[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JP2012136865A - Connector of manhole and rehabilitated pipe and installation method thereof - Google Patents

Connector of manhole and rehabilitated pipe and installation method thereof Download PDF

Info

Publication number
JP2012136865A
JP2012136865A JP2010289778A JP2010289778A JP2012136865A JP 2012136865 A JP2012136865 A JP 2012136865A JP 2010289778 A JP2010289778 A JP 2010289778A JP 2010289778 A JP2010289778 A JP 2010289778A JP 2012136865 A JP2012136865 A JP 2012136865A
Authority
JP
Japan
Prior art keywords
manhole
main body
pipe
rehabilitation
wall surface
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
JP2010289778A
Other languages
Japanese (ja)
Inventor
Takashi Koto
隆 小東
Hidemi Nanao
英身 七尾
Tsutomu Mugikura
務 麦倉
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.)
KOWA KASEI
Taisei Co Ltd
Kowa Kasei KK
Original Assignee
KOWA KASEI
Taisei Co Ltd
Kowa Kasei 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 KOWA KASEI, Taisei Co Ltd, Kowa Kasei KK filed Critical KOWA KASEI
Priority to JP2010289778A priority Critical patent/JP2012136865A/en
Publication of JP2012136865A publication Critical patent/JP2012136865A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a connector of a manhole and a rehabilitated pipe which prevents damage to an end of the rehabilitated pipe even in the case that the rehabilitated pipe connected to the manhole is dislocated in a diagonal direction to the manhole due to earthquake or the like, allowing for installation by work operation only inside the existing manhole.SOLUTION: A connector body 30 comprises a manhole fixing part 31 which is in close contact with the inner wall surface of a manhole 50 to be fixed, a rehabilitated pipe fixing part 32 which is in close contact with the outer peripheral wall of the rehabilitated pipe to be fixed, and a bellows part 33 having a bent portion which is disposed between the manhole fixing part 31 and the rehabilitated pipe fixing part 32. The connector body 30 is integrally formed of an elastic material. A part of the connector body 30 which is exposed to inside the manhole 50 is covered with a cover member 10. The bellows part has a protective member 20.

Description

本発明は、古くなった既設の下水道管の内壁面に沿って新たに形成される更生管とマンホールとの接続具およびその設置方法に関するものである。   The present invention relates to a connection tool between a rehabilitation pipe and a manhole that are newly formed along an inner wall surface of an existing sewer pipe that has become obsolete, and an installation method thereof.

現在、古くなって劣化してしまった下水道管を新たな下水道管にする場合、工事の利便性等の理由から、古い既設の下水道管の内壁面に沿って新たな下水道管(以下、「更生管」という)を形成するという工法が広く用いられている。   When a sewer pipe that has deteriorated due to aging is used as a new sewer pipe, a new sewer pipe (hereinafter referred to as "rehabilitation") is constructed along the inner wall surface of the old existing sewer pipe for the convenience of construction. A method of forming a tube) is widely used.

この更生管が地震等により動いたときでも、マンホールと更生管との接続部分において更生管が破損しないような更生管とマンホールとの接続具が既に提案されている。   A connector for connecting a rehabilitation pipe and a manhole has already been proposed so that the rehabilitation pipe is not damaged at the connection portion between the manhole and the rehabilitation pipe even when the rehabilitation pipe moves due to an earthquake or the like.

このようなマンホールと更生管との従来の接続具の構成を図15に示す。   FIG. 15 shows the configuration of a conventional connector between such a manhole and a rehabilitation pipe.

図15において、マンホール50の底部には下水道管接続口51が設けられており、下水道管接続口51には古い既設の下水道管60が接続されている。この下水道管60の内部には、その内壁面に沿って更生管70が形成されている。更生管70の端部の外周壁とマンホール50との間には耐震用のゴムリング80が配設されている。   In FIG. 15, a sewer pipe connection port 51 is provided at the bottom of the manhole 50, and an old existing sewer pipe 60 is connected to the sewer pipe connection port 51. Inside the sewer pipe 60, a rehabilitation pipe 70 is formed along its inner wall surface. A rubber ring 80 for earthquake resistance is disposed between the outer peripheral wall at the end of the rehabilitation pipe 70 and the manhole 50.

