KR100749329B1 - A safe diagnosis device according to the cause for retaining wall displacement measurement - Google Patents

A safe diagnosis device according to the cause for retaining wall displacement measurement Download PDF

Info

Publication number
KR100749329B1
KR100749329B1 KR1020070018866A KR20070018866A KR100749329B1 KR 100749329 B1 KR100749329 B1 KR 100749329B1 KR 1020070018866 A KR1020070018866 A KR 1020070018866A KR 20070018866 A KR20070018866 A KR 20070018866A KR 100749329 B1 KR100749329 B1 KR 100749329B1
Authority
KR
South Korea
Prior art keywords
retaining wall
displacement measurement
diagnosis device
road
deformation
Prior art date
Application number
KR1020070018866A
Other languages
Korean (ko)
Inventor
박주경
Original Assignee
(주)대한이엔씨
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)대한이엔씨 filed Critical (주)대한이엔씨
Priority to KR1020070018866A priority Critical patent/KR100749329B1/en
Application granted granted Critical
Publication of KR100749329B1 publication Critical patent/KR100749329B1/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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • 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
    • 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

Abstract

A safety diagnosis device for road retaining wall displacement measurement is provided to easily detect states of a retaining wall by installing the safety diagnosis device for checking deformation and conduction of the retaining wall on a front surface of the retaining wall. A safety diagnosis device for road retaining wall displacement measurement comprises a reaction plate(110), a standard plate(120), a plurality of connection bars(130) and an indication part(140). The reaction plate includes indication poles(115) having a step ridge(116) and a plurality of a color band(117) connected to each connection hole(113). The standard plate is installed in front direction of the reaction plate so as to allow deformation of the retaining wall to be recognized, and includes a plurality of buffer parts(126) making contact with the retaining wall on one side surface of a lower part of an outer frame(121). The plurality of connection bars has one end fixed on an upper part of the standard plate, and a plurality of second color bands on an outer circumferential surface. The indication part is installed on an upper part of the retaining wall so as to allow push phenomena to be recognized.

Description

도로 옹벽 변위측정용 안전진단장치{A safe diagnosis device according to the cause for retaining wall displacement measurement}A safe diagnosis device according to the cause for retaining wall displacement measurement}

도 1은 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치를 나타낸 분해사시도,1 is an exploded perspective view showing a safety diagnostic device for measuring the displacement of the road retaining wall according to a preferred embodiment of the present invention,

도 2는 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치를 나타낸 사시도,Figure 2 is a perspective view showing a safety diagnosis device for displacement measurement road retaining wall according to a preferred embodiment of the present invention,

도 3은 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치의 설치상태를 나타낸 요부측단면도 및Figure 3 is a main sectional side view showing the installation state of the safety diagnostic device for road retaining wall displacement measurement according to a preferred embodiment of the present invention and

도 4는 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치의 설치상태를 나타낸 정면도.Figure 4 is a front view showing the installation state of the safety diagnostic device for road retaining wall displacement measurement according to a preferred embodiment of the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for main parts of the drawings>

10 : 경사면 20 : 옹벽10: slope 20: retaining wall

110 : 반응플레이트 111 : 고무재그리드망110: reaction plate 111: rubber mesh grid

114 : 앵커볼트 117 : 제1 색상띠114: anchor bolt 117: first color strip

120 : 기준플레이트 124 : 와이어망120: reference plate 124: wire mesh

125 : 기준링 130 : 연결바125: reference ring 130: connection bar

135 : 제2 색상띠 140 : 표시구135: second color band 140: indicator

본 발명은 안전진단장치에 관한 것으로, 더욱 상세하게는 옹벽의 전면에 옹벽의 변형이나 전도를 육안으로 확인할 수 있는 안전진단장치를 설치함으로써, 옹벽의 상태를 용이하게 파악하여 이에 따른 필요한 반응대처를 신속히 취할 수 있도록 한 도로 옹벽 변위측정용 안전진단장치에 관한 것이다.The present invention relates to a safety diagnosis device, and more particularly, by installing a safety diagnosis device that can visually check the deformation and conduction of the retaining wall on the front surface of the retaining wall, the state of the retaining wall can be easily grasped, and thus the necessary reaction response is provided. The present invention relates to a safety diagnostic device for measuring the displacement of a road retaining wall so that it can be taken quickly.

