KR101081840B1 - Construction method for footway post - Google Patents

Construction method for footway post Download PDF

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Publication number
KR101081840B1
KR101081840B1 KR1020110071279A KR20110071279A KR101081840B1 KR 101081840 B1 KR101081840 B1 KR 101081840B1 KR 1020110071279 A KR1020110071279 A KR 1020110071279A KR 20110071279 A KR20110071279 A KR 20110071279A KR 101081840 B1 KR101081840 B1 KR 101081840B1
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South Korea
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concrete
girder
slope
support
plate
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KR1020110071279A
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Korean (ko)
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한정구
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(주)아리산업
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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
    • E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
    • 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
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • 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
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE: A slop temporary sidewalk mounting method is provided to extend the width of a sidewalk by burying post with concrete. CONSTITUTION: A slop temporary sidewalk mounting method is composed like next. A post for sidewalk installation is inserted on the upper part of a slope. The ground behind the post is dug up to form an empty space. Concrete(60) is poured in the empty space. A girder(70) is installed in the post after the concrete is cured. A concrete coupling plate(72a) is extended from the post to be protruded backward. A bottom plate(73) connects the lower end part of the concrete coupling plate. The bottom plate and concrete are jointed with each other using an anchor(80). A footboard(90) is established on the girder and concrete coupling plane.

Description

콘크리트와 함께 일체로 매립된 지주를 이용하여 인도의 폭을 확장시킬 수 있는 사면 가설인도의 설치공법{Construction method for footway post}Construction method for sloped sidewalks that can extend the width of sidewalks by using landfills integrally embedded with concrete {Construction method for footway post}

본 발명은 본 발명자에 의해 선출원된 대한민국 특허출원 제2011-0013659호(2011.02.16. 출원)의 "사면 가설인도용 지주의 설치공법"에 대한 연속발명으로서, 더욱 상세하게는 지주의 뒤쪽 사면에 지주와 일체로된 콘크리트를 매설하여 지주가 튼튼하게 지지될 수 있도록 하고, 이 지주의 앞쪽과 뒤쪽으로 인도를 구축하여 기존의 인도에 비해 안정적이면서 확장된 가설인도를 만들 수 있는 설치공법에 관한 것이다.The present invention is a continuous invention of the "installation method of the slope hypothesis delivery struts" of the Republic of Korea Patent Application No. 2011-0013659 (application filed on Feb. 16, 2011) filed by the inventor, more specifically in the rear slope of the struts It is related to the installation method that allows the landlords to be firmly supported by embedding concrete integrated with the landlords, and builds the sidewalks in front and rear of the landlords to create a more stable and extended temporary delivery than the existing sidewalks. .

최근에는 교량뿐만 아니라 제방과 같은 사면에 인도를 설치하여 보행자용 또는 자전거도로용으로 사용되고 있다.Recently, sidewalks are installed on slopes such as embankments as well as bridges, and are used for pedestrian or bicycle roads.

이러한 인도는 도 1에서 보는 바와 같이 교량과는 달리 사면이 흙으로 되어 있기 때문에 지주의 공학적 설계여부에 따라 인도의 안전성이 보장될 수 밖에 없게 된다.Unlike the bridge, as shown in FIG. 1, since the slope is made of soil, the safety of the delivery is inevitably guaranteed according to the engineering design of the prop.

특히, 인도 및 거더에서 하측으로 발생되는 하중에 의해 지주가 사면쪽으로 휘어지거나 끌려가는 문제가 발생될 수 있어 지주가 토압에 의해 튼튼하게 버티면서 자중에 의해 사면쪽으로 끌려가는 문제를 극복하기 위한 방안이 필요한 실정이다.In particular, there can be a problem that the props are bent or pulled toward the slope due to the load generated from the lower side of the sidewalk and the girder, so that the props are firmly held by the earth pressure and dragged toward the slope due to their own weight. It is necessary.

본 발명은 상기와 같은 문제점을 해결하기 위해 안출된 것으로, 지주의 뒤쪽 사면을 파내고, 이 파낸 빈공간에 지주와 일체로 된 철근을 배근한 후, 콘크리트를 타설함으로써, 콘크리트의 자중에 의해 지주가 튼튼하게 지지될 수 있도록 하고, 나아가 지주의 앞쪽과 뒤쪽에 인도를 구축하여 확장된 개념의 가설인도를 설치할 수 있는 공법을 제공하는데 그 목적이 있다.The present invention has been made in order to solve the above problems, by digging the rear slope of the pillar, reinforcing the reinforcing bars integrated with the pillar in this hollow space, and then cast concrete, by the weight of the concrete Its purpose is to provide a method that can be firmly supported, and furthermore, to build a sidewalk on the front and back of the landlord to establish an extended concept hypothesis.

