KR100671819B1 - Sensor line of guard base for bridge - Google Patents

Sensor line of guard base for bridge Download PDF

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Publication number
KR100671819B1
KR100671819B1 KR1020060094803A KR20060094803A KR100671819B1 KR 100671819 B1 KR100671819 B1 KR 100671819B1 KR 1020060094803 A KR1020060094803 A KR 1020060094803A KR 20060094803 A KR20060094803 A KR 20060094803A KR 100671819 B1 KR100671819 B1 KR 100671819B1
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South Korea
Prior art keywords
plate portion
cover
sensor line
plate
inclined plate
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KR1020060094803A
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Korean (ko)
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김수보
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주식회사동일기술공사
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/01—Devices or auxiliary means for setting-out or checking the configuration of new surfacing, e.g. templates, screed or reference line supports; Applications of apparatus for measuring, indicating, or recording the surface configuration of existing surfacing, e.g. profilographs
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/07—Apparatus combining measurement of the surface configuration of paving with application of material in proportion to the measured irregularities
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F11/00—Road engineering aspects of Embedding pads or other sensitive devices in paving or other road surfaces, e.g. traffic detectors, vehicle-operated pressure-sensitive actuators, devices for monitoring atmospheric or road conditions

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

An installation structure of a sensor line for paving a bridge is provided to reduce construction period, and to cut down expenses by measuring one time and pouring asphalt concrete in multiple steps. An installation structure of a sensor line includes a cover(30) installed in a protection wall(20') or a median strip and provided with a horizontal plate(32) integrally bent at 90 angular degrees in an upper part of a vertical plate(31), an inclined plate(33) integrally bent and inclined to the horizontal plate and plural rows of assembling holes(34) arranged in the inclined plate, an assembling unit(40) combined with a bolt hole(46) of a rectangular plate(45) through the assembling hole of the inclined plate and provided with a T-shaped bolt part(41), and plural sensors(50) connected by a connecting wire(51) and exposed through the lowest assembling hole of the inclined part of the cover. Asphalt concrete is poured primarily on a slab at the protection wall, and poured secondarily on the slab at the median strip. Appearance is improved by integrating a joint with a line marking center in constructing a surface layer.

Description

교면 포장용 센서라인 설치구조{SENSOR LINE OF GUARD BASE FOR BRIDGE}SENSOR LINE OF GUARD BASE FOR BRIDGE}

도 1은 종래 교면 포장을 나타내는 도면,1 is a view showing a conventional cross-section pavement,

도 2는 본 발명 교면 포장을 위한 센서라인이 설치된 단면도,Figure 2 is a cross-sectional view of the sensor line is installed for the present invention cross packaging;

도 3은 본 발명 교면 포장을 위해 방호벽에 센서라인을 설치하기 위한 분해 사시도.Figure 3 is an exploded perspective view for installing the sensor line on the security barrier for the present invention packaging pavement.

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

B : 교량 10: 상판 슬랩B: bridge 10: top slab

11: 표층 1단 12: 표층 2단11: surface 1 stage 12: surface 2 stage

13: 시공 이음부 20: 중앙 분리대13: construction seam 20: central separator

20': 방호벽 30: 덮개20 ': Firewall 30: Cover

31: 수직판부 32: 수평판부31: vertical plate portion 32: horizontal plate portion

33: 경사판부 34: 체결공33: inclined plate 34: fastening hole

40: 체결구 41: 볼트부40: fastener 41: bolt portion

45: 사각판 46: 볼트홀45: square plate 46: bolt hole

본 발명은 교면 포장시 아스콘 포장의 효율을 향상시킬 수 있도록 구성되는 교면 포장용 센서라인 설치구조에 관한 것이다.The present invention relates to a sensor line installation structure for cross-section packaging configured to improve the efficiency of the asphalt concrete paving.

일반적으로 교면 포장시 보통 1회에 4CM의 두께로 포설하게 되고, 포설시마다 측량을 실시한 연후에 다짐장비를 통해 다짐작업을 실시하게 된다.In general, when the bridge is paved, it is usually laid at a thickness of 4CM at a time, and after the survey is performed every time, the compaction equipment is carried out through compaction equipment.

즉, 교면 포장 두께를 8CM 포설시 측량을 2회 실시하고 1회 포설두께가 4CM가 된다.That is, the cross-section paving thickness is measured twice when laying 8CM, and the laying thickness is 4CM once.