일반적으로, 옹벽은 토압력에 저항하여 도사의 붕괴를 방지하기 위한 벽체 구조물을 말하는 것으로, 산악지는 물론 토지가격이 높은 지역 등에서 토지를 효율적으로 이용하기 위하여 많이 이용한다.In general, the retaining wall refers to a wall structure for preventing the collapse of the warp by resisting earth pressure, and is often used for efficient use of land in mountainous lands and high land prices.

이러한 옹벽은 흙을 쌓아 올리거나 산을 깎아 내거나 해안을 메울 때 등에 사용하는데, 토사의 붕괴를 막기 위하여 제방이나 도로 측벽 등에 석재나 콘크리트 등으로 된 블록을 쌓아 올리는 방식으로 옹벽을 축조하는 것이 일반적이다.These retaining walls are used to pile up soil, cut down mountains, or fill up the shore.In order to prevent soil collapse, it is common to build retaining walls by stacking blocks made of stone or concrete, such as embankments or road side walls. .

위와 같은 옹벽은 우선, 옹벽이 설치될 지반 설치지점에 기초 터파기를 실시하고, 기초 저면에 배수성이 양호한 쇄석층을 포설, 다짐, 바닥고르기 작업을 실시한다. 이 때, 연약지반 및 기초부위가 취약한 지역은 기초보강을 실시하여 소요지지력을 확보한다.As for the retaining wall, first, the foundation is excavated at the ground installation point where the retaining wall is to be installed, and the crushed stone layer having good drainage is laid on the bottom of the foundation, and the grounding work is performed. At this time, in areas where the soft ground and foundations are vulnerable, basic reinforcement will be carried out to secure necessary bearing capacity.

다음, 상기 터파기된 기초지반에 옹벽을 축조하게 된다.Next, a retaining wall is constructed in the excavated base ground.

그러나 이와 같은 옹벽은 블록이 단순히 벽체를 이루고 있기 때문에 시간이 경과함에 따라 토압을 꾸준히 받고 있기 때문에 반복하중으로 인해 사면 붕괴 또는 전도력에 저항하는 저항력이 약화되어 배부름 현상과 같은 옹벽구조물의 형상이 변형되어 심한 경우에는 옹벽 구조물의 붕괴로까지 이어진다.However, since the retaining wall is simply a wall, the earth wall is continually subjected to earth pressure as time passes, so the resistance to slope collapse or conduction is weakened by repeated loads, and the shape of the retaining wall structure, such as a full load, is deformed. In severe cases, this leads to the collapse of the retaining wall structure.

그러나 종래에는 보강토 옹벽의 변형량을 측정할 별다른 시설이 없었기 때문에 단순 육안관측에 의존하고 있는 실정이며, 전술한 바와 같이 옹벽이 전도될 만큼의 위험한 상황인데도 불구하고 이를 감지하고 못하고 그대로 방치하는 경우가 많아 옹벽의 전도사고 위험에 항상 노출되어 있는 문제가 있다.However, in the past, since there was no facility to measure the amount of deformation of the reinforced soil retaining wall, the current situation is based on simple visual observation, and as described above, even though the retaining wall is dangerous enough to fall, it is often left undetected. There is a problem that is always exposed to the danger of falling accident of the retaining wall.

본 발명은 종래 옹벽의 문제점을 감안하여 안출한 것으로, 그 목적은 옹벽의 전면에 옹벽의 변형이나 전도를 육안으로 확인할 수 있는 안전진단장치를 설치함으로써, 옹벽의 상태를 용이하게 파악하여 이에 따른 필요한 반응대처를 신속히 취할 수 있도록 한 도로 옹벽변위측정용 안전진단장치를 제공한다.The present invention has been made in view of the problems of the conventional retaining wall, the object of which is to provide a safety diagnostic device that can visually check the deformation and conduction of the retaining wall on the front of the retaining wall, it is easy to grasp the state of the retaining wall and accordingly Provide a safety diagnostic device for road retaining wall displacement measurement to enable quick response.

