JP2008169595A - Culvert member - Google Patents

Culvert member Download PDF

Info

Publication number
JP2008169595A
JP2008169595A JP2007002991A JP2007002991A JP2008169595A JP 2008169595 A JP2008169595 A JP 2008169595A JP 2007002991 A JP2007002991 A JP 2007002991A JP 2007002991 A JP2007002991 A JP 2007002991A JP 2008169595 A JP2008169595 A JP 2008169595A
Authority
JP
Japan
Prior art keywords
pair
members
box
mounting
frame
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
JP2007002991A
Other languages
Japanese (ja)
Inventor
Junya Fukumuro
順也 福室
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tsurumi Concrete KK
Original Assignee
Tsurumi Concrete KK
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 Tsurumi Concrete KK filed Critical Tsurumi Concrete KK
Priority to JP2007002991A priority Critical patent/JP2008169595A/en
Publication of JP2008169595A publication Critical patent/JP2008169595A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a culvert member which is easily carried in. <P>SOLUTION: In construction of the culvert member, mounting lower surfaces 25, 26 of a pair of side surface members 21, 22 are placed on a mounting upper surface 16 of a bottom surface member 13, and mounting lower surfaces 43, 44 of an upper surface member 41 are superposed on mounting upper surfaces 27, 28 of the respective side surface members 21, 22 to connect between the side surface members 21, 22, to thereby allow the side surface members 21, 22 to be self-supported. Thus when a precast member 11 as the culvert member is set, the side surface members 21, 22 and the upper surface member 41 need not be suspended or supported, and the side surface members 21, 22 and the upper surface member 41 can be carried in separately without assembling the same, to thereby facilitate carrying in of the side surface members 21, 22, and the upper surface member 41. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、一対の側面部材を有するカルバート部材に関する。   The present invention relates to a culvert member having a pair of side members.

従来、この種のカルバート部材としては、断面円弧状の側面部材としてのアーチ壁部の下部に底版脚部が一体的に設けられ、これらアーチ脚部が底版脚部にて自立可能に構成されている。そして、一対のアーチ壁部の上部同士を当接させた状態で設置してから、これらアーチ壁部の底版脚部間に現場打ちでコンクリートを打設するなどして底版部を形成することでカルバートを構築する構成が知られている(例えば、特許文献1参照。)。
特開2003−193545号公報
Conventionally, as this type of culvert member, a bottom plate leg portion is integrally provided at a lower portion of an arch wall portion as a side member having an arcuate cross section, and these arch leg portions are configured to be able to stand on the bottom plate leg portion. Yes. And after installing in a state where the upper portions of the pair of arch wall portions are in contact with each other, by forming concrete on the spot between the bottom plate legs of these arch wall portions, the bottom plate portion is formed. A configuration for constructing a culvert is known (for example, see Patent Document 1).
JP 2003-193545 A

しかしながら、上述のカルバート部材は、一対のアーチ壁部の上部同士を当接させて設置する構成である。したがって、これらアーチ壁部の設置時の高さ寸法を、これらアーチ壁部を搬入する場所の高さ寸法に略等しくする必要があるから、これらアーチ壁部の搬入が容易ではないという問題を有している。   However, the above-described culvert member is configured such that the upper portions of the pair of arch wall portions are in contact with each other. Therefore, it is necessary to make the height dimension when installing these arch wall portions substantially the same as the height dimension of the place where these arch wall portions are carried in, so that there is a problem that it is not easy to carry in these arch wall portions. is doing.

本発明は、このような点に鑑みなされたもので、搬入が容易なカルバート部材を提供することを目的とする。   This invention is made | formed in view of such a point, and it aims at providing the culvert member which is easy to carry in.

請求項1記載のカルバート部材は、断面円弧状の一対の側面部材と、これら一対の側面部材の円弧状の円弧の中心側を対向させた状態で、前記一対の側面部材の間に載置され前記一対の側面部材を自立させる断面円弧状の上面部材とを具備したものである。   The culvert member according to claim 1 is placed between the pair of side surface members in a state where the pair of side surface members having an arcuate cross section and the center side of the arcuate arc of the pair of side surface members are opposed to each other. And an upper surface member having an arcuate cross section that allows the pair of side surface members to be self-supporting.

請求項2記載のカルバート部材は、請求項1記載のカルバート部材において、一対の側面部材は、これら一対の側面部材の幅方向の上面部材が載置される側の側縁に、これら一対の側面部材の中心側に向けて下方に傾斜した設置面が形成され、上面部材は、この上面部材の幅方向の両側縁に、この上面部材の内側に向けて下方に傾斜した載置面が形成されているものである。   The culvert member according to claim 2 is the culvert member according to claim 1, wherein the pair of side surface members are arranged on the side edges on the side where the upper surface members in the width direction of the pair of side surface members are placed. An installation surface inclined downward toward the center of the member is formed, and a mounting surface inclined downward toward the inside of the upper surface member is formed on both side edges of the upper surface member in the width direction. It is what.

請求項3記載のカルバート部材は、請求項1または2記載のカルバート部材において、一対の側面部材が載置される載置部が幅方向の両側縁にそれぞれ設けられ、これら載置部に前記一対の側面部材を設置させる略板状の底面部材を具備したものである。   A culvert member according to a third aspect is the culvert member according to the first or second aspect, wherein mounting portions on which the pair of side surface members are mounted are respectively provided on both side edges in the width direction, and the pair of mounting members are provided on the mounting portions. A substantially plate-like bottom member on which the side member is installed is provided.

請求項4記載のカルバート部材は、請求項3記載のカルバート部材において、一対の側面部材は、これら一対の側面部材の幅方向の底面部材の設置部に設置される側の側縁に、これら一対の側面部材の中心側に向けて上方に傾斜した載置面が形成され、底面部材は、この底面部材の載置部に、この底面部材の内側に向けて上方に傾斜した設置面が形成されているものである。   A culvert member according to a fourth aspect is the culvert member according to the third aspect, wherein the pair of side surface members are disposed on the side edges of the pair of side surface members on the side of the bottom surface member in the width direction. A mounting surface inclined upward toward the center side of the side surface member is formed, and an installation surface inclined upward toward the inside of the bottom surface member is formed on the mounting portion of the bottom surface member. It is what.

請求項5記載のカルバート部材は、請求項1ないし4いずれか記載のカルバート部材において、一対の側面部材および上面部材は、これら一対の側面部材および上面部材の外側面を対応させた内側面を有する管体内に設置されるものである。   The culvert member according to claim 5 is the culvert member according to any one of claims 1 to 4, wherein the pair of side surface members and the upper surface member have inner surfaces corresponding to the outer surfaces of the pair of side surface members and the upper surface member. It is installed in the tube.

請求項1記載のカルバート部材によれば、一対の側面部材の円弧状の円弧の中心側を対向させた状態で、これら一対の側面部材の間に上面部材を載置することにより、これら一対の側面部材が自立する。したがって、これら一対の側面部材および上面部材を設置した状態で、これら一対の側面部材および上面部材を保持したり位置決めしたりする必要がなくなり、これら一対の側面部材および上面部材をずらして搬入できるから、これら一対の側面部材および上面部材の搬入を容易にできる。   According to the culvert member of the first aspect, by placing the upper surface member between the pair of side members in a state where the center sides of the arcuate arcs of the pair of side members are opposed to each other, Side members are self-supporting. Therefore, it is not necessary to hold or position the pair of side members and the top member in a state where the pair of side members and the top member are installed, and the pair of side members and the top member can be shifted and carried in. The pair of side members and the upper member can be easily carried in.

請求項2記載のカルバート部材によれば、請求項1記載のカルバート部材の効果に加え、一対の側面部材の設置面および上面部材の載置面のそれぞれが中心側または内側に向けて下方に傾斜している。したがって、一対の側面部材の設置面に上面部材の載置面を載置させて設置し、この上面部材を一対の側面部材間に載置した際に、この上面部材の自重にて一対の側面部材が内側に倒れることを防止できるので、これら一対の側面部材の自立を容易にできる。   According to the culvert member according to claim 2, in addition to the effect of the culvert member according to claim 1, each of the installation surface of the pair of side members and the placement surface of the upper surface member is inclined downward toward the center side or the inner side. is doing. Therefore, when the installation surface of the upper surface member is placed on the installation surface of the pair of side surface members and the upper surface member is placed between the pair of side surface members, Since the member can be prevented from falling inward, the pair of side surface members can be made independent.

請求項3記載のカルバート部材によれば、請求項1または2記載のカルバート部材の効果に加え、底面部材の載置部に一対の側面部材を載置させ、これら一対の側面部材の間に上面部材を載置することにより、一対の側面部材が自立するので、底面部材を用いても一対の側面部材を自立できる。   According to the culvert member of the third aspect, in addition to the effect of the culvert member according to the first or second aspect, the pair of side members are placed on the placement portion of the bottom member, and the upper surface is interposed between the pair of side members. Since the pair of side members are self-supporting by placing the member, the pair of side members can be self-supporting even if the bottom member is used.

請求項4記載のカルバート部材によれば、請求項3記載のカルバート部材の効果に加え、一対の側面部材の載置面および底面部材の設置面のそれぞれが中心側または内側に向けて上方に傾斜している。したがって、例えば管体内に底面部材を設置し、この底面部材の設置面に一対の側面部材の載置面を載置し、これら一対の側面部材の間に上面部材を載置した際に、これら一対の側面部材が管体の内側面に押し付けられる。よって、上面部材および各側面部材の自重にて一対の側面部材が内側に倒れることを防止できるので、例えば管体内に設置した底面部材上に一対の側面部材を載置する場合であっても、これら一対の側面部材の自立を容易にできる。   According to the culvert member according to claim 4, in addition to the effect of the culvert member according to claim 3, each of the mounting surface of the pair of side surface members and the installation surface of the bottom surface member is inclined upward toward the center side or the inside. is doing. Therefore, for example, when a bottom member is installed in the pipe, a mounting surface of the pair of side members is mounted on the installation surface of the bottom member, and the top member is mounted between the pair of side members, A pair of side members is pressed against the inner surface of the tube. Therefore, since the pair of side members can be prevented from falling inward due to the weight of the top member and each side member, for example, even when the pair of side members are placed on the bottom member installed in the tubular body, These self-supporting side members can be easily made.

