KR100468385B1 - Ground sinking measurement system of appartment house - Google Patents

Ground sinking measurement system of appartment house Download PDF

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Publication number
KR100468385B1
KR100468385B1 KR1020040085583A KR20040085583A KR100468385B1 KR 100468385 B1 KR100468385 B1 KR 100468385B1 KR 1020040085583 A KR1020040085583 A KR 1020040085583A KR 20040085583 A KR20040085583 A KR 20040085583A KR 100468385 B1 KR100468385 B1 KR 100468385B1
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South Korea
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measurement
measuring
earth
deformation
bar
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KR1020040085583A
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Korean (ko)
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김영근
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(주)기하동문기술사건축사사무소
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    • 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
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • 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
    • G01B3/00—Measuring instruments characterised by the use of mechanical techniques
    • G01B3/02—Rulers with scales or marks for direct reading
    • G01B3/04—Rulers with scales or marks for direct reading rigid
    • 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

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Soil Sciences (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)

Abstract

PURPOSE: A system for measuring the depression and deformation of the ground in an apartment house with the naked eyes is provided to easily check the strain of the ground and to secure safety by a depression/deformation visual measuring member. CONSTITUTION: A system for measuring the depression and deformation of the ground in an apartment house with the naked eyes has a depression/deformation visual measuring member(800) composed of a base fixing pile(300), a measuring graduation bar(400), and an earth measuring head unit(500), which are integrally combined in an earth work layer and installed at the lateral side of an underground structure. The base fixing pile is formed with a bar needle unit(310) at the lower side and supported to a base rock. The measuring graduation bar is joined to the upper part of the base fixing pile. The lower inside of the measuring graduation bar with graduations is perforated and fixed on the upper side of the base fixing pile by a bolt(420). The earth measuring head unit combined to the upper side of the measuring graduation bar has threads therein and a plurality of anchor bars(530) mounted and supported at the outer periphery of an earth measuring ring(520). Accordingly, the system measures the depression and deformation of the ground by reading the height of an initial earth work layer at which the measuring graduation bar and the earth measuring head unit are combined.

Description

공동주택 단지내 지반 침하 변형 육안계측 시스템{GROUND SINKING MEASUREMENT SYSTEM OF APPARTMENT HOUSE}GROUND SINKING MEASUREMENT SYSTEM OF APPARTMENT HOUSE}

본 발명은 공동주택 단지내 지반 침하 변형 육안계측 시스템에 관한 것으로서, 특히 지하 주차장 및 지중 매설관 등 많은 지하 구조물의 침하변형 거동 상태를 육안으로 쉽게 확인할 수 있고, 그로 인해 공동주택 단지의 안전을 확보할 수 있도록 하는 공동주택 단지내 지반 침하 변형 육안계측 시스템에 관한 것이다.The present invention relates to a ground subsidence deformation visual measurement system in a multi-family housing complex, and in particular, it is possible to easily check the subsidence deformation behavior of many underground structures such as underground parking lots and underground buried pipes, thereby ensuring safety of the multi-family housing complex. It is related to the ground subsidence deformation visual measurement system in a multi-family housing complex.

일반적으로 공동주택 단지를 조성하기 위해서는 단지 전체에 대한 토목 공사를 실시하고, 지하 구조물을 시공한 후 상부로 공동주택을 시공하게 된다.In general, in order to build a multi-family housing complex, civil engineering works for the whole complex are carried out, and underground structures are constructed, and then multi-family housing is constructed at the top.

상기 공동 주택 단지에는 많은 지하 주차장 및 지중 매설관과 같은 지하 구조물이 설치되는 바, 지하 구조물의 기초에는 지중의 암반에 지지되도록 파일을 설치하게 된다.In the multi-family housing complex, underground structures such as underground parking lots and underground burial pipes are installed, and piles are installed at bases of underground structures so as to be supported by underground rocks.

그러나, 특별한 지하 구조물의 침하 변형에 대한 장치가 설치되는 경우는 극히 드물고, 침하 변형을 측정하기 위한 장치가 설치되는 경우에도 설치 및 유지 관리가 용이하지 못한 단점을 갖는 경우가 많다.However, it is extremely rare to install a device for subsidence deformation of a particular underground structure, and there are many disadvantages that installation and maintenance are not easy even when a device for measuring a settlement deformation is installed.