このゴムリング80の部分の拡大図を図16に示す。   An enlarged view of the rubber ring 80 is shown in FIG.

図16に示したように、更生管70の端部はゴムリング80に接触した状態で支持されており、また、更生管70の端面はマンホール50の内壁面52側に露出した状態となっている。   As shown in FIG. 16, the end portion of the rehabilitating tube 70 is supported in contact with the rubber ring 80, and the end surface of the rehabilitating tube 70 is exposed to the inner wall surface 52 side of the manhole 50. Yes.

このように構成されたマンホールと更生管との従来の接続具(ゴムリング80)においては、地震等により更生管70がその長さ方向に移動した場合でも、その移動に伴って図17に示したように更生管70の端部の位置が移動するので、更生管70の端部には無理な力が加わらず、従って更生管70の端部の破損を防ぐことができる。   In the conventional connector (rubber ring 80) between the manhole and the rehabilitation pipe constructed as described above, even when the rehabilitation pipe 70 moves in the length direction due to an earthquake or the like, it is shown in FIG. As described above, since the position of the end portion of the rehabilitating tube 70 is moved, an excessive force is not applied to the end portion of the rehabilitating tube 70, and therefore the breakage of the end portion of the rehabilitating tube 70 can be prevented.

しかしながら、従来のマンホール50と更生管70との接続具においては、地震等において更生管70がマンホール50に対して斜めに傾くように移動してしまうような場合には、更生管70の端部に無理な力が加わってしまい更生管の70の端部が破損してしまうという虞があった。   However, in the conventional connection tool between the manhole 50 and the rehabilitation pipe 70, when the rehabilitation pipe 70 moves so as to be inclined with respect to the manhole 50 in an earthquake or the like, the end of the rehabilitation pipe 70. Therefore, there is a possibility that an excessive force is applied to the end of the rehabilitation pipe and the end portion of the rehabilitation pipe is damaged.

以上の問題点を解消するために本発明は、マンホールの下水道管接続口に接続されている既設の下水道管の内壁面に沿って形成される更生管と前記マンホールとの間に介装される接続具本体と、該接続具本体の前記マンホールの内側に露出している部分を覆うカバー部材とから構成されるマンホールと更生管との接続具であって、前記接続具本体は、前記マンホールの下水道管接続口の周辺部の内壁面に密着固定される略中空円盤状のマンホール固定部と、前記更生管の外周壁に密着固定される円筒状の更生管固定部と、該更生管固定部と前記マンホール固定部との間に配設された断面形状が屈曲部を有する形状となるような蛇腹部とからなり、且つ、前記マンホール固定部と前記蛇腹部と前記更生管固定部とは弾性材料により一体的に形成され、前記接続具本体の前記マンホールの内側に露出している部分を覆い前記マンホールの内壁面に固定される前記カバー部材は、前記更生管側から前記マンホールの内壁面側に至るその表面側の断面の形状が緩やかな曲線となるように構成されていることを特徴とするものである。ここで、前記接続具本体を覆う前記カバー部材と前記蛇腹部との間には蛇腹部保護部材が介装されていてもよい。   In order to solve the above problems, the present invention is interposed between a rehabilitation pipe formed along an inner wall surface of an existing sewer pipe connected to a sewer pipe connection port of a manhole and the manhole. A connecting tool body and a rehabilitation pipe comprising a connecting tool body and a cover member that covers a portion of the connecting tool body that is exposed to the inside of the manhole. A substantially hollow disk-shaped manhole fixing part that is tightly fixed to the inner wall surface of the peripheral part of the sewer pipe connection port, a cylindrical rehabilitation pipe fixing part that is closely fixed to the outer peripheral wall of the rehabilitation pipe, and the rehabilitation pipe fixing part And the manhole fixing portion, and the manhole fixing portion, the bellows portion, and the rehabilitating tube fixing portion are elastic. Integrated with material The cover member covering the portion exposed to the inside of the manhole of the connector body and fixed to the inner wall surface of the manhole is on the surface side extending from the rehabilitation pipe side to the inner wall surface side of the manhole. The cross-sectional shape is a gentle curve. Here, a bellows part protection member may be interposed between the cover member that covers the connector main body and the bellows part.