상기와 같은 목적을 달성하기 위해 본 발명은,The present invention to achieve the above object,

토사로 쌓인 사면의 상부에 인도설치용 지주를 지중으로 삽입시키는 단계;Inserting a guide for installing a guide into the ground on an upper surface of the slope piled with earth and sand;

지주의 뒤쪽 지면을 파내어 빈공간을 확보하는 단계;Digging the back ground of the support to secure an empty space;

빈공간으로 지주에서부터 연결철근을 연장시킨 후, 빈공간내의 연결철근에 교차되도록 매립철근을 배근하는 단계;Extending the reinforcing bars from the struts into the empty spaces and then placing the reinforcing bars so as to intersect with the connecting bars in the empty spaces;

빈공간내에 콘크리트를 타설하는 단계;Placing concrete in the empty space;

콘크리트가 양생된 후, 지주에 사면방향으로 거더를 장착시키는 단계;After the concrete is cured, mounting the girders in a slope direction on the support;

지주에서 연장되어 뒤쪽으로 나란히 돌출되는 콘크리트결합판 및 이 콘크리트결합판의 하단부를 연결하는 바닥판을 형성하는 단계;Forming a concrete binding plate extending from the support and protruding side by side to the rear and a bottom plate connecting the lower end of the concrete binding plate;

바닥판과 콘크리트를 앙카로 체결시키는 단계; 및Fastening the bottom plate and concrete with anchors; And

거더측과 콘크리트결합판위에 발판을 설치하는 단계;를 포함하는 것을 특징으로 하는 콘크리트와 함께 일체로 매립된 지주를 이용하여 인도의 폭을 확장시킬 수 있는 사면 가설인도의 설치공법을 제공한다.The step of installing the scaffold on the girder side and the concrete coupling plate; provides a installation method of the construction of the slope hypothesis that can be used to expand the width of the sidewalks by using a pillar integrally embedded with the concrete.

이때, 거더가 장착되는 지주에는 지주를 감싸면서 서로 맞닿아 체결되는 반원형태의 앞쪽결합부재 및 뒤쪽결합부재가 결합되고, 뒤쪽결합부재에는 콘크리트결합판이 형성되고, 앞쪽결합부재에는 사면쪽으로 나란히 돌출되는 거더결합판이 일체로 형성되어, 이 거더결합판에 거더가 볼트 또는 용접으로 결합됨이 바람직하다.At this time, the girders to which the girders are mounted are coupled to the front coupling member and the rear coupling member of the semicircular shape to be joined to each other while being coupled to each other, the concrete coupling plate is formed on the rear coupling member, and the front coupling member protrudes side by side. It is preferable that the girder coupling plate is integrally formed so that the girder is coupled to the girder coupling plate by bolts or welding.

또한, 앙카는 콘크리트 타설시에 매립식으로 설치되거나, 콘크리트 양생후에 케미컬앙카로 설치될 수도 있다.In addition, the anchor may be installed in a landfill when the concrete is placed, or may be installed as a chemical anchor after curing the concrete.

전술한 바와 같이 본 발명에 따른 사면 가설인도의 설치공법은 지주와 함께 일체로 매립된 콘크리트에 의해 지주가 튼튼하게 설치될 수 있고, 이 지주의 앞뒤쪽에 인도를 구축할 수 있어 기존에 비해 인도의 폭을 대폭 확장할 수 있게 되며, 콘크리트 기초위에 인도가 설치됨으로써, 더욱 튼튼하고 안정적인 인도를 구축할 수 있는 잇점이 있게 된다.As described above, according to the present invention, the installation method of the hypothetical sidewalk can be installed firmly by concrete embedded together with the support, and can be built in front and rear of the support so that the sidewalk can be constructed. The width can be greatly expanded, and the sidewalks are installed on the concrete foundation, which has the advantage of creating a more robust and stable sidewalk.

