JP2906394B2 - Fume pipe joint structure - Google Patents

Fume pipe joint structure

Info

Publication number
JP2906394B2
JP2906394B2 JP8223665A JP22366596A JP2906394B2 JP 2906394 B2 JP2906394 B2 JP 2906394B2 JP 8223665 A JP8223665 A JP 8223665A JP 22366596 A JP22366596 A JP 22366596A JP 2906394 B2 JP2906394 B2 JP 2906394B2
Authority
JP
Japan
Prior art keywords
diameter
metal sleeve
manhole
medium
joint structure
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.)
Expired - Lifetime
Application number
JP8223665A
Other languages
Japanese (ja)
Other versions
JPH1061851A (en
Inventor
忠 中尾
敏弘 横山
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.)
KANTO TEIKOKU HYUUMUKAN KK
Original Assignee
KANTO TEIKOKU HYUUMUKAN 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 KANTO TEIKOKU HYUUMUKAN KK filed Critical KANTO TEIKOKU HYUUMUKAN KK
Priority to JP8223665A priority Critical patent/JP2906394B2/en
Publication of JPH1061851A publication Critical patent/JPH1061851A/en
Application granted granted Critical
Publication of JP2906394B2 publication Critical patent/JP2906394B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】本発明は中・大径ヒューム管
(内径500mm〜3000mm)とマンホール(組立人孔
及び現場打ち人孔)(内径寸法900〜3000mm)と
の継手構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between a medium / large-diameter fume pipe (inner diameter 500 mm to 3000 mm) and a manhole (assembly hole and cast-in hole) (inner diameter 900 to 3000 mm).

【0002】[0002]

【従来の技術】昨年1月、神戸市を中心に未曾有の被害
をもたらした兵庫県南部地震は、下水処理場やポンプ場
にも被害を与え、土木建築構造物の亀裂や道路の陥没の
ほか、設備機器や配管類の損壊や破断が発生しました。
又、下水道管渠についても、マンホール部分の損傷及び
管の破損、管路の蛇行及び継手が外れるといった被害が
発生しました。又、通常施工においても地盤、工法によ
り継手部損傷は問題となっている。ところで、現在行わ
れている中・大径ヒューム管とマンホールの接続として
は下記のような構造が挙げられる。 (1) マンホール2’の接続孔(削孔穴)9’にヒューム
管1’を差し込み、両者間にモルタル10’を充填して固
定する。(図5参照) (2) マンホールの接続孔(削孔穴)に、ゴム輪を外嵌め
したヒューム管を差し込み、両者間にモルタルを充填し
て固定する。 尚、(1) 及び(2) の場合ともマンホールの接続孔に差し
込まれるヒューム管の側端は該マンホールの内側面と面
一となるように円弧形状に形成される。
2. Description of the Related Art In January of last year, the Hyogoken Nanbu Earthquake, which caused unprecedented damage mainly in Kobe City, also damaged sewage treatment plants and pumping stations. , Equipment and piping were damaged or broken.
The sewer sewers also suffered damage such as damage to manholes and pipes, meandering pipes and detached joints. In addition, even in normal construction, damage to the joint due to the ground and the construction method is a problem. By the way, the following structure can be cited as a connection between a medium- and large-diameter fume tube and a manhole that is currently performed. (1) Insert the fume tube 1 'into the connection hole (drilled hole) 9' of the manhole 2 ', and fill and fix the mortar 10' between them. (See Fig. 5) (2) Insert a fume tube fitted with a rubber ring into the connection hole (drilled hole) of the manhole, and fill and fix mortar between both. In both cases (1) and (2), the side end of the fume tube inserted into the connection hole of the manhole is formed in an arc shape so as to be flush with the inner side surface of the manhole.

