KR200330361Y1 - Height pulling up block structure of side walk for bridge - Google Patents
Height pulling up block structure of side walk for bridge Download PDFInfo
- Publication number
- KR200330361Y1 KR200330361Y1 KR20-2003-0021717U KR20030021717U KR200330361Y1 KR 200330361 Y1 KR200330361 Y1 KR 200330361Y1 KR 20030021717 U KR20030021717 U KR 20030021717U KR 200330361 Y1 KR200330361 Y1 KR 200330361Y1
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- KR
- South Korea
- Prior art keywords
- bridge
- sidewalk
- block
- height
- concrete
- Prior art date
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- 238000009434 installation Methods 0.000 claims abstract description 4
- 239000004575 stone Substances 0.000 claims description 4
- 238000007730 finishing process Methods 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
Classifications
-
- 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
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
본 고안은 교량 상부 보도의 배수처리용 높이인상 받침블록에 관한 것으로서, 더욱 상세하게는 교량 상판 보도부의 하부에 받침 블록을 설치하고, 그 받침 블록의 상부에 와이어 메쉬를 깔고 콘크리트를 타설하여 보도부의 높이를 인상하기 위한 교량 보도부의 배수처리용 높이인상 받침블록 설치구조에 관한 것이다.The present invention relates to a height raising support block for drainage treatment of a bridge upper sidewalk, and more specifically, a support block is installed at a lower portion of the bridge top sidewalk, wire mesh is laid on top of the support block, and concrete is poured to cover the sidewalk. The present invention relates to a height raising support block installation structure for drainage treatment of a bridge sidewalk for raising a height.
본 고안은, 교량의 교량 상판 보도부에 있어서, 상기 보도부 바닥면에는, 다수개의 받침 블록에 블록 체결틀이 삽입되어 길이방향으로 연장설치되고, 그 받침 블록의 상부에 와이어 메쉬가 안착된 후 콘크리트를 타설하여 보도부의 높이를 인상할 수 있는 한편, 상기 콘크리트층에는 상부에 칼라 아스콘 포장층을 형성하여 보도부의 높이를 인상하여 배수처리를 돕도록 마감하여 보도부가 형성된다.The present invention, in the bridge top plate of the bridge, the bottom surface of the bridge, a plurality of block fastening frame is inserted into the supporting block is extended in the longitudinal direction, the wire mesh is seated on the upper block of the concrete after the concrete It is possible to raise the height of the sidewalk by pouring, while the concrete layer forms a paving layer on the top of the color ascon pavement to raise the height of the sidewalk to finish the press to form a sidewalk.
Description
본 고안은 교량 상부 보도부의 배수처리용 높이인상 받침블록에 관한 것으로서, 더욱 상세하게는 교량 상판 보도부의 하부에 받침 블록을 설치하고, 그 받침 블록의 상부에 와이어 메쉬를 깔고 콘크리트를 타설하여 보도부의 높이를 인상하기 위한 교량 보도부의 배수처리용 높이인상 받침블록 설치구조에 관한 것이다.The present invention relates to a height raising bearing block for drainage treatment of an upper bridge portion of a bridge, and more specifically, a bearing block is installed at a lower portion of a bridge upper sidewalk portion, and a wire mesh is laid on the upper portion of the bridge block so that concrete is poured. The present invention relates to a height raising support block installation structure for drainage treatment of a bridge sidewalk for raising a height.
교량은, 교량 상판의 양측에 보도부가 형성되어 보행자들의 통행로를 확보하게 되고, 이때 상기 보도부는 차량이 통행하는 바닥면과 일치되도록 높이가 형성되거나 또는 바닥면보다 높이가 높게 형성되는 경우가 있다.In the bridge, sidewalks are formed on both sides of the bridge top plate to secure passages for pedestrians. In this case, the sidewalks may be formed to have a height that is consistent with the floor surface through which the vehicle passes, or may be formed higher than the floor surface.