도 1은 종래기술에 따른 사면에 설치되는 가설인도를 나타낸 도면이고,
도 2 내지 도 5는 지주의 설치공법을 순차적으로 나타낸 도면으로, 도 2는 지주를 세운후 그 뒤에 터파기를 하여 빈공간을 형성한 모습이고,
도 3은 지주에 결합판을 장착하여 연결철근을 설치하는 모습이고,
도 4는 연결철근과 묶어 빈공간에 매립철근을 배근한 모습이고,
도 5는 빈공간에 콘크리트를 타설한 모습이고,
도 6은 콘크리트 타설된 후에 결합판 및 거더를 장착한 모습이고,
도 7은 도 6의 뒤쪽결합부재를 다른 방향에서 바라본 사시도이며, 그리고
도 8은 본 발명에 따른 가설인도가 완성된 모습을 나타낸 측면도이다.1 is a view showing a hypothesis delivery installed on the slope according to the prior art,
2 to 5 is a view showing the installation method of the strut sequentially, Figure 2 is a state in which the empty space is formed by opening the strut and then dig thereafter,
Figure 3 is a state that installs the connecting bar by mounting the coupling plate on the support,
4 is a state in which the buried reinforcement in the empty space tied to the connecting reinforcement,
5 is a state in which concrete is poured into the empty space,
6 is a state in which the coupling plate and the girder is mounted after the concrete is poured,
7 is a perspective view of the rear coupling member of FIG. 6 viewed from another direction, and
8 is a side view showing a state of completion of the hypothesis delivery according to the present invention.

이하, 첨부된 도면들을 참조하여 본 발명의 바람직한 실시예에 따른 콘크리트와 함께 일체로 매립된 지주를 이용하여 인도의 폭을 확장시킬 수 있는 사면 가설인도의 설치공법을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the installation method of the slope hypothesis that can be used to expand the width of the sidewalks using the strut integrally embedded with the concrete according to the preferred embodiment of the present invention.

먼저, 본 발명에 따른 가설인도의 설치공법을 설명하기에 앞서, 본 발명자에 의해 선출원된 특허출원 제2011-0013659호(이하, "선출원발명"이라 한다.)에 대해 간략하게 살펴보기로 한다.First, prior to describing the installation method of the hypothetical delivery method according to the present invention, a patent application 2011-0013659 (hereinafter, referred to as "first application invention") filed by the present inventors will be briefly described.

선출원발명은 도 2에서 보는 바와 같이 사면과 인접한 지면상에 지주(10)를 박고, 이 지주(10)의 뒤쪽 지면을 파내어 빈공간(20)을 형성하는 것으로 시작된다. 이처럼 빈공간(20)이 형성되면, 도 3에서 보는 바와 같은 결합판(30)을 지주(10)에 장착한다. 결합판(30)은 지주(10)의 외경을 따라 길다랗게 형성된 반원형태의 판이 사용되고, 이 반원형태의 결합판(30) 양단에는 외측으로 더 연장되어 서로 맞닿는 플랜지(31)가 일체로 형성된다. 그리고 이 플랜지(31)에 상, 하 간격으로 다수의 체결공(32)이 형성되어 체결구(35)들에 의해 플랜지(31)가 결합되어 결합판(30)들을 지주(10)와 일체화시킨다.The present invention begins with the strut 10 being pushed on the ground adjacent to the slope as shown in FIG. 2, and the back ground of the strut 10 is dug to form the empty space 20. When the empty space 20 is formed as described above, the coupling plate 30 as shown in FIG. 3 is mounted on the support 10. Coupling plate 30 is used in the form of a long semicircular plate formed along the outer diameter of the support 10, both ends of the semicircular coupling plate 30 is further extended to the outside to be integrally formed with the flange 31 is in contact with each other . In addition, a plurality of fastening holes 32 are formed in the flange 31 at upper and lower intervals so that the flange 31 is coupled by the fasteners 35 to integrate the coupling plates 30 with the support 10. .

또한, 플랜지(31)에는 체결공(32)과 중첩되지 않도록 그 사이사이에 장착공(33)이 형성되고, 이 장착공(33)으로 연결철근(40)이 삽입되어 지주(10)뒤쪽의 빈공간(20)으로 연장시킨다. 바람직하게는 연결철근(40)은 그 앞쪽이 구부러지거나 오링처럼 되어 연결철근(40)의 앞쪽이 플랜지(31)를 벗어나지 못하도록 막아준다.In addition, the flange 31 is provided with a mounting hole 33 therebetween so as not to overlap with the fastening hole 32, the connecting reinforcing bar 40 is inserted into the mounting hole 33 to the rear of the post 10 It extends into the empty space 20. Preferably, the connecting rebar 40 is bent in front or like an O-ring to prevent the front of the connecting rebar 40 from leaving the flange 31.