교량(B)의 상판 슬랩(1)의 중앙과 좌,우측에는 각각 중앙분리대(2)와 방호벽(3)이 시공되고 상판 슬랩(1)의 중앙에는 길이방향을 따라 다수개의 원형콘크리트 지주(4)가 설치되며, 원형콘크리트 지주(4)를 기준으로 하여 다층으로 아스콘이 포장된다.In the center, left and right sides of the upper slab 1 of the bridge B, a central separator 2 and a protective wall 3 are respectively installed, and in the center of the upper slab 1, a plurality of circular concrete struts 4 along the longitudinal direction are provided. ) Is installed, and the asphalt concrete is packed in a multi-layer on the basis of the circular concrete support (4).

이때 센서라인이 방호벽(3) 또는 중앙 분리대(2)에 접착 테이프를 통해 부착되어 사용되기도 한다.In this case, the sensor line may be attached to the protective wall 3 or the central separator 2 through an adhesive tape.

상술한 방식에 의해 포장을 실시하는 경우 측량을 다수 실시하여야 하는 번거로움이 있고, 다짐 장비는 이러한 측량에 소요되는 시간동안 대기하여야 하는 문제점이 있다.When the packaging is carried out by the above-described method, there is a problem in that a number of surveys must be performed, and the compaction equipment has a problem of waiting for a time required for such surveying.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 그 주된 목적으로는 1회 측량으로 아스콘을 다단으로 포설할 수 있어 측량에 소용되는 시간을 절감할 수 있고 센서라인의 철거 및 재설치에 소용되는 비용을 절감할 수 있으며, 측량 후 곧 바로 작업을 실시할 수 있게 되므로 다짐장비의 효율을 극대화할 수 있는 교면 포장용 센서라인 설치구조를 제공하는 데 있다.The present invention is to solve the problems as described above, the main purpose can be laid in multiple stages of ascon in a single measurement can reduce the time used for surveying and the cost of dismantling and reinstalling the sensor line It is possible to reduce the cost, and to be able to perform the work immediately after the survey, to provide a cross-section packaging sensor line installation structure that can maximize the efficiency of compaction equipment.

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

상판 슬랩의 중간 및 좌,우측에 각각 중앙 분리대와 방호벽이 시공되고 상판 슬랩에 다단으로 아스콘이 포장된 교량에 있어서, In the bridge where the center separator and the protection wall are constructed in the middle, the left and the right side of the upper slab, and the ascon is packed in multiple stages on the upper slab,

일측 방호벽 또는 중앙 분리대에 설치되되, 수직판부 상면에 90°각도로 절곡된 수평판부가 일체 형성되고 수직판부가 형성된 대향의 수평판부에 경사지게 절곡된 경사판부가 일체 형성되며, 경사판부에 가로 및 세로 방향으로 정렬되어 다수열로 체결공이 관통된 덮개와; It is installed on one side wall or a central separator, the horizontal plate portion bent at an angle of 90 ° is formed integrally on the upper surface of the vertical plate portion, and the inclined plate portion bent to be inclined is formed integrally on the opposite horizontal plate portion formed with the vertical plate portion, horizontal and vertical direction Covered with fastening holes are arranged in a plurality of rows through;

덮개의 경사판부에 형성된 상부 체결공을 관통하여 사각판의 볼트홀에 체결되되, T자 형태로 볼트부가 형성된 체결구와; A fastener formed through the upper fastening hole formed in the inclined plate portion of the cover and fastened to the bolt hole of the square plate, the bolt portion having a T shape;

덮개의 경사판부에 형성된 최하부 체결공을 관통하여 전방이 노출되도록 결합되되, 후방에 연결선으로 다수개가 연결된 센서;로 이루어진다.It is coupled to pass through the lowermost fastening hole formed in the inclined plate portion of the cover, the sensor is coupled to a plurality of connected lines in the rear;

이하 첨부된 도면을 참조하여 본 발명의 구성과 일실시예를 구체적으로 설명하면 다음과 같다.Hereinafter, a configuration and an embodiment of the present invention will be described in detail with reference to the accompanying drawings.

도 2는 본 발명 교면 포장을 위한 센서라인이 설치된 단면도이고, 도 3은 본 발명 교면 포장을 위해 방호벽에 센서라인을 설치하기 위한 분해 사시도이다.Figure 2 is a cross-sectional view of the sensor line for installing the present invention cross-section packaging, Figure 3 is an exploded perspective view for installing the sensor line on the protective wall for the present invention cross-section packaging.

