초말뚝의 휨 정도를 계측할 수 있도록 함으로써 구조물과 옹벽이 전도되는 대형 사고를 미연에 방지할 수 있다.According to the present invention as described above it is possible to prevent the large accident in which the structure and the retaining wall fall by installing the measuring rod to be interviewed with the foundation pile to measure the degree of bending of the foundation pile installed on the bottom of the structure.

구조물, 기초말뚝, 휨, 계측, 안전진단 Structure, foundation pile, bending, measurement, safety diagnosis

Description

구조물 기초말뚝용 안전진단 계측장치{Measure apparatus for safety diagnosis of construction}Measurement device for safety diagnosis of construction foundation

도 1은 기초말뚝의 휨에 의해 구조물 및 옹벽이 전도되는 모습을 나타낸 도면,1 is a view showing the structure and the retaining wall conduction by the bending of the foundation pile,

도 2는 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치를 나타낸 도면,2 is a view showing a safety diagnosis measuring device for the foundation pile according to the present invention,

도 3은 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치가 적용된 모습을 나타낸 도면.Figure 3 is a view showing a state applied a safety diagnosis measuring device for the foundation pile according to the present invention.

<도면의 주요 부분에 관한 부호의 설명><Explanation of symbols on main parts of the drawings>

1 : 기초말뚝 3 : 구조물1: foundation pile 3: structure

5 : 옹벽 110, 120 : 제 1, 2계측봉5: retaining wall 110, 120: first and second measurement rods

130 : 감지봉 131 : 레일홀130: detection rod 131: rail hole

133 : 환형 고리 135 : 나비 볼트133: annular ring 135: butterfly bolt

140 : 슬리브140: sleeve

본 발명은 구조물 기초말뚝용 안전진단 계측장치에 관한 것으로서, 상세하게는 기초말뚝과 면접되는 계측봉을 설치하여 구조물의 하단에 설치된 기초말뚝의 휨 정도를 계측하도록 하는 구조물 기초말뚝용 안전진단 계측장치에 관한 것이다.The present invention relates to a safety diagnosis measuring apparatus for foundation piles, and in particular, a safety diagnosis measuring apparatus for foundation foundation piles to measure the bending degree of the foundation piles installed at the bottom of the structure by installing a measuring rod interviewed with the foundation piles. It is about.

통상 공사용 기초말뚝은 SIP천공장비로 지반을 천공한 후에 기초말뚝을 삽입하고 천공갱과 기초말뚝과의 사이 공간에 시멘트 밀크를 채워 굳힌 다음에 견본지점에서 말뚝재하시험을 통하여 단기간에 발생하는 말뚝의 침하량과 선단 및 주면지지력을 확인했었다.In general, the foundation piles are constructed with SIP drilling equipment, and then the foundation piles are inserted, cement cement is filled in the space between the drilling pit and the foundation piles, and then hardened. Settlement amount, tip and major bearing capacity were checked.

그러나, 지금까지는 기초말뚝 위에 교각과 같은 상부구조물을 건설한 후, 또는 지진, 홍수 등의 변수 요인에 따라 토사층의 침하, 제방의 토사 밀림으로 인한 거동 등의 상태를 확인할 길이 전혀 없어 침하나 토사 밀림에 의해 도 1에 도시된 바와 같이 기초말뚝(1)이 휘고, 이로 인해 기초말뚝(1) 상단에 설치된 구조물(3)이 밀려 구조물(3)과 옹벽(5)이 전도되어 대형 사고를 발생하는 문제점이 있다.However, until now, there is no way to check the condition of sedimentation and sedimentation due to earthquake and flooding, after constructing superstructures such as bridge piers on foundation piles, or by variable factors such as earthquakes and floods. As shown in FIG. 1, the foundation pile 1 is bent, which causes the structure 3 installed on the top of the foundation pile 1 to be pushed up so that the structure 3 and the retaining wall 5 are conducted to generate a large accident. There is a problem.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 기초말뚝과 면접되는 계측봉을 설치하여 구조물의 하단에 설치된 기초말뚝의 휨 정도를 계측할 수 있도록 함으로써 구조물과 옹벽이 전도되는 대형 사고를 미연에 방지하도록 하는 구조물 기초말뚝용 안전진단 계측장치를 제공하는데 그 목적이 있다.The present invention is to solve the above problems, it is possible to measure the degree of deflection of the foundation pile installed on the bottom of the structure by installing a measuring rod that is interviewed with the foundation pile to prevent the large accident that the structure and retaining wall is conducted It is an object of the present invention to provide a safety diagnostic measurement device for the foundation piles to prevent.

