KR20030058816A - Measuring device for a bridge constuction - Google Patents
Measuring device for a bridge constuction Download PDFInfo
- Publication number
- KR20030058816A KR20030058816A KR1020020000033A KR20020000033A KR20030058816A KR 20030058816 A KR20030058816 A KR 20030058816A KR 1020020000033 A KR1020020000033 A KR 1020020000033A KR 20020000033 A KR20020000033 A KR 20020000033A KR 20030058816 A KR20030058816 A KR 20030058816A
- Authority
- KR
- South Korea
- Prior art keywords
- bridge
- measuring
- casing
- measuring device
- slide
- Prior art date
Links
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
-
- 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
-
- 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
- G01B3/20—Slide gauges
-
- 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
- G01B3/20—Slide gauges
- G01B3/205—Slide gauges provided with a counter for digital indication of the measured dimension
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0041—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
Abstract
Description
본 발명은 교량 상판 등이 외기 조건에 따라 신축되는 변위량이나 하중 등으로 인하여 침하현상 등이 발생하는 것을 사전에 체킹할 수 있는 교량 신축 계측장치를 제공코자 하는 것으로서, 특히 본 발명은 관리자가 육안으로 쉽게 확인할 수 있으며, 필요에 따라서는 계측된 데이터를 전송하여 원거리에서도 계측된 데이터를 통해 신속하고 편리하게 교량의 이상유무를 확인할 수 있도록 한 교량 신축 계측장치를 제공코자 하는 것이다.The present invention is to provide a bridge construction measuring device that can check in advance that the settlement phenomenon occurs due to the displacement amount or load that is stretched in accordance with the outdoor conditions, such as the bridge top plate, in particular the present invention the administrator It is easy to check, and if necessary, it is to provide a bridge construction measuring device that transmits the measured data so that it can check the abnormality of the bridge quickly and conveniently through the measured data from a long distance.
통상 교량 등과 같은 구조물은 준공 후 5년이 경과하면 구조물 안전진단을 실시하여 교량 구조물의 안전성을 평가한 후 문제점이 없을 경우 관할 감독청으로 관리업무를 이관하게 된다.In general, a structure such as a bridge, etc., five years after the completion of the construction, perform a structural safety assessment to evaluate the safety of the bridge structure, and if there is no problem, the management duties are transferred to the competent supervisory authority.
이를 위하여 교량 구조물의 안전성을 평가해야 하고, 준공 후 일정기간이 지난 교량에 대해서는 대형사고를 미연에 예방코자 교량관리가 요구되어 정기적 또는 수시로 교량의 안전성 평가가 필요하였던 것이다.For this purpose, the safety of the bridge structure should be evaluated, and the bridge management was required to prevent large-scale accidents after the completion of construction.
이를 위하여 종래에는 교량 구조물의 안전성을 확인하기 위하여 별도의 계측장비를 교량의 상판 중간지점에 설치하고 시험차량을 운행하여 교량에 작용하는 하중과 각종 변위를 측정하고 그 데이터를 분석하여 교량의 이상유무를 측정하였던 것이다.To this end, in order to check the safety of the bridge structure, a separate measuring equipment is installed at the middle of the top plate of the bridge, and the test vehicle is operated to measure the load and various displacements acting on the bridge and analyze the data to analyze the abnormality of the bridge. Was measured.
그러나 상기한 교량의 안전성 측정 및 평가방법은 측정 당시의 구조물 특성만을 측정할 수 밖에 없어 일정 기간동안의 변위량 측정은 불가능하다는 문제점이 있었고,However, the method of measuring and evaluating the safety of the bridges can only measure the characteristics of the structure at the time of measurement, and thus there is a problem that it is impossible to measure the displacement amount for a certain period of time.
교좌장치에 대한 안전진단은 육안검사 또는 부착형 스트레인 게이지를 활용한 변동응력을 측정하는 방법으로 수행하고 있으나, 이러한 방법은 국부적인 작용 응력의 측정은 가능하나 교량 상판의 변형 및 교량의 침하 등 결정적인 요소를 판단할 수 없는 문제점이 있었던 것이다.Safety diagnosis of the bridge system is performed by visual inspection or by measuring the variation stress using the attached strain gage.However, this method can measure the local working stress, but it is decisive for the deformation of the bridge deck and the settlement of the bridge. There was a problem that the element can not be determined.