결합판(30) 및 연결철근(40)의 시공이 완료되면, 도 4에서 보는 바와 같이 빈공간(20)속으로 삽입된 연결철근(40)들에 다시 빈공간(20)의 길이방향을 따라 연결철근(40)과 교차되게 다수의 매립철근(50)을 더 배근한다. 이때, 연결철근(40)과 매립철근(50)은 어닐링 철선(일명 : 반생, 소둔선)에 의해 서로 묶어져 다시 일체화 시킨다.When the construction of the coupling plate 30 and the connecting reinforcing bar 40 is completed, as shown in FIG. 4, the connecting reinforcing bars 40 inserted into the empty space 20 again along the longitudinal direction of the empty space 20. Further reinforce the plurality of buried reinforcement (50) to cross the connecting reinforcing bar (40). At this time, the connecting reinforcing bar 40 and the embedded reinforcing bar 50 are bundled together by annealing iron wire (aka: half life, annealing line) to be integrated again.

철근(40, 50)의 배근이 완료되면 도 5에서 보는 바와 같이 빈공간(20)속에 콘크리트(60)를 타설하여 콘크리트(60)와 철근(40, 50)과 결합판(30)과 지주(10)를 일체화시켜 완성하게 된다.When the reinforcement of the reinforcing bars 40 and 50 is completed, as shown in FIG. 5, the concrete 60 is poured into the empty space 20, so that the concrete 60 and the reinforcing bars 40 and 50, the coupling plate 30, and the support ( 10) integrated to complete.

이하, 전술한 바와 같은 선출원발명을 이용하여 인도의 폭을 더 크게 확장시킬 수 있는 본 발명의 설치공법을 설명한다.Hereinafter, the installation method of the present invention that can further extend the width of the delivery by using the above-described first invention.

전술한 바와 같이 지주(10)의 설치가 완료되며, 이 지주(10)의 앞쪽(사면쪽)으로 도 6에서 보는 것과 같이 거더(70)를 장착하고, 이 거더(70)위에 데크와 같은 발판을 장착하여 기존과 같은 인도를 구축하게 된다.As described above, the installation of the strut 10 is completed, and the girders 70 are mounted to the front side (slope side) of the strut 10 as shown in FIG. 6, and a deck like a deck is placed on the girders 70. It will build the same sidewalk as before.

한편, 거더(70)의 장착을 위해 콘크리트(60)에서 상측으로 돌출된 지주(10)에는 도 7에서 보는 바와 같이, 서로 맞닿는 반원형태의 거더결합부재 한쌍이 체결수단에 의해 결합된다. 이러한 거더결합부재는 앞쪽결합부재(71)와 뒤쪽결합부재(72)로 구분되는데, 각각의 앞쪽결합부재(71) 및 뒤쪽결합부재(72)의 측면 중앙부에는 서로 평행하게 돌출되는 한쌍의 날개판이 일체로 형성된다. 이때, 앞쪽의 날개판은 거더(70)와 결합되는 거더날개판(71a)이고, 뒤쪽의 날개판은 콘크리트(60)와 결합되는 콘크리트결합판(72a)이다.Meanwhile, as shown in FIG. 7, a pair of semi-circular girder coupling members which are in contact with each other are coupled to the support 10 protruding upward from the concrete 60 for mounting the girder 70 by a fastening means. The girder coupling member is divided into a front coupling member 71 and a rear coupling member 72. A pair of wing plates protruding in parallel to each other at the central portion of the side of each of the front coupling member 71 and the rear coupling member 72 is provided. It is formed integrally. At this time, the front wing plate is a girder wing plate (71a) is coupled to the girder 70, the rear wing plate is a concrete coupling plate (72a) coupled to the concrete (60).

따라서 거더결합판(71a)은 용접 또는 볼트체결에 의해 거더(70)와 결합되고, 콘크리트결합판(72a)은 그 하단부들에 다시 수평한 바닥판(73)이 더 형성되어 이 바닥판(73)이 콘크리트(60)와 결합된다. 바람직하게는 콘크리트(60)에는 상측으로 돌출된 앙카(80)가 설치되고, 이 앙카(80)가 바닥판(73)을 관통하여 바닥판(73)의 위쪽에서 너트로 체결된다. 앙카(80)는 콘크리트(60) 양생후에 케미컬앙카로 설치할 수 있고, 콘크리트(60)가 타설될때에 매립형으로 설치할 수도 있다.Accordingly, the girder coupling plate 71a is coupled to the girder 70 by welding or bolting, and the concrete coupling plate 72a is further formed with a bottom plate 73 horizontally formed at the lower ends thereof. ) Is combined with the concrete (60). Preferably, the concrete 60 is provided with an anchor 80 protruding upward, and the anchor 80 penetrates through the bottom plate 73 and is fastened with a nut from above the bottom plate 73. The anchor 80 may be installed as a chemical anchor after curing the concrete 60, or may be installed in a buried type when the concrete 60 is poured.