상기와 같은 목적을 달성하기 위한 본 발명의 특징은,Features of the present invention for achieving the above object,

상단에 구조물이 설치되도록 지면에 수직으로 일정 간격을 가지며 복수의 열로 설치되는 복수의 기초말뚝과, 일끝단에 제 1눈금자가 형성되고, 상기 기초말뚝의 측면에 설치된 옹벽의 일측을 관통하여 설치되는 제 1계측봉과, 일끝단에 제 2눈금자가 형성되고, 상기 옹벽의 타측을 관통하여 설치되는 제 2계측봉과, 사각 박스 형태로 형성되는 브라켓과, 상기 제 1계측봉과 제 2계측봉에 양단이 상기 브라켓에 의해 체결되어 상기 각각의 열에 기초 말뚝 상단과 면접되는 감지봉과, 중공상의 원통형으로 형성되고, 상기 옹벽에 각각 설치되어 상기 제 1계측봉 및 제 2계측봉이 관통되는 슬리브를 포함하는 구조물 기초말뚝용 안전진단 계측장치에 있어서, 상기 감지봉은 길이 방향으로 형성되는 레일홀과; 상기 기초말뚝에 결합되도록 상기 레일홀에서 좌우로 슬라이딩하되, 끝단에 나비 볼트가 결합되도록 나사산이 형성되는 환형 고리를 포함하여 이루어지는 것을 특징으로 한다.A plurality of foundation piles are installed in a plurality of rows at regular intervals perpendicular to the ground so that the structure is installed at the top, and a first ruler is formed at one end thereof and is installed through one side of the retaining wall installed at the side of the foundation pile. A first measuring rod, a second ruler is formed at one end, and a second measuring rod installed through the other side of the retaining wall, a bracket formed in the form of a rectangular box, and both ends of the first measuring rod and the second measuring rod. A structural base including a sensing rod fastened by the bracket to be interviewed with the top of the pile based on each row, and formed in a hollow cylindrical shape, respectively installed on the retaining wall, and having a first measuring rod and a second measuring rod penetrated therethrough. In the safety diagnostic measurement device for a pile, The sensing rod is a rail hole formed in the longitudinal direction; Sliding from side to side in the rail hole to be coupled to the foundation pile, characterized in that it comprises an annular ring formed with a screw thread is coupled to the butterfly bolt at the end.

삭제delete

이하, 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치를 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, described in detail with reference to the accompanying drawings the safety diagnosis measuring device for the foundation pile according to the present invention.

하기에서 본 발명을 설명함에 있어, 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단되는 경우에는 그 상세한 설명은 생략할 것이다. 그리고 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운용자의 의도 또는 관례 등에 따라 달라질 수 있다. 그러므로 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것이다.In the following description of the present invention, if it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the subject matter of the present invention, the detailed description thereof will be omitted. Terms to be described later are terms defined in consideration of functions in the present invention, and may be changed according to intentions or customs of users or operators. Therefore, the definition should be made based on the contents throughout the specification.

도 2는 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치를 나타낸 도면이고, 도 3은 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치가 적용된 모습 을 나타낸 도면이다. 도 2 및 도 3에 있어서, 종래와 동일 구성에 대해서는 동일 부호를 부여한다.2 is a view showing a safety diagnosis measuring device for the foundation pile according to the present invention, Figure 3 is a view showing a state of the safety diagnosis measuring device for the foundation pile according to the present invention. In FIG.2 and FIG.3, the same code | symbol is attached | subjected about the structure same as the conventional thing.