請求項5記載のカルバート部材によれば、請求項1ないし4いずれか記載のカルバート部材の効果に加え、一対の側面部材および上面部材を管体内に設置することにより、一対の側面部材が管体内に押し付けられる。よって、これら一対の側面部材が内側に倒れることを防止できるので、これら一対の側面部材の管体内での自立を容易にできる。   According to the culvert member of the fifth aspect, in addition to the effect of the culvert member according to any one of the first to fourth aspects, the pair of side surface members and the upper surface member are installed in the tube body so that the pair of side surface members are in the tube body. Pressed against. Therefore, since the pair of side members can be prevented from falling inward, the pair of side members can be easily self-supported in the tube.

以下、本発明の一実施の形態の構成を図1ないし図4を参照して説明する。   Hereinafter, the configuration of an embodiment of the present invention will be described with reference to FIGS.

図1ないし図4において、1は管体としての函渠で、この函渠1は地中に既設されて縦断面略馬蹄形状の細長筒状に形成された管渠、すなわちトンネルである。ここで、この函渠1は、この函渠1の底面を形成する幅方向断面凹弧状のインバート部としての底部2を備えている。この底部2は、この底部2の内側に位置している内側面3を有しており、この内側面3は、長手方向に沿った幅方向断面凹弧状に形成されている。   1 to 4, reference numeral 1 denotes a box as a tubular body. The box 1 is a pipe that is already installed in the ground and is formed in an elongated cylindrical shape having a substantially horseshoe-shaped longitudinal section. Here, the box 1 is provided with a bottom part 2 as an invert part having a concave arc shape in the cross section in the width direction that forms the bottom surface of the box 1. The bottom portion 2 has an inner side surface 3 positioned on the inner side of the bottom portion 2, and the inner side surface 3 is formed in a cross-sectional concave arc shape along the longitudinal direction.

さらに、この底部2の両側には、函渠1の上面および側面を形成する幅方向断面円弧状の周面部4が、この底部2の長手方向に沿って形成されている。この周面部4は、底部2の幅方向の曲率半径より小さな曲率半径を有する幅方向断面逆U字状に形成されている。すなわち、この周面部4は、この周面部4のうち高さ方向の中央部が幅方向に向けて最も拡幅した略円形状であるである馬蹄形状に形成されている。また、この周面部4は、この周面部4の幅方向の一端部が底部2の幅方向の一端部に一体的に連結され、この周面部4の幅方向の他端部が底部2の幅方向の他端部に一体的に連結されている。そして、この周面部4は、この周面部4の幅方向の一端部から、この周面部4の幅方向の他端部までに亘って周方向に向けて連続した円弧面状に形成されている。   Further, on both sides of the bottom portion 2, circumferential surface portions 4 having a circular cross section in the width direction that form the upper surface and side surfaces of the box 1 are formed along the longitudinal direction of the bottom portion 2. The peripheral surface portion 4 is formed in an inverted U-shaped cross section having a curvature radius smaller than the curvature radius of the bottom portion 2 in the width direction. That is, the peripheral surface portion 4 is formed in a horseshoe shape, which is a substantially circular shape in which the central portion in the height direction of the peripheral surface portion 4 is widened most in the width direction. Further, the peripheral surface portion 4 has one end portion in the width direction of the peripheral surface portion 4 integrally connected to one end portion in the width direction of the bottom portion 2, and the other end portion in the width direction of the peripheral surface portion 4 is the width of the bottom portion 2. It is integrally connected to the other end of the direction. And this peripheral surface part 4 is formed in the circular arc surface shape which continued in the circumferential direction ranging from the one end part of the width direction of this peripheral surface part 4 to the other end part of the width direction of this peripheral surface part 4. .

また、この周面部4の内側には、幅方向断面逆U字状の内側面5が形成されており、この内側面5は、この内側面5のうちの上側中央の幅方向における約3分の1の領域を構成する内面上部6と、この内面上部6に連続しこの内面上部6の両側の周方向における約3分の1ずつの領域を構成する一対の内面側部7,8とで形成されている。さらに、これら内面上部6および内面側部7,8は、図1、図2および図4に示すように、周面部4の周方向に向けて連続した円弧状に形成されている。   In addition, an inner side surface 5 having an inverted U-shaped cross section in the width direction is formed inside the peripheral surface portion 4, and the inner side surface 5 is about 3 minutes in the width direction of the upper center of the inner side surface 5. An inner surface upper portion 6 constituting one region of the inner surface, and a pair of inner surface side portions 7 and 8 constituting a region of about one third each in the circumferential direction on both sides of the inner surface upper portion 6 continuous with the inner surface upper portion 6. Is formed. Furthermore, the inner surface upper portion 6 and the inner surface side portions 7 and 8 are formed in a circular arc shape that is continuous in the circumferential direction of the peripheral surface portion 4 as shown in FIGS. 1, 2, and 4.

そして、この函渠1の内部には、この函渠1内に搬入されて、この函渠1の底部2の内側面3および周面部4の内側面5のそれぞれを周方向に亘って覆って、この函渠1を補修および補強して更生させる補修部材としてのカルバート部材であるプレキャスト部材11が挿入される。このプレキャスト部材11は、函渠更生体としてのボックスカルバートであって、例えば鉄筋コンクリートやプレストレスコンクリート等のコンクリートなどにて幅方向断面が函渠1に対応した縦断面略円形に形成されている。すなわち、このプレキャスト部材11は、函渠1の内側面3,5の形状と略同形の外側面12を有する形状に形成されている。さらに、このプレキャスト部材11は、このプレキャスト部材11の奥行き方向の長さが所定の長さ寸法、例えば1000mm程度の長さ寸法に形成されている。   And the inside of this box 1 is carried in in this box 1, and covers each of the inner surface 3 of the bottom part 2 of this box 1, and the inner surface 5 of the surrounding surface part 4 over the circumferential direction. Then, a precast member 11 which is a culvert member as a repair member for repairing and reinforcing the box 1 is inserted. The precast member 11 is a box culvert as a box rehabilitation, and is formed in a substantially circular vertical cross section corresponding to the box 1 in the cross section in the width direction, for example, concrete such as reinforced concrete or prestressed concrete. That is, the precast member 11 is formed in a shape having an outer surface 12 that is substantially the same shape as the inner surfaces 3 and 5 of the box 1. Further, the precast member 11 is formed such that the length in the depth direction of the precast member 11 is a predetermined length dimension, for example, a length dimension of about 1000 mm.

具体的に、このプレキャスト部材11は、函渠1の底部2の内側面3上に設置されてこの内側面3を覆う底面部材13を備えている。この底面部材13は、函渠1の内側面3,5のうち、この函渠1の底部2の内側面3に対応した幅方向断面円弧状である円弧面状の外側面14を有しており、幅方向に亘って一定の厚さに形成されている。さらに、この外側面14の幅方向の両側部には、函渠1の内側面3,5のうち、この函渠1の周面部4の内面側部7,8の下端縁に対応して上方に向けて屈曲した幅方向断面円弧状である円弧状の外縁面15が形成されている。   Specifically, the precast member 11 includes a bottom surface member 13 that is installed on the inner side surface 3 of the bottom 2 of the box 1 and covers the inner side surface 3. The bottom surface member 13 has an arcuate outer side surface 14 having an arc shape in the width direction corresponding to the inner side surface 3 of the bottom portion 2 of the box 1 among the inner side surfaces 3 and 5 of the box 1. And has a constant thickness over the width direction. Further, on both sides of the outer side surface 14 in the width direction, of the inner side surfaces 3 and 5 of the box 1, there is an upper side corresponding to the lower edge of the inner side parts 7 and 8 of the peripheral surface part 4 of the box 1. An arcuate outer edge surface 15 having a cross-sectional arc shape in the width direction that is bent toward is formed.

また、この底面部材13の幅方向の側縁である各外縁面15の縁部には、内側から外側に向けて下方に傾斜した載置部としての設置面である平坦な載置上面16がそれぞれ形成されている。これら載置上面16は、底面部材13の幅方向の端面であって、これら載置上面16が設けられている部分の底面部材13の法線方向に沿った平坦面に形成されている。具体的に、これら載置上面16は、函渠1の周面部4の内側面5のうちの、底面部材13の外縁面15の先端部が対向する位置の法線方向に沿って傾斜している。さらに、この底面部材13の外側面14の反対側である円弧状の中心側には、補修後の函渠1の底部となる幅方向断面凹弧状である円弧状の内側面17が形成されている。   Further, on the edge of each outer edge surface 15 which is a side edge in the width direction of the bottom surface member 13, there is a flat placement upper surface 16 which is a placement surface as a placement portion inclined downward from the inside toward the outside. Each is formed. These mounting top surfaces 16 are end surfaces in the width direction of the bottom surface member 13, and are formed on a flat surface along the normal direction of the bottom surface member 13 in a portion where the mounting top surface 16 is provided. Specifically, these mounting upper surfaces 16 are inclined along the normal direction of the position where the tip of the outer edge surface 15 of the bottom surface member 13 of the inner surface 5 of the peripheral surface portion 4 of the box 1 faces. Yes. Further, an arcuate inner side surface 17 having a concave cross-sectional shape in the width direction that forms the bottom of the box 1 after repair is formed on the arcuate center side opposite to the outer side surface 14 of the bottom member 13. Yes.

ここで、この底面部材13の奥行き方向の中心部には、この底面部材13の厚さ方向に向けて貫通した貫通孔18が形成されている。この貫通孔18は、図示しないグライトホースを挿入するためのものである。さらに、このグラウトホースは、底面部材13の外側面14と函渠1の内側面3,5との間に、液状のセメントペーストやモルタルなどの図示しないグラフトを注入するためのものである。   Here, a through hole 18 penetrating in the thickness direction of the bottom surface member 13 is formed at the center of the bottom surface member 13 in the depth direction. This through hole 18 is for inserting a glite hose (not shown). Further, this grout hose is for injecting a graft (not shown) such as liquid cement paste or mortar between the outer side surface 14 of the bottom member 13 and the inner side surfaces 3 and 5 of the box 1.