상기 목적을 달성시키기 위한 본 발명은The present invention for achieving the above object

경사면의 토사가 유실되는 것을 방지할 수 있도록 절개지의 경사면에 설치되는 옹벽에 있어서,In the retaining wall provided on the inclined surface of the incision to prevent the loss of soil on the inclined surface,

상기 옹벽의 변형에 반응하도록 그 전면에 다수개의 체결공과 다수개의 연결공을 갖는 고무재 그리드망이 앵커볼트에 의해 설치고정되고, 상기 각 연결공에 단턱과 다수개의 제1 색상띠를 갖는 표시봉이 전면으로 이탈되지 않도록 연결된 반응플레이트;A rubber grid net having a plurality of fastening holes and a plurality of connecting holes on the front surface thereof is fixed by anchor bolts to respond to deformation of the retaining wall, and a display rod having a stepped portion and a plurality of first color bands is formed in each of the connecting holes. A reaction plate connected not to be separated from the front surface;

상기 옹벽의 변형을 인지할 수 있도록 상기 반응플레이트의 전방에 설치되어, 일측면에 다수개의 연결봉이 형성되고, 타측에 다수개의 삽입홈이 형성된 외각 프레임의 내측에 상기 그리드망과 동일한 간격을 갖는 와이어망이 설치되며, 상기 와이어망의 교차부위에 상기 표시봉이 삽입될 수 있도록 기준링이 연결되고, 상기 외각프레임의 하부 일측면에 상기 옹벽과 접촉을 이루는 다수개의 완충구가 부착된 기준플레이트;The wire is installed in front of the reaction plate to recognize the deformation of the retaining wall, a plurality of connecting rods are formed on one side, the wire having the same spacing as the grid network on the inside of the outer frame formed with a plurality of insertion grooves on the other side A reference plate having a net installed thereon, the reference ring being connected to insert the display rod at the intersection of the wire net, and having a plurality of buffer holes attached to the retaining wall on one lower side of the outer frame;

상기 기준플레이트의 상부에 일단이 고정되고, 타단이 상기 경사면에 매설된 중량의 고정블록에 형성된 결합홀에 삽입되어 상기 고정블록과 너트체결되며, 외주면에 다수개의 제2 색상띠가 구비된 다수개의 연결바 및One end is fixed to the upper portion of the reference plate, the other end is inserted into the coupling hole formed in the fixed block of the weight embedded in the inclined surface and the nut is fastened to the fixing block, a plurality of second color bands provided on the outer peripheral surface Connecting bar and

상기 옹벽의 밀림 현상을 인지할 수 있도록 상기 옹벽블록의 상부에 설치되며, 내부에 상방으로 개구된 공간부가 형성되며, 양측에 상기 공간부와 연통되어 상기 연결바가 삽입될 수 있도록 통공이 형성된 표시구를 포함하여 구성된다.The display opening is installed on the retaining wall block to recognize the sliding phenomenon of the retaining wall, the upper space is formed in the upper opening, the display hole formed in the through-hole to communicate with the space portion on both sides to insert the connection bar It is configured to include.

상기 고정블록은 그 내측에 복수개의 투수공이 형성되는 것이 바람직하다.The fixing block is preferably formed with a plurality of perforation holes in the inside.

이하, 첨부된 도면을 참조하면서 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치를 상세히 설명하기로 한다.Hereinafter, a safety diagnosis apparatus for measuring a road retaining wall displacement according to a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치를 나타낸 분해사시도이고, 도 2는 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치를 나타낸 사시도이다.1 is an exploded perspective view showing a safety diagnosis device for the road retaining wall displacement measurement according to a preferred embodiment of the present invention, Figure 2 is a perspective view showing a safety diagnosis device for the road retaining wall displacement measurement according to a preferred embodiment of the present invention.

도 1 및 도 2를 참조하면, 본 발명의 도로 옹벽 변위측정용 안전진단장치(100)는 반응플레이트(110), 기준플레이트(120), 연결바(130) 및 표시구(140)를 포함하여 구성된다.1 and 2, the safety diagnostic apparatus 100 for displacement measurement of the road retaining wall of the present invention includes a reaction plate 110, a reference plate 120, a connecting bar 130 and the indicator sphere 140 It is composed.

이때, 상기 안전진단장치(100)는 경사면(10)에 설치된 옹벽(20)에 설치된다.At this time, the safety diagnosis device 100 is installed on the retaining wall 20 installed on the inclined surface (10).

여기서, 상기 반응플레이트(110)는 상기 옹벽(20)의 변형에 반응할 수 있도록 옹벽(20)의 전면에 설치된다.Here, the reaction plate 110 is installed on the front surface of the retaining wall 20 to react to the deformation of the retaining wall 20.