상기와 같이 설치된 거더(70) 및 콘크리트결합판(72a)에 발판(90)을 설치하여 본 발명에 따른 가설인도를 완성하게 된다. 따라서 본 발명에 따른 가설인도는 거더(70)측에 인도가 구축되고, 콘크리트(60)측에 인도가 구축되어 지주(10)에서부터 콘크리트(60)가 끝나는 위치까지 인도의 폭을 확장시킬 수 있게 된다.By installing the scaffold 90 on the girder 70 and the concrete coupling plate 72a installed as described above, the temporary delivery according to the present invention is completed. Therefore, the hypothesis delivery according to the present invention, the sidewalk is built on the girder 70 side, the sidewalk is built on the concrete (60) side to extend the width of the sidewalk from the support (10) to the end position of the concrete (60) do.

또한, 확장된 인도는 콘크리트(60)위에 구축되기 때문에 콘크리트(60)가 아래에서 일체로 받쳐주어 사면쪽보다는 더 안정적이게 되는 효과가 있게 된다.In addition, since the extended sidewalk is built on the concrete 60, the concrete 60 is supported integrally from below, there is an effect that is more stable than the slope side.

상기에서는 본 발명의 바람직한 실시예를 참조하여 설명하였지만, 해당기술분야의 숙련된 당업자는 특허청구범위에 기재된 본 발명의 사상 및 영역으로부터 벗어나지 않는 범위내에서 본 발명을 다양하게 수정 및 변경시킬 수 있음을 이해할 수 있을 것이다.While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined by the appended claims. .

10 : 지주 20 : 빈공간
30 : 결합판 31 : 플랜지
32 : 체결공 33 : 장착공
40 : 연결철근 50 : 매립철근
60 : 콘크리트 70 : 거더
71 : 앞쪽결합부재 71a : 거더결합판
72 : 뒤쪽결합부재 72a : 콘크리트결합판
73 : 바닥판 80 : 앙카
90 : 발판10: prop 20: empty space
30: coupling plate 31: flange
32: fastening hole 33: mounting hole
40: connecting rebar 50: buried rebar
60: concrete 70: girder
71: front coupling member 71a: girder coupling plate
72: rear coupling member 72a: concrete binding plate
73: bottom plate 80: anchor
90: scaffold

Claims (3)