이때, 보도부의 높이가 차량이 통행하는 바닥면보다 높게 형성되는 이유는, 하절기와 같은 때 폭우에 의한 비가 많은 경우, 그 비를 배수구로 원활하게 배수처리하기 위해 높이를 인상하는 경우가 대부분이다.In this case, the height of the sidewalk portion is formed higher than the floor surface through which the vehicle passes. When the rain is heavy due to heavy rain during summer, the height is increased in order to smoothly drain the rain to the drain.
그러나, 이러한 보도부의 인상에 따른 상판 구조물의 중량이 가중되는 관계로, 구조물 기초에서 기둥까지 과다하중 설계가 되어 시공 비용이 증가되는 문제점이 있고, 보도부에 대한 하자가 발생되는 경우, 그 하자를 보수하기 위해 관리 비용이 높게 되는 문제점이 있다.However, since the weight of the top plate structure is increased due to the increase of the sidewalk portion, there is a problem that the construction cost is increased due to the overload design from the base of the structure to the column, and when the defect occurs for the sidewalk portion, the defect is repaired. There is a problem that the management cost is high.
본 고안은, 교량 보도부의 하부에 받침 블록을 설치하여 교량 상판의 하중을 경감함과 아울러 그로인한 공사비를 절감하며, 하자 보수에 소요되는 비용을 절감함과 아울러 적정 설계를 통한 안전한 교량 구조물을 확보할 수 있도록 하는 교량 보도부의 배수처리용 높이인상 받침블록 설치구조를 제공함을 그 목적으로 한다.The present invention is to install a support block in the lower portion of the bridge walkway to reduce the load of the bridge deck, thereby reducing the construction cost, and to reduce the cost of repairing the defect and secure a safe bridge structure through proper design It is an object of the present invention to provide a structure for installing a height raising support block for drainage treatment of bridge sidewalks.
도 1은 본 고안의 교량 보도부의 배수처리용 높이인상 받침블록이 설치된 상태를 나타내는 도면.1 is a view showing a state in which the height-lift base block for drainage treatment of the bridge sidewalk portion of the present invention is installed.
도 2는 본 고안의 교량 보도부의 배수처리용 높이인상 받침블록 설치되는 시공도.Figure 2 is a construction that is installed in the height increase support block for drainage treatment of the bridge walkway of the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
100: 교량 200: 교각100: bridge 200: pier
300: 교량 상판 330: 바닥면300: bridge deck 330: bottom surface
400: 차도부 450: 콘크리트 경계석400: driveway 450: concrete boundary stone
470: 콘크리트 방호책 500: 보도부470: concrete protection 500: the press
600: 받침 블록 610: 블록 몸체600: support block 610: block body
620: 사각홈 630: 돌출부620: square groove 630: protrusion
632: 반원홈 640: 측면 고정대632: semicircular groove 640: side holder
670: 블록 체결틀 672: 반원 돌출부670: block fastening frame 672: semi-circular projection
690: 고정 볼트 700: 와이어 메쉬690: fixing bolt 700: wire mesh
800: 칼라 아스콘 포장층800: color ascon pavement layer
본 고안은 상술한 목적 달성을 위해, 본 고안은, 교량의 교량 상판 보도부에 있어서, 상기 보도부 바닥면에는, 다수개의 받침 블록에 블록 체결틀이 삽입되어 길이방향으로 연장설치되고, 그 받침 블록의 상부에 와이어 메쉬가 안착된 후 콘크리트를 타설하여 보도부의 높이를 인상할 수 있는 한편, 상기 콘크리트층에는 상부에 칼라 아스콘 포장층을 형성하여 보도부의 높이를 인상하여 배수처리를 돕도록 마감하여 보도부가 형성되는 것을 특징으로 하는 교량 보도부의 배수처리용 높이인상 받침블록 설치구조를 제공한다.The present invention, in order to achieve the above object, the present invention, in the bridge top plate of the bridge, the bottom surface of the walkway, a block fastening frame is inserted into a plurality of support blocks are extended in the longitudinal direction, and the After the wire mesh is seated on the upper part, the concrete can be poured to raise the height of the sidewalk, while the concrete layer is formed with a collar ascon paving layer on the upper side to raise the height of the sidewalk to finish drainage to help drainage treatment. It provides a height-lift base block installation structure for drainage treatment of the bridge walkway portion characterized in that it is formed.