이때, 상기 반응플레이트(110)는 고무재 그리드망(111)의 내측에 다수개의 체결공(112)과 다수개의 연결공(113)이 일체로 형성된다. 이때, 상기 각 체결공(112)에는 앵커볼트(114)를 삽입하여 그 단부를 옹벽(20)에 고정한다. 이에 따라, 상기 고무재 그리드망(111)은 옹벽(20)에 견고히 설치된다.At this time, the reaction plate 110 is integrally formed with a plurality of fastening holes 112 and a plurality of connection holes 113 inside the rubber grid material 111. At this time, the anchor bolt 114 is inserted into each of the fastening holes 112 to fix an end thereof to the retaining wall 20. Accordingly, the rubber grid net 111 is firmly installed on the retaining wall 20.

또한, 상기 다수개의 연결공(113)에는 표시봉(115)이 전면으로 이탈되지 않도록 연결된다. 이때, 상기 표시봉(115)은 그 일단에 단턱(116)이 형성되고, 외주면에 다수개의 제1 색상띠(117)가 접착제에 의해 부착된다. 여기서, 상기 단턱(116)은 상기 연결공(113)에 걸림을 취하여 표시봉(115)이 이탈되지 않게 된다.In addition, the plurality of connecting holes 113 is connected so that the display rod 115 is not separated to the front. In this case, the display rod 115 has a stepped portion 116 formed at one end thereof, and a plurality of first color strips 117 are attached to the outer circumferential surface by an adhesive. Here, the step 116 is caught by the connection hole 113 so that the display rod 115 is not separated.

한편, 상기 기준플레이트(120)는 상기 옹벽(20)의 변형을 인지할 수 있도록 반응플레이트(110)의 전방에 설치된다.On the other hand, the reference plate 120 is installed in front of the reaction plate 110 to recognize the deformation of the retaining wall (20).

이때, 상기 기준플레이트(120)는 외각프레임(121), 완충구(126)를 포함하여 구성된다.At this time, the reference plate 120 is configured to include an outer frame 121, the buffer 126.

상기 외각프레임(121)은 그 일측면에 다수개의 연결봉(122)가 돌출되게 형성되게, 타측에 상기 다수개의 연결봉(122)와 동일한 개수를 갖는 다수개의 삽입홈(123)이 일체로 형성된다.The outer frame 121 is integrally formed with a plurality of insertion grooves 123 having the same number as the plurality of connecting rods 122 on the other side so that a plurality of connecting rods 122 protrude on one side thereof.

이에 따라, 상기 기준플레이트(120)를 옹벽(20)을 따라 연속반복되게 설치할 경우, 상기 연결봉(122)는 그 인접한 일측에 설치되는 외각프레임(121)의 삽입 홈(123)에 삽입/연결되어 견고한 결합구조를 이루도록 한다.Accordingly, when the reference plate 120 is continuously installed along the retaining wall 20, the connecting rod 122 is inserted / connected to the insertion groove 123 of the outer frame 121 installed at one adjacent side thereof. Make a strong coupling structure.

또한, 상기 외각프레임(121)의 내측에는 상기 그리드망(111)과 동일한 간격을 갖는 와이어망(124)이 설치되며, 상기 와이어망(124)의 교차부위에 기준링(125)이 연결된다. 이때, 상기 기준링(125)의 연결위치는 상기 표시봉(115)의 연결위치와 동일한 위치관계를 갖는다.In addition, a wire net 124 having the same spacing as the grid net 111 is installed inside the outer frame 121, and the reference ring 125 is connected to an intersection of the wire net 124. At this time, the connection position of the reference ring 125 has the same positional relationship with the connection position of the display rod 115.

이에 따라, 상기 표시봉(115)은 그 일단이 상기 기준링(125)에 삽입된다.Accordingly, one end of the display rod 115 is inserted into the reference ring 125.

그리고, 상기 외각프레임(121)의 하부 일측면에는 상기 옹벽(20)과 접촉을 이루는 다수개의 완충구(126)가 부착된다.In addition, a plurality of buffer holes 126 making contact with the retaining wall 20 is attached to one lower surface of the outer frame 121.

이때, 상기 완충구(126)는 탄성력을 갖는 탄성부재로 이루어지는 것이 바람직하다.At this time, the buffer 126 is preferably made of an elastic member having an elastic force.

한편, 상기 연결바(130)는 상기 옹벽(20)의 밀림현상을 표시할 수 있도록 그 일단이 상기 기준플레이트(120)의 상부에 용접에 의해 고정되고, 타단이 상기 경사면(10)에 매설된 중량의 고정블록(131)에 형성된 결합홀(132)에 삽입된다. 이때, 상기 연결바(130)는 그 타단 외주면에 볼트부(133)가 형성되어 상기 고정블록(131)과 너트(134)에 의해 체결된다.On the other hand, the connecting bar 130 is fixed to the upper end of the reference plate 120 by welding so as to display the sliding phenomenon of the retaining wall 20, the other end is embedded in the inclined surface (10) It is inserted into the coupling hole 132 formed in the fixed block 131 of the weight. At this time, the connection bar 130 is formed with a bolt portion 133 on the outer peripheral surface of the other end is fastened by the fixing block 131 and the nut 134.