이에 본 발명에서는 교량 상판 상간에 사전에 설치하여 교량의 외기 조건에 따른 변위량을 정기적으로 체킹할 수 있으며, 교량의 신축 정도를 체킹함으로서 신축방해요소, 즉 교량 상판의 변형이나 침하를 신속하게 감지하여 교량붕괴 등으로 인한 대형사고를 미연에 예방할 수 있는 교량 신축 계측장치를 제공함에 발명의 기술적 과제를 두고 본 발명을 완성한 것이다.Accordingly, in the present invention, the displacement amount according to the outdoor condition of the bridge can be periodically checked by installing it in advance between the upper floors of the bridges, and by detecting the degree of expansion and contraction of the bridges, it is possible to quickly detect the deformation or settlement of the elastic obstacles, that is, the bridge decks The present invention has been completed in view of the technical problem of the present invention in providing a bridge construction measuring apparatus that can prevent large-scale accidents due to bridge collapse.
도 1은 본 발명에서 제공하는 교량 신축 계측장치를 보인 종단면 구성도Figure 1 is a longitudinal cross-sectional view showing a bridge stretching measurement device provided by the present invention
도 2는 본 발명에서 제공하는 교량 신축 계측장치를 보인 횡단면 구성도Figure 2 is a cross-sectional view showing a bridge stretching measurement device provided by the present invention
도 3은 본 발명의 A-A 선 단면도3 is a cross-sectional view taken along line A-A of the present invention
도 4는 본 발명의 일부 다른 실시예가 적용된 횡단면 구성도4 is a cross-sectional configuration diagram to which some other embodiment of the present invention is applied;
도 5는 본 발명의 실 사용상태를 예시한 평면도5 is a plan view illustrating the actual use state of the present invention
■ 도면의 주요부분에 사용된 부호의 설명 ■■ Explanation of symbols used in main part of drawing ■
1:교량 신축 계측장치2:(교량)상판1: Bridge extension measuring device 2: (bridge) top plate
3,4:케이싱 5:슬라이드형 프로브3, 4: Casing 5: Slide type probe
6:계측수단 6a:눈금6: measuring means 6a: scale
6b:액정모니터7:온도계6b: LCD monitor 7: Thermometer
8:덮개9:베어링8: Cover 9: Bearing
도 1은 본 발명에서 제공하는 교량 신축 계측장치(1)는 교량 상판(2) 상간에 설치되어 이웃하는 교량 상판(2)과의 일정기간 동안의 신축 폭(t)을 육안으로 체킹하거나 특정 디지털 데이터로 변환하여 전송할 수 있도록 한 것으로서,1 is a bridge stretching measuring apparatus (1) provided in the present invention is installed between the bridge top plate (2) and visually check the stretch width (t) for a certain period of time with the adjacent bridge top plate (2) To convert the data into data,
이를 위하여 교량 상판(2)에 매설할 수 있는 좌우 케이싱(3,4)을 구비하고, 상기 좌우 케이싱(3,4) 내부에는 일단이 케이싱(3)에 고정되는 슬라이더형프로브(5)와, 상기 슬라이드형 프로브(probe; 5)와 함께 이를 아날로그 데이터 또는 디지털 데이터로 계측할 수 있는 계측수단(6)이 설치된다.To this end, it is provided with a left and right casing (3, 4) that can be embedded in the bridge top plate (2), the inside of the left and right casing (3, 4) slider end probe 5 is fixed to the casing (3), Along with the slide probe (probe) 5 is provided with a measuring means (6) capable of measuring it as analog data or digital data.
즉, 상기 슬라이드형 프로브(5)가 교량 상판(2) 상간의 변위량에 따라 동시에 좌우로 슬라이드 작동하여 계측수단(6)이 슬라이드형 프로브(5)의 변위량을 눈금(6a)에 의해 계측할 수 있는 아날로그 계측방법 또는 액정모니터(6b) 등에 숫자로 변위량이 디스플레이 되어 변위량을 계측할 수 있는 디지털 계측방법을 선택적으로 적용토록 하는 것이다.That is, the slide probe 5 simultaneously slides left and right according to the displacement amount between the bridge top plates 2 so that the measuring means 6 can measure the displacement amount of the slide probe 5 by the scale 6a. The number of displacements is displayed numerically on the analog measuring method or the liquid crystal monitor 6b, and the like, so as to selectively apply a digital measuring method capable of measuring the amount of displacement.
