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JP3902482B2 - Connection structure between manhole and piping - Google Patents
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JP3902482B2 - Connection structure between manhole and piping - Google Patents

Connection structure between manhole and piping Download PDF

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Publication number
JP3902482B2
JP3902482B2 JP2002034388A JP2002034388A JP3902482B2 JP 3902482 B2 JP3902482 B2 JP 3902482B2 JP 2002034388 A JP2002034388 A JP 2002034388A JP 2002034388 A JP2002034388 A JP 2002034388A JP 3902482 B2 JP3902482 B2 JP 3902482B2
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JP
Japan
Prior art keywords
manhole
pipe
hole
flange
peripheral 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.)
Expired - Fee Related
Application number
JP2002034388A
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Japanese (ja)
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JP2003239303A (en
Inventor
武彦 渡部
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.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP2002034388A priority Critical patent/JP3902482B2/en
Publication of JP2003239303A publication Critical patent/JP2003239303A/en
Application granted granted Critical
Publication of JP3902482B2 publication Critical patent/JP3902482B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、地中に埋設されるマンホールと配管との接続構造に関し、詳しくはマンホールの内側から配管を簡単に接続できると共に、マンホールと配管とを伸縮及び屈曲自在に接続できるマンホールと配管との接続構造に関する。
【0002】
【従来の技術】
一般に、上下水道の配管、あるいは通信ケーブル等を挿通するための保護用配管をコンクリート製のマンホールに接続するとき、マンホールの側壁に穿設した貫通孔に配管の一端部を挿入し、配管の外周面と貫通孔の内周面との隙間にモルタル等を充填して接続することが行われている。ところが、このモルタル等を用いてマンホールと配管とを剛体接続した場合には、地震や地盤沈下の際に両者の変位が吸収されないため、配管が折損したり、マンホールとの接続部が破損することがあった。
【0003】
【発明が解決しようとする課題】
この問題を解決するため、近年耐震ジョイントと称するゴム製継手を介してマンホールと配管とを接続する構造が提案されているが、いずれの場合もマンホールの外側から配管を接続する構造となっている。このため、接続作業にあたっては、マンホールの外側を掘り起こして作業空間を作る必要があり、工事が大掛かりとなるだけでなく、付近の交通にも大きな影響を及ぼすことにもなるという問題があった。特に、マンホールと配管とがモルタル等で剛体接続した既存の接合部を耐震性の接続構造に変更する場合には、施工作業に手間が掛るという問題があった。
【0004】
本発明はかかる課題を解決したものであって、マンホールの内側から配管を簡単に接続できると共に、マンホールと配管とを伸縮及び屈曲自在に接続できるマンホールと配管との接続構造を提供するものである。
【0005】
【課題を解決するための手段】
本発明は、マンホールの側壁に設けた貫通孔に配管の一端部を挿入し、前記貫通孔と配管の一端部とを継手を介して接続したマンホールと配管との接続構造であって、前記貫通孔の内周面と配管の外周面との間に挿入する短管部の一端にフランジ状に拡開した鍔部を設けて該鍔部をマンホールの内壁にアンカーボルトで固定し、また前記短管部の他端に設けたフランジにねじ部材を介してリング状の押圧板を接続し、該フランジと押圧板との間に介装した弾性シール材をねじ部材の締め付けにより内周側及び外周側に膨張させて配管の外周面と貫通孔の内周面に圧着させたことを特徴とする。
【0006】
【発明の実施の形態】
以下、本発明の実施の態様を図面にて詳細に説明する。