【0003】[0003]

【発明が解決しようとする課題】上記した従来の接続構
造は、(1) の場合は耐震性が全く無く、前記したように
地震に因る損傷、継手が外れるといった問題を防止する
ことは出来ない。又、(2) の場合はヒューム管とマンホ
ールとの間にゴム輪が介在されることで多少の振動は吸
収されるが、地震に因る管路変動(上下移動、軸方向伸
縮)に対応することは出来ない。尚、内径が450mmま
での小径ヒューム管では一部対応しているものがある
が、内径が500mmから3000mmまでの中径から大径
までの各サイズに使用できるものは存在しない。
The conventional connection structure described above has no seismic resistance in the case of (1), and cannot prevent the problems such as damage due to the earthquake and disconnection of the joint as described above. Absent. In the case of (2), some vibration is absorbed by the rubber ring between the fume tube and the manhole, but it responds to pipeline fluctuation (vertical movement, axial expansion and contraction) due to the earthquake. I can't do that. Some small-diameter fume tubes with an inner diameter of up to 450 mm are partially compatible, but there is no one that can be used for each size from a medium diameter to a large diameter from 500 mm to 3000 mm.

【0004】本発明は上記した従来の技術が有する問題
点に鑑みてなされたもので、その目的とするところは、
水密性を損なわず地震による管路変動(上下移動、軸方
向伸縮)に対応する耐震性に優れた中・大径ヒューム管
とマンホールとの継手構造を提供することにある。
[0004] The present invention has been made in view of the above-mentioned problems of the prior art.
It is an object of the present invention to provide a joint structure between a medium- and large-diameter fume pipe and a manhole that is excellent in seismic resistance against pipeline fluctuations (vertical movement, axial expansion and contraction) due to an earthquake without impairing water tightness.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成する為
に本発明が講じた技術的手段、マンホールの下部周壁に
開設した接続孔にモルタルを介して接続固定する金属製
スリーブと、中・大径ヒューム管の接続部外周に嵌合す
る耐震ゴムリングと、その耐震ゴムリングの外側に締付
け固定する周方向に複数分割された固定バンドとからな
り、前記金属製スリーブの内径は中・大径ヒューム管の
内径と同径とし、固定バンドの開放端側を前記金属製ス
リーブにおけるマンホール周壁より外方に突出する突出
部の先部にボルト止めすることを特徴とする。本発明で
言うところの中・大径ヒューム管とは、内径が500mm
から3000mm位までのものを意味する。
In order to achieve the above object, the present invention provides a technical means, a metal sleeve for connecting and fixing via a mortar into a connection hole formed in a lower peripheral wall of a manhole; It consists of an anti-seismic rubber ring fitted around the outer periphery of the connection part of the large-diameter fume pipe, and a plurality of circumferentially divided fixing bands that are fastened and fixed to the outside of the anti-seismic rubber ring. The diameter of the fume tube is the same as the inner diameter of the fume tube, and the open end side of the fixing band is bolted to the tip of a protruding portion of the metal sleeve protruding outward from the peripheral wall of the manhole. The medium / large-diameter fume tube referred to in the present invention has an inner diameter of 500 mm.
From about to 3000mm.

【0006】マンホールの接続孔に差し込み樹脂モルタ
ルで固定される金属製スリーブのマンホール内面側の端
部は該マンホールの内面と面一となるように円弧状に形
成されている。中・大径ヒューム管の接続部外周に嵌合
する耐震ゴムリングは、固定バンドに対する中・大径ヒ
ューム管の差し込み長さと同じ長さを有した単一のリン
グでも勿論よいが、取扱い性及び経済性などを考慮した
場合は上記した長さを複数本、例えば3本乃至4本でカ
バーする細幅リングとしてもよいものである。又、耐震
ゴムリングは中実体でもよいが、肉厚内に中空部を設け
ることにより、より大きな変動に対応できる。
[0006] The end of the metal sleeve inserted into the connection hole of the manhole and fixed with resin mortar on the inner surface side of the manhole is formed in an arc shape so as to be flush with the inner surface of the manhole. The anti-seismic rubber ring fitted around the connection part of the medium / large diameter fume pipe may be a single ring having the same length as the insertion length of the medium / large diameter fume pipe with respect to the fixed band. In consideration of economy and the like, a narrow ring covering the above-mentioned length with a plurality of, for example, three or four, may be used. Although the earthquake-resistant rubber ring may be a solid body, by providing a hollow portion in the wall thickness, it is possible to cope with larger fluctuations.