그리고 상기 계측수단(6)이 설치되는 도면상 우측의 케이싱(4) 내부에는 계측 당시의 외기 온도를 측정할 수 있는 온도계(7)를 설치하고, 케이싱(4)의 상부에 개폐 가능한 덮개(8)는 투시 가능하고 내충격성 등이 우수한 방탄유리 등으로 구성하여 케이싱(4)에 결합토록 한다.In the casing 4 on the right side of the drawing on which the measuring means 6 is installed, a thermometer 7 capable of measuring the outside air temperature at the time of measurement is provided, and a lid 8 that can be opened and closed on the upper part of the casing 4. ) Is made of bulletproof glass or the like which is transparent and has excellent impact resistance, to be coupled to the casing 4.
상기 계측수단(6) 및 온도계(7)는 현장에서 계측자가 직접 출동하여 육안으로 계측할 수 있음은 물론, 계측된 정보를 공지의 디지털 정보 변환 마이크로프로세서에서 읽어들여 유무선 전송수단과 연결시켜 원거리에서도 실시간 계측정보를 체킹할 수 있음은 물론이다.The measuring means (6) and the thermometer (7) can be measured directly by the operator in the field to measure with the naked eye, as well as reading the measured information from a known digital information conversion microprocessor and connected to the wired and wireless transmission means at a distance Of course, the real-time measurement information can be checked.
그리고 상기 슬라이드형 프로브(5)가 슬라이드 작동 시에 마찰저항을 최소화하기 위해서는 케이싱(3,4)의 출몰공상에는 베어링(9) 등과 같은 마찰저항 감소수단을 설치하는 것이 바람직하다.In order to minimize the frictional resistance of the slide-type probe 5 when the slide is operated, it is preferable to install frictional resistance reducing means such as a bearing 9 on the housing hole of the casings 3 and 4.
도면중에서 부호 6c는 계측수단(6)에 결합되어 일정기간동안 교량의 신축 폭을 확인할 수 있는 스토퍼를 나타낸 것이며, 10은 케이싱(4)을 교량 상판(2)에 고정하기 위한 앵커이며, 11은 교량용 상판의 신축이음수단, 12는 차도, 13은 인도를 도시한 것이다.In the figure, reference numeral 6c denotes a stopper which is coupled to the measuring means 6 to check the expansion and contraction width of the bridge for a certain period, 10 is an anchor for fixing the casing 4 to the bridge upper plate 2, and 11 is Extension joint means for bridge deck, 12 is a roadway, 13 is a sidewalk.
상기와 같이 구성될 수 있는 본 발명의 교량 신축 계측장치(1)는 각종 교량의 상판(2)이 외기 조건에 따라 신축 변위량 및 신축유무를 정기적으로 간단히 계측할 수 있도록 하여 교량의 안전성 관리를 보다 신속하고 용이하게 수행할 수 있는 것으로서, 본 발명의 작용을 이하에 보다 구체적으로 설명하면 다음과 같다.Bridge stretching measuring apparatus 1 of the present invention can be configured as described above allows the top plate (2) of the various bridges to easily measure the amount of expansion and contraction and the expansion and contraction in accordance with the outside conditions on a regular basis for more safety management of the bridge As can be performed quickly and easily, the operation of the present invention will be described in more detail below.
즉, 본 발명은 교량 상판(2) 등의 신축이음수단(11)이 설치되는 부위에 설치되는바, 이의 설치위치는 교량 상판(2)의 일측, 즉 차도(12)의 노견이나 중앙선 부위, 또는 인도(13) 등에 선택적으로 설치될 수 있는 것으로서,That is, the present invention is installed in the site where the expansion joint means 11, such as the bridge top plate 2 is installed, the installation position thereof is one side of the bridge top plate 2, that is, the road surface or the center line portion of the roadway 12, Alternatively, it may be selectively installed in the sidewalk 13,
좌우 케이싱(3,4)을 교량의 좌우 상판(2)에 매설고정하고, 일측 케이싱(3)에 일단이 고정된 슬라이드형 프로브(5)는 대응측 케이싱(4)에 설치된 계측수단(6)상에 슬라이드 가능하게 연결되어 좌우 교량(2)의 신축 변위량을 계측수단(6)상에서 계측이 가능하게 구성한 것이다.The measuring means 6 provided in the side casing 4 is a slide-type probe 5 in which the left and right casings 3 and 4 are embedded in the left and right upper plates 2 of the bridge, and one end is fixed to the one casing 3. It is slidably connected to the structure, and the expansion and contraction amount of the left and right bridges 2 is configured on the measurement means 6 to enable measurement.