また、以上のようなマンホールと更生管との接続具を設置する方法として本発明は、前記マンホールの下水道管接続口の周辺部の内壁面および該内壁面側に露出している前記既設の下水道管の端部を前記マンホール内部から掘削して前記接続具本体の設置可能な空間を確保する第1の工程と、該第1の工程により形成された前記空間に前記接続具本体を配設する第2の工程と、前記既設の下水道管の内壁面に沿って前記更生管を形成する第3の工程と、前記更生管の端部の外周壁に前記更生管固定部を密着固定する第4の工程と、前記接続具本体を前記カバー部材で覆い当該カバー部材および前記接続具本体のマンホール固定部を前記マンホールの内壁面に固定する第5の工程とを含むことを特徴とするものである。ここで、前記第2の工程には、前記接続具本体の前記蛇腹部に蛇腹部保護部材を装着する工程がさらに含まれていてもよい。   In addition, as a method of installing the connection tool between the manhole and the rehabilitation pipe as described above, the present invention includes an inner wall surface of the peripheral portion of the sewer pipe connection port of the manhole and the existing sewer that is exposed on the inner wall surface side. A first step of excavating an end portion of a pipe from the inside of the manhole to secure a space in which the connector main body can be installed, and the connector main body is disposed in the space formed by the first step. A second step, a third step of forming the rehabilitation pipe along the inner wall surface of the existing sewer pipe, and a fourth step of closely fixing the rehabilitation pipe fixing portion to the outer peripheral wall of the end portion of the rehabilitation pipe. And a fifth step of covering the connector main body with the cover member and fixing the cover member and the manhole fixing portion of the connector main body to the inner wall surface of the manhole. . Here, the second step may further include a step of attaching a bellows part protection member to the bellows part of the connector main body.

本発明によれば、マンホールに接続されている更生管が地震等によりマンホールに対して斜めに傾くように移動した場合でも更生管の端部の破損を防ぐことができる、既設のマンホールの内部のみでの作業によって設置可能なマンホールと更生管との接続具を提供することができる。   According to the present invention, even when the rehabilitation pipe connected to the manhole moves so as to be inclined with respect to the manhole due to an earthquake or the like, it is possible to prevent the end of the rehabilitation pipe from being damaged, only inside the existing manhole. It is possible to provide a manhole and rehabilitation pipe connector that can be installed by the operation in the above.

本発明の実施例1の構成を示す分解斜視図である。It is a disassembled perspective view which shows the structure of Example 1 of this invention. 図1に示した接続具本体30の構成の説明図である。It is explanatory drawing of a structure of the connection tool main body 30 shown in FIG. 図1に示した接続具本体30の構成の説明図である。It is explanatory drawing of a structure of the connection tool main body 30 shown in FIG. 図1に示した蛇腹部保護部材20の構成の説明図である。It is explanatory drawing of a structure of the bellows part protection member 20 shown in FIG. 図1に示した蛇腹部保護部材20の構成の説明図である。It is explanatory drawing of a structure of the bellows part protection member 20 shown in FIG. 図1に示したカバー部材10の構成の説明図である。It is explanatory drawing of a structure of the cover member 10 shown in FIG. 本発明の実施例1の動作の説明図である。It is explanatory drawing of operation | movement of Example 1 of this invention. 本発明の実施例1の動作の説明図である。It is explanatory drawing of operation | movement of Example 1 of this invention. 本発明の実施例1の動作の説明図である。It is explanatory drawing of operation | movement of Example 1 of this invention. 本発明の実施例1の設置方法の説明図である。It is explanatory drawing of the installation method of Example 1 of this invention. 本発明の実施例1の設置方法の説明図である。It is explanatory drawing of the installation method of Example 1 of this invention. 本発明の実施例1の設置方法の説明図である。It is explanatory drawing of the installation method of Example 1 of this invention. 本発明の実施例1の設置方法の説明図である。It is explanatory drawing of the installation method of Example 1 of this invention. 本発明の実施例1の設置方法の説明図である。It is explanatory drawing of the installation method of Example 1 of this invention. 従来のマンホールと更生管との接続具の構成を示す断面図である。It is sectional drawing which shows the structure of the connection tool of the conventional manhole and the renovated pipe. 従来のマンホールと更生管との接続具の説明図である。It is explanatory drawing of the connection tool of the conventional manhole and the renovated pipe. 従来のマンホールと更生管との接続具の説明図である。It is explanatory drawing of the connection tool of the conventional manhole and the renovated pipe.