図1は本発明の一実施例を示すマンホールと配管との接続構造を示す断面図、図2はマンホールと配管とがモルタル等によって剛体接合された既設のマンホールの側壁に貫通孔を穿設する工程を示す断面図であって、本発明はマンホール1の側壁に設けた貫通孔11に配管2の一端部を挿入し、前記貫通孔11と配管2の一端部とを継手3を介して接続したものである。
【0007】
本発明で使用する継手3は、ステンレス等の耐食性を備えた金属部材、あるいは塩化ビニル樹脂等のプラスチックからなり、マンホール1の側壁に設けた貫通孔11の内周面と配管2の外周面との間に挿入される短管部31の一端に鍔部32が設けられている。前記鍔部32はフランジ状に拡開すると共にマンホール1の内壁と当接する湾曲面に形成されており、その外周縁にはアンカーボルト4が挿通される複数の貫通孔321が設けられている。
【0008】
前記継手3が固定されるマンホール1の内壁適所にはアンカーナット41が埋設されており、該アンカーナット41と螺合したアンカーボルト4によってマンホール1の内壁に継手3が固定されている。継手3の鍔部32とマンホール1の内壁との間には、必要に応じてポリウレタン等のクッション材や、エポキシ系のパテ7等を適宜介在させることができる。
【0009】
一方、継手3を構成する短管部31の他端には内周側に突出するフランジ33が設けられており、該フランジ33とこの外側に対向配置されたリング状の押圧板34とがねじ部材5によって連結され、両者の間に弾性シール材6が挟持されている。シール材6はゴム等の弾性部材からなるものであって、ねじ部材5の締め付け作用によってフランジ33と押圧板34の間隔が縮小すると内周側及び外周側に膨張し、配管2の外周面と貫通孔11の内周面に圧着して水密性が確保される。
【0010】
弾性シール材6によるマンホール1と配管2との接続部の外側、つまり貫通孔11の外側はステンレス、あるいはプラスチック等の耐食性を備えた網8によって被われ、土砂等が当該接続部に浸入しないように形成されている。また、貫通孔11の内側には、前記ねじ部材5を覆い隠すと共に、配管2を中心位置に保持するための合成ゴム等からなるリング状の弾性部材9が装着されているが、この弾性部材9は必要に応じて設ければよい。
【0011】
前記継手3を用いた接続構造は、新設のマンホールに配管を接続する際に好適に使用できるが、図2に示した如くマンホールと配管とがモルタル等によって剛体接続された既設のマンホールに適用することもできる。この施工例の場合には、まずマンホール1の内側からホールソーで側壁に図中にニ点鎖線で示した如く貫通孔を穿孔する。
【0012】
次に、配管3の外周面に付着しているモルタル等を取り除き、きれいに清掃する。そこで、図1に示した如く貫通孔11を通してリング状に形成した網8を配管2に外挿しながらマンホール1の外壁側に移動させ、網8を押し広げてその周辺部をマンホール1の外壁にセットする。このようにして貫通孔11の外側を網8で被って土砂等がマンホール1内に侵入するのを防止する。
【0013】
そこで、マンホール1の内壁適所にアンカーナット41を埋設し、継手3の先端部、即ちフランジ33と押圧板34との間に弾性シール材6を介装した短管部31を配管2に外挿した後、鍔部32に設けられた貫通孔321にアンカーボルト4を挿入して前記アンカーナット41に螺合する。このとき、必要に応じて継手3の鍔部32とマンホール1の内壁との間にポリウレタン等のクッション材や、エポキシ系のパテ7等を適宜介在させることができる。
【0014】
最後に、ねじ部材5を締め付け、フランジ33と押圧板34との間で圧縮されて内周側及び外周側に膨張した弾性シール材6を配管2の外周面と貫通孔11の内周面に圧着させる。そこで、必要に応じて貫通孔11の内側に合成ゴム等からなるリング状の弾性部材9を装着する。
【0015】
かくして図1に示した接続状態となり、マンホール1の貫通孔11と配管2とが弾性シール材6を介して伸縮及び屈曲自在に接続されるため、地震や地盤沈下が発生しても配管2が折損したり、マンホール1との接合部が破損することもない。
【0016】
【発明の効果】
以上詳述した如く、本発明の接続構造によれば、マンホールの内側からの操作だけで配管を接続できるので、現場での施工時間を大幅に短縮することができ、耐震性に優れた接続が得られる。特に、マンホールと配管とがモルタル等によって剛体接続した既設のマンホールに対しても、マンホールの内側からの接続作業によって耐震性に優れた接続構造に変更することができる。
【図面の簡単な説明】
【図1】本発明の一実施例を示すマンホールと配管との接続構造を示す断面図である。
【図2】モルタル等によって剛体接続された既設のマンホールの側壁に貫通孔を穿設する工程を示す断面図である。
【符号の説明】
1 マンホール
2 配管
3 継手
4 アンカーボルト
5 ねじ部材
6 弾性シール材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a connection structure between a manhole embedded in the ground and a pipe, and more specifically, the pipe can be easily connected from the inside of the manhole, and the manhole and the pipe can be connected to each other so that the manhole and the pipe can be expanded and contracted. Concerning connection structure.