본 발명은 상술한 내용을 감안하여 안출된 것으로서, 본 발명은, 지하 주차장 및 지중 매설관 등 많은 지하 구조물의 침하변형 거동 상태를 육안으로 쉽게 확인할 수 있도록 기초 고정 말뚝, 계측 눈금봉 및 토사 계측 두부로 구성된 침하 변형 육안계측 부재를 제공하며, 특히 공동주택 단지의 침하 변형을 육안으로 손쉽게 확인할 수 있어 안전을 최대한 확보할 수 있도록 하는 공동주택 단지내 지반 침하 변형 육안계측 시스템을 제공함을 그 목적으로 한다.The present invention has been made in view of the above-described contents, the present invention, the base stationary pile, measuring rods and soil measurement head to easily check the subsidence deformation behavior of many underground structures such as underground parking lot and underground buried pipe It is to provide a subsidence deformation visual measurement member consisting of, and to provide a ground subsidence deformation visual measurement system in the multi-family housing complex in order to ensure the highest possible safety, especially with the naked eye can easily identify the settlement deformation of the apartment complex.

도 1은 본 발명의 침하 변형 육안계측 시스템의 사용 상태를 나타내는 도면.BRIEF DESCRIPTION OF THE DRAWINGS The figure which shows the use condition of the subsidence deformation visual measurement system of this invention.

도 2는 본 발명의 침하 변형 육안계측 시스템의 분해 상태를 나타내는 도면.2 is an exploded view of the subsidence deformation visual measurement system of the present invention.

< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>

100: 토공층 200: 암반층100: earth layer 200: rock bed

300: 기초 고정말뚝 400: 계측 눈금봉300: fixed base pile 400: measurement bar

500: 토사 계측 두부 800: 침하 변형 육안계측 부재500: earth and sand measurement head 800: subsidence deformation visual measurement member

본 발명은 상술한 목적 달성을 위해, 본 발명은, 지하 구조물이 시공되고 그 지하 구조물에 토공층이 형성된 공동주택 단지에 있어서, 상기 토공층에는 기초 고정말뚝, 계측 눈금봉 및 토사 계측 두부가 일체로 결합된 침하 변형 육안계측 부재가 지하 구조물의 측면에 설치되어 침하 변형을 측정가능한 한편, 상기 기초 고정 말뚝은 하부에 봉침부가 암반층에 밀착되어 지지되고, 상기 기초 고정말뚝에는 상부에 계측 눈금봉이 결합되며, 상기 계측 눈금봉은 하단부 내측이 관통되어 고정볼트에 의해 기초 고정 말뚝의 상부에 고정되고, 눈금이 도시되며, 상기 계측 눈금봉에는 상부에 토사 계측 두부가 결합되고, 상기 토사 계측 두부는, 내부에 나사산이 형성되며, 토사 계측링의 외주연에 다수개의 앵커봉이 설치되어 지지되며, 상기 계측 눈금봉과 토사 계측 두부가 결합된 최초의 토공층의 높이를 읽어 지반의 침하 변형 상태를 측정할 수 있도록 설치됨을 특징으로 하는 공동주택 단지내 지반 침하 변형 육안계측 시스템을 제공한다.The present invention, in order to achieve the above object, the present invention is a multi-unit housing complex, the underground structure is constructed and the earthwork layer is formed in the underground structure, the earthwork layer is a foundation fixed pile, measuring scale bar and earthenware measuring head The sedimentation deformation visual measurement member coupled to the base structure is installed on the side of the underground structure to measure the settlement deformation, while the foundation fixing pile is supported by the rod needle part closely adhered to the rock layer, and the measurement fixing rod is coupled to the foundation fixing pile at the top. Wherein, the measurement bar is penetrated inside the lower end is fixed to the upper portion of the foundation fixed pile by a fixing bolt, the scale is shown, the earth measurement head is coupled to the measurement bar, the earth measurement head is inside, A thread is formed in the support rod, and a plurality of anchor rods are installed and supported at the outer circumference of the earth and sand measuring ring. It provides a ground subsidence deformation visual measurement system in a multi-family housing complex, which is installed to measure the ground subsidence deformation by reading the height of the first soil layer combined with the measurement head.