또한, 상기 연결바(130)의 외주면에는 다수개의 제2 색상띠(135)가 접착제에 의해 부착된다.In addition, a plurality of second color strips 135 are attached to the outer circumferential surface of the connection bar 130 by an adhesive.

이때, 상기 제1 색상띠(117)와 제2 색상띠(135)는 위험 수위를 표시할 수 있도록 안전을 나타내는 녹색, 주의를 나타내는 노랑, 위험을 나타내는 빨강으로 이루어지는 것이 바람직하다.In this case, the first color band 117 and the second color band 135 is preferably made of green indicating safety, yellow indicating caution, and red indicating danger so as to indicate the danger level.

그리고, 상기 고정블록(131)은 그 내측에 복수개의 투수공(136)이 형성된다. 이에 따라, 상기 고정블록(131)은 경사면(10)에 매설시 상기 투수공(136)에 경사면(10)의 토사가 유입되어 경사면(10)에 대해 더욱 견고한 지지력을 갖게 된다.The fixing block 131 has a plurality of permeable holes 136 formed therein. Accordingly, when the fixing block 131 is embedded in the inclined surface 10, the soil of the inclined surface 10 flows into the permeable hole 136 to have a more firm supporting force with respect to the inclined surface 10.

또한, 상기 표시구(140)는 상기 옹벽(20)의 밀림 현상을 인지할 수 있도록 상기 옹벽(20)의 상부에 설치된다.In addition, the indicator sphere 140 is installed on the retaining wall 20 so as to recognize the sliding phenomenon of the retaining wall 20.

이때, 상기 표시구(140)는 그 내부에 상방으로 개구된 공간부(145)가 형성되며, 양측에 상기 공간부(145)와 연통되어 상기 연결바(130)가 삽입될 수 있도록 통공(147)이 형성된다.At this time, the display sphere 140 has a space portion 145 which is opened upwardly therein, and communicates with the space portion 145 on both sides so as to allow the connection bar 130 to be inserted therethrough 147. ) Is formed.

또한, 상기 표시구(140)의 양단에는 결합공(143)을 갖는 설치플레이트(141)가 돌출형성된다. 이에 따라, 상기 설치플레이트(141)에 앵커볼트(114)를 삽입하여 앵커볼트(114)의 단부를 옹벽(20)의 상부에 체결함으로써, 상기 표시구(140)는 옹벽(20)에 견고한 결합관계를 갖게 된다.In addition, the mounting plate 141 having a coupling hole 143 is protruded at both ends of the display sphere 140. Accordingly, by inserting the anchor bolt 114 to the installation plate 141 to fasten the end of the anchor bolt 114 to the top of the retaining wall 20, the indicator sphere 140 is firmly coupled to the retaining wall 20 You have a relationship.

삭제delete

이에 상기와 같은 결합구성으로 이루어진 도로 옹벽변위 측정용 안전진단장치는 옹벽의 전면에 옹벽의 변형이나 전도를 육안으로 확인할 수 있는 안전진단장치를 설치함으로써, 옹벽의 상태를 용이하게 파악하여 이에 따른 필요한 반응대처를 신속히 취할 수 있도록 한 것으로, 이에 따른 작용효과를 살펴보기로 한다.Thus, the safety diagnosis device for measuring the displacement of the road retaining wall, which is configured as described above, is installed on the front of the retaining wall so that the safety diagnosis device can be visually checked for deformation or conduction of the retaining wall. The response to the reaction is to be taken promptly, and the effects will be discussed.

도 3은 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장 치의 설치상태를 나타낸 요부측단면도이고, 도 4는 본 발명의 바람직한 실시예에 따른 도로 옹벽 변위측정용 안전진단장치의 설치상태를 나타낸 정면도이다.Figure 3 is a main sectional side view showing the installation state of the safety diagnostic device for road retaining wall displacement measurement according to a preferred embodiment of the present invention, Figure 4 is the installation of the safety diagnostic device for road retaining wall displacement measurement according to a preferred embodiment of the present invention It is the front view which showed the state.