도 2 및 도 3을 참조하면, 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치(100)는, 제 1계측봉(110)과, 제 2계측봉(120)과, 감지봉(130)과, 슬리브(140)와, 브라켓(150)으로 구성된다.2 and 3, the safety diagnosis measuring apparatus 100 for the foundation foundation pile according to the present invention, the first measuring rod 110, the second measuring rod 120, the sensing rod 130 and , The sleeve 140 and the bracket 150.

본 발명을 설명하기 앞서 기초말뚝과 옹벽의 구성을 설명하면, 기초말뚝(1)은 상단에 구조물(3)이 설치되도록 지면에 수직으로 일정 간격을 가지며 복수의 열로 설치되고, 옹벽(5)은 토사층의 밀림을 차단하도록 기초말뚝(1)의 측면에 설치된다.When explaining the configuration of the foundation pile and the retaining wall prior to explaining the present invention, the foundation pile 1 is installed in a plurality of rows at regular intervals perpendicular to the ground so that the structure (3) is installed on the top, the retaining wall (5) It is installed on the side of the foundation pile (1) to block the jungle of the soil layer.

먼저, 제 1계측봉(110)은 일끝단에 제 1눈금자(111)가 형성되고, 기초말뚝(1)의 측면에 설치된 옹벽(5)의 일측을 관통하여 설치된다.First, the first measuring rod 110 is formed with a first ruler 111 at one end and penetrates one side of the retaining wall 5 provided on the side surface of the foundation pile 1.

그리고, 제 2계측봉(120)은 제 1계측봉(110)과 동일하게 일끝단에 제 2눈금자(121)가 형성되고, 옹벽(5)의 타측을 관통하여 설치된다.The second measuring rod 120 has a second ruler 121 formed at one end thereof in the same manner as the first measuring rod 110, and is installed to penetrate the other side of the retaining wall 5.

또한, 감지봉(130)은 제 1계측봉(110)과 제 2계측봉(120)에 양단이 하기에서 설명할 브라켓(150)에 의해 고정 설치되되, 각각의 열에 기초말뚝(1) 상단과 면접된다. 여기에서, 감지봉(130)은 길이 방향으로 형성되는 레일홀(131)과, 기초말뚝(1)에 결합되도록 레일홀(131)에서 좌우로 슬라이딩하되, 끝단에 나비 볼트(135)가 결합되도록 나사산(134)이 형성되는 환형 고리(133)로 이루어진다.In addition, the sensing rod 130 is fixed to the first measuring rod 110 and the second measuring rod 120 by both ends of the bracket 150 to be described below, the base pile (1) and the top of each row Interviewed. Here, the sensing rod 130 is slid left and right in the rail hole 131 to be coupled to the rail hole 131 and the foundation pile 1 formed in the longitudinal direction, so that the butterfly bolt 135 is coupled to the end It consists of an annular ring 133 on which threads 134 are formed.

또, 슬리브(140)는 제 1계측봉(110)과 제 2계측봉(120)이 관통되도록 중공상의 원통형으로 형성되고, 옹벽(5)에 각각 설치된다.
또, 브라켓(150)은 사각 박스 형태로 형성되어 상면에 위치된 감지봉(130)을 제 1계측봉(110)과 제 2계측봉(120)에 볼트에 의해 체결 고정시킨다.In addition, the sleeve 140 is formed in a hollow cylindrical shape so that the first measurement rod 110 and the second measurement rod 120 penetrate, and are installed on the retaining wall 5, respectively.
In addition, the bracket 150 is formed in the shape of a rectangular box to fasten and fix the sensing rod 130 located on the upper surface of the first measuring rod 110 and the second measuring rod 120 by bolts.