교량(B)의 상판 슬랩(10)의 폭 방향 중앙 및 좌,우측에 각각 중앙 분리대(20)와 방호벽(20')이 시공되고 일측 방호벽(20') 또는 중앙 분리대(20)에 덮개(30)가 설치되되, 덮개(30)는 판재로 제작된 수직판부(31) 상면에 90°각도로 절 곡된 수평판부(32)가 일체 형성되고 수직판부(31)가 형성된 대향의 수평판부(32)에 경사지게 절곡된 경사판부(33)가 일체 형성되며, 경사판부(33)에 가로 및 세로 방향으로 정렬되어 다수열로 체결공(34)이 관통되어 형성된다.A central separator 20 and a barrier wall 20 'are installed at the center, left and right sides of the upper slab 10 of the bridge B in the width direction, respectively, and the cover 30 is disposed at one side wall 20' or the center separator 20. ) Is installed, but the cover 30 is formed on the upper surface of the vertical plate portion 31 made of plate material, the horizontal plate portion 32 bent at an angle of 90 ° is integrally formed and the opposite horizontal plate portion 32 on which the vertical plate portion 31 is formed. The inclined plate portion bent obliquely to 33 is formed integrally, the fastening hole 34 is formed in a plurality of rows are aligned in the horizontal and vertical direction to the inclined plate portion 33.

상기 덮개(30)는 판재로 중앙 분리대(20) 또는 방호벽(20')에 걸이식으로 걸려지게 되되, 간격은 6M 각격으로 설치된다.The cover 30 is hooked to the central separator 20 or the protective wall (20 ') by a plate, but the interval is installed at 6M intervals.

한편, 상기 덮개(30)의 경사판부(33)에 형성된 상부 체결공(34)을 관통하여 사각판(45)의 볼트홀(46)에 체결되는 체결구(40)는 T자 형태의 봉(ROD)으로 제작되고, 체결공(34)을 관통하는 봉 끝에 볼트부(41)가 형성되어 사각판(45)과 체결된다.On the other hand, the fastener 40 is fastened to the bolt hole 46 of the rectangular plate 45 through the upper fastening hole 34 formed in the inclined plate portion 33 of the cover 30 is a T-shaped rod ( ROD), and a bolt portion 41 is formed at the end of the rod passing through the fastening hole 34 to be fastened to the square plate 45.

이때 상기 체결구(40)와 체결된 사각판(45)이 중앙 분리대(20) 또는 방호벽(20')에 측벽에 밀착되어 덮개(30)의 유동을 방지하게 된다.At this time, the square plate 45 fastened to the fastener 40 is in close contact with the side wall to the central separator 20 or the protective wall 20 'to prevent the flow of the cover 30.

또한, 상기 덮개(30)의 경사판부(33)에 형성된 최하부 체결공(34)을 관통하여 전방이 노출되도록 결합되는 센서(50)는 동일높이에 형성된 체결공(34)에 관통되어 설치되고 후방에 연결선(51)으로 다수개가 연결되게 되어 센서라인이 형성되게 된다.In addition, the sensor 50 coupled to pass through the lowermost fastening hole 34 formed in the inclined plate portion 33 of the cover 30 to expose the front is installed through the fastening hole 34 formed at the same height and is rearward. A plurality of the connection line 51 is connected to the sensor line is formed.

이와 같이 센서(50)를 이용하여 상판 슬랩(10)에 아스콘을 포장하는 실시예를 설명한다.As described above, an embodiment in which the asphalt concrete is packaged on the upper slab 10 using the sensor 50 will be described.

상판 슬랩(10)에는 아스콘을 포장한 표층 1단(11)이 시공되고 표층 1단(11)의 포설은 2회로 나누어 포설하되, 노격측부터 1차 포설하게 된다.The top slab 10 is constructed with a surface layer 1 stage 11 packed with ascon, and the surface layer 1 stage 11 is laid two times, but laid first from the exposed side.

즉, 방호벽(20')이 위치된 측부터 1차 포설한 뒤 중앙 분리대(20)이 위치된 측을 2차 포설하는 방식으로 표층 1단(11)을 시공하게 된다.That is, the surface layer 1 end 11 is constructed in such a manner that the primary wall is first installed from the side where the protection wall 20 'is positioned and then the secondary side is installed on the side where the central separator 20 is located.

표층 2단(12) 포설은 교량 구간의 라인 마킹 중심위치에 시공 이음부(13)를 일치시켜 시공 이음에 취약한 부분이 추월로 또는 주행로에 두지 않음으로 주행성 및 미관을 확보할 수 있도록 아스콘을 포설하게 된다.The installation of the surface two-stage (12) coincides with the construction joints (13) at the center of the line marking of the bridge section, so that the ascons can be secured to secure driving ability and aesthetics by not placing parts vulnerable to construction joints on the overpass or on the road. Will be laid.

즉, 표층 2단(12) 포설은 표층 1단(11)과 같은 방식으로 노견측부터 1차 포설하게 된다. In other words, the surface layer 2 stage 12 is installed in the same manner as the surface layer 1 stage 11 from the ground side.