이하, 첨부 도면을 참조하여 본 고안의 구성을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration of the present invention.
도 1은 본 고안의 교량 보도부의 배수처리용 높이인상 받침블록이 설치된 상태를 나타내는 도면이고, 도 2는 본 고안의 교량 보도부의 배수처리용 높이인상 받침블록 설치되는 시공도이다.1 is a view showing a state of the height increase support block for drainage treatment of the bridge walkway portion of the present invention, Figure 2 is a construction diagram installed in the height increase support block for the drainage treatment of the bridge walkway portion of the present invention.
교량(100)은, 교각(200) 상부에 교량 상판(300)이 안착되고, 상기 교량 상판(300)은 차도부(400)와 보도부(500)가, 콘크리트 경계석(450)을 경계로 단차를 가지도록 형성된다.The bridge 100, the bridge top plate 300 is seated on the bridge 200, the bridge top plate 300 is a driveway 400 and the sidewalk 500, the stepped by the boundary of the concrete boundary stone 450 It is formed to have.
상기 보도부(500)는, 받침 블록(600)이 설치된 후 와이어 메쉬(700)가 안착되고, 그 상부에 콘크리트가 채움 작업되며, 상기 콘크리트 채움 작업된 상부에 칼라 아스콘 포장층(800)이 포설된 형태로 구성된다.The sidewalk 500, after the support block 600 is installed, the wire mesh 700 is seated, the concrete is filled on top, the concrete ascon paving layer 800 is installed on the top Form.
상술한 바와 같이, 상기 교량 상판(300)에는, 바닥면(330)에 다수개의 받침 블록(600)이 안착된 상태에서 고정 볼트(700)가 체결되어 바닥면(330)에 고정되고, 그 받침 블록(600)은 블록 체결틀(670)이 삽입되어 길이방향으로 다수개의 받침 블록(600)이 체결되며, 상기 받침 블록(600)에는 상부에 와이어 메쉬(700)가 안착된 상태에서 콘크리트가 타설되며, 상기 콘크리트의 상부에 칼라 아스콘 포장층(800)이 형성되어 보도부(500)가 마감되게 된다.As described above, the fixing bolt 700 is fastened to the bridge top plate 300 in a state in which a plurality of support blocks 600 are seated on the bottom surface 330, and fixed to the bottom surface 330. Block 600 is a block fastening frame 670 is inserted into a plurality of support blocks 600 are fastened in the longitudinal direction, the concrete block is poured in the support block 600 in the state that the wire mesh 700 is seated on the top Then, the color ascon pavement layer 800 is formed on the upper portion of the sidewalk 500 is finished.
상기 받침 블록(600)은, 블록 몸체(610)에 사각홈(620)이 2개가 형성되고, 그 길이방향 양측에 돌출부(630)가 형성되며, 그 블록 몸체(610)의 폭 방향 측면에 측면 고정대(640)가 각각 2개씩 형성되어 콘크리트 방호책(470)과 콘크리트 경계석(450)의 수직부에 밀착된다.The support block 600, two rectangular grooves 620 are formed in the block body 610, the protrusions 630 are formed on both sides of the longitudinal direction, the side surface in the width direction side of the block body 610 Two fixing stands 640 are formed to be in close contact with the vertical portions of the concrete barrier 470 and the concrete boundary stone 450.
상기 받침 블록(600)은, 돌출부(630)에 반원홈(632)이 형성되어 블록 체결틀(670)을 삽입할 수 있고, 그 블록 몸체(610)에 다수개의 볼트홀이 형성되어 고정 볼트(690)에 의해 유동이 없도록 바닥면(330)에 고정된다.The support block 600, the semicircular groove 632 is formed in the protrusion 630 to insert the block fastening frame 670, a plurality of bolt holes are formed in the block body 610 is fixed bolt ( 690 is fixed to the bottom surface 330 so that there is no flow.