以下、図面を用いて本発明の実施例について説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1は、本発明の実施例1の構成を示す分解斜視図である。図1に示したように本実施例1は、カバー部材10,蛇腹部保護部材20,接続具本体30とによって構成されている。なお、50はマンホールを示している。   FIG. 1 is an exploded perspective view showing the configuration of the first embodiment of the present invention. As shown in FIG. 1, the first embodiment includes a cover member 10, a bellows part protection member 20, and a connector main body 30. Reference numeral 50 denotes a manhole.

以下、本実施例1の各部品について図を用いて詳しく説明する。   Hereinafter, each part of the first embodiment will be described in detail with reference to the drawings.

図2,図3は接続具本体30の構成を示した図である。図2(a)は上部から視た図であり、52はマンホールの内壁面を示している。図2(b)は側面図、図2(c)は斜視図である。図3(a)は正面図、図3(b)は断面図である。   2 and 3 are diagrams showing the configuration of the connector main body 30. FIG. FIG. 2A is a view as seen from above, and 52 indicates the inner wall surface of the manhole. 2B is a side view, and FIG. 2C is a perspective view. 3A is a front view, and FIG. 3B is a cross-sectional view.

図2,図3に示したように接続具本体30は、マンホールの内壁面52に密着固定が可能なように湾曲している略中空円盤状のマンホール固定部31と、更生管の外周壁に密着固定が可能な円筒状の更生管固定部32と、更生管固定部32とマンホール固定部31との間に配設された断面形状が屈曲部を有する形状となるように形成された蛇腹部33とによって構成されている。なお、このマンホール固定部31と更生管固定部32と蛇腹部33とからなる接続具本体30は、ゴムのような弾性材料によって一体的に形成されている。   As shown in FIGS. 2 and 3, the connector main body 30 is provided on the outer wall of the rehabilitating pipe and the substantially hollow disk-shaped manhole fixing portion 31 that is curved so as to be tightly fixed to the inner wall surface 52 of the manhole. Cylindrical rehabilitation pipe fixing part 32 capable of tight fixation, and a bellows part formed such that the cross-sectional shape disposed between rehabilitation pipe fixing part 32 and manhole fixing part 31 has a bent part. 33. In addition, the connector main body 30 which consists of this manhole fixing | fixed part 31, the rehabilitation pipe | tube fixing | fixed part 32, and the bellows part 33 is integrally formed by elastic materials, such as rubber | gum.

図4は、蛇腹部保護部材20の構成を示した図であり、(a)は斜視図、(b)は正面図、(c)は断面図を示している。この蛇腹部保護部材20は、ゴムやスポンジ等の変形可能な材料によって構成されており、本実施例1においては、円筒状の側面部22と中空円盤状の上面部21とを有する形状に形成されている。このような形状に形成したのは、図5に示すように、接続具本体30の蛇腹部33への装着を容易に行えるようにするためである。従って、この蛇腹部保護部材20の形状は図4(a)〜(c)に示した形状に限られるものではない。   4A and 4B are diagrams showing the configuration of the bellows part protection member 20, wherein FIG. 4A is a perspective view, FIG. 4B is a front view, and FIG. 4C is a cross-sectional view. The bellows portion protection member 20 is made of a deformable material such as rubber or sponge. In the first embodiment, the bellows portion protection member 20 is formed in a shape having a cylindrical side surface portion 22 and a hollow disk-shaped upper surface portion 21. Has been. The reason why it is formed in such a shape is to facilitate attachment of the connector main body 30 to the bellows portion 33 as shown in FIG. Therefore, the shape of the bellows portion protection member 20 is not limited to the shape shown in FIGS.

図6は、カバー部材10の構成を示した図であり、(a)は上部から視た図、(b)は正面図、(c)は表面側から見た斜視図、(d)は裏面側から見た斜視図である。このカバー部材10は、接続具本体10のマンホールの内側に露出している部分を覆うために配設されるものであり、下水のなかのゴミ等によって接続具本体10が破損等しないように保護する機能を有している。   6A and 6B are diagrams illustrating the configuration of the cover member 10, where FIG. 6A is a view seen from above, FIG. 6B is a front view, FIG. 6C is a perspective view seen from the front side, and FIG. It is the perspective view seen from the side. This cover member 10 is disposed to cover the exposed part of the connector body 10 inside the manhole, and protects the connector body 10 from being damaged by dust or the like in the sewage. It has a function to do.