이하, 첨부 도면을 참조하여 본 발명의 구성을 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, the structure of this invention is demonstrated with reference to an accompanying drawing.

도 1은 본 발명의 침하 변형 육안계측 시스템의 사용 상태를 나타내는 도면이고, 도 2는 본 발명의 침하 변형 육안계측 시스템의 분해 상태를 나타내는 도면이다.BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a view showing a state of use of a submerged deformation visual measurement system of the present invention, and Fig. 2 is a view showing an exploded state of a subsidence deformation visual measurement system according to the present invention.

공동 주택 단지는 지하 구조물이 설치된 주변에 많은 토공층(100)이 형성되는 바, 상기 토공층(100)에는 암반층(200)에 지지될 수 있도록 침하 변형 육안계측 부재(800)를 이용하여 지하 구조물의 침하 변형 상태를 육안으로 확인할 수 있도록 설치하는 것을 요지로 한다.In the multi-family housing complex, many earthwork layers 100 are formed around the underground structure, and the earthwork structure 100 uses the sedimentation deformation visual measurement member 800 to be supported by the rock layer 200. The main idea is to install so that the state of subsidence deformation can be visually checked.

상기 침하 변형 육안계측 부재(800)는, 기초 고정말뚝(300), 계측 눈금봉(400) 및 토사 계측 두부(500)으로 구성되는 한편, 상기 기초 고정말뚝(300)은, 말뚝으로 이용되고, 하부에 봉침부(310)가 형성되어 암반층(200)과 견고하게 지지되며, 상기 계측 눈금봉(400)은, 하단부 내측이 관통되어 고정 볼트(420)로 기초 고정말뚝(300)의 상부에 결합되고, 눈금(430)이 도시되며, 상기 토사 계측 두부(500)는, 계측 눈금봉(400)의 상부에 결합되어 고정되는 부재로, 내부에 나사산이 형성되고, 토사 계측링(520)의 외주연에 다수개의 앵커봉(530)이 형성된다.The subsidence deformation visual measurement member 800 is composed of the foundation fixed pile 300, the measurement graduation bar 400 and the earth and sand measurement head 500, while the foundation fixed pile 300 is used as a pile, The lower needle part 310 is formed at the lower part and is firmly supported with the rock layer 200. The measuring bar 400 has a lower end portion penetrated therein and is coupled to the upper part of the foundation fixing pile 300 by a fixing bolt 420. The scale 430 is shown, and the earth and sand measuring head 500 is a member that is coupled to and fixed to the upper portion of the measuring scale bar 400, and a thread is formed therein, and the outside of the earth and sand measuring ring 520. A plurality of anchor rods 530 are formed at the periphery.

즉, 상기 침하 변형 육안 계측 부재(800)는, 기초 고정말뚝(300)이 암반층(200)에 의해 지지되고, 그 기초 고정말뚝(300)의 상부에 계측 눈금봉(300)이 결합되어 최초의 토공층(100)의 높이가 측정되며, 또한 계측 눈금봉(300)의 상부에 토사 계측 두부(500)가 설치되어 침하를 방지하도록 설치된다.That is, the subsidence deformation visual measurement member 800, the foundation fixed pile 300 is supported by the rock layer 200, the measurement scale bar 300 is coupled to the upper portion of the foundation fixed pile 300 is the first The height of the earthwork layer 100 is measured, and the earth and sand measuring head 500 is installed on the top of the measurement graduation bar 300 is installed to prevent settlement.

상술한 구성에서 알 수 있듯이, 상기 침하 변형 육안계측 부재(800)는, 지하 구조물의 측면에 설치되어, 토공층(100)의 높이가 측정된 상태에서, 매월 또는 분기마다 토공층의 침하 정도를 계측 눈금봉(300)을 통해 측정하게 되며, 간단한 구조를 가지는 침하 변형 육안계측 부재(800)에 의해 간단하게 확인할 수 있게 되는 것이다.As can be seen from the above-described configuration, the subsidence deformation visual measurement member 800 is installed on the side surface of the underground structure, and the level of subsidence of the earth layer is determined every month or quarter in the state where the height of the earth layer is measured. Measured through the measurement bar 300, it will be able to simply check by the submerged deformation visual measurement member 800 having a simple structure.