예를 들어 상기 계측수단(6)이 도 1,2와 같이 눈금(6a)을 가진 아날로그형 계측수단(6)일 경우는 계측자가 특정일에 슬라이드형 프로브(5)가 가르키는 눈금(6a)을 읽어서 기록을 하고, 정기적으로 교량에 설치된 교량 신축 계측장치(1)의 슬라이드형 프로브(5)가 가르키는 눈금(6a)을 기록해 둔다.For example, when the measuring means 6 is an analog measuring means 6 having a scale 6a as shown in FIGS. 1 and 2, the scale 6a indicated by the slide-type probe 5 on a specific day is measured. The reading is made and recorded, and the scale 6a indicated by the slide probe 5 of the bridge stretching and measuring device 1 installed on the bridge is periodically recorded.
이를 1달을 주기로 하여 1년 동안 계측한 기록을 계측자가 데이터로 가지고 있을 경우, 1년 동안 계측한 특정의 달 상간에 교량 상판(2)의 신축 변위량을 알수 있어 차기 연도에 교량 상판(2)의 신축 변위량을 계측하여 교량의 이상유무를 별도의 계측장치를 사용하지 않고 본 발명의 교량 신축 계측장치(1)만 보면 계측이 가능한 것이다.If the instrument has data recorded for one year at a period of one month, the amount of expansion and displacement of the bridge deck (2) can be known between specific moon phases measured for one year. By measuring the amount of expansion and contraction of the bridge, whether there is an abnormality of the bridge can be measured by looking only at the bridge extension measuring apparatus 1 of the present invention without using a separate measuring device.
그리고 상기 변위량은 계측수단(6)에 설치된 슬라이드 가능한 스토퍼(6c)가 슬라이드형 프로브(5)에 의해 동시에 슬라이드되어 좌우 스토퍼(6c) 상간의 간격을 측정함으로서 변위량을 육안으로 쉽게 확인 및 계측할 수 있는 것이다.In addition, the displacement amount can be easily identified and measured visually by measuring the distance between the left and right stopper 6c by the slideable stopper 6c installed on the measuring means 6 simultaneously slide by the slide type probe 5c. It is.
상기 본 발명의 계측수단(6)에서 계측된 정보는 디지털 정보 변환 마이크로프로세서를 가진 유무선 전송수단과 연결시킬 경우 교량까지 계측자가 직접 방문하여 계측하지 않고 원하는 장소에서 계측된 정보를 읽을 수 있어 교량의 이상유무 점검을 매우 신속하고 편리하고 수행할 수 있는 것이다.The information measured by the measuring means (6) of the present invention is connected to the wired or wireless transmission means having a digital information conversion microprocessor, the instrument can read the measured information at the desired place without visiting the measurement directly to the bridge It is very quick, convenient and can carry out an abnormality check.
이상에서 상세히 살펴 본 바와 같이 본 발명에서 제공하는 교량 신축 계측장치(1)는 교량의 상판(2)에 간단히 매설하여 외기 조건에 따라 교량 상판(2)이 유동하는 변위량을 슬라이드형 프로브(5)와 계측수단(6)에 의해 현장에서 직접 육안으로 계측하거나 원거리에서 전송받아 확인할 수 있도록 함으로서 교량의 이상유무를 관리자가 별도의 계측장비를 휴대하지 않고도 매우 신속하고 간편하게 확인할 수 있어 교량관리의 부실로 인한 교량의 붕괴 등을 미연에 예방할 수 있으며,As described in detail above, the bridge stretching and measuring device 1 provided in the present invention is simply buried in the upper plate 2 of the bridge and slides the displacement amount that the bridge upper plate 2 flows according to the outdoor conditions. And measuring means (6) can be directly measured on-site at the site or transmitted and confirmed from a long distance, so that the administrator can check the abnormality of the bridge very quickly and easily without carrying a separate measuring equipment. It can prevent the collapse of the bridge due to,
본 발명의 교량 신축 계측장치(1)를 사용할 경우 평소 정기적으로 계측된 상판(2)의 변위 데이터에 반하여 변위량이 적거나 전혀 없을 경우 교좌장치의 이상유무를 손쉽게 인지할 수 있어 교량관리에 따르는 제반 비용 및 인력소모 등을 대폭 절감할 수 있으며, 유무선 송신장치를 접목하여 사용할 경우 원거리에서도 계측관리가 가능하여 관리상의 제반 이점을 극대화할 수 있는 등 그 기대되는 효과가 다대한 발명이다.In the case of using the bridge extension measuring device 1 according to the present invention, when there is little or no displacement in comparison with the displacement data of the upper plate 2 measured on a regular basis, it is possible to easily recognize the abnormality of the bridge device. The cost and manpower consumption can be greatly reduced, and when the wired / wireless transmission device is used, it is possible to measure and manage at a long distance, thereby maximizing all the advantages of the management.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2002-0000033A KR100433673B1 (en) | 2002-01-02 | 2002-01-02 | Measuring device for a bridge constuction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2002-0000033A KR100433673B1 (en) | 2002-01-02 | 2002-01-02 | Measuring device for a bridge constuction |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2020020000045U Division KR200270796Y1 (en) | 2002-01-02 | 2002-01-02 | Measuring device for a bridge constuction |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20030058816A true KR20030058816A (en) | 2003-07-07 |