一方、この底面部材13の上部には、函渠1の周面部4の一対の内面側部7,8に対向して設置され、これら一対の内面側部7,8の内側面5を覆う断面円弧状の一対の側面部材21,22が積み重ねられて設置される。これら一対の側面部材21,22は、函渠1の内側面3,5のうち、この函渠1の水平方向である幅方向に位置した一対の内面側部7,8の内側面5に対応した幅方向断面円弧状である円弧面状の外側面23,24を有しており、底面部材13の厚さ寸法に等しい一定の厚さ寸法に幅方向に亘って形成されている。また、これら外側面23,24は、函渠1の周面部4のうち、この周面部4の幅方向の両側部の約3分の1の領域、すなわち内面側部7,8を覆うことができるように形成されている。   On the other hand, on the upper surface of the bottom surface member 13, a cross section is installed facing the pair of inner surface side portions 7, 8 of the peripheral surface portion 4 of the box 1 and covers the inner surface 5 of the pair of inner surface side portions 7, 8. A pair of arc-shaped side members 21 and 22 are stacked and installed. The pair of side surface members 21 and 22 correspond to the inner side surface 5 of the pair of inner surface side portions 7 and 8 positioned in the width direction which is the horizontal direction of the box 1 among the inner side surfaces 3 and 5 of the box 1. The outer side surfaces 23 and 24 having a circular arc shape having a circular cross section in the width direction are formed over the width direction so as to have a constant thickness dimension equal to the thickness dimension of the bottom surface member 13. Moreover, these outer side surfaces 23 and 24 cover about 1/3 area | region of the both sides of the width direction of this peripheral surface part 4 among the peripheral surface parts 4 of the box 1, ie, inner surface side parts 7 and 8. It is formed to be able to.

ここで、函渠1の水平方向とは、この函渠1が傾けられて設置され、地表面に対して傾斜している場合などであっても、この函渠1の底部2の内側面3の幅方向の両側縁のそれぞれを通過する方向に対して水平な方向をいう。   Here, the horizontal direction of the box 1 refers to the inner side surface 3 of the bottom 2 of the box 1 even when the box 1 is inclined and installed with respect to the ground surface. The horizontal direction with respect to the direction which passes through each of the both side edges of the width direction.

さらに、これら一対の側面部材21,22の外側面23,24の幅方向の一側縁である下側縁には、底面部材13の載置上面16に対応した形状であって、この載置上面16上に側面部材21,22を積み重ねて設置可能にさせる載置面としての載置下面25,26がそれぞれ設けられている。これら載置下面25,26は、一対の側面部材21,22の幅方向の側部のうち底面部材13の載置上面16に設置される側に設けられており、これら載置下面25,26が設けられている部分の各側面部材21,22の法線方向に沿った平坦面に形成されている。したがって、これら載置下面25,26は、各側面部材21,22の内側面29,30側から外側面23,24側に向けて下方に傾斜している。さらに、これら載置下面25,26は、函渠1の周面部4の内側面5のうちの一対の側面部材21,22の外側面23,24の下端縁が対向する位置の法線方向に沿って傾斜している。   Further, the lower side edge, which is one side edge of the outer side surfaces 23, 24 of the pair of side members 21, 22, has a shape corresponding to the mounting upper surface 16 of the bottom surface member 13, and this mounting On the upper surface 16, mounting lower surfaces 25 and 26 are provided as mounting surfaces on which the side members 21 and 22 can be stacked and installed. These mounting lower surfaces 25 and 26 are provided on the side of the pair of side surface members 21 and 22 in the width direction on the side installed on the mounting upper surface 16 of the bottom surface member 13, and these mounting lower surfaces 25 and 26 Is formed on a flat surface along the normal direction of each of the side members 21 and 22. Accordingly, the mounting lower surfaces 25 and 26 are inclined downward from the inner side surfaces 29 and 30 of the side members 21 and 22 toward the outer side surfaces 23 and 24, respectively. Furthermore, these mounting lower surfaces 25 and 26 are in the normal direction of the position where the lower end edges of the outer side surfaces 23 and 24 of the pair of side members 21 and 22 of the inner surface 5 of the peripheral surface portion 4 of the box 1 face each other. Inclined along.

また、これら一対の側面部材21,22の外側面23,24の幅方向の他側縁である上側縁には、これら一対の側面部材21,22を自立させた状態で、これら各側面部材21,22の外側面23,24側から内側面29,30側に向けて下方に傾斜した設置面としての平坦な載置上面27,28が形成されている。これら載置上面27,28は、一対の側面部材21,22の幅方向の側部のうちの底面部材13に設置される側の反対側に設けられている。さらに、これら一対の側面部材21,22の外側面23,24の反対側である円弧状の中心側には、補修後の函渠1の側面部となる幅方向断面円弧状の内側面29,30が形成されている。   In addition, the pair of side members 21 and 22 are supported on the upper side edge, which is the other side edge of the outer side surfaces 23 and 24 of the pair of side members 21 and 22, with the pair of side members 21 and 22 standing independently. , 22 are provided with flat mounting upper surfaces 27 and 28 as installation surfaces inclined downward from the outer surface 23, 24 side to the inner surface 29, 30 side. These placement upper surfaces 27 and 28 are provided on the side opposite to the side installed on the bottom surface member 13 of the side portions in the width direction of the pair of side surface members 21 and 22. Further, on the center side of the arc shape opposite to the outer surfaces 23, 24 of the pair of side members 21, 22, there is an inner side surface 29, arc-shaped in the width direction that becomes the side portion of the box 1 after repair. 30 is formed.

また、これら一対の側面部材21,22の上部には、函渠1の周面部4の内面上部6に対向して設置され、この内面上部6の内側面5を覆う断面円弧状の上面部材41が積み重ねられて設置される。この上面部材41は、函渠1の内側面3,5のうち、この函渠1の内面上部6の内側面5に対応した幅方向断面円弧状である円弧面状の外側面42を有しており、底面部材13および一対の側面部材21,22それぞれの厚さ寸法に等しい一定の厚さ寸法に幅方向に亘って形成されている。さらに、この外側面42は、函渠1の周面部4のうち、一対の側面部材21,22にて覆われる間の部分である周面部4の約3分の1の領域を覆うように形成されている。すなわち、この外側面42は、函渠1の周面部4のうち、この周面部4の上部に位置している内面上部6の内側面5を覆うように形成されている。   Further, on the upper part of the pair of side surface members 21 and 22, the upper surface member 41 having an arcuate cross section is provided so as to face the inner upper surface 6 of the peripheral surface portion 4 of the box 1 and covers the inner surface 5 of the inner upper surface 6. Are stacked and installed. The upper surface member 41 has an outer surface 42 having an arcuate surface shape having an arc shape in a cross section in the width direction corresponding to the inner surface 5 of the inner upper surface 6 of the box 1 among the inner surfaces 3 and 5 of the box 1. The bottom surface member 13 and the pair of side surface members 21 and 22 are formed to have a constant thickness dimension equal to the thickness dimension of the pair of side surface members 21 and 22 in the width direction. Further, the outer side surface 42 is formed so as to cover an area of about one third of the peripheral surface portion 4 which is a portion between the peripheral surface portions 4 of the box 1 and being covered by the pair of side surface members 21 and 22. Has been. That is, the outer side surface 42 is formed so as to cover the inner side surface 5 of the inner surface upper portion 6 located in the upper portion of the peripheral surface portion 4 in the peripheral surface portion 4 of the box 1.

さらに、この上面部材41の外側面42の幅方向の両側縁には、一対の側面部材21,22それぞれの内側面29,30を互いに対向させて向かい合わせた状態で、これら一対の側面部材21,22の載置上面27,28に対応した形状の載置面としての載置下面43,44がそれぞれ設けられている。これら載置下面43,44は、一対の側面部材21,22のそれぞれを底面部材13上に積み重ねた状態で、これら一対の側面部材21,22の載置上面27,28上に上面部材41を橋渡しさせて積み重ねて設置させて、これら一対の側面部材21,22を自立させる。具体的に、これら載置下面43,44は、上面部材41の外側面42側から内側面45側に向けて下方に傾斜した平坦面として形成されている。   Further, on both side edges in the width direction of the outer surface 42 of the upper surface member 41, the pair of side members 21 and 22 are opposed to each other so that the inner surfaces 29 and 30 of the pair of side members 21 and 22 face each other. , 22 are provided as mounting surfaces with shapes corresponding to the mounting surfaces 27, 28, respectively. The mounting lower surfaces 43 and 44 are formed by placing the upper surface member 41 on the mounting upper surfaces 27 and 28 of the pair of side surface members 21 and 22 in a state where the pair of side surface members 21 and 22 are stacked on the bottom surface member 13, respectively. The pair of side members 21 and 22 are self-supported by being bridged and stacked and installed. Specifically, the mounting lower surfaces 43 and 44 are formed as flat surfaces inclined downward from the outer surface 42 side of the upper surface member 41 toward the inner surface 45 side.

また、この上面部材41の奥行き方向の中心部には、グラウトホースを挿入するための貫通孔18が設けられている。さらに、この上面部材41の外側面42の反対側である円弧状の中心側には、補修後の函渠1の上部となる幅方向断面円弧状の内側面45が形成されている。   A through hole 18 for inserting a grout hose is provided at the center of the upper surface member 41 in the depth direction. Further, an arcuate inner side surface 45 having a cross section in the width direction, which is an upper portion of the box 1 after repair, is formed on the arcuate center side opposite to the outer side surface 42 of the upper surface member 41.

一方、プレキャスト部材11の底面部材13、一対の側面部材21,22および上面部材41のそれぞれは、これら底面部材13、一対の側面部材21,22および上面部材41それぞれの函渠1内への搬入および据え付けを容易にさせる保持装置としての搬入据付手段であるフレーム体51にて取り外し可能に連結されている。このフレーム体51は、プレキャスト部材11の底面部材13の内側面17に幅方向に亘って取り外し可能に取り付けられる底部フレーム52を備えている。この底部フレーム52は、この底部フレーム52と底面部材13の内側面17との間に所定の間隔を空けて緩衝部材としてのシート状のゴムパッド53を挟んだ状態で、例えばボルトなどにて底面部材13の内側面17に幅方向に亘って取り外し可能に固定されている。ここで、このゴムパッド53は、例えば10mmほどの厚さ寸法に形成されている。また、底部フレーム52は、この底部フレーム52の長手方向を底面部材13の内側面17の幅方向に沿った円弧状に湾曲させて形成されている。さらに、この底部フレーム52は、この底部フレーム52の長手方向の両端部が底面部材13の内側面17の幅方向の両端縁に位置するように形成されている。   On the other hand, the bottom member 13, the pair of side members 21, 22 and the top member 41 of the precast member 11 are carried into the box 1 with the bottom member 13, the pair of side members 21, 22 and the top member 41, respectively. The frame body 51, which is a carrying-in installation means as a holding device that facilitates installation, is detachably connected. The frame body 51 includes a bottom frame 52 that is detachably attached to the inner side surface 17 of the bottom surface member 13 of the precast member 11 in the width direction. The bottom frame 52 has a sheet-like rubber pad 53 as a cushioning member sandwiched between the bottom frame 52 and the inner surface 17 of the bottom surface member 13 with a predetermined space therebetween. It is fixed to the inner side surface 17 of 13 so that removal is possible over the width direction. Here, the rubber pad 53 is formed to have a thickness dimension of about 10 mm, for example. The bottom frame 52 is formed by curving the longitudinal direction of the bottom frame 52 in an arc shape along the width direction of the inner surface 17 of the bottom member 13. Further, the bottom frame 52 is formed such that both ends in the longitudinal direction of the bottom frame 52 are positioned at both edges in the width direction of the inner surface 17 of the bottom member 13.