도 3 및 도 4를 참조하면, 먼저, 상기 옹벽(20)의 배불림 현상이나 크랙이 발생하여 떨어질 경우, 배불림 현상이나 크랙이 발생하여 돌출된 부위에 위치한 표시봉(115)은 고무재 그리드망(111)의 탄성력에 의해 변형이 발생한 폭만큼 전방으로 돌출되며, 이에 따라 상기 표시봉(115)은 기준링(125)의 전방측으로 돌출된다. Referring to FIGS. 3 and 4, first, when a filling phenomenon or a crack of the retaining wall 20 occurs and falls, the display rod 115 located at a portion where the filling phenomenon or crack occurs and protrudes is a rubber material grid. The display rod 115 protrudes forward by the width of the deformation generated by the elastic force of the network 111, and thus the display rod 115 protrudes toward the front side of the reference ring 125.

이때, 상기 표시봉(115)의 외주면에 부착된 제1 색상띠(117)는 초기에는 녹색이 기준링(125)에 위치되었으나, 상기 표시봉(115)이 돌출됨과 함께 그 돌출 정도에 따라 주의를 나타내는 노랑 및 경고를 나타내는 빨강부위가 위치된다.At this time, the first color strip 117 attached to the outer circumferential surface of the display rod 115 was initially located in the reference ring 125, but the display rod 115 is protruded and the caution is given according to the degree of protruding. Yellow indicates and red indicates a warning.

이에 따라, 관리자는 상기 표시봉(115)이 상기 기준링(125)에 대해 돌출된 폭 및 상기 기준링(125)에 위치한 제1 색상띠(117)의 색상을 통해 옹벽의 안전상태를 확인할 수 있게 된다.Accordingly, the manager may check the safety state of the retaining wall through the width of the display rod 115 protruding from the reference ring 125 and the color of the first color band 117 located at the reference ring 125. Will be.

또한, 상기 옹벽(20)이 경사면(10)의 토압에 의해 밀림이 발생할 경우, 상기 표시구(140)는 상기 밀리는 옹벽(20)과 함께 이동한다.In addition, when the retaining wall 20 is pushed due to the earth pressure of the inclined surface 10, the indicator sphere 140 moves with the retaining wall 20.

이때, 상기 표시구(140)의 공간부(145)에 위치하는 제2 색상띠(135)는 초기에는 녹색이 위치되었으나, 상기 옹벽(20)의 밀림 정도에 따라 주의를 나타내는 노랑 및 경고를 나타내는 빨강부위가 위치된다.In this case, although the green color is initially located in the second color band 135 located in the space portion 145 of the display sphere 140, yellow and warning indicating caution depending on the degree of sliding of the retaining wall 20 are indicated. The red part is located.

이에 따라, 관리자는 상기 공간부(145)에 위치한 제2 색상띠(135)의 색상을 통해 옹벽의 밀림현상에 대한 안전상태를 확인할 수 있게 된다.Accordingly, the manager can check the safety state of the retaining wall through the color of the second color band 135 located in the space 145.

따라서, 본 발명의 도로 옹벽 변위측정용 안전진단장치(100)는 옹벽(20)의 배불림현상 및 옹벽(20)의 밀림현상을 관리자가 용이하게 확인할 수 있도록 함으로써, 이에 따른 옹벽붕괴사고를 미연에 방지할 수 있도록 한다.Accordingly, the safety diagnosis device 100 for displacement measurement of the road retaining wall according to the present invention enables the administrator to easily check the filling phenomenon of the retaining wall 20 and the rolling phenomenon of the retaining wall 20, thereby preventing the retaining wall collapse accident accordingly. To prevent it.

본 발명에 따르면, 옹벽의 전면에 옹벽의 변형이나 전도를 육안으로 확인할 수 있는 안전진단장치를 설치함으로써, 옹벽의 상태를 용이하게 파악하여 이에 따른 필요한 반응대처를 신속히 취할 수 있는 효과가 있다.According to the present invention, by installing a safety diagnosis device that can visually check the deformation and conduction of the retaining wall on the front surface of the retaining wall, it is possible to easily grasp the state of the retaining wall and to quickly take the necessary countermeasures accordingly.