상기 받침 블록(600)은, 블록 몸체(610)에 길이방향 양측에 돌출부(630)가 각각 3개씩 형성되는데, 이때 그 돌출부(630)의 사이에는 공간부가 형성되어 그 공간부에 블록 체결틀(670)이 삽입된다.The supporting block 600 is formed in the block body 610, each of the three projections 630 on both sides in the longitudinal direction, wherein the space is formed between the protrusions 630, the block fastening frame ( 670 is inserted.
상기 블록 체결틀(670)은, 받침 블록(600)을 길이방향으로 연결하는데 사용되는데, 직사각형 형태의 몸체 폭 방향 양측에 각각 2개씩의 반원 돌출부(672)가 형성된다.The block fastening frame 670 is used to connect the supporting block 600 in the longitudinal direction, and two semi-circular protrusions 672 are formed at both sides of the rectangular body width direction.
상기 와이어 메쉬(700)나 콘크리트는 일반적인 기술 사항이라 자세한 설명은생략하기로 한다.Since the wire mesh 700 or concrete is a general technical matter, detailed description thereof will be omitted.
상술한 구성에 대한 설명에서 알 수 있듯이, 교량 상판(300)의 보도부 바닥면(330)에, 다수개의 받침 블록(600)이 안착된 후, 상부에 와이어 메쉬(700)가 안착되면, 콘크리트를 타설하여 보도부(500)를 인상하게 된다.As can be seen in the description of the above configuration, after the plurality of support blocks 600 are seated on the bottom surface 330 of the bridge top plate 300, the wire mesh 700 is seated on the upper surface, the concrete By pouring, the press unit 500 is raised.
이때, 상기 보도부(500)는, 콘크리트가 타설된 후 그 상부에 칼라 아스콘 포장층(800)을 형성하여, 마감하게 되며, 그로 인해 받침 블록(600)의 부피만큼 콘크리트가 타설되지 않는 관계로, 설계 하중을 감소시킬 수 있고, 적정 설계가 가능하게 된다.At this time, the sidewalk 500, after the concrete is poured to form a color ascon pavement layer 800 on the top, it is finished, so that the concrete is not poured as much as the volume of the support block 600, The design load can be reduced and proper design is possible.
상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 고안의 받침 블록을 설치하게 되면, 보도부가 시공되는 때, 사용되는 콘크리트의 양을 감소시킬 수 있어, 그 만큼의 비용 절감이라는 장점을 가질 뿐만 아니라, 설계 하중을 경감시켜 구조적으로 적정 설계를 도모할 수 있는 효과를 갖는다.When the supporting block of the present invention is installed, it is possible to reduce the amount of concrete used when the sidewalk is constructed, which not only has the advantage of reducing the cost, but also reduces the design load and promotes the appropriate design structurally. It has an effect that can be done.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2003-0021717U KR200330361Y1 (en) | 2003-07-07 | 2003-07-07 | Height pulling up block structure of side walk for bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2003-0021717U KR200330361Y1 (en) | 2003-07-07 | 2003-07-07 | Height pulling up block structure of side walk for bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200330361Y1 true KR200330361Y1 (en) | 2003-10-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2003-0021717U KR200330361Y1 (en) | 2003-07-07 | 2003-07-07 | Height pulling up block structure of side walk for bridge |
Country Status (1)
| Country | Link |
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| KR (1) | KR200330361Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100782068B1 (en) | 2007-02-06 | 2007-12-10 | (주)한맥기술 | Drain structure for bridge with sidewalk using precast concrete panel and constructing method thereof |
-
2003
- 2003-07-07 KR KR20-2003-0021717U patent/KR200330361Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100782068B1 (en) | 2007-02-06 | 2007-12-10 | (주)한맥기술 | Drain structure for bridge with sidewalk using precast concrete panel and constructing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| REGI | Registration of establishment | ||
| T201 | Request for technology evaluation of utility model | ||
| T701 | Written decision to grant on technology evaluation | ||
| G701 | Publication of correction | ||
| LAPS | Lapse due to unpaid annual fee | ||
| R401 | Registration of restoration | ||
| FPAY | Annual fee payment |
Payment date: 20101004 Year of fee payment: 8 |
|
| FPAY | Annual fee payment |
Payment date: 20111005 Year of fee payment: 9 |