【0007】更に上記耐震ゴムリングの外側に締め付け
固定する周方向に複数分割された固定バンドは、2分
割、3分割等任意であり、それら分割されたリング部材
は全てを後取り付けとしても、或いは複数分割のうち少
なくとも一つのリング部材を前記した金属製スリーブに
予め接続固定しておいてもよいものである。その場合、
固定するリング部材は金属製スリーブにおける外周下側
に取り付け、その固定したリング部材に耐震ゴムリング
を嵌めた中・大径ヒューム管を上から載せるようにして
施工出来るようにする。
[0007] Further, the fixing band divided into a plurality of parts in the circumferential direction for fastening and fixing to the outside of the above-mentioned seismic rubber ring can be divided into two parts, three parts, and the like. At least one ring member of the plurality of divisions may be connected and fixed in advance to the metal sleeve described above. In that case,
The ring member to be fixed is attached to the lower side of the outer periphery of the metal sleeve, so that a medium-sized or large-diameter fume tube in which an anti-seismic rubber ring is fitted to the fixed ring member can be mounted from above.

【0008】上記手段によれば、中・大径ヒューム管は
金属製スリーブと固定バンドを介してマンホールと一体
化され、しかも中・大径ヒューム管は前記固定バンドに
耐震ゴムリングを介して連結されているため、管路の変
動は耐震ゴムで吸収される。
According to the above means, the middle / large diameter fume tube is integrated with the manhole via the metal sleeve and the fixing band, and the medium / large diameter fume tube is connected to the fixing band via the earthquake-resistant rubber ring. Therefore, fluctuations in the pipeline are absorbed by the rubber.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は中・大径ヒューム管をマン
ホールに継手を介して接続した状態を示す斜視図出、図
中、1は中・大径ヒューム管、2はマンホールで、この
中・大径ヒューム管1とマンホール2とが継手Aで連結
されている。継手Aは、金属製スリーブ3と、その金属
製スリーブ3の一側部にボルト止めされる複数分割の固
定バンド4と、該固定バンドの内側に位置して中・大径
ヒューム管1の外周に嵌められる耐震ゴムリング5とで
構成され、金属製スリーブ3の内径は中・大径ヒューム
管1の内径と同径とし金属製スリーブ3と中・大径ヒュ
ーム管1との接続部分に段差が生じないようにしてあ
る。又、金属製スリーブ3におけるマンホール2に開設
された接続孔9への差し込み側3a は該マンホール2の
内面と面一となるように円弧状に形成され、マンホール
2から外側に突出する突出部3b の端側には固定バンド
4の取り付け部3cが形成されており、その取り付け部
3c には固定バンド4がボルト止め6されるネジ孔が形
成されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing a state in which a medium / large diameter fume pipe is connected to a manhole via a joint. In the drawing, reference numeral 1 denotes a medium / large diameter fume pipe, and 2 denotes a manhole. And the manhole 2 are connected by a joint A. The joint A includes a metal sleeve 3, a plurality of fixed bands 4 bolted to one side of the metal sleeve 3, and an outer periphery of the medium / large diameter fume tube 1 located inside the fixed band. And the inner diameter of the metal sleeve 3 is the same as the inner diameter of the medium / large-diameter fume tube 1, and a step is formed at the connection between the metal sleeve 3 and the medium / large-diameter fume tube 1. Does not occur. A side 3a of the metal sleeve 3 to be inserted into the connection hole 9 formed in the manhole 2 is formed in an arc shape so as to be flush with the inner surface of the manhole 2, and a protruding portion 3b protruding outward from the manhole 2. A fixing portion 4c for the fixing band 4 is formed on one end of the fixing band 4, and a screw hole in which the fixing band 4 is bolted 6 is formed in the mounting portion 3c.