さらに、この底部フレーム52の内側には、この底部フレーム52の長手方向の両端部に両端部が連結された直線状の長手方向を有する基礎フレーム54が取り付けられている。この基礎フレーム54は、この基礎フレーム54の長手方向を底部フレーム52の湾曲した長手方向に沿わせた状態で、この底部フレーム52に取り付けられている。   Further, a base frame 54 having a linear longitudinal direction in which both ends are connected to both ends in the longitudinal direction of the bottom frame 52 is attached to the inside of the bottom frame 52. The foundation frame 54 is attached to the bottom frame 52 in a state where the longitudinal direction of the foundation frame 54 is aligned with the curved longitudinal direction of the bottom frame 52.

また、この底部フレーム52の長手方向の両端部は、プレキャスト部材11の一対の側面部材21,22の内側面29,30に幅方向に亘って取り外し可能に取り付けられる一対の側部フレーム55,56の長手方向の一端部である下端部に回動可能に連結されている。これら一対の側部フレーム55,56は、これら一対の側部フレーム55,56の下端部が、底部フレーム52に対して上下方向、すなわち垂直方向に沿って回動可能に連結されている。   Further, both ends in the longitudinal direction of the bottom frame 52 are paired with a pair of side frames 55 and 56 that are detachably attached to the inner side surfaces 29 and 30 of the pair of side members 21 and 22 of the precast member 11 in the width direction. It is connected with the lower end part which is one end part of the longitudinal direction of this so that rotation is possible. The pair of side frames 55 and 56 are coupled such that the lower ends of the pair of side frames 55 and 56 are rotatable with respect to the bottom frame 52 in the vertical direction, that is, in the vertical direction.

また、これら一対の側部フレーム55,56は、これら一対の側部フレーム55,56と各側面部材21,22の内側面29,30との間に所定の間隔を空けてゴムパッド53を挟んだ状態で、例えばボルトなどにて各側面部材21,22の内側面29,30に幅方向に亘って取り外し可能に固定される。したがって、これら一対の側部フレーム55,56は、一対の側面部材21,22それぞれの幅方向の下端縁を、底部フレーム52に取り付けられている底面部材13の幅方向の両側縁に対して上下方向に回動可能に保持する。   Further, the pair of side frames 55, 56 sandwich the rubber pad 53 with a predetermined gap between the pair of side frames 55, 56 and the inner side surfaces 29, 30 of the side members 21, 22. In this state, for example, bolts or the like are detachably fixed to the inner side surfaces 29 and 30 of the side surface members 21 and 22 in the width direction. Therefore, the pair of side frames 55, 56 has the lower end edge in the width direction of each of the pair of side members 21, 22 up and down with respect to both side edges in the width direction of the bottom member 13 attached to the bottom frame 52. Holds in the direction of rotation.

そして、これら一対の側部フレーム55,56は、これら一対の側部フレーム55,56それぞれの長手方向を各側面部材21,22の内側面29,30の幅方向に沿った円弧状に湾曲させて形成されている。また、これら一対の側部フレーム55,56は、これら一対の側部フレーム55,56の長手方向の他端部である上端部が各側面部材21,22の内側面29,30の幅方向の他端部である上端部までに亘って位置するように形成されている。   Then, the pair of side frames 55 and 56 bend the longitudinal directions of the pair of side frames 55 and 56 in an arc shape along the width direction of the inner side surfaces 29 and 30 of the side members 21 and 22, respectively. Is formed. In addition, the pair of side frames 55 and 56 has an upper end that is the other end in the longitudinal direction of the pair of side frames 55 and 56 in the width direction of the inner side surfaces 29 and 30 of the side members 21 and 22. It is formed so as to be located over the upper end which is the other end.

さらに、これら一対の側部フレーム55,56の長手方向の中心部には、伸縮可能な伸縮手段としての油圧シリンダ57,58の一端部が上下方向である垂直方向に向けて回動可能にそれぞれ連結されている。これら油圧シリンダ57,58は、例えば400mmほどの伸縮幅、すなわちストロークを有するように形成されており、函渠1内に予め設置させたコンプレッサAに接続されて、これら油圧シリンダ57,58が伸縮操作される。さらに、これら油圧シリンダ57,58の他端部は、基礎フレーム54の長手方向の中心部から、この長手方向の両端側に向けて所定の間隔ほど等間隔に離間させた位置に上下方向である垂直方向に向けて回動可能にそれぞれ連結されている。   Further, at the center of the pair of side frames 55 and 56 in the longitudinal direction, one end portions of hydraulic cylinders 57 and 58 as extendable expansion / contraction means are respectively rotatable in the vertical direction which is the vertical direction. It is connected. These hydraulic cylinders 57 and 58 are formed to have an expansion / contraction width, that is, a stroke of about 400 mm, for example, and are connected to a compressor A previously installed in the box 1 so that the hydraulic cylinders 57 and 58 expand and contract. Operated. Further, the other end portions of the hydraulic cylinders 57 and 58 are in the vertical direction at positions spaced apart at equal intervals from the center portion in the longitudinal direction of the base frame 54 toward both ends in the longitudinal direction. Each is connected so as to be rotatable in the vertical direction.

また、この基礎フレーム54のうち油圧シリンダ57,58の他端部が連結されている部分の間には、上下方向に沿った直線状の長手方向を有する一対の縦フレーム61,62が並設されている。これら縦フレーム61,62は、基礎フレーム54の長手方向に直交する長手方向を有しており、これら縦フレーム61,62の長手方向の一端部である下端部が底部フレーム52の長手方向の中心部から等間隔に離間させた位置に連結されて固定されている。これら縦フレーム61,62は、函渠1の内側面3,5の上下方向の高さ寸法より小さな長さ寸法に形成されている。   In addition, a pair of vertical frames 61 and 62 having a linear longitudinal direction along the vertical direction are juxtaposed between portions of the basic frame 54 where the other ends of the hydraulic cylinders 57 and 58 are connected. Has been. These vertical frames 61 and 62 have a longitudinal direction orthogonal to the longitudinal direction of the base frame 54, and the lower end, which is one longitudinal end of the vertical frames 61 and 62, is the center of the bottom frame 52 in the longitudinal direction. It is connected and fixed at a position spaced apart from the part at equal intervals. These vertical frames 61 and 62 are formed to have a length dimension smaller than the vertical dimension of the inner side surfaces 3 and 5 of the box 1.

さらに、これら縦フレーム61,62の長手方向の他端部である上端側には、これら縦フレーム61,62間を橋渡すように連結させる連結フレーム63が取り付けられている。この連結フレーム63は、一対の縦フレーム61,62の長手方向に直交する長手方向を有している。そして、この連結フレーム63上の長手方向の中心部には、昇降可能な昇降手段としての油圧シリンダ64が取り付けられている。この油圧シリンダ64は、例えば100mmほどの昇降幅、すなわちストロークを有するように形成されており、函渠1内に予め設置させたコンプレッサAに接続されて、この油圧シリンダ64が昇降操作される。さらに、この油圧シリンダ64の上端部には、上部フレーム65の幅方向の中心部が連結されて固定されている。   Further, a connecting frame 63 for connecting the vertical frames 61 and 62 so as to bridge the vertical frames 61 and 62 is attached to the upper end side which is the other end portion in the longitudinal direction of the vertical frames 61 and 62. The connecting frame 63 has a longitudinal direction orthogonal to the longitudinal direction of the pair of vertical frames 61 and 62. A hydraulic cylinder 64 is attached to the center of the connecting frame 63 in the longitudinal direction as lifting / lowering means. The hydraulic cylinder 64 is formed to have an elevation width, that is, a stroke of about 100 mm, for example, and is connected to a compressor A previously installed in the box 1 so that the hydraulic cylinder 64 is moved up and down. Further, the central portion of the upper frame 65 in the width direction is connected and fixed to the upper end portion of the hydraulic cylinder 64.

この上部フレーム65は、プレキャスト部材11の上面部材41の内側面45に幅方向に亘って取り外し可能に取り付けられる。そして、この上部フレーム65は、この上部フレーム65と上面部材41の内側面45との間に所定の間隔を空けてシート状のゴムパッド53を挟んだ状態で、例えばボルトなどにて上面部材41の内側面45に幅方向に亘って取り外し可能に固定される。また、この上部フレーム65は、この上部フレーム65の長手方向を上面部材41の内側面45の幅方向に沿った円弧状に湾曲させて形成されている。さらに、この上部フレーム65は、この上部フレーム65の長手方向の両端部が上面部材41の内側面45の幅方向の両端縁より内側に位置するように形成されている。   The upper frame 65 is detachably attached to the inner side surface 45 of the upper surface member 41 of the precast member 11 in the width direction. Then, the upper frame 65 has a sheet-like rubber pad 53 sandwiched between the upper frame 65 and the inner surface 45 of the upper surface member 41 with a predetermined gap therebetween. Removably fixed to the inner side surface 45 across the width direction. The upper frame 65 is formed by curving the longitudinal direction of the upper frame 65 in an arc shape along the width direction of the inner surface 45 of the upper surface member 41. Further, the upper frame 65 is formed such that both end portions in the longitudinal direction of the upper frame 65 are positioned inside both end edges in the width direction of the inner side surface 45 of the upper surface member 41.

さらに、一対の縦フレーム61,62の長手方向の中間部は、これら縦フレーム61,62の長手方向に直交する長手方向を有する吊上フレーム66が取り付けられている。この吊上フレーム66は、この吊上フレーム66の長手方向の中心部が、一対の縦フレーム61,62に連結されて固定されている。また、この吊上フレーム66は、一対の側部フレーム55,56のそれぞれを内側に向けて回動させた状態で、これら一対の側部フレーム55,56の内側面が吊上フレーム66の両端部に接触しないように、基礎フレーム54の長さ寸法より小さな長さ寸法に形成されている。さらに、この吊上フレーム66は、この吊上フレーム66の長手方向を、基礎フレーム54の長手方向に沿わせた状態で取り付けられている。   Further, a lifting frame 66 having a longitudinal direction perpendicular to the longitudinal direction of the vertical frames 61 and 62 is attached to an intermediate portion in the longitudinal direction of the pair of vertical frames 61 and 62. The lifting frame 66 has a central portion in the longitudinal direction of the lifting frame 66 connected and fixed to a pair of vertical frames 61 and 62. In addition, the lifting frame 66 is configured such that the inner side surfaces of the pair of side frames 55 and 56 are opposite to the ends of the lifting frame 66 in a state where the pair of side frames 55 and 56 are rotated inward. It is formed in a length dimension smaller than the length dimension of the base frame 54 so as not to contact the part. Further, the lifting frame 66 is attached in a state where the longitudinal direction of the lifting frame 66 is aligned with the longitudinal direction of the basic frame 54.