한편, 제 1계측봉(110)의 제 1눈금자(111)와 제 2계측봉(120)의 제 2눈금자(121)는 눈금 확인이 가능하도록 슬리브(140)의 길이보다 더 길게 형성되는 것이 바람직하다.On the other hand, the first ruler 111 of the first measuring rod 110 and the second ruler 121 of the second measuring rod 120 is preferably formed longer than the length of the sleeve 140 so as to check the scale. Do.

이하, 본 발명에 따른 구조물 기초말뚝용 안전진단 계측장치의 설치 과정 및 작용을 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, with reference to the accompanying drawings the installation process and the operation of the safety diagnosis measuring device for the foundation pile according to the present invention will be described in detail.

먼저, 설치된 기초말뚝(1) 각각의 열에 감지봉(130)을 설치하는 데, 환형 고리(133)를 기초말뚝(1)의 위치에 따라 레일홀(131)에서 이동시킨 다음 환형 고리(133)를 기초말뚝(1)에 삽입한 후 환형 고리(133)를 감지봉(130)에 나비 볼트(135)를 이용하여 고정시킨다.First, the sensing rods 130 are installed in each column of the installed foundation piles 1, and the annular ring 133 is moved from the rail hole 131 according to the position of the foundation pile 1, and then the annular ring 133 After the insertion into the foundation pile (1) and the annular ring 133 is fixed to the sensing rod 130 by using a butterfly bolt 135.

상기와 같이 기초말뚝(1) 각각의 열에 감지봉(130)의 조립이 완료되면, 옹벽(5)의 슬리브(140)에 제 1계측봉(110)의 제 1눈금자(111) 및 제 2계측봉(120)의 제 2눈금자(121)를 삽입한 다음 감지봉(130)의 양단을 브라켓(150)을 이용하여 제 1계측봉(110)과 제 2계측봉(120)에 각각 고정시켜 설치를 완료한다.When the assembly of the sensing rod 130 is completed in each row of the foundation pile 1 as described above, the first ruler 111 and the second measurement of the first measuring rod 110 on the sleeve 140 of the retaining wall 5. After inserting the second ruler 121 of the rod 120, the both ends of the sensing rod 130 is fixed to the first measuring rod 110 and the second measuring rod 120 by using the bracket 150, respectively. To complete.

상기와 같이 설치가 완료된 상태에서 지진, 홍수 등의 변수 요인에 따라 토사층의 침하, 제방의 토사 밀림으로 인한 거동 등으로 인해 기초말뚝(1)에 휨이 발생하면, 기초말뚝(1)과 환형 고리(133)를 통해 연결된 감지봉(130)이 기초말뚝(1)에 휨에 따라 동일 방향으로 이동을 하게 되고, 이로 인해 감지봉(130)과 연결된 제 1계측봉(110)과 제 2계측봉(120)이 해당 방향으로 이동을 한다.If the bending occurs in the foundation pile (1) due to the settlement of the soil layer, the behavior due to the sediment jungle of the embankment in accordance with the variable factors such as earthquake, flood, etc. in the completed installation state, the foundation pile (1) and the annular ring The sensing rod 130 connected through the 133 moves in the same direction as the base pile 1 is bent, and thus the first measuring rod 110 and the second measuring rod connected to the sensing rod 130 are moved. 120 moves in that direction.

그러면, 제 1계측봉(110)의 제 1눈금자(111) 또는 제 2계측봉(120)의 제 2눈금자(121)가 슬리브(140)에서 이동을 하게 되어 관측자는 기초말뚝(1)의 휨 발생 및 휨량을 육안으로 확인할 수 있다.Then, the first ruler 111 of the first measuring rod 110 or the second ruler 121 of the second measuring rod 120 is moved in the sleeve 140 so that the observer can bend the foundation pile 1. The amount of occurrence and warpage can be visually confirmed.

상기와 같이 구성되는 본 발명인 구조물 기초말뚝용 안전진단 계측장치에 따르면, 기초말뚝과 면접되는 계측봉을 설치하여 구조물의 하단에 설치된 기초말뚝의 휨 정도를 계측할 수 있도록 함으로써 구조물과 옹벽이 전도되는 대형 사고를 미연에 방지할 수 있는 이점이 있다.According to the present invention, the safety diagnostic measurement device for the foundation pile structure is configured as described above, by installing the measuring rod to be interviewed with the foundation pile to measure the degree of bending of the foundation pile installed on the bottom of the structure is the structure and the retaining wall is conducted There is an advantage that can prevent a large accident in advance.