【0010】上記金属製スリーブ3に対してボルト止め
される固定バンド4は、接続する中・大径ヒューム管1
の外径よりも大径なヒューム管締付け部4a と、前記し
た金属製スリーブ3の外径と略同径の内径を有した固定
部4b を備えた円弧状の三部材4-1,4-2,4-3とで構
成され、そのうちの一つの部材4-1は固定部4b が前記
した金属製スリーブ3の取り付け部3c に完全にボルト
止めによって固定され、残りの二つの部材4-2,4-3は
金属製スリーブ3に固定された固定バンド部材4-1の上
に、耐震ゴムリング5を嵌めた中・大径ヒューム管1を
載せた後その外周に被せそれら三つの部材相互を連結締
付けると同時に金属製スリーブ3にボルト止めして固定
するようにしてある。尚、金属製スリーブ3に対して中
・大径ヒューム管1をセットした後固定する固定バンド
部材4-2,4-3におけるボルト止めの孔は長孔とし、耐
震ゴムリングを締付ける為に周方向へ移動調整後固定し
得るようにしてある。
A fixing band 4 bolted to the metal sleeve 3 is connected to a medium / large diameter fume tube 1 to be connected.
An arc-shaped three member 4-1 and 4- having a fume pipe fastening portion 4a having a diameter larger than the outer diameter of the metal sleeve 3 and a fixing portion 4b having an inner diameter substantially the same as the outer diameter of the metal sleeve 3 described above. 2, 4-3. One of the members 4-1 has a fixing portion 4b completely fixed to the mounting portion 3c of the metal sleeve 3 by bolting, and the other two members 4-2. , 4-3 mount the medium- and large-diameter fume tube 1 fitted with the anti-seismic rubber ring 5 on the fixed band member 4-1 fixed to the metal sleeve 3, and then cover the outer periphery thereof with each other. Are fastened to the metal sleeve 3 at the same time as the connection is tightened. The bolt holes in the fixing band members 4-2 and 4-3 for fixing the medium / large-diameter fume tube 1 after setting it on the metal sleeve 3 are made to be long holes. After the movement is adjusted in the direction, it can be fixed.

【0011】前記した中・大径ヒューム管1の接続部外
周に嵌める耐震ゴムリング5は、図4に示すように内側
面(中・大径ヒューム管の外面と接触する面)は微細な
凹凸面とし、外側面は山形の凹凸面に形成され、且つ肉
厚内には空間5a が形成されて、より大きな変動に対応
出来るように形成されている。この耐震ゴムリング5は
中・大径ヒューム管1の接続部外周に複数個(図面では
3個)が嵌められる。又、中・大径ヒューム管の端面が
対向する前記固定バンド4の底部、及び金属製スリーブ
3の取り付け部3c の端面との間には充填用ゴム材7と
硬質スポンジなどからなるクッションゴム8が装着され
る。
As shown in FIG. 4, the anti-seismic rubber ring 5 fitted on the outer periphery of the connecting portion of the medium / large diameter fume tube 1 has an inner surface (a surface which comes into contact with the outer surface of the medium / large diameter fume tube) having minute irregularities. The outer surface is formed as a mountain-shaped uneven surface, and a space 5a is formed in the thickness so as to cope with a larger variation. A plurality (three in the drawing) of the anti-seismic rubber ring 5 is fitted around the connection portion of the middle / large diameter fume pipe 1. Further, between the bottom of the fixed band 4 where the end faces of the medium and large diameter fume pipes face each other and the end face of the mounting portion 3c of the metal sleeve 3, a cushion rubber 8 made of a hard rubber sponge or the like is provided. Is attached.