そして、この吊上フレーム66の下端部には、側面視矩形枠状の係止部としての一対のリフトケース67,68が取り付けられている。これら一対のリフトケース67,68は、吊上フレーム66の長手方向の中心部から、この長手方向の両端側に向けて等間隔に離間させた位置に取り付けられている。すなわち、これら一対のリフトケース67,68は、図3に示す作業機械としてのフォークリフトBの前面に取り付けられ上下方向に昇降可能な一対のフォークCが挿入される挿入係止穴である。   A pair of lift cases 67 and 68 are attached to the lower end portion of the lifting frame 66 as a locking portion having a rectangular frame shape in a side view. The pair of lift cases 67 and 68 are attached at positions spaced from the central portion in the longitudinal direction of the lifting frame 66 at equal intervals toward both ends in the longitudinal direction. That is, the pair of lift cases 67 and 68 are insertion locking holes into which a pair of forks C attached to the front surface of the forklift B as a work machine shown in FIG.

ここで、このフォークリフトBは、函渠1内の底部2の内側面3上を走行できるように構成されている。そして、このフォークリフトBの前側上部には、このフォークリフトBを運転操作するための運転席Dが設けられており、この運転席Dの前側に上下方向に沿った長手方向を有する一対のマストEが前後方向に揺動可能に取り付けられている。さらに、これら一対のマストEには、一対のフォークCが上下方向に向けて移動可能、すなわち昇降可能に取り付けられている。   Here, the forklift B is configured to be able to travel on the inner side surface 3 of the bottom 2 in the box 1. A driver's seat D for operating the forklift B is provided at the front upper portion of the forklift B. A pair of masts E having a longitudinal direction along the vertical direction are provided on the front side of the driver's seat D. It is attached so that it can swing in the front-rear direction. Further, a pair of forks C is attached to the pair of masts E so as to be movable in the vertical direction, that is, to be able to move up and down.

次に、上記一実施の形態の補修方法を図5を参照しながら説明する。   Next, the repair method of the above embodiment will be described with reference to FIG.

まず、立て坑形成工程として、補修が必要な既設の函渠1の所定位置に図示しない立て坑を形成する。この後、この函渠1の立て坑に近接した地表面に図示しないクレーンを設置する(ステップ1)。   First, as a shaft forming process, a shaft not shown is formed at a predetermined position of an existing box 1 that needs repair. Thereafter, a crane (not shown) is installed on the ground surface close to the shaft of the box 1 (step 1).

そして、コンプレッサ搬入工程として、このクレーンにてコンプレッサAを吊り上げ、このコンプレッサAを立て坑から函渠1内へ搬入する。この後、このコンプレッサAを人力にて押して函渠1内の所定位置である据付開始位置の近傍へ移動する(ステップ2)。   And as a compressor carrying-in process, the compressor A is lifted with this crane, and this compressor A is carried into the box 1 from a shaft. Thereafter, the compressor A is manually pushed to move to the vicinity of the installation start position which is a predetermined position in the box 1 (step 2).

この後、フォークリフト搬入工程として、フォークリフトBをクレーンにて吊り上げて、このフォークリフトBを立て坑から函渠1内へ搬入して、このフォークリフトを函渠1内の底部2の内側面3上に走行可能に設置する(ステップ3)。   After that, as a forklift carrying-in process, the forklift B is lifted by a crane, the forklift B is carried into the box 1 from the vertical shaft, and the forklift runs on the inner side surface 3 of the bottom 2 in the box 1. Install as possible (step 3).

次いで、搬入準備工程として、プレキャスト部材11のプレキャスト部材11の一対の側面部材21,22の内側面29,30を互いに向かい合わせつつ、これら一対の側面部材21,22の内側面29,30に底面部材13および上面部材41それぞれの内側面17,45を向かい合わせた状態となるように、これら底面部材13、一対の側面部材21,22および上面部材41のそれぞれが底部フレーム52、一対の側部フレーム55,56および上部フレーム65のそれぞれに取り付けられて保持された所定数のフレーム体51を準備する(ステップ4)。   Next, as a carry-in preparation step, the inner surfaces 29, 30 of the pair of side members 21, 22 of the precast member 11 of the precast member 11 face each other, and the bottom surfaces of the inner surfaces 29, 30 of the pair of side members 21, 22 The bottom member 13, the pair of side members 21, 22 and the top member 41 are each a bottom frame 52 and a pair of side portions so that the inner surfaces 17, 45 of the member 13 and the top member 41 face each other. A predetermined number of frame bodies 51 attached to and held by each of the frames 55 and 56 and the upper frame 65 are prepared (step 4).

このとき、これらフレーム体51の油圧シリンダ57,58を図示しないコンプレッサにて縮退操作して、図2に示すように、一対の側部フレーム55,56のそれぞれを対向する側である内側に向けて回動させて折り曲げ操作して、これら一対の側部フレーム55,56に固定されている一対の側面部材21,22の間隔を、函渠1内の水平方向の幅寸法より小さな間隔寸法にする。   At this time, the hydraulic cylinders 57 and 58 of the frame body 51 are contracted by a compressor (not shown), and as shown in FIG. 2, the pair of side frames 55 and 56 are directed to the inner side as opposed sides. The distance between the pair of side members 21 and 22 fixed to the pair of side frames 55 and 56 is made smaller than the horizontal dimension in the box 1 To do.

この後、このフレーム体51の油圧シリンダ64をコンプレッサにて縮退操作して、上部フレーム65を下方に移動させて、この上部フレーム65を一対の側部フレーム55,56上に位置させるとともに、この上部フレーム65に固定されている上面部材41と底面部材13との間隔を、函渠1内の高さ寸法より小さな間隔寸法して、このフレーム体51を函渠1内に搬入可能な状態にする。   Thereafter, the hydraulic cylinder 64 of the frame body 51 is retracted by a compressor to move the upper frame 65 downward so that the upper frame 65 is positioned on the pair of side frames 55 and 56. The space between the upper surface member 41 and the bottom surface member 13 fixed to the upper frame 65 is made smaller than the height in the box 1 so that the frame body 51 can be carried into the box 1. To do.

すなわち、プレキャスト部材11の一対の側面部材21,22それぞれの外側面23,24は、函渠1の内側面5のうちの水平方向の対向する部分に対応した円弧状に形成されている。また、このプレキャスト部材11の底面部材13の外側面14は、函渠1の内側面3のうちの一対の側面部材21,22の外側面23,24を対応させた部分の間の下部に対応した円弧状に形成されている。さらに、このプレキャスト部材11の上面部材41の外側面42は、函渠1内側面5のうちの一対の側面部材21,22の外側面23,24を対応させた部分の間の上部に対応した円弧状に形成されている。   That is, the outer side surfaces 23 and 24 of each of the pair of side surface members 21 and 22 of the precast member 11 are formed in an arc shape corresponding to the horizontally opposed portions of the inner side surface 5 of the box 1. Further, the outer side surface 14 of the bottom member 13 of the precast member 11 corresponds to the lower part between the portions of the inner side surface 3 of the box 1 corresponding to the outer side surfaces 23 and 24 of the pair of side surface members 21 and 22. It is formed in a circular arc shape. Further, the outer side surface 42 of the upper surface member 41 of the precast member 11 corresponds to the upper portion between the portions of the inner side surface 5 of the box 1 corresponding to the outer side surfaces 23 and 24 of the pair of side surface members 21 and 22. It is formed in an arc shape.

この状態で、搬入工程として、このフレーム体51をクレーンにて吊り上げて、このフレーム体51を立て坑から函渠1内へ挿入してから、このフレーム体51の底部フレーム52に取り付けられている底面部材13の高さ位置を函渠1の底部2の内側面3より上方に移動させた状態で、この函渠1内でフレーム体51を搬送し、この函渠1内の底部2の内側面3上に設置する(ステップ5)。   In this state, as a carrying-in process, the frame body 51 is lifted by a crane, and the frame body 51 is inserted into the box 1 from the shaft and then attached to the bottom frame 52 of the frame body 51. With the height position of the bottom member 13 moved above the inner side surface 3 of the bottom 2 of the box 1, the frame body 51 is transported in the box 1, and the inside of the bottom 2 in the box 1 is Install on side 3 (step 5).

次いで、搬送工程として、この函渠1内に予め設置したフォークリフトBを運転操作して、このフォークリフトBの一対のフォークCを、フレーム体51の一対のリフトケース67,68に挿入して係止させてから、これらフォークCを昇操作させて、フレーム体51を函渠1の底部2の内側面3上から吊り上げる。   Next, as a transporting process, the forklift B installed in the box 1 is operated and the pair of forks C of the forklift B are inserted into the pair of lift cases 67 and 68 of the frame 51 and locked. Then, the fork C is lifted to lift the frame body 51 from the inner side surface 3 of the bottom 2 of the box 1.

この状態で、図3に示すように、このフォークリフトBを運転して函渠1の底部2の内側面3上を走行させて、このフォークリフトBのフォークCにて吊り上げたフレーム体51を、このフレーム体51に取り付けられているプレキャスト部材11の設置位置へ移動して搬送する(ステップ6)。   In this state, as shown in FIG. 3, the forklift B is operated to run on the inner side surface 3 of the bottom 2 of the box 1, and the frame body 51 lifted by the fork C of the forklift B is The precast member 11 attached to the frame body 51 is moved to the installation position of the precast member 11 (step 6).

次いで、底部設置工程として、このフォークリフトBのフォークCを降操作させて、このフォークCが各リフトケース67,68に挿入されたフレーム体51に取り付けられているプレキャスト部材11の底面部材13を下方に移動させて、この底面部材13を函渠1の底部2の内側面3上に設置して、このプレキャスト部材11の底面部材13を、函渠1の底部2の内側面3上に設置して据え付ける(ステップ7)。   Next, as a bottom installation step, the fork C of the forklift B is lowered and the bottom member 13 of the precast member 11 attached to the frame body 51 inserted into the lift cases 67 and 68 is moved downward. The bottom member 13 is set on the inner side surface 3 of the bottom 2 of the box 1 and the bottom member 13 of the precast member 11 is set on the inner side 3 of the bottom 2 of the box 1. (Step 7).