図6(b),(c),(d)に示したように、本実施例1においては、カバー部材10は、下側が欠けたような形状となっているが、これは後述する本実施例1の設置作業において、この欠けた部分に相当する接続具本体30の部分はマンホールの内側に露出しないように設置されることになるためである。また、このカバー部材10の裏面側が湾曲した形状となっているのは、接続具本体30のマンホール固定部31の形状と同様にマンホール50の内壁面52に密着するような形状にしてあるためである。   As shown in FIGS. 6B, 6 </ b> C, and 6 </ b> D, in the first embodiment, the cover member 10 has a shape in which the lower side is chipped. This is because, in the installation work of Example 1, the portion of the connector main body 30 corresponding to the missing portion is installed so as not to be exposed inside the manhole. Further, the reason why the back surface side of the cover member 10 is curved is that it is in close contact with the inner wall surface 52 of the manhole 50 in the same manner as the manhole fixing portion 31 of the connector main body 30. is there.

さらに、このカバー部材10の表面側の形状は、内側の更生管側から外側のマンホールの内壁面側に至るその断面形状が緩やかな曲線となるように形成されている(図7の断面形状参照)。これは、下水のなかのゴミ等がこのカバー部材10の表面に付着しないようにするためである。   Furthermore, the shape of the surface side of the cover member 10 is formed such that the cross-sectional shape from the inner rehabilitation pipe side to the inner wall surface side of the outer manhole is a gentle curve (see the cross-sectional shape in FIG. 7). ). This is to prevent dust or the like in the sewage from adhering to the surface of the cover member 10.

以上のように構成された本実施例1は、図7に示すように、接続具本体30のマンホール固定部31とカバー部材10とは共に複数個の固定ボルト34によってマンホール50の内壁面52に密着するように固定され、更生管固定部32は固定バンド35によって更生管32の外周壁に密着するように固定されるものである。   In the first embodiment configured as described above, as shown in FIG. 7, the manhole fixing portion 31 of the connector main body 30 and the cover member 10 are both attached to the inner wall surface 52 of the manhole 50 by a plurality of fixing bolts 34. The rehabilitation pipe fixing part 32 is fixed so as to be in close contact with the outer peripheral wall of the rehabilitation pipe 32 by a fixing band 35.

以上のように構成された本実施例1をマンホール50と更生管70との間に介装した場合には、図7に示すように更生管70がマンホール50の内側方向に移動しても、図8に示すように更生管70がマンホール50の外側方向に移動しても、さらに図9に示すように更生管70がマンホール50に対して斜めに傾くように移動しても、蛇腹部33が変形するために更生管70の端部には無理な力が加わらず、従って更生管70の端部が破損するようなことはない。   When the present Example 1 configured as described above is interposed between the manhole 50 and the rehabilitation pipe 70, even if the rehabilitation pipe 70 moves inward of the manhole 50 as shown in FIG. Even if the rehabilitation tube 70 moves outward of the manhole 50 as shown in FIG. 8, or even if the rehabilitation tube 70 moves so as to be inclined with respect to the manhole 50 as shown in FIG. Therefore, an excessive force is not applied to the end portion of the rehabilitation tube 70, and therefore, the end portion of the rehabilitation tube 70 is not damaged.

次に、本実施例1の設置方法について図10〜図14を用いて説明する。なお、以下に説明する本実施例1の設置の施工に関しては、全ての作業を既設のマンホールの内部で行なうことができる。   Next, the installation method of the present Example 1 is demonstrated using FIGS. In addition, regarding the installation work of the present Example 1 demonstrated below, all the work can be performed inside the existing manhole.

先ず、下準備として、マンホール50の下水道管接続口51の周辺の内壁面52を穴掘削する工作機械を設置するための空間を確保するために、マンホール50の底面部53を予め定められた深さだけはつる作業を行う。   First, as a preparation, in order to secure a space for installing a machine tool for excavating the inner wall surface 52 around the sewer pipe connection port 51 of the manhole 50, the bottom surface portion 53 of the manhole 50 has a predetermined depth. Just do the vine work.