【0012】次に上記した継手の施工手順を説明する。 (1) 先ず耐震ゴムリング5を中・大径ヒューム管1の端
面より1個づつ嵌めて所定数(3個)を取り付ける。そ
して、滑剤を耐震ゴムリング5と固定バンド4を構成す
る三つの部材4-1,4-2,4-3に塗布する。この時、三
つの部材相互の締め付けに使用するボルトにも滑剤を塗
布する。 (2) 金属製スリーブ3をマンホール2内に入れ、該マン
ホール2の周壁に開設した接続孔(削孔穴)9に合わ
せ、接続する中・大径ヒューム管1側に引き寄せる。こ
の時、マンホール2内側の曲線と金属製スリーブ3の差
し込み側3a の側端の曲線を合わせる。 (3) 上記の金属製スリーブ3の取り付け部3c に固定バ
ンド4を構成する三部材のうちの一部材4-1をボルト止
め6によって完全に固定する。 (4) 完全に固定したバンド部材4-1が中・大径ヒューム
管1の下に位置するように金属製スリーブ3を回転させ
る。 (5) 固定バンド4における残りの二部材4-2,4-3の固
定部4b を金属製スリーブ3の取り付け部3c に合わ
せ、それらバンド部材4-2,4-3を金属製スリーブ3に
ボルトで仮止めする。 (6) 三つのバンド部材4-1,4-2,4-3相互を水膨張性
シール材を挟みボルト・ナット11で徐々に締め付ける。
この時、1カ所を締め過ぎないようにして3カ所を均等
に締めにようにする。金属製スリーブ3はマンホールの
接続孔9に樹脂モルタル10を充填して接続一体化する。
Next, the procedure for installing the above-described joint will be described. (1) First, a predetermined number (three) of seismic rubber rings 5 are fitted one by one from the end face of the medium / large diameter fume tube 1 one by one. Then, the lubricant is applied to the three members 4-1, 4-2, and 4-3 forming the earthquake-resistant rubber ring 5 and the fixing band 4. At this time, a lubricant is also applied to bolts used for tightening the three members. (2) The metal sleeve 3 is put into the manhole 2 and is aligned with the connection hole (drilled hole) 9 formed in the peripheral wall of the manhole 2 and drawn toward the medium / large diameter fume pipe 1 to be connected. At this time, the curve inside the manhole 2 and the curve at the side end of the insertion side 3a of the metal sleeve 3 are matched. (3) One of the three members 4-1 constituting the fixing band 4 is completely fixed to the mounting portion 3c of the metal sleeve 3 by the bolt 6. (4) The metal sleeve 3 is rotated so that the completely fixed band member 4-1 is located below the medium / large diameter fume tube 1. (5) Align the fixing portions 4b of the remaining two members 4-2, 4-3 of the fixing band 4 with the mounting portions 3c of the metal sleeve 3, and attach the band members 4-2, 4-3 to the metal sleeve 3. Temporarily fix with bolts. (6) The three band members 4-1, 4-2, and 4-3 are gradually tightened with the bolts and nuts 11 with the water-swellable sealing material interposed therebetween.
At this time, do not overtighten one place and evenly tighten three places. The metal sleeve 3 is connected and integrated by filling the connection hole 9 of the manhole with the resin mortar 10.