본 발명은 다양하게 변형될 수 있고 여러 가지 형태를 취할 수 있으며 상기 발명의 상세한 설명에서는 그에 따른 특별한 실시 예에 대해서만 기술하였다. 하지만 본 발명은 상세한 설명에서 언급되는 특별한 형태로 한정되는 것이 아닌 것으로 이해되어야 하며, 오히려 첨부된 청구범위에 의해 정의되는 본 발명의 정신과 범위 내에 있는 모든 변형물과 균등물 및 대체물을 포함하는 것으로 이해되어야 한다.As those skilled in the art would realize, the described embodiments may be modified in various ways, all without departing from the spirit or scope of the present invention. It is to be understood, however, that the present invention is not limited to the specific forms referred to in the description, but rather includes all modifications, equivalents, and substitutions within the spirit and scope of the invention as defined by the appended claims. Should be.

Claims (2)

삭제delete 상단에 구조물이 설치되도록 지면에 수직으로 일정 간격을 가지며 복수의 열로 설치되는 복수의 기초말뚝과, 일끝단에 제 1눈금자가 형성되고, 상기 기초말뚝의 측면에 설치된 옹벽의 일측을 관통하여 설치되는 제 1계측봉과, 일끝단에 제 2눈금자가 형성되고, 상기 옹벽의 타측을 관통하여 설치되는 제 2계측봉과, 사각 박스 형태로 형성되는 브라켓과, 상기 제 1계측봉과 제 2계측봉에 양단이 상기 브라켓에 의해 체결되어 상기 각각의 열에 기초 말뚝 상단과 면접되는 감지봉과, 중공상의 원통형으로 형성되고, 상기 옹벽에 각각 설치되어 상기 제 1계측봉 및 제 2계측봉이 관통되는 슬리브를 포함하는 구조물 기초말뚝용 안전진단 계측장치에 있어서,A plurality of foundation piles are installed in a plurality of rows at regular intervals perpendicular to the ground so that the structure is installed at the top, and a first ruler is formed at one end thereof and is installed through one side of the retaining wall installed at the side of the foundation pile. A first measuring rod, a second ruler is formed at one end, and a second measuring rod installed through the other side of the retaining wall, a bracket formed in the form of a rectangular box, and both ends of the first measuring rod and the second measuring rod. A structural base including a sensing rod fastened by the bracket to be interviewed with the top of the pile based on each row, and formed in a hollow cylindrical shape, respectively installed on the retaining wall, and having a first measuring rod and a second measuring rod penetrated therethrough. In the safety diagnosis measuring device for the pile, 상기 감지봉은,The sensing rod, 길이 방향으로 형성되는 레일홀과;A rail hole formed in a longitudinal direction; 상기 기초말뚝에 결합되도록 상기 레일홀에서 좌우로 슬라이딩하되, 끝단에 나비 볼트가 결합되도록 나사산이 형성되는 환형 고리를 포함하여 이루어지는 것을 특징으로 하는 구조물 기초말뚝용 안전진단 계측장치.Sliding from side to side in the rail hole to be coupled to the foundation pile, safety diagnosis measuring device for a foundation foundation structure, characterized in that it comprises an annular ring formed with a screw thread so that the butterfly bolt is coupled to the end.
KR1020060114172A 2006-11-18 2006-11-18 Measure apparatus for safety diagnosis of construction KR100723012B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060114172A KR100723012B1 (en) 2006-11-18 2006-11-18 Measure apparatus for safety diagnosis of construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060114172A KR100723012B1 (en) 2006-11-18 2006-11-18 Measure apparatus for safety diagnosis of construction

Publications (1)

Publication Number Publication Date
KR100723012B1 true KR100723012B1 (en) 2007-05-30