次に、図10(b)に示したように穴掘削機90を設置して、下水道管接続口51の周辺のマンホール50の内壁面および既設の下水道管60の端部を所定の範囲だけ穴掘削して本実施例1に係る接続具本体30を設置することが可能な空間を確保する。   Next, as shown in FIG. 10B, the hole excavator 90 is installed, and the inner wall surface of the manhole 50 around the sewer pipe connection port 51 and the end of the existing sewer pipe 60 are bored within a predetermined range. The space which can dig and install the connector main body 30 which concerns on the present Example 1 is ensured.

さらに、図11(a)に示したように、接続具本体30およびカバー部材10の固定ボルト用のアンカー54を、穴開けドリル91によってマンホールの内壁面52に開けた下穴52aに打ち込む。   Furthermore, as shown in FIG. 11A, the anchors 54 for the fixing bolts of the connector main body 30 and the cover member 10 are driven into the prepared holes 52a opened in the inner wall surface 52 of the manhole by the drilling drill 91.

次に、図11(b)に示したように、蛇腹部保護部材20を装着した接続具本体30をマンホール50の内壁面52に装着する。この際、マンホール固定部31は、両面接着テープ等で内壁面52に仮止めしておく。次に、図12(a)に示したように固定バンド35を緩めた状態で更生管固定部32に装着しておく。   Next, as shown in FIG. 11B, the connector main body 30 with the bellows part protection member 20 attached is attached to the inner wall surface 52 of the manhole 50. At this time, the manhole fixing portion 31 is temporarily fixed to the inner wall surface 52 with a double-sided adhesive tape or the like. Next, as shown in FIG. 12A, the fixing band 35 is loosened and attached to the rehabilitation pipe fixing portion 32.

この状態で、既設の下水道管60の内部に更生管70を形成する作業を行い、図12(b)に示したように更生管固定部32を固定バンド35を用いて更生管70の端部の外周壁に密着固定する。   In this state, an operation of forming the rehabilitation pipe 70 inside the existing sewer pipe 60 is performed, and the rehabilitation pipe fixing portion 32 is fixed to the end portion of the rehabilitation pipe 70 using the fixing band 35 as shown in FIG. Closely fixed to the outer peripheral wall.

次に、図13(a)に示したように複数個の固定ボルト34を用いてカバー部材10および接続具本体30のマンホール固定部31をマンホール50の内壁面52に密着固定し、図13(b)に示した状態にする。   Next, as shown in FIG. 13A, the cover member 10 and the manhole fixing portion 31 of the connector main body 30 are closely fixed to the inner wall surface 52 of the manhole 50 using a plurality of fixing bolts 34, and FIG. Set to the state shown in b).

最後に、図14に示したように、下準備のはつり作業ではつった部分にインバート55を設置し、インバート55とマンホール50の底面部53との間の隙間にモルタル56を配設し、更生管70の端部とインバート55との間の段差部にコーキング材を配設して作業を終了する。   Finally, as shown in FIG. 14, in the preparatory lifting operation, an invert 55 is installed in the suspended portion, and a mortar 56 is disposed in the gap between the invert 55 and the bottom surface portion 53 of the manhole 50, The caulking material is disposed at the step portion between the end portion of the tube 70 and the invert 55 to complete the operation.

以上のような既設のマンホールの内部のみでの本実施例1の設置作業により、接続具本体30がマンホール50の内側に露出しないような状態で本実施例1を設置することができる。   According to the installation work of the first embodiment only in the existing manhole as described above, the first embodiment can be installed in a state where the connector main body 30 is not exposed inside the manhole 50.