この後、上部設置工程として、このフォークリフトBを運転して後方に移動させて、このフォークリフトBの一対のフォークCをフレーム体51のリフトケース67,68から抜く。   Thereafter, as the upper installation step, the forklift B is operated and moved rearward, and the pair of forks C of the forklift B are removed from the lift cases 67 and 68 of the frame body 51.

さらに、函渠1内に予め搬入したコンプレッサAを、フレーム体51の油圧シリンダ64に接続して伸張操作して、このフレーム体51の上部フレーム65を上方に移動させ、図4に示すように、この上部フレーム65に取り付けられている上面部材41と底面部材13との間隔寸法を大きくしていき、この上面部材41の外側面42を函渠1の周面部4の内面上部6の内側面5に対向させて被覆して、この上面部材41を、函渠1の周面部4の内面上部6の内側面5に設置して据え付ける(ステップ8)。   Further, the compressor A previously loaded into the box 1 is connected to the hydraulic cylinder 64 of the frame body 51 and extended, and the upper frame 65 of the frame body 51 is moved upward, as shown in FIG. The distance between the upper surface member 41 and the bottom surface member 13 attached to the upper frame 65 is increased, and the outer surface 42 of the upper surface member 41 is used as the inner surface of the inner surface upper portion 6 of the peripheral surface portion 4 of the box 1. The upper surface member 41 is installed and installed on the inner side surface 5 of the inner surface upper portion 6 of the peripheral surface portion 4 of the box 1 (step 8).

この状態で、側部設置工程として、このコンプレッサAを、フレーム体51の油圧シリンダ57,58に接続して伸張操作して、このフレーム体51の各側部フレーム55,56のそれぞれを函渠1側である外側に向けて回動させて、これら各側部フレーム55,56に取り付けられている各側面部材21,22の間隔寸法を搬送工程時の間隔寸法より大きくしていく。   In this state, as a side part installation step, the compressor A is connected to the hydraulic cylinders 57 and 58 of the frame body 51 and extended to operate the side frames 55 and 56 of the frame body 51 respectively. The distance between the side members 21 and 22 attached to the side frames 55 and 56 is made larger than the distance at the time of the conveyance process by rotating toward the outside which is one side.

そして、図1に示すように、これら各側面部材21,22の外側面23,24を、函渠1の周面部4の各内面側部7,8の内側面5に対向させて被覆して、これら側面部材21,22を、函渠1の周面部4の内面側部7,8の内側面5に設置して据え付ける(ステップ9)。   Then, as shown in FIG. 1, the outer side surfaces 23 and 24 of the side members 21 and 22 are covered so as to face the inner side surfaces 5 of the inner surface side portions 7 and 8 of the peripheral surface portion 4 of the box 1. These side members 21 and 22 are installed and installed on the inner side surfaces 5 of the inner surface side portions 7 and 8 of the peripheral surface portion 4 of the box 1 (step 9).

このとき、これら側面部材21,22の各載置下面25,26が底面部材13の各載置上面16に重ね合わされて積み重ねられるとともに、これら側面部材21,22の各載置上面27,28が上面部材41の各載置下面43,44に重ね合わされて積み重ねられ、この上面部材41が一対の側面部材21,22の載置上面27,28間に橋渡しされるように設置されて、これら底面部材13、一対の側面部材21,22および上面部材41が函渠1の内側面3,5に押し付けられつつ、この函渠1内で自立した状態に設置される。   At this time, the respective mounting lower surfaces 25 and 26 of these side members 21 and 22 are overlapped and stacked on the respective mounting upper surfaces 16 of the bottom member 13, and the respective mounting upper surfaces 27 and 28 of these side members 21 and 22 are stacked. The upper surface member 41 is stacked and stacked on the respective mounting lower surfaces 43 and 44, and the upper surface member 41 is installed so as to be bridged between the mounting upper surfaces 27 and 28 of the pair of side surface members 21 and 22. The member 13, the pair of side surface members 21 and 22, and the upper surface member 41 are installed in a self-supporting state in the box 1 while being pressed against the inner side surfaces 3 and 5 of the box 1.

この状態で、フレーム取外工程として、フレーム体51の底部フレーム52、一対の側部フレーム55,56および上部フレーム65のそれぞれを、底面部材13、一対の側面部材21,22および上面部材41のそれぞれから取り外す。   In this state, as the frame removing step, the bottom frame 52, the pair of side frames 55, 56 and the upper frame 65 of the frame body 51 are respectively connected to the bottom member 13, the pair of side members 21, 22 and the top member 41. Remove from each.

次いで、このフレーム体51の各油圧シリンダ57,58,64のそれぞれを順次縮退操作して、一対の側部フレーム55,56を内側に回動させてから、上部フレーム65を下方に移動させる(ステップ10)。   Next, the hydraulic cylinders 57, 58, 64 of the frame body 51 are sequentially retracted to turn the pair of side frames 55, 56 inward, and then the upper frame 65 is moved downward ( Step 10).

この後、フレーム搬出工程として、このフレーム体51をフォークリフトBにて移動させて、このフレーム体51を函渠1内から搬出させ、このフレーム体51が取り付けられていたプレキャスト部材11のみが函渠1内の所定の位置に設置される(ステップ11)。   Thereafter, as a frame unloading step, the frame body 51 is moved by the forklift B, the frame body 51 is unloaded from the box 1, and only the precast member 11 to which the frame body 51 is attached is the box. It is installed at a predetermined position in 1 (step 11).

次いで、連続工程として、このプレキャスト部材11とは別個のプレキャスト部材11も同様に、上記ステップ5ないしステップ11の搬入および据え付け操作をして、函渠1内に設置されているプレキャスト部材11に連続して設置させて据え付けるとともに、これらプレキャスト部材11からフレーム体51を取り外して函渠1内から搬出する(ステップ12)。   Next, as a continuous process, the precast member 11 that is separate from the precast member 11 is also loaded and installed in the above-described steps 5 to 11 and continuously connected to the precast member 11 installed in the box 1. The frame body 51 is removed from the precast member 11 and carried out of the box 1 (step 12).

そして、グラウト注入工程として、この函渠1内に所定数のプレキャスト部材11が連続して据え付けられた状態で、これら各プレキャスト部材11の貫通孔18にグラウトホースを挿入し、これらグラウトホースからプレキャスト部材11の底面部材13、一対の側面部材21,22および上面部材41それぞれの外側面14,23,24,42と函渠1の内側面3,5との間にグラウトを注入して、これらの底面部材13、一対の側面部材21,22および上面部材41のそれぞれを函渠1の内側面3,5に一体化させて固定する(ステップ13)。   Then, as a grout injection step, with a predetermined number of precast members 11 continuously installed in the box 1, grout hoses are inserted into the through holes 18 of the respective precast members 11, and precast from these grout hoses. The grout is injected between the bottom surface member 13 of the member 11, the pair of side surface members 21, 22 and the outer side surfaces 14, 23, 24, 42 of the top surface member 41 and the inner side surfaces 3, 5 of the box 1, respectively. The bottom member 13, the pair of side members 21, 22 and the top member 41 are integrated and fixed to the inner surfaces 3, 5 of the box 1 (step 13).

この後、搬出工程として、この函渠1内からフォークリフトBやコンプレッサAを搬出してから(ステップ14)、立て坑閉鎖工程として、この函渠1に形成した立て坑を閉じて(ステップ15)、この函渠1の補修作業を完了する(ステップ16)。   After this, the forklift B and the compressor A are unloaded from the box 1 as a carry-out process (step 14), and the shaft formed in the box 1 is closed as a shaft closing process (step 15). The repair work of box 1 is completed (step 16).

上述したように、上記一実施の形態によれば、函渠1の内側面3,5を被覆して補修するためのプレキャスト部材11を、底面部材13と、一対の側面部材21,22と、上面部材41とに分割して形成した。このことから、これら底面部材13、一対の側面部材21,22および上面部材41をフレーム体51にて連結させて、一対の側面部材21,22の間隔寸法を、函渠1の幅寸法より小さくするとともに、底面部材13と上面部材41との間隔寸法を、函渠1内の高さ寸法より小さくすることにより、これら底面部材13、一対の側面部材21,22および上面部材41のそれぞれを一度に函渠1内に搬入できる。したがって、これら底面部材13、一対の側面部材21,22および上面部材41にて構成されたプレキャスト部材11の函渠1内への搬送作業を容易にできる。   As described above, according to the embodiment, the precast member 11 for covering and repairing the inner side surfaces 3 and 5 of the box 1 is composed of the bottom surface member 13, the pair of side surface members 21 and 22, The upper surface member 41 was divided and formed. Therefore, the bottom member 13, the pair of side members 21, 22 and the top member 41 are connected by the frame body 51 so that the distance between the pair of side members 21, 22 is smaller than the width of the box 1. At the same time, by making the distance between the bottom member 13 and the top member 41 smaller than the height in the box 1, each of the bottom member 13, the pair of side members 21, 22 and the top member 41 is once. Can be carried into Hakodate 1. Accordingly, it is possible to easily carry the precast member 11 constituted by the bottom surface member 13, the pair of side surface members 21 and 22, and the top surface member 41 into the box 1.

また、このプレキャスト部材11の底面部材13上に設置したフレーム体51の一対の側部フレーム55,56を回動可能とし、これら一対の側部フレーム55,56に側面部材21,22を取り外し可能に固定させ、このフレーム体51の昇降可能な上部フレーム65に上面部材41を取り外し可能に固定させて、これら底面部材13、一対の側面部材21,22および上面部材41のそれぞれをフレーム体51にて取り外し可能に連結させた。   Further, the pair of side frames 55 and 56 of the frame body 51 installed on the bottom member 13 of the precast member 11 can be rotated, and the side members 21 and 22 can be detached from the pair of side frames 55 and 56. The upper surface member 41 is detachably fixed to the upper frame 65 that can be moved up and down of the frame body 51, and each of the bottom surface member 13, the pair of side surface members 21, 22 and the upper surface member 41 is attached to the frame body 51. And removably connected.