[0002]
[Prior art]
In general, when connecting a protection pipe for inserting a water and sewage pipe or a communication cable to a concrete manhole, insert one end of the pipe into a through-hole drilled in the side wall of the manhole, and A gap between the surface and the inner peripheral surface of the through-hole is filled with mortar or the like and connected. However, when manholes and pipes are rigidly connected using this mortar, the displacement of the two is not absorbed in the event of an earthquake or ground subsidence, so the pipes may break or the connection with the manholes will be damaged. was there.
[0003]
[Problems to be solved by the invention]
In order to solve this problem, a structure for connecting a manhole and a pipe through a rubber joint called a seismic joint has been proposed in recent years. In either case, the pipe is connected from the outside of the manhole. . For this reason, in the connection work, it is necessary to dig up the outside of the manhole to create a work space, which not only makes the construction large, but also has a problem of greatly affecting nearby traffic. In particular, when an existing joint in which manholes and pipes are rigidly connected with mortar or the like is changed to an earthquake-resistant connection structure, there is a problem that it takes time for construction work.
[0004]
The present invention solves such a problem, and provides a connection structure between a manhole and a pipe that can easily connect the pipe from the inside of the manhole and can connect the manhole and the pipe so that the pipe can be expanded and contracted. .
[0005]
[Means for Solving the Problems]
The present invention is a connection structure between a manhole and a pipe in which one end of a pipe is inserted into a through hole provided in a side wall of a manhole, and the through hole and one end of the pipe are connected via a joint. A flange that expands in the form of a flange is provided at one end of a short pipe inserted between the inner peripheral surface of the hole and the outer peripheral surface of the pipe, and the flange is fixed to the inner wall of the manhole with an anchor bolt. A ring-shaped pressing plate is connected to a flange provided at the other end of the pipe portion via a screw member, and an elastic seal material interposed between the flange and the pressing plate is tightened with the screw member to the inner periphery side and outer periphery. It is expanded to the side, and is crimped to the outer peripheral surface of the pipe and the inner peripheral surface of the through hole.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
FIG. 1 is a cross-sectional view showing a connection structure between a manhole and a pipe according to an embodiment of the present invention. FIG. 2 shows a through-hole formed in a side wall of an existing manhole in which the manhole and the pipe are rigidly joined by mortar or the like. It is sectional drawing which shows a process, Comprising: This invention inserts the one end part of the piping 2 in the through-hole 11 provided in the side wall of the manhole 1, and connects the said through-hole 11 and the one end of the piping 2 via the coupling 3. It is a thing.
[0007]
The joint 3 used in the present invention is made of a corrosion-resistant metal member such as stainless steel or a plastic such as vinyl chloride resin, and the inner peripheral surface of the through hole 11 provided in the side wall of the manhole 1 and the outer peripheral surface of the pipe 2. A collar portion 32 is provided at one end of the short tube portion 31 inserted between the two. The flange 32 is formed in a curved surface that expands into a flange shape and abuts against the inner wall of the manhole 1, and a plurality of through holes 321 through which the anchor bolts 4 are inserted are provided on the outer peripheral edge thereof.