토사로 쌓인 사면의 상부에 인도설치용 지주(10)를 지중으로 삽입시키는 단계;
상기 지주(10)의 뒤쪽 지면을 파내어 빈공간(20)을 확보하는 단계;
상기 빈공간(20)으로 상기 지주(10)에서부터 연결철근(40)을 연장시킨 후, 상기 빈공간(20)내의 연결철근(40)에 교차되도록 매립철근(50)을 배근하는 단계;
상기 빈공간(20)내에 콘크리트(60)를 타설하는 단계;
상기 콘크리트(60)가 양생된 후, 상기 지주(10)에 사면방향으로 거더(70)를 장착시키는 단계;
상기 지주(10)에서 연장되어 뒤쪽으로 나란히 돌출되는 콘크리트결합판(72a) 및 이 콘크리트결합판(72a)의 하단부를 연결하는 바닥판(73)을 형성하는 단계;
상기 바닥판(73)과 콘크리트(60)를 앙카(80)로 체결시키는 단계; 및
상기 거더(70)측과 상기 콘크리트결합판(72a)위에 발판(90)을 설치하는 단계;를 포함하는 것을 특징으로 하는 콘크리트와 함께 일체로 매립된 지주를 이용하여 인도의 폭을 확장시킬 수 있는 사면 가설인도의 설치공법.Inserting a guide 10 for installation in the ground into an upper portion of a slope piled with earth and sand;
Digging the back ground of the support (10) to secure an empty space (20);
Extending the reinforcing bar (40) from the support (10) to the empty space (20), and then placing the reinforcing bar (50) so as to intersect with the connecting bar (40) in the empty space (20);
Pouring concrete (60) into the empty space (20);
After the concrete 60 is cured, mounting a girder 70 in a slope direction on the support 10;
Forming a concrete joining plate (72a) extending from the support (10) and projecting in parallel to the rear side and a bottom plate (73) connecting the lower end of the concrete joining plate (72a);
Fastening the bottom plate (73) and concrete (60) with an anchor (80); And
Installing a scaffold 90 on the girder 70 side and the concrete coupling plate 72a, which can extend the width of the sidewalk using the strut integrated integrally with the concrete. Installation method of slope hypothesis India. 제 1 항에 있어서,
상기 거더(70)가 장착되는 지주(10)에는 지주(10)를 감싸면서 서로 맞닿아 체결되는 반원형태의 앞쪽결합부재(71) 및 뒤쪽결합부재(72)가 결합되고, 상기 뒤쪽결합부재(72)에는 상기 콘크리트결합판(72a)이 형성되고, 상기 앞쪽결합부재(71)에는 사면쪽으로 나란히 돌출되는 거더결합판(71a)이 일체로 형성되어, 이 거더결합판(71a)에 상기 거더(70)가 볼트 또는 용접으로 결합됨을 특징으로 하는 콘크리트와 함께 일체로 매립된 지주를 이용하여 인도의 폭을 확장시킬 수 있는 사면 가설인도의 설치공법.The method of claim 1,
The girders 70 are mounted on the support 10, the front coupling member 71 and the rear coupling member 72 of the semi-circular shape is coupled to each other while engaging the support 10 is wrapped, the rear coupling member ( 72, the concrete coupling plate 72a is formed, and the front coupling member 71 is integrally formed with a girder coupling plate 71a projecting side by side toward the slope, and the girder (71) on the girder coupling plate 71a. The installation method of the slope hypothesis that can extend the width of the sidewalk by using the strut integrally embedded with the concrete, characterized in that 70) is coupled by bolts or welding. 제 2 항에 있어서,
상기 앙카(80)는 상기 콘크리트(60) 타설시에 매립식으로 설치되거나, 상기 콘크리트(60) 양생후에 케미컬앙카로 설치됨을 특징으로 하는 콘크리트와 함께 일체로 매립된 지주를 이용하여 인도의 폭을 확장시킬 수 있는 사면 가설인도의 설치공법.The method of claim 2,
The anchor 80 is installed in a landfill type when the concrete 60 is placed, or is installed as a chemical anchor after curing the concrete (60) by using a strut integrally embedded with the concrete to the width of the sidewalk The installation method of the slope hypothesis that can be extended.
KR1020110071279A 2011-07-19 2011-07-19 Construction method for footway post KR101081840B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101662053B1 (en) * 2015-06-23 2016-10-06 (주)서현컨스텍 Paved road construction method using pile precast cantilever slab
KR101750849B1 (en) * 2016-01-12 2017-06-27 (주) 나무들 Column foundation using post for deck road system
KR20180088224A (en) * 2017-01-26 2018-08-03 (주) 나무들 Beam connecting apparatus for deck road system

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JPH10238135A (en) 1997-02-25 1998-09-08 Masaharu Tsujimoto Reinforcing device and repair method of metallic column
JP2000002020A (en) 1998-06-16 2000-01-07 Nippon Light Metal Co Ltd Fixing structure of support
JP2006083686A (en) 2004-01-29 2006-03-30 Fuji Autetsuku:Kk Construction method for foundation of column
KR100978780B1 (en) 2010-05-18 2010-08-30 (주)아리산업 A constructed foodway

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Publication number Priority date Publication date Assignee Title
JPH10238135A (en) 1997-02-25 1998-09-08 Masaharu Tsujimoto Reinforcing device and repair method of metallic column
JP2000002020A (en) 1998-06-16 2000-01-07 Nippon Light Metal Co Ltd Fixing structure of support
JP2006083686A (en) 2004-01-29 2006-03-30 Fuji Autetsuku:Kk Construction method for foundation of column
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Publication number Priority date Publication date Assignee Title
KR101662053B1 (en) * 2015-06-23 2016-10-06 (주)서현컨스텍 Paved road construction method using pile precast cantilever slab
KR101750849B1 (en) * 2016-01-12 2017-06-27 (주) 나무들 Column foundation using post for deck road system
KR20180088224A (en) * 2017-01-26 2018-08-03 (주) 나무들 Beam connecting apparatus for deck road system
KR101940788B1 (en) * 2017-01-26 2019-04-10 ㈜나무들 Beam connecting apparatus for deck road system

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