Claims (2)

경사면의 토사가 유실되는 것을 방지할 수 있도록 절개지의 경사면에 설치되는 옹벽에 있어서,In the retaining wall provided on the inclined surface of the incision to prevent the loss of soil on the inclined surface, 상기 옹벽(20)의 변형에 반응하도록 그 전면에 다수개의 체결공(112)과 다수개의 연결공(113)을 갖는 고무재 그리드망(111)이 앵커볼트(114)에 의해 설치고정되고, 상기 각 연결공(113)에 단턱(116)과 다수개의 제1 색상띠(117)를 갖는 표시봉(115)이 전면으로 이탈되지 않도록 연결된 반응플레이트(110);The rubber grid net 111 having a plurality of fastening holes 112 and a plurality of connecting holes 113 in front of the retaining wall 20 to respond to the deformation of the retaining wall 20 is installed and fixed by the anchor bolt 114, A reaction plate 110 connected to each connecting hole 113 such that the display rod 115 having the step 116 and the plurality of first color bands 117 is not separated from the front surface; 상기 옹벽(20)의 변형을 인지할 수 있도록 상기 반응플레이트(110)의 전방에 설치되어, 일측면에 다수개의 연결봉(122)이 형성되고, 타측에 다수개의 삽입홈(123)이 형성된 외각프레임(121)의 내측에 상기 그리드망(111)과 동일한 간격을 갖는 와이어망(124)이 설치되며, 상기 와이어망(124)의 교차부위에 상기 표시봉(115)이 삽입될 수 있도록 기준링(125)이 연결되고, 상기 외각프레임(121)의 하부 일측면에 상기 옹벽(20)과 접촉을 이루는 다수개의 완충구(126)가 부착된 기준플레이트(120);It is installed in front of the reaction plate 110 to recognize the deformation of the retaining wall 20, a plurality of connecting rods 122 is formed on one side, the outer frame formed with a plurality of insertion grooves 123 on the other side A wire net 124 having the same spacing as the grid net 111 is installed inside the 121 and a reference ring to insert the display rod 115 at an intersection of the wire net 124. A reference plate 120 to which a plurality of buffer openings 126 are connected to each other and to which the retaining wall 20 comes into contact with one side of the outer frame 121; 상기 기준플레이트(120)의 상부에 일단이 고정되고, 타단이 상기 경사면(10)에 매설된 중량의 고정블록(131)에 형성된 결합홀(132)에 삽입되어 상기 고정블록(131)과 너트(134)체결되며, 외주면에 다수개의 제2 색상띠(135)가 구비된 다수개의 연결바(130) 및One end is fixed to the upper portion of the reference plate 120, the other end is inserted into the coupling hole 132 formed in the fixed block 131 of the weight embedded in the inclined surface 10, the fixing block 131 and the nut ( 134) fastened, a plurality of connecting bars 130 are provided with a plurality of second color band 135 on the outer peripheral surface and 상기 옹벽(20)의 밀림 현상을 인지할 수 있도록 상기 옹벽(20)의 상부에 설 치되며, 내부에 상방으로 개구된 공간부(145)가 형성되며, 양측에 상기 공간부(145)와 연통되어 상기 연결바(130)가 삽입될 수 있도록 통공(147)이 형성된 표시구(140)를 포함하여 구성됨을 특징으로 하는 도로 옹벽변위 측정용 안전진단장치.The upper portion of the retaining wall 20 is installed so that the sliding phenomenon of the retaining wall 20 can be recognized, and an upper portion of the retaining wall 20 is formed therein and communicates with the space portion 145 on both sides. Safety indicator for road retaining wall displacement measurement characterized in that it comprises a display port 140 formed with a through hole 147 so that the connection bar 130 can be inserted. 제 1항에 있어서,The method of claim 1, 상기 고정블록(131)은 그 내측에 복수개의 투수공(136)이 형성됨을 특징으로 하는 도로 옹벽변위 측정용 안전진단장치.The fixing block (131) is a safety diagnostic device for road retaining wall displacement measurement, characterized in that a plurality of perforation holes (136) are formed therein.
KR1020070018866A 2007-02-26 2007-02-26 A safe diagnosis device according to the cause for retaining wall displacement measurement KR100749329B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020070018866A KR100749329B1 (en) 2007-02-26 2007-02-26 A safe diagnosis device according to the cause for retaining wall displacement measurement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020070018866A KR100749329B1 (en) 2007-02-26 2007-02-26 A safe diagnosis device according to the cause for retaining wall displacement measurement

Publications (1)

Publication Number Publication Date
KR100749329B1 true KR100749329B1 (en) 2007-08-14