10 カバー部材
20 蛇腹部保護部材
21 上面部
22 側面部
30 接続具本体
31 マンホール固定部
32 更生管固定部
33 蛇腹部
34 固定ボルト
35 固定バンド
50 マンホール
51 下水道管接続口
52 内壁面
52a 下穴
53 底面部
54 アンカー
55 インバート
56 モルタル
57 コーキング材
60 既設の下水道管
70 更生管
80 ゴムリング
DESCRIPTION OF SYMBOLS 10 Cover member 20 Bellows part protection member 21 Upper surface part 22 Side surface part 30 Connection tool main body 31 Manhole fixing | fixed part 32 Rehabilitation pipe fixing part 33 Bellows part 34 Fixing bolt 35 Fixing band 50 Manhole 51 Sewer pipe connection port 52 Inner wall surface 52a Pilot hole 53 Bottom portion 54 Anchor 55 Invert 56 Mortar 57 Caulking material 60 Existing sewer pipe 70 Rehabilitation pipe 80 Rubber ring

Claims (4)

マンホールの下水道管接続口に接続されている既設の下水道管の内壁面に沿って形成される更生管と前記マンホールとの間に介装される接続具本体と、該接続具本体の前記マンホールの内側に露出している部分を覆うカバー部材とから構成されるマンホールと更生管との接続具であって、
前記接続具本体は、前記マンホールの下水道管接続口の周辺部の内壁面に密着固定される略中空円盤状のマンホール固定部と、前記更生管の外周壁に密着固定される円筒状の更生管固定部と、該更生管固定部と前記マンホール固定部との間に配設された断面形状が屈曲部を有する形状となるような蛇腹部とからなり、且つ、前記マンホール固定部と前記蛇腹部と前記更生管固定部とは弾性材料により一体的に形成され、
前記接続具本体の前記マンホールの内側に露出している部分を覆い前記マンホールの内壁面に固定される前記カバー部材は、前記更生管側から前記マンホールの内壁面側に至るその表面側の断面の形状が緩やかな曲線となるように構成されていることを特徴とするマンホールと更生管との接続具。
The rehabilitation pipe formed along the inner wall surface of the existing sewer pipe connected to the manhole sewer pipe connection port and the connection tool main body interposed between the manhole, the manhole of the connection tool main body It is a connecting tool between a manhole and a rehabilitation pipe composed of a cover member covering a portion exposed to the inside,
The connector main body includes a substantially hollow disk-shaped manhole fixing portion that is closely fixed to the inner wall surface of the peripheral portion of the manhole sewer pipe connection port, and a cylindrical rehabilitation tube that is closely fixed to the outer peripheral wall of the rehabilitation tube. A fixing portion, and a bellows portion in which a cross-sectional shape disposed between the rehabilitation tube fixing portion and the manhole fixing portion has a bent portion, and the manhole fixing portion and the bellows portion And the rehabilitation pipe fixing part are integrally formed of an elastic material,
The cover member that covers the portion of the connector body that is exposed inside the manhole and is fixed to the inner wall surface of the manhole has a cross-section on the surface side from the rehabilitation pipe side to the inner wall surface side of the manhole. A connector for a manhole and a rehabilitation pipe, characterized in that the shape is a gentle curve.
前記接続具本体を覆う前記カバー部材と前記蛇腹部との間には蛇腹部保護部材が介装されていることを特徴とする請求項1に記載のマンホールと更生管との接続具。   The connector for connecting a manhole and a rehabilitation pipe according to claim 1, wherein a bellows part protecting member is interposed between the cover member covering the connector main body and the bellows part. 請求項1に記載のマンホールと更生管との接続具を既設のマンホールの内部のみでの施工によって設置する設置方法であって、
前記マンホールの下水道管接続口の周辺部の内壁面および該内壁面側に露出している前記既設の下水道管の端部を前記マンホール内部から掘削して前記接続具本体の設置可能な空間を確保する第1の工程と、
該第1の工程により形成された前記空間に前記接続具本体を配設する第2の工程と、
前記既設の下水道管の内壁面に沿って前記更生管を形成する第3の工程と、
前記更生管の端部の外周壁に前記更生管固定部を密着固定する第4の工程と、
前記接続具本体を前記カバー部材で覆い当該カバー部材および前記接続具本体のマンホール固定部を前記マンホールの内壁面に固定する第5の工程と
を含むことを特徴とするマンホールと更生管との接続具の設置方法。
An installation method for installing the connection tool between the manhole and the rehabilitation pipe according to claim 1 by construction only in the existing manhole,
The inner wall surface of the peripheral part of the sewer pipe connection port of the manhole and the end part of the existing sewer pipe exposed on the inner wall surface side are excavated from the inside of the manhole to secure a space in which the connector main body can be installed. A first step of:
A second step of disposing the connector main body in the space formed by the first step;
A third step of forming the rehabilitation pipe along an inner wall surface of the existing sewer pipe;
A fourth step of closely fixing the rehabilitation pipe fixing part to the outer peripheral wall of the end of the rehabilitation pipe;
A fifth step of covering the connector main body with the cover member and fixing the cover member and a manhole fixing portion of the connector main body to an inner wall surface of the manhole. How to install the tool.
前記第2の工程には、前記接続具本体の前記蛇腹部に蛇腹部保護部材を装着する工程がさらに含まれることを特徴とする請求項3に記載のマンホールと更生管との接続具の設置方法。   The said 2nd process further includes the process of mounting | wearing the said bellows part of the said connector main body with the bellows part protection member, The installation of the connector of the manhole and renovation pipe | tube of Claim 3 characterized by the above-mentioned. Method.
JP2010289778A 2010-12-27 2010-12-27 Connector of manhole and rehabilitated pipe and installation method thereof Pending JP2012136865A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010289778A JP2012136865A (en) 2010-12-27 2010-12-27 Connector of manhole and rehabilitated pipe and installation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010289778A JP2012136865A (en) 2010-12-27 2010-12-27 Connector of manhole and rehabilitated pipe and installation method thereof