【0013】上記の構成により、中・大径ヒューム管1
は継手Aでマンホール2と一体化され、管路の変動は耐
震ゴムリング5で吸収される。そして、金属製スリーブ
3の内径は中・大径ヒューム管1の内径と同径としたの
で、マンホールの周壁に開設する接続孔の径は従来の中
・大径ヒューム管1をマンホール2に直接差し込んで接
続する場合の接続孔(ヒューム管外径+α)の径より小
さくてよく、孔開け作業が楽になる。更に、従来の孔径
であれば、1サイズ大きい管の接続が可能である。ま
た、孔開け作業は、管種、管厚に関係なく、同一径でよ
く、削孔作業が容易となる。又、中・大径ヒューム管は
金属製スリーブに対して接合するため、該ヒューム管の
端面は直線的に切断する加工でよく、従来の円弧状に切
断加工する作業に比べて加工が容易になる。
With the above configuration, the medium / large diameter fume tube 1
Is integrated with the manhole 2 at the joint A, and the fluctuation of the pipeline is absorbed by the earthquake-resistant rubber ring 5. Since the inner diameter of the metal sleeve 3 is the same as the inner diameter of the medium / large fume tube 1, the diameter of the connection hole formed in the peripheral wall of the manhole is such that the conventional medium / large diameter fume tube 1 is directly connected to the manhole 2. The diameter may be smaller than the diameter of the connection hole (fume tube outer diameter + α) when the connection is made by inserting, thereby facilitating the drilling operation. Furthermore, if the conventional hole diameter is used, it is possible to connect a pipe one size larger. In addition, the drilling work may be the same diameter regardless of the pipe type and the pipe thickness, and the drilling work becomes easy. In addition, since the medium and large diameter fume pipes are joined to the metal sleeve, the end face of the fume pipe may be cut straight, which is easier than the conventional arc-shaped cutting work. Become.

【0014】[0014]

【発明の効果】本発明の中・大径ヒューム管の継手構造
は請求項1に記載の構成により、中・大径ヒューム管は
金属製スリーブ及び固定バンドからなる継手によってマ
ンホールと一体化され、しかも管路の変動(上下移動、
軸方向伸縮)は耐震ゴムリングで吸収される。従って、
地震に因ってマンホールからヒューム管が外れるといっ
たことを確実に防止できる耐震性に優れた継手を提供す
ることができる。しかも、継手は金属製スリーブと複数
分割の固定バンドからなる二分割式であるため、単一構
造の継手に比べて軽量化を計ることができると共に、接
続作業の省力化を計ることができる。又、中・大径ヒュ
ーム管は金属製スリーブに対して接合するため、該ヒュ
ーム管の端面は直線的に切断する加工でよく、従来の円
弧状に切断加工する作業に比べて加工が容易になる。
又、請求項2に記載の構成により、ヒューム管と金属製
スリーブとの接続作業を容易に行うことができる。更
に、請求項3に記載の構成により、金属製スリーブは面
倒な溶接加工は無く製作が容易であり、経済的な継手構
造を提供できる。
According to the joint structure of the present invention, the middle and large diameter fume tube is integrated with the manhole by a joint comprising a metal sleeve and a fixing band. Moreover, fluctuations in the pipeline (up and down movement,
Axial expansion and contraction) is absorbed by the rubber ring. Therefore,
It is possible to provide a joint excellent in earthquake resistance, which can surely prevent the fume pipe from coming off the manhole due to the earthquake. In addition, since the joint is a two-part type consisting of a metal sleeve and a plurality of fixed bands, it is possible to reduce the weight as compared with a joint having a single structure, and to save labor for the connection work. In addition, since the medium and large diameter fume pipes are joined to the metal sleeve, the end face of the fume pipe may be cut straight, which is easier than the conventional arc-shaped cutting work. Become.
Further, according to the configuration of the second aspect, the connection operation between the fume tube and the metal sleeve can be easily performed. Furthermore, according to the configuration of the third aspect, the metal sleeve is easy to manufacture without troublesome welding, and can provide an economical joint structure.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る継手によってヒューム管とマンホ
ールとを接続した状態を示す斜視図である。
FIG. 1 is a perspective view showing a state in which a fume tube and a manhole are connected by a joint according to the present invention.

【図2】継手部分の拡大断面図である。FIG. 2 is an enlarged sectional view of a joint portion.

【図3】図2の(3)−(3)線に沿える縦断断面図で
ある。
FIG. 3 is a longitudinal sectional view taken along line (3)-(3) of FIG. 2;

【図4】耐震ゴムリングを示す断面図である。FIG. 4 is a sectional view showing an earthquake-resistant rubber ring.

【図5】従来のヒューム管とマンホールとの接続構造を
示す断面図である。
FIG. 5 is a cross-sectional view showing a conventional connection structure between a fume tube and a manhole.