Family

ID=38278585

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060114172A KR100723012B1 (en) 2006-11-18 2006-11-18 Measure apparatus for safety diagnosis of construction

Country Status (1)

Country Link
KR (1) KR100723012B1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040082368A (en) * 2004-09-07 2004-09-24 (주)씨에스티개발 Measure apparatus for safety check-up of bridge
KR200368329Y1 (en) 2004-08-16 2004-11-20 (주) 장맥엔지니어링 Measuring instrument used for erosion
KR100519072B1 (en) 2005-07-12 2005-10-25 한국씨엠이엔지(주) A measuring apparatus of a retaining wall structures for safety diagnostic
KR100623430B1 (en) 2006-02-23 2006-09-15 (주)한국해외기술공사 Measuring apparatus for safety diagnosis of foundation pile for bridge structures installed in slope

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200368329Y1 (en) 2004-08-16 2004-11-20 (주) 장맥엔지니어링 Measuring instrument used for erosion
KR20040082368A (en) * 2004-09-07 2004-09-24 (주)씨에스티개발 Measure apparatus for safety check-up of bridge
KR100519072B1 (en) 2005-07-12 2005-10-25 한국씨엠이엔지(주) A measuring apparatus of a retaining wall structures for safety diagnostic
KR100623430B1 (en) 2006-02-23 2006-09-15 (주)한국해외기술공사 Measuring apparatus for safety diagnosis of foundation pile for bridge structures installed in slope

Similar Documents

Publication Publication Date Title
Zhang et al. Performance of braced excavation in residual soil with groundwater drawdown
Liu et al. Investigation of cyclic pile-sand interface weakening mechanism based on large-scale CNS cyclic direct shear tests
Sørensen Soil-structure interaction for nonslender, large-diameter offshore monopiles
KR100941967B1 (en) Apparatus for horizontal pile load test and method thereof
JP2015135045A (en) Method for stabilization when installing long object and method for installing long object
KR101410907B1 (en) Subsidence measurement system for using anchor and method for measuring thereof
Cerato et al. Effects of long-term dynamic loading and fluctuating water table on helical anchor performance for small wind tower foundations
Schiavon et al. Monotonic, cyclic and post-cyclic performances of single-helix anchor in residual soil of sandstone
Zhou et al. Static and dynamic load tests of shaft and base grouted concrete piles
Park et al. New earth retention system with prestressed wales in an urban excavation
KR100723012B1 (en) Measure apparatus for safety diagnosis of construction
Hwang et al. Toe movements of diaphragm walls and correction of inclinometer readings
CN109029338B (en) Embedded concrete strain measurement device and construction method thereof
Igoe et al. An investigation into the use of push-in pile foundations by the offshore wind sector
KR102150358B1 (en) Method for implementing measurement structure of soft ground press-fit layered setter
Bell et al. The role of fibre optic instrumentation in the re-use of deep foundations
Sahdi et al. Experiments using a novel penetrometer to assess changing strength of clay during remolding and reconsolidation
Tappenden et al. Load transfer behavior of full-scale instrumented screw anchors
Qi et al. Application of optical-fiber sensing to concrete support and continuous wall strain monitoring
Carpenter Continuous monitoring of an earth fissure in Chino, California, USA–a management tool
Nie et al. An improved instrumentation method for PHC piles
Thiyyakkandi et al. Full-scale axial load response of jetted and grouted precast piles in cohesionless soils
Koerner et al. Recommended layout of instrumentation to monitor potential movement of MSE walls, berms and slopes
Haberfield Practical experience with piled raft design for tall buildings
KR101344529B1 (en) Structure Supporting Foundation Having Case Part

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
A302 Request for accelerated examination
E902 Notification of reason for refusal
E90F Notification of reason for final refusal
N231 Notification of change of applicant
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
G170 Publication of correction
FPAY Annual fee payment

Payment date: 20130522

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20140522

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20150811

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20160520

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20170522

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20180523

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20190522

Year of fee payment: 13