Family

ID=38602889

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020070018866A KR100749329B1 (en) 2007-02-26 2007-02-26 A safe diagnosis device according to the cause for retaining wall displacement measurement

Country Status (1)

Country Link
KR (1) KR100749329B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100786214B1 (en) 2007-08-28 2007-12-17 (주)다음기술단 Retaining wall including wireless measurement instrument for safety diagnosis
KR101187698B1 (en) 2009-10-30 2012-10-04 (주)성안기술단 A safe diagnosis device according to the cause for retaining wall displacement measurement
KR101842084B1 (en) * 2017-10-19 2018-03-26 박정룡 structure of retaining wall
CN114062124A (en) * 2021-10-25 2022-02-18 长沙理工大学 Distributed soil pressure measuring instrument suitable for laboratory under low-medium stress condition

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100351745B1 (en) 2001-08-27 2002-09-05 Gmg Co Ltd Method and device for sensing collapse of slope
KR100667580B1 (en) 2006-09-15 2007-01-11 주식회사 한국종합기술 Measure apparatus for safety check-up of slope surface
KR100673548B1 (en) 2006-07-24 2007-01-24 케이에스엠기술 주식회사 Verticality measure apparatus of pier for bridge

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100351745B1 (en) 2001-08-27 2002-09-05 Gmg Co Ltd Method and device for sensing collapse of slope
KR100673548B1 (en) 2006-07-24 2007-01-24 케이에스엠기술 주식회사 Verticality measure apparatus of pier for bridge
KR100667580B1 (en) 2006-09-15 2007-01-11 주식회사 한국종합기술 Measure apparatus for safety check-up of slope surface

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100786214B1 (en) 2007-08-28 2007-12-17 (주)다음기술단 Retaining wall including wireless measurement instrument for safety diagnosis
KR101187698B1 (en) 2009-10-30 2012-10-04 (주)성안기술단 A safe diagnosis device according to the cause for retaining wall displacement measurement
KR101842084B1 (en) * 2017-10-19 2018-03-26 박정룡 structure of retaining wall
CN114062124A (en) * 2021-10-25 2022-02-18 长沙理工大学 Distributed soil pressure measuring instrument suitable for laboratory under low-medium stress condition
CN114062124B (en) * 2021-10-25 2023-12-08 长沙理工大学 Distributed soil pressure measuring instrument suitable for laboratory under low-stress condition

Similar Documents

Publication Publication Date Title
JP5785258B2 (en) Root reinforcement
KR100749329B1 (en) A safe diagnosis device according to the cause for retaining wall displacement measurement
WO2012059766A1 (en) Bollard mounting
JP6172825B1 (en) Slope stabilization method, slope stabilization structure, soil structure management method, and soil structure management system
KR20120037553A (en) System for monitoring wire strand using usn
JP5369027B2 (en) Safety evaluation method for earth retaining structures
KR100743424B1 (en) Breast wall of road
KR100812389B1 (en) Measurement method for observation of landslide
KR100593184B1 (en) A measuring installation for safety diagnosis of a breast wall
ITBO20080367A1 (en) METHOD FOR THE CONSOLIDATION OF LAND IN DANGER OF FRANA AND PLANT TO IMPLEMENT THIS METHOD
US20110052333A1 (en) Wire facing unit for retaining walls with strut attachment locator
KR100519072B1 (en) A measuring apparatus of a retaining wall structures for safety diagnostic
KR100665022B1 (en) The breast wall-block and connecting instrument
US20090080983A1 (en) Methods and devices for ground stabilization
KR101668944B1 (en) Slope stability assessment method with anchor
JP4182130B2 (en) Manhole levitation prevention structure and manhole levitation prevention method
KR100698540B1 (en) The settlement measurement reinforcement system that use settlement measuring device
KR100715274B1 (en) Measure apparatus for safety diagnosis of fill layer slope
KR101677693B1 (en) A load management system including a compression type individual fixing anchor provided with a support plate
JP4866264B2 (en) Underground box
KR101187698B1 (en) A safe diagnosis device according to the cause for retaining wall displacement measurement
JP2002047650A (en) Set anchor body and executing method therefor
KR20120056943A (en) A Fence For Preventing Rock-Falling And Method For It
KR101390171B1 (en) debris barrier using strain gauge, maintenance managing system of debris barrier using strain gauge and maintenance managing method using this system
JP3206884U (en) Seawall foundation block

Legal Events

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

Payment date: 20120619

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20130829

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20140722

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20150615

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20160613

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20170607

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20180605

Year of fee payment: 12