KR100433673B1 KR100433673B1 (en) | 2004-05-31 |
Family
ID=32216708
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR10-2002-0000033A KR100433673B1 (en) | 2002-01-02 | 2002-01-02 | Measuring device for a bridge constuction |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100433673B1 (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100594502B1 (en) * | 2006-01-12 | 2006-06-30 | 안영기 | Safety diagnosis apparatus for elasticity connection part of bridge |
KR100673548B1 (en) * | 2006-07-24 | 2007-01-24 | 케이에스엠기술 주식회사 | Verticality measure apparatus of pier for bridge |
KR100746564B1 (en) * | 2007-02-26 | 2007-08-06 | (주)대한이엔씨 | A measurement device for safe diagnoses of bridge expansion and contraction abnormal noise department |
KR100787474B1 (en) * | 2007-08-28 | 2007-12-21 | (주)다음기술단 | Safety diagnosis apparatus for expansion joint on briege |
KR101312502B1 (en) * | 2012-08-21 | 2013-10-01 | 삼성물산 주식회사 | Measuring structure of column or wall shortening |
KR101421272B1 (en) * | 2014-03-10 | 2014-07-18 | 주식회사 혜성안전기술원 | Structure safety diagnosis equipment is bridge top board |
KR20180027814A (en) * | 2016-09-07 | 2018-03-15 | 한국씨엠이엔지(주) | Apparatus for Measuring Expansion and Contraction for Bridge |
KR102385744B1 (en) * | 2021-05-31 | 2022-04-14 | 주식회사 한국구조진단연구원 | Portable safety diagnosis device for safety inspection of bridge expansion joint |
KR102412193B1 (en) * | 2021-10-18 | 2022-06-27 | 주식회사 신라이앤씨 | Joint Gap Measuring Device for Bridge Safety Inspection |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100741818B1 (en) * | 2006-08-09 | 2007-07-23 | 윤환헌 | Method and antifungal organic farming soil for planting |
KR100724304B1 (en) | 2006-10-17 | 2007-06-04 | 주식회사 삼림엔지니어링 | Installation structure of safety diagnosis apparatus for elasticity connection part of bridge |
KR100917659B1 (en) * | 2009-03-09 | 2009-09-18 | 한세이엔씨(주) | The safety diagnosis device of expansion joint for bridge structure |
KR101151290B1 (en) | 2010-03-29 | 2012-06-08 | 한국해양연구원 | Portable structural safety diagnosis equipment for fixed beacon structures and thereof method |
KR101086867B1 (en) | 2011-01-04 | 2011-11-30 | 영동이앤지(주) | Space measuring and checking apparatus for movable bridge bearing |
KR102044959B1 (en) * | 2018-12-19 | 2019-11-14 | 시설물안전연구원 주식회사 | Concrete constructions crack displacement measurement equipment |
KR102038100B1 (en) | 2019-08-08 | 2019-10-30 | 한세이엔씨(주) | Safety diagnosis system for measuring displacement of bridge expansion joint, and method for the same |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61187403U (en) * | 1985-05-15 | 1986-11-21 | ||
JPH0358366A (en) * | 1989-07-27 | 1991-03-13 | Eisuke Imanaga | Tape running control mechanism for video cassette tape |
JPH0738903U (en) * | 1993-12-24 | 1995-07-14 | 東日本旅客鉄道株式会社 | ATS-P ground element mounting position measuring instrument |
KR100283681B1 (en) * | 1997-12-23 | 2001-03-02 | 김기중 | Bridge bearing device improved capacity to an earthquake |
JP2000002565A (en) * | 1998-06-18 | 2000-01-07 | Shigeki Yamazaki | Displacement detector |
KR200265797Y1 (en) * | 2001-10-31 | 2002-02-25 | 주식회사 도화종합기술공사 | A measuring system for inspecting a safety of a road structure and a bridge |
-
2002
- 2002-01-02 KR KR10-2002-0000033A patent/KR100433673B1/en not_active IP Right Cessation