상기 침하 변형 육안계측 부재(800)는, 계측 눈금봉(300)과 토사 계측 두부(500)가 최초로 결합된 상태의 눈금을 기준으로 토공층(100)의 침하 변형을 손쉽게 확인할 수 있게 된다.The subsidence deformation visual measurement member 800, it is possible to easily determine the settlement deformation of the earthwork layer 100 on the basis of the scale of the first measurement scale bar 300 and the earthquake measurement head 500 is coupled.

상술한 본 발명의 구성에 의한 효과를 하기에 설명한다.The effect by the structure of this invention mentioned above is demonstrated below.

본 발명은, 지하 주차장 및 지중 매설관 등 많은 지하 구조물의 침하변형 거동 상태를 육안으로 쉽게 확인할 수 있도록 기초 고정 말뚝, 계측 눈금봉 및 토사 계측 두부로 구성된 침하 변형 육안계측 부재를 제공하며, 특히 공동주택 단지의 침하 변형을 육안으로 손쉽게 확인할 수 있어 안전을 최대한 확보할 수 있는 효과를 갖는다.The present invention provides a subsidence deformation visual measurement member consisting of a foundation fixing pile, a measurement scale rod, and a soil measurement head to easily visually check the settlement deformation behavior of many underground structures such as underground parking lots and underground buried pipes. The settlement deformation of the housing complex can be easily checked with the naked eye, which has the effect of ensuring maximum safety.

Claims (1)

지하 구조물이 시공되고 그 지하 구조물에 토공층이 형성된 공동주택 단지에 있어서,In a multi-unit housing complex where an underground structure is constructed and a ground layer is formed in the underground structure, 상기 토공층에는 기초 고정말뚝, 계측 눈금봉 및 토사 계측 두부가 일체로 결합된 침하 변형 육안계측 부재가 지하 구조물의 측면에 설치되어 침하 변형을 측정가능한 한편,The earthwork layer is provided with a settlement deformation visual measurement member in which the foundation fixing pile, the measurement scale rod, and the soil measurement head are integrally installed on the side of the underground structure, and the settlement deformation can be measured. 상기 기초 고정 말뚝은 하부에 봉침부가 암반층에 밀착되어 지지되고, 상기 기초 고정말뚝에는 상부에 계측 눈금봉이 결합되며, 상기 계측 눈금봉은 하단부 내측이 관통되어 고정 볼트에 의해 기초 고정 말뚝의 상부에 고정되고, 눈금이 도시되며,The base fixing pile is supported by a lower portion of the bottom needle is in close contact with the rock layer, and the base fixed pile is coupled to the measurement graduation bar at the top, the measurement graduation bar is fixed to the upper part of the foundation fixing pile by the inner side of the lower end through the fixing bolt , The scale is shown, 상기 계측 눈금봉에는 상부에 토사 계측 두부가 결합되고, 상기 토사 계측 두부는, 내부에 나사산이 형성되며, 토사 계측링의 외주연에 다수개의 앵커봉이 설치되어 지지되며,The earth measurement measuring head is coupled to the measurement graduation bar at the top, the earth measurement measurement head, the thread is formed therein, a plurality of anchor rods are installed and supported on the outer periphery of the earth measurement measurement ring, 상기 계측 눈금봉과 토사 계측 두부가 결합된 최초의 토공층의 높이를 읽어 지반의 침하 변형 상태를 측정할 수 있도록 설치됨을 특징으로 하는 공동주택 단지내 지반 침하 변형 육안계측 시스템.The ground subsidence deformation visual measurement system in a multi-family housing complex, characterized in that it is installed to read the height of the first earthwork layer combined with the measurement bar and the soil measurement head.
KR1020040085583A 2004-10-26 2004-10-26 Ground sinking measurement system of appartment house KR100468385B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100715275B1 (en) 2006-11-18 2007-05-08 (주) 장맥엔지니어링 Measure apparatus of back-filling construction
KR100788235B1 (en) 2007-08-21 2007-12-27 한국씨엠이엔지(주) Safety measurement method of smooth ground road

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100715275B1 (en) 2006-11-18 2007-05-08 (주) 장맥엔지니어링 Measure apparatus of back-filling construction
KR100788235B1 (en) 2007-08-21 2007-12-27 한국씨엠이엔지(주) Safety measurement method of smooth ground road

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