この結果、このフレーム体51の一対の側部フレーム55,56を内側に回動させるとともに、このフレーム体51の上部フレーム65を下方に移動させるだけで、このフレーム体51とともに底面部材13、一対の側面部材21,22および上面部材41のそれぞれの相対的な位置関係を保持しつつ、これら底面部材13、一対の側面部材21,22および上面部材41を一度に函渠1内に搬入できる。   As a result, the pair of side frames 55 and 56 of the frame body 51 are rotated inward, and the upper frame 65 of the frame body 51 is moved downward. The bottom member 13, the pair of side members 21, 22 and the top member 41 can be carried into the box 1 at a time while maintaining the relative positional relationship between the side members 21 and 22 and the top member 41.

さらに、この函渠1内にフレーム体51を搬入してから、このフレーム体51の一対の側部フレーム55,56を外側に向けて回動させることにより、これら一対の側部フレーム55,56に固定されている側面部材21,22のそれぞれを函渠1の周面部4の各内面側部7,8の内側面5に設置できる。また、このフレーム体51の上部フレーム65を上方に移動させることにより、この上部フレーム65に固定されている上面部材41を函渠1の周面部4の内面上部6の内側面5に設置できる。   Further, after the frame body 51 is carried into the box 1, the pair of side frames 55 and 56 of the frame body 51 are rotated outwardly, thereby the pair of side frames 55 and 56. Each of the side members 21 and 22 fixed to the inner surface 5 of each inner surface side portion 7 and 8 of the peripheral surface portion 4 of the box 1 can be installed. Further, by moving the upper frame 65 of the frame body 51 upward, the upper surface member 41 fixed to the upper frame 65 can be installed on the inner side surface 5 of the inner surface upper portion 6 of the peripheral surface portion 4 of the box 1.

したがって、底面部材13を函渠1内の所定位置に設置する作業と、このフレーム体51の一対の側部フレーム55,56の回動操作と、このフレーム体51の上部フレーム65の昇操作とによって、プレキャスト部材11の底面部材13を函渠1の底部2の内側面3上に設置できるとともに、このプレキャスト部材11の一対の側面部材21,22および上面部材41のそれぞれを函渠1の周面部4の内側面5を覆うように設置できる。よって、これら一対の側面部材21,22および上面部材41それぞれの函渠1の内側面5への設置作業を容易にできる。   Therefore, the operation of installing the bottom member 13 at a predetermined position in the box 1, the turning operation of the pair of side frames 55, 56 of the frame body 51, and the raising operation of the upper frame 65 of the frame body 51 Thus, the bottom member 13 of the precast member 11 can be installed on the inner side surface 3 of the bottom 2 of the box 1, and the pair of side members 21 and 22 and the upper surface member 41 of the precast member 11 are respectively connected to the periphery of the box 1. It can be installed so as to cover the inner surface 5 of the surface part 4. Therefore, it is possible to easily install the pair of side surface members 21 and 22 and the upper surface member 41 on the inner surface 5 of the box 1.

以上から、これら底面部材13、一対の側面部材21,22および上面部材41にて構成されたプレキャスト部材11の函渠1内への搬入作業を容易にできるとともに、このプレキャスト部材11の函渠1の内側面3,5への設置作業を容易にできる。   As described above, the precast member 11 composed of the bottom surface member 13, the pair of side surface members 21 and 22, and the top surface member 41 can be easily carried into the box 1, and the box 1 of the precast member 11 can be used. The installation work to the inner side surfaces 3 and 5 can be facilitated.

また、フレーム体51の上部フレーム65を上方に移動させてから、このフレーム体51の一対の側部フレーム55,56を外側に向けて回動させた際に、これら一対の側部フレーム55,56に固定されている各側面部材21,22の載置下面25,26のそれぞれが、底面部材13の載置上面16に重ね合わされて設置されて積み重ねられるとともに、これら側面部材21,22の載置上面27,28のそれぞれが、上面部材41の各載置下面43,44に重ね合わされて設置されて、この上面部材41が一対の側面部材21,22の載置上面27,28間に橋渡しされて設置されて、一対の側面部材が自立する。   Further, when the upper frame 65 of the frame body 51 is moved upward and then the pair of side frames 55, 56 of the frame body 51 are rotated outward, the pair of side frames 55, Each of the mounting lower surfaces 25 and 26 of the side members 21 and 22 fixed to 56 is placed and stacked on the mounting upper surface 16 of the bottom member 13, and the mounting of the side members 21 and 22 is also performed. Each of the placement upper surfaces 27 and 28 is installed so as to overlap the respective placement lower surfaces 43 and 44 of the upper surface member 41, and this upper surface member 41 bridges between the placement upper surfaces 27 and 28 of the pair of side surface members 21 and 22. Then, the pair of side members are self-supporting.

よって、これら底面部材13、一対の側面部材21,22および上面部材41のそれぞれを函渠1内の所定位置に設置して、これら底面部材13、一対の側面部材21,22および上面部材41のそれぞれで、この函渠1の内側面3,5を被覆させた際に、これら底面部材13、一対の側面部材21,22および上面部材41にて構成されたプレキャスト部材11が自立し、このプレキャスト部材11が自立した状態で函渠1内に設置される。   Therefore, the bottom member 13, the pair of side members 21, 22 and the top member 41 are installed at predetermined positions in the box 1, and the bottom member 13, the pair of side members 21, 22 and the top member 41 When the inner side surfaces 3 and 5 of the box 1 are covered with each other, the precast member 11 constituted by the bottom surface member 13, the pair of side surface members 21 and 22 and the top surface member 41 is self-supporting, and this precast The member 11 is installed in the box 1 in a self-supporting state.

したがって、この函渠1内にプレキャスト部材11を据え付けた際に、このプレキャスト部材11の一対の側面部材21,22および上面部材41などを函渠1内で仮り固定したり位置決めしたりするために吊り下げ支持などする必要が無くなる。よって、これら底面部材13、一対の側面部材21,22および上面部材41を予め組み立てることなどなく、ずらして一度に函渠1内に搬送できるとともに、これら底面部材13、一対の側面部材21,22および上面部材41にて構成されたプレキャスト部材11の函渠1内での設置作業をさらに容易にできる。   Therefore, when the precast member 11 is installed in the box 1, in order to temporarily fix or position the pair of side members 21, 22 and the upper surface member 41 of the precast member 11 in the box 1. There is no need to support hanging. Therefore, the bottom member 13, the pair of side members 21, 22 and the top member 41 can be shifted and transported into the box 1 at a time without being assembled in advance, and the bottom member 13, the pair of side members 21, 22 And the installation work in the box 1 of the precast member 11 comprised by the upper surface member 41 can be made still easier.

さらに、このプレキャスト部材11の一対の側面部材21,22の載置上面27,28および上面部材41の載置下面43,44のそれぞれを、これら一対の側面部材21,22および上面部材41それぞれの外側面23,24,42側から内側面29,30,45側に向けて下方に傾斜した平坦面とした。この結果、底面部材13上に一対の側面部材21,22を設置してから、これら一対の側面部材21,22の各載置上面27,28に上面部材41の載置下面43,44を載置させて設置し、この上面部材41を一対の側面部材21,22間に橋渡しさせて設置した際に、この上面部材41の自重によって各側面部材21,22の載置上面27,28に外側に向いた力が掛かる。   Further, the mounting upper surfaces 27 and 28 of the pair of side members 21 and 22 of the precast member 11 and the mounting lower surfaces 43 and 44 of the upper surface member 41 are respectively connected to the pair of side members 21 and 22 and the upper surface member 41. A flat surface inclined downward from the outer side surface 23, 24, 42 side toward the inner side surface 29, 30, 45 side was used. As a result, after the pair of side members 21 and 22 are installed on the bottom member 13, the mounting lower surfaces 43 and 44 of the upper surface member 41 are mounted on the mounting upper surfaces 27 and 28 of the pair of side members 21 and 22, respectively. When the upper surface member 41 is installed by bridging between the pair of side surface members 21 and 22, the upper surface member 41 is placed on the outer surface on the mounting upper surfaces 27 and 28 by the weight of the upper surface member 41. The force suitable for is applied.

このことから、この上面部材41の自重に基いて、これら一対の側面部材21,22を函渠1の内側面5に押し付けることができ、各側面部材21,22が内側面29,30側に倒れることを防止できる。また同時に、各側面部材21,22の自重に基づく、これら各側面部材21,22の内側面29,30側への倒れ込みを上面部材41の自重で防止できるから、これら各側面部材21,22の内側面29,30側への倒れ込みを効率よく防止でき、これら一対の側面部材21,22の自立をより容易にできる。   Therefore, based on the weight of the upper surface member 41, the pair of side surface members 21 and 22 can be pressed against the inner surface 5 of the box 1, and the side surface members 21 and 22 are moved toward the inner surface 29 and 30 side. It can prevent falling. At the same time, the side members 21 and 22 can be prevented from falling to the inner side surfaces 29 and 30 by the weight of the upper surface member 41 based on the weight of the side members 21 and 22, respectively. The falling to the inner side surfaces 29 and 30 side can be prevented efficiently, and the pair of side surface members 21 and 22 can be more easily made independent.

また、これら一対の側面部材21,22の載置下面25,26および底面部材13の載置上面16のそれぞれを、これら底面部材13および一対の側面部材21,22それぞれの内側面17,29,30側から外側面14,23,24側に向けて下方に傾斜した平坦面とした。この結果、これら一対の側面部材21,22の載置下面25,26を底面部材13の載置上面16に載置させて設置してから、これら一対の側面部材21,22の間に上面部材41を橋渡しさせて設置した際に、これら一対の側面部材21,22の下端部である載置下面25,26に、外側に向いた力が掛かる。   Further, the mounting lower surfaces 25 and 26 of the pair of side members 21 and 22 and the mounting upper surface 16 of the bottom member 13 are respectively connected to the inner surfaces 17 and 29 of the bottom member 13 and the pair of side members 21 and 22, respectively. A flat surface inclined downward from the 30 side toward the outer surface 14, 23, 24 side was used. As a result, the mounting lower surfaces 25 and 26 of the pair of side members 21 and 22 are placed on the mounting upper surface 16 of the bottom member 13, and then the upper surface member is interposed between the pair of side members 21 and 22. When 41 is installed while being bridged, an outwardly directed force is applied to the mounting lower surfaces 25 and 26 which are the lower ends of the pair of side members 21 and 22.