그리고, 본 발명은 첨부된 도면 및 구체적인 실시 예와 관련하여 설명하였지만, 본 발명은 이에 의하여 특별히 제한되는 것은 아니며 본 발명의 기술적 사상의 범위 내에서 당해 분야의 당업자에 의하여 다양한 변형이 이루어질 수 있다.In addition, although the present invention has been described with reference to the accompanying drawings and specific embodiments, the present invention is not particularly limited thereto and various modifications may be made by those skilled in the art within the scope of the technical idea of the present invention.

이상에서와 같이 본 발명은 1회 측량으로 아스콘을 다단으로 포설할 수 있어 측량에 소용되는 시간을 절감할 수 있고 센서라인의 철거 및 재설치에 소용되는 비용을 절감할 수 있으며, 측량 후 곧 바로 작업을 실시할 수 있게 되므로 다짐장비의 효율을 극대화할 수 있는 효과가 있다.As described above, the present invention can install ascon in multiple stages in a single survey, thereby reducing the time used for surveying and reducing the cost of dismantling and reinstalling sensor lines, and working immediately after surveying. Since it can be carried out there is an effect that can maximize the efficiency of the compaction equipment.

Claims (1)

상판 슬랩의 중간 및 좌,우측에 각각 중앙 분리대와 방호벽이 시공되고 상판 슬랩에 다단으로 아스콘이 포장된 교량에 있어서, In the bridge where the center separator and the protection wall are constructed in the middle, the left and the right side of the upper slab, and the ascon is packed in multiple stages on the upper slab, 일측 방호벽(20') 또는 중앙 분리대(20)에 설치되되, 수직판부(31) 상면에 90°각도로 절곡된 수평판부(32)가 일체 형성되고 수직판부(31)가 형성된 대향의 수평판부(32)에 경사지게 절곡된 경사판부(33)가 일체 형성되며, 경사판부(33)에 가로 및 세로 방향으로 정렬되어 다수열로 체결공(34)이 관통된 덮개(30)와; It is installed on one side wall (20 ') or the center separator 20, the horizontal plate portion 32 bent at an angle of 90 ° on the upper surface of the vertical plate portion 31 is integrally formed and the opposite horizontal plate portion formed with the vertical plate portion 31 ( An inclined plate portion 33 bent to be inclined at 32, integrally formed in the inclined plate portion 33 in a horizontal and vertical direction, and a cover 30 through which the fastening holes 34 pass in a plurality of rows; 덮개(30)의 경사판부(33)에 형성된 상부 체결공(34)을 관통하여 사각판(45)의 볼트홀(46)에 체결되되, T자 형태로 볼트부(41)가 형성된 체결구(40)와; Fasteners formed through the upper fastening hole 34 formed in the inclined plate portion 33 of the cover 30 and fastened to the bolt hole 46 of the square plate 45, the bolt portion 41 is formed in the T-shape ( 40); 덮개(30)의 경사판부(33)에 형성된 최하부 체결공(34)을 관통하여 전방이 노출되도록 결합되되, 후방에 연결선(51)으로 다수개가 연결된 센서(50);로 구성되는 교면 포장용 센서라인 설치구조.Cross-section packaging sensor line consisting of; sensor 50 is coupled to the front through the lowermost fastening hole 34 formed in the inclined plate portion 33 of the cover 30, the plurality of connected to the connecting line 51 in the rear; Installation structure.
KR1020060094803A 2006-09-28 2006-09-28 Sensor line of guard base for bridge KR100671819B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105113401A (en) * 2015-09-02 2015-12-02 武汉市市政建设集团有限公司 Device for measuring and controlling asphalt paved on bridge floor

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01271504A (en) * 1988-04-22 1989-10-30 Tokyo Keiki Co Ltd Pavement thickness measuring device
JPH02136405A (en) * 1988-11-15 1990-05-25 Sumitomo Heavy Ind Ltd Detector of pavement thickness
JPH07127017A (en) * 1991-11-15 1995-05-16 Moba Electronic G Fuer Mobil Automation Mbh Ultrasonic sensor controller for road-finisher
KR200269453Y1 (en) 2001-12-06 2002-03-23 주식회사 다우컨설턴트 Rainwater cover structure for guard wall joint of bridge

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01271504A (en) * 1988-04-22 1989-10-30 Tokyo Keiki Co Ltd Pavement thickness measuring device
JPH02136405A (en) * 1988-11-15 1990-05-25 Sumitomo Heavy Ind Ltd Detector of pavement thickness
JPH07127017A (en) * 1991-11-15 1995-05-16 Moba Electronic G Fuer Mobil Automation Mbh Ultrasonic sensor controller for road-finisher
KR200269453Y1 (en) 2001-12-06 2002-03-23 주식회사 다우컨설턴트 Rainwater cover structure for guard wall joint of bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105113401A (en) * 2015-09-02 2015-12-02 武汉市市政建设集团有限公司 Device for measuring and controlling asphalt paved on bridge floor

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