Publications (1)

Publication Number Publication Date
JP2012136865A true JP2012136865A (en) 2012-07-19

Family

ID=46674485

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010289778A Pending JP2012136865A (en) 2010-12-27 2010-12-27 Connector of manhole and rehabilitated pipe and installation method thereof

Country Status (1)

Country Link
JP (1) JP2012136865A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016011580A (en) * 2014-06-05 2016-01-21 西川ゴム工業株式会社 Earthquake-resisting method of connection part of existing pipe and manhole side wall and water cut-off structure
JP2016098494A (en) * 2014-11-19 2016-05-30 西川ゴム工業株式会社 Aseismic joint for manhole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016011580A (en) * 2014-06-05 2016-01-21 西川ゴム工業株式会社 Earthquake-resisting method of connection part of existing pipe and manhole side wall and water cut-off structure
JP2016098494A (en) * 2014-11-19 2016-05-30 西川ゴム工業株式会社 Aseismic joint for manhole

Similar Documents

Publication Publication Date Title
JP2012136865A (en) Connector of manhole and rehabilitated pipe and installation method thereof
JP3597789B2 (en) Manhole structure, watertight flexible joint for manhole structure and method of construction of manhole structure
WO2003008715A1 (en) Manhole structure constructing method, manhole structure water-stop flexible joint and manhole structure
JP3497151B2 (en) Connection structure between manhole and sewage main
JP3411827B2 (en) Closure lid device for connecting bolt box
JP3202729B2 (en) Seismic sleeve for pipes connected to the manhole
JP7243305B2 (en) Water stop structure of steel pipe sheet pile joint
JP6557529B2 (en) Seismic structure at the connection between manhole side wall and pipe
JP3520358B2 (en) Connection structure between horizontal shaft structure and vertical shaft structure
CA2459853A1 (en) Manhole structure, flexible water shut off joint for manhole structure and method for installing manhole structure
JP6885715B2 (en) Nakabori-type sinking shaft construction method and inner pipe for protecting the inner surface of the shaft construction block
JP4374258B2 (en) Manhole-tube connection structure and connection method
JP5534879B2 (en) Mounting structure of bell mouth, fixing structure of bell mouth and underground box, and mounting method of bell mouth to underground box
JP6505475B2 (en) Sheath penetration pipe and pipe construction method for foundation penetration
JP4319462B2 (en) Flexible joint for rib tube
JP5727863B2 (en) Water stop member for manhole repair and manhole repair method
JP3902482B2 (en) Connection structure between manhole and piping
JP3844434B2 (en) Manhole pipe connection structure
JP4465680B2 (en) Installation method of existing pipes and mounting pipes
JP2581933B2 (en) Duct extension and its construction method
JP2006009267A (en) Method and implement for mounting step on concrete manhole
JP6697283B2 (en) Foundation penetration sheath tube and conduit renewal method
JP5468987B2 (en) Seismic retrofit method for existing manholes
KR101424491B1 (en) Vibration and noise prevention soft soil ground for reinforcement pile
JP2003129507A (en) Connecting structure between manhole and sewage main