したがって、これら上面部材41および側面部材21,22の自重に基いて、これら一対の側面部材21,22を函渠1の内側面5に押し付けることができ、これら各側面部材21,22が内側面29,30側に倒れることを防止できる。このため、これら各側面部材21,22の内側面29,30側への倒れ込みを効率よく防止でき、これら一対の側面部材21,22の自立をより容易にできる。よって、プレキャスト部材11を自立させた状態が確保しやすくできるので、このプレキャスト部材11を自立させる作業をより容易にできる。   Therefore, the pair of side members 21 and 22 can be pressed against the inner surface 5 of the box 1 based on the weights of the upper surface member 41 and the side members 21 and 22. It can be prevented from falling to the 29,30 side. For this reason, it is possible to efficiently prevent the side members 21 and 22 from falling into the inner side surfaces 29 and 30 and to make the pair of side members 21 and 22 more easily independent. Therefore, since the state where the precast member 11 is self-supporting can be easily ensured, the work of making the precast member 11 self-supporting can be facilitated.

なお、上記一実施の形態では、縦断面略円形の既設の函渠1について説明したが、この函渠1の縦断面の形状については特に限定されず、円形以外の正方形や長方形などの縦断面形状であっても対応させて用いることができる。   In the above embodiment, the existing box 1 having a substantially circular vertical cross section has been described. However, the shape of the vertical cross section of the box 1 is not particularly limited, and a vertical cross section such as a square or rectangle other than a circle is used. Even if it is a shape, it can be used correspondingly.

また、フレーム体51にて底面部材13に一対の側面部材21,22を回動可能に連結させ、この底面部材13に昇降可能に上面部材41を連結させたが、これら底面部材13、一対の側面部材21,22および上面部材41の相対的な位置関係を保持した状態で、これら底面部材13、一対の側面部材21,22および上面部材41のそれぞれを一度に函渠1内に搬入して設置できる構成であれば、これら底面部材13、一対の側面部材21,22および上面部材41がどのような構成で連結されていても良い。   In addition, a pair of side members 21 and 22 are rotatably connected to the bottom member 13 in the frame body 51, and a top member 41 is connected to the bottom member 13 so as to be movable up and down. While maintaining the relative positional relationship between the side members 21 and 22 and the top member 41, the bottom member 13, the pair of side members 21 and 22 and the top member 41 are carried into the box 1 at a time. The bottom member 13, the pair of side members 21, 22 and the top member 41 may be connected in any configuration as long as they can be installed.

本発明のカルバート部材の設置状態を示す説明図である。It is explanatory drawing which shows the installation state of the culvert member of this invention. 同上カルバート部材の搬入状態を示す説明図である。It is explanatory drawing which shows the carrying-in state of a culvert member same as the above. 同上カルバート部材の搬入状態を示す説明図である。It is explanatory drawing which shows the carrying-in state of a culvert member same as the above. 同上カルバート部材の設置状態を示す説明図である。It is explanatory drawing which shows the installation state of a culvert member same as the above. 同上カルバート部材を用いた補修方法を示すフローチャートである。It is a flowchart which shows the repair method using a culvert member same as the above.

符号の説明Explanation of symbols

1 管体としての函渠
3,5 内側面
11 カルバート部材としてのプレキャスト部材
13 底面部材
16 載置部としての設置面である載置上面
21,22 側面部材
23,24 外側面
25,26 載置面としての載置下面
27,28 設置面としての載置上面
29,30 内側面
41 上面部材
42 外側面
43,44 載置面としての載置下面
1 Box as a tube 3,5 Inner surface
11 Precast members as culvert members
13 Bottom member
16 Mounting surface, which is the installation surface as the mounting part
21,22 Side member
23,24 exterior
25,26 Mounting bottom surface as mounting surface
27,28 Placement surface as installation surface
29,30 inner surface
41 Top member
42 Outside
43,44 Mounting bottom surface as mounting surface

Claims (5)

断面円弧状の一対の側面部材と、
これら一対の側面部材の円弧状の円弧の中心側を対向させた状態で、前記一対の側面部材の間に載置され前記一対の側面部材を自立させる断面円弧状の上面部材と
を具備したことを特徴としたカルバート部材。
A pair of side members each having a circular arc cross section;
An upper surface member having an arcuate cross section that is placed between the pair of side surface members and that independently supports the pair of side surface members with the center sides of the arcuate arcs of the pair of side surface members facing each other. A culvert member characterized by
一対の側面部材は、これら一対の側面部材の幅方向の上面部材が載置される側の側縁に、これら一対の側面部材の中心側に向けて下方に傾斜した設置面が形成され、
上面部材は、この上面部材の幅方向の両側縁に、この上面部材の内側に向けて下方に傾斜した載置面が形成されている
ことを特徴とした請求項1記載のカルバート部材。
The pair of side members are formed on the side edges on the side where the upper surface members in the width direction of the pair of side members are placed, and the installation surfaces are inclined downward toward the center side of the pair of side members,
2. The culvert member according to claim 1, wherein the upper surface member has a mounting surface inclined downward toward the inside of the upper surface member at both side edges in the width direction of the upper surface member.
一対の側面部材が載置される載置部が幅方向の両側縁にそれぞれ設けられ、これら載置部に前記一対の側面部材を設置させる略板状の底面部材を具備した
ことを特徴とした請求項1または2記載のカルバート部材。
The mounting portions on which the pair of side surface members are mounted are provided on both side edges in the width direction, respectively, and a substantially plate-shaped bottom surface member for installing the pair of side surface members on the mounting portions is provided. The culvert member according to claim 1 or 2.
一対の側面部材は、これら一対の側面部材の幅方向の底面部材の設置部に設置される側の側縁に、これら一対の側面部材の中心側に向けて上方に傾斜した載置面が形成され、
底面部材は、この底面部材の載置部に、この底面部材の内側に向けて上方に傾斜した設置面が形成されている
ことを特徴とした請求項3記載のカルバート部材。
The pair of side members has a mounting surface that is inclined upward toward the center side of the pair of side members at the side edge of the pair of side members that is installed on the bottom surface member in the width direction. And
The culvert member according to claim 3, wherein the bottom surface member has an installation surface that is inclined upward toward the inside of the bottom surface member on the mounting portion of the bottom surface member.
一対の側面部材および上面部材は、これら一対の側面部材および上面部材の外側面を対応させた内側面を有する管体内に設置される
ことを特徴とした請求項1ないし4いずれか記載のカルバート部材。
5. The culvert member according to claim 1, wherein the pair of side surface members and the upper surface member are installed in a tubular body having an inner surface corresponding to the outer surfaces of the pair of side surface members and the upper surface member. .
JP2007002991A 2007-01-11 2007-01-11 Culvert member Pending JP2008169595A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007002991A JP2008169595A (en) 2007-01-11 2007-01-11 Culvert member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007002991A JP2008169595A (en) 2007-01-11 2007-01-11 Culvert member

Publications (1)

Publication Number Publication Date
JP2008169595A true JP2008169595A (en) 2008-07-24

Family

ID=39697939

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007002991A Pending JP2008169595A (en) 2007-01-11 2007-01-11 Culvert member

Country Status (1)

Country Link
JP (1) JP2008169595A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013036311A (en) * 2011-08-08 2013-02-21 Kusatake Concrete Kogyo Kk Culvert type block, division block of the same and truck for movement

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS587043A (en) * 1981-07-06 1983-01-14 株式会社アンド− Assembling type arch culvert
JPS6184797A (en) * 1984-10-03 1986-04-30 松井 真治郎 Missingor, thief and lost property preventor
JPH05272295A (en) * 1992-03-24 1993-10-19 Ishikawajima Constr Materials Co Ltd Tunnel repair structure and repair method thereof
JPH084486A (en) * 1994-06-21 1996-01-09 Nippon Concrete Ind Co Ltd Tunnel lining construction method
JPH0960487A (en) * 1995-08-25 1997-03-04 Nippon Zenisupaipu Kk Construction method for tunnel
JP2000204894A (en) * 1999-01-18 2000-07-25 Ishikawajima Constr Materials Co Ltd Tunnel structure
JP2001336677A (en) * 2000-05-29 2001-12-07 Sekishin Sangyo Kk Pipe for regenerating underground buried pipe

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS587043A (en) * 1981-07-06 1983-01-14 株式会社アンド− Assembling type arch culvert
JPS6184797A (en) * 1984-10-03 1986-04-30 松井 真治郎 Missingor, thief and lost property preventor
JPH05272295A (en) * 1992-03-24 1993-10-19 Ishikawajima Constr Materials Co Ltd Tunnel repair structure and repair method thereof
JPH084486A (en) * 1994-06-21 1996-01-09 Nippon Concrete Ind Co Ltd Tunnel lining construction method
JPH0960487A (en) * 1995-08-25 1997-03-04 Nippon Zenisupaipu Kk Construction method for tunnel
JP2000204894A (en) * 1999-01-18 2000-07-25 Ishikawajima Constr Materials Co Ltd Tunnel structure
JP2001336677A (en) * 2000-05-29 2001-12-07 Sekishin Sangyo Kk Pipe for regenerating underground buried pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013036311A (en) * 2011-08-08 2013-02-21 Kusatake Concrete Kogyo Kk Culvert type block, division block of the same and truck for movement

Similar Documents

Publication Publication Date Title
WO2016080453A1 (en) Method for constructing cylindrical tank
JP2014005719A (en) Form device for tunnel lining
FI123603B (en) Method and equipment for the construction of an on-site bridge to be cast
JP2008169595A (en) Culvert member
TWI597410B (en) Building method of cylindrical tank
JP4969252B2 (en) How to repair tube
JP4230938B2 (en) Support structure of tunnel lining material
JP2005299265A (en) Installation method of underwater structure, and underwater structure
KR101078564B1 (en) moving device of side scaffolding system
JP2001317297A (en) Method and device for stopping gable of concrete for tunnel lining
JP2002309899A (en) Bearer transporting apparatus and pipe line constructing method
JP7261409B2 (en) Tunnel lining method
JP6253324B2 (en) Tunnel reinforcement method, steel segment piece hoisting device, and steel segment piece
JPH08169682A (en) Rail base and its repairing method
JP5597952B2 (en) How to build the connection between the column and foundation, and how to place the ring reinforcement
JP7227836B2 (en) Formwork system and construction method of concrete structure using this formwork system
JP2009057722A (en) Construction method for underground tank, underground tank constructed thereby, and form device
JP2008231771A (en) Arch type precast slab in shield tunnel
JP2005248538A (en) Tunnel lining material timbering device
JP6366184B2 (en) Construction method of cylindrical tank
JP6461758B2 (en) Construction method of cylindrical tank
CN115369979A (en) Construction device and construction method for large-diameter drainage pipeline in limited space
JP5681539B2 (en) Heavy material transport device and pile removal method
CN116516964A (en) Layered and partitioned pouring construction method for large-volume bearing platform
JP2019082106A (en) Construction method for cylindrical tank

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20091215

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Effective date: 20110523

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110601

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20111005