【符号の説明】[Explanation of symbols]

1…中・大径ヒューム管 2…大型マンホール 3…金属製スリーブ 4…固定バンド 5…耐震ゴムリング A…継手 DESCRIPTION OF SYMBOLS 1 ... Medium and large diameter fume tube 2 ... Large manhole 3 ... Metal sleeve 4 ... Fixed band 5 ... Seismic rubber ring A ... Joint

フロントページの続き (58)調査した分野(Int.Cl.6,DB名) F16L 27/00 - 27/12 F16L 49/00 F16L 21/00 - 21/08 Continuation of the front page (58) Field surveyed (Int. Cl. 6 , DB name) F16L 27/00-27/12 F16L 49/00 F16L 21/00-21/08

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 中・大径ヒューム管とマンホールとの継
手構造であって、マンホールの下部周壁に開設した接続
孔にモルタルを介して接続固定する金属製スリーブと、
中・大径ヒューム管の接続部外周に嵌合する耐震ゴムリ
ングと、その耐震ゴムリングの外側に締付け固定する周
方向に複数分割された固定バンドとからなり、前記金属
製スリーブの内径は中・大径ヒューム管の内径と同径と
し、固定バンドの開放端側を前記金属製スリーブにおけ
るマンホール周壁より外方に突出する突出部の先部にボ
ルト止めすることを特徴とする中・大径ヒューム管の継
手構造。
1. A joint structure between a middle / large-diameter fume pipe and a manhole, wherein the metal sleeve is connected and fixed via a mortar to a connection hole formed in a lower peripheral wall of the manhole;
It consists of an anti-seismic rubber ring fitted around the outer periphery of the connection part of the medium and large diameter fume pipe, and a plurality of circumferentially divided fixing bands that are fastened and fixed to the outside of the anti-seismic rubber ring. -The middle diameter and the large diameter, wherein the inner diameter of the fixing band is the same as the inner diameter of the large-diameter fume tube, and the open end side of the fixing band is bolted to the tip of a protruding portion protruding outward from the manhole peripheral wall of the metal sleeve. Fume pipe joint structure.
【請求項2】 上記固定バンドが周方向に3分割され、
そのうちの一つが金属製スリーブに予め固定されている
ことを特徴とする請求項1記載の中・大径ヒューム管の
継手構造。
2. The fixed band is divided into three in the circumferential direction,
2. The joint structure for a medium / large diameter fume pipe according to claim 1, wherein one of the pipes is fixed in advance to a metal sleeve.
【請求項3】 上記継手構造中の金属製スリーブを、直
接流水に接する部分は耐蝕性金属とし、それ以外は他の
金属として両者をボルト・ナットによって連結一体化し
たことを特徴とする請求項1又は請求項2記載の中・大
径ヒューム管の継手構造。
3. A metal sleeve in the joint structure, wherein a portion in direct contact with flowing water is made of a corrosion-resistant metal, and the other is made of another metal and connected and integrated by bolts and nuts. 3. The joint structure for a medium / large diameter fume pipe according to claim 1.
JP8223665A 1996-08-26 1996-08-26 Fume pipe joint structure Expired - Lifetime JP2906394B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8223665A JP2906394B2 (en) 1996-08-26 1996-08-26 Fume pipe joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8223665A JP2906394B2 (en) 1996-08-26 1996-08-26 Fume pipe joint structure

Publications (2)

Publication Number Publication Date
JPH1061851A JPH1061851A (en) 1998-03-06
JP2906394B2 true JP2906394B2 (en) 1999-06-21

Family

ID=16801739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8223665A Expired - Lifetime JP2906394B2 (en) 1996-08-26 1996-08-26 Fume pipe joint structure

Country Status (1)

Country Link
JP (1) JP2906394B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102632413B1 (en) * 2023-12-11 2024-02-02 동양특수콘크리트 (주) Manhole to prevent sinking

Also Published As

Publication number Publication date
JPH1061851A (en) 1998-03-06

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