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100594502B1 (en) * | 2006-01-12 | 2006-06-30 | 안영기 | Safety diagnosis apparatus for elasticity connection part of bridge |
KR100673548B1 (en) * | 2006-07-24 | 2007-01-24 | 케이에스엠기술 주식회사 | Verticality measure apparatus of pier for bridge |
KR100746564B1 (en) * | 2007-02-26 | 2007-08-06 | (주)대한이엔씨 | A measurement device for safe diagnoses of bridge expansion and contraction abnormal noise department |
KR100787474B1 (en) * | 2007-08-28 | 2007-12-21 | (주)다음기술단 | Safety diagnosis apparatus for expansion joint on briege |
KR101312502B1 (en) * | 2012-08-21 | 2013-10-01 | 삼성물산 주식회사 | Measuring structure of column or wall shortening |
KR101421272B1 (en) * | 2014-03-10 | 2014-07-18 | 주식회사 혜성안전기술원 | Structure safety diagnosis equipment is bridge top board |
KR20180027814A (en) * | 2016-09-07 | 2018-03-15 | 한국씨엠이엔지(주) | Apparatus for Measuring Expansion and Contraction for Bridge |
KR102385744B1 (en) * | 2021-05-31 | 2022-04-14 | 주식회사 한국구조진단연구원 | Portable safety diagnosis device for safety inspection of bridge expansion joint |
KR102412193B1 (en) * | 2021-10-18 | 2022-06-27 | 주식회사 신라이앤씨 | Joint Gap Measuring Device for Bridge Safety Inspection |
Also Published As
Publication number | Publication date |
---|---|
KR100433673B1 (en) | 2004-05-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100433673B1 (en) | Measuring device for a bridge constuction | |
Wenzel et al. | Ambient vibration monitoring | |
Rodrigues et al. | FBG based strain monitoring in the rehabilitation of a centenary metallic bridge | |
KR20000000347A (en) | Measuring instrument of bearing support | |
Cai et al. | Bridge deck load testing using sensors and optical survey equipment | |
KR200270796Y1 (en) | Measuring device for a bridge constuction | |
KR100430106B1 (en) | Device for testing crack progress with vernier type | |
Farhey | Integrated virtual instrumentation and wireless monitoring for infrastructure diagnostics | |
Beltempo et al. | Structural health monitoring of the Colle Isarco viaduct | |
Zhang et al. | Investigation of the applicability of current bridge health monitoring technology | |
Figueiras et al. | Testing and monitoring of a centenary arch bridge | |
Zhang et al. | Distributed fiber optic sensors for tunnel monitoring: A state-of-the-art review | |
Enckell-El Jemli et al. | Monitoring of the new Årsta railway bridge using traditional and fiber optic sensors | |
Gillham et al. | Field Test of a Shear Force Measurement Technique Using Fiber Optic Sensing under Variable Speed Truck Loading | |
Casadei et al. | NDT monitoring of bridges using innovative high precision surveying system | |
Rice | Optimization of a pavement instrumentation plan for a full-scale test road: evaluation. | |
KUCHEKAR et al. | Visual inspection of concrete bridge | |
Arêde et al. | Monitoring and testing of a new stone masonry arch bridge in Vila Fria, Portugal | |
Pimentel et al. | Load tests on bridges | |
Melendez | Design of The Structural Health Monitoring System for The Third Bridge Over the Panama Canal | |
US20230221195A1 (en) | Distributed continuous high-accuracy bidirectional displacement fiber-optic measurement system and measurement method thereof | |
Ren et al. | Technical Survey and Literature Review on Bridge Joint Monitoring Practices | |
Weissmann et al. | A Statewide Diagnostic Survey of Continuously Reinforced Concrete Pavements in Texas | |
Piastra et al. | The Genoa San Giorgio Bridge Fiber-Optic Structural Monitoring System | |
Anastasopoulos et al. | Modal Strain-Based Structural Health Monitoring of Steel Railway Bridges: An Overview of Three Recent Case Studies |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20120502 Year of fee payment: 9 |
|
LAPS | Lapse due to unpaid annual fee |