[0008]
An anchor nut 41 is embedded at a suitable place on the inner wall of the manhole 1 to which the joint 3 is fixed, and the joint 3 is fixed to the inner wall of the manhole 1 by an anchor bolt 4 screwed with the anchor nut 41. A cushioning material such as polyurethane, an epoxy-based putty 7 or the like can be appropriately interposed between the flange portion 32 of the joint 3 and the inner wall of the manhole 1 as necessary.
[0009]
On the other hand, a flange 33 projecting toward the inner peripheral side is provided at the other end of the short pipe portion 31 constituting the joint 3, and the flange 33 and a ring-shaped pressing plate 34 arranged to face the outside are screwed together. The elastic sealing material 6 is clamped between the members 5 connected to each other. The sealing material 6 is made of an elastic member such as rubber. When the distance between the flange 33 and the pressing plate 34 is reduced by the tightening action of the screw member 5, the sealing material 6 expands to the inner peripheral side and the outer peripheral side, and the outer peripheral surface of the pipe 2. Water tightness is ensured by pressure bonding to the inner peripheral surface of the through hole 11.
[0010]
The outside of the connecting portion between the manhole 1 and the pipe 2 by the elastic sealing material 6, that is, the outside of the through hole 11 is covered with a net 8 having corrosion resistance such as stainless steel or plastic so that earth and sand do not enter the connecting portion. Is formed. Further, a ring-shaped elastic member 9 made of synthetic rubber or the like for covering the screw member 5 and holding the pipe 2 at the center position is mounted inside the through hole 11. 9 may be provided as necessary.
[0011]
The connection structure using the joint 3 can be suitably used when connecting a pipe to a new manhole. However, as shown in FIG. 2, the connection structure is applied to an existing manhole in which the manhole and the pipe are rigidly connected by a mortar or the like. You can also. In the case of this construction example, a through hole is first drilled from the inside of the manhole 1 with a hole saw on the side wall as shown by a two-dot chain line in the figure.
[0012]
Next, the mortar etc. adhering to the outer peripheral surface of the pipe 3 is removed and cleaned cleanly. Therefore, as shown in FIG. 1, the net 8 formed in a ring shape through the through-hole 11 is moved to the outer wall side of the manhole 1 while being extrapolated to the pipe 2, and the net 8 is spread to make its peripheral part the outer wall of the manhole 1. set. In this way, the outside of the through-hole 11 is covered with the net 8 to prevent earth and sand from entering the manhole 1.
[0013]
Therefore, an anchor nut 41 is embedded at a suitable position on the inner wall of the manhole 1, and the distal end portion of the joint 3, that is, the short pipe portion 31 having the elastic sealing material 6 interposed between the flange 33 and the pressing plate 34 is extrapolated to the pipe 2. After that, the anchor bolt 4 is inserted into the through hole 321 provided in the flange portion 32 and screwed into the anchor nut 41. At this time, a cushioning material such as polyurethane, an epoxy-based putty 7 or the like can be appropriately interposed between the flange portion 32 of the joint 3 and the inner wall of the manhole 1 as necessary.
[0014]
Finally, the screw member 5 is tightened, and the elastic sealing material 6 compressed between the flange 33 and the pressing plate 34 and expanded on the inner peripheral side and the outer peripheral side is applied to the outer peripheral surface of the pipe 2 and the inner peripheral surface of the through hole 11. Crimp. Therefore, a ring-shaped elastic member 9 made of synthetic rubber or the like is attached inside the through hole 11 as necessary.
[0015]
Thus, the connection state shown in FIG. 1 is established, and the through hole 11 of the manhole 1 and the pipe 2 are connected to each other via the elastic sealing material 6 so that they can be expanded and contracted, so that the pipe 2 can be connected even if an earthquake or ground subsidence occurs. There is no breakage or damage to the joint with the manhole 1.
[0016]
【The invention's effect】
As described above in detail, according to the connection structure of the present invention, since piping can be connected only from the inside of the manhole, construction time at the site can be greatly shortened, and connection with excellent earthquake resistance can be achieved. can get. In particular, an existing manhole in which manholes and pipes are rigidly connected by mortar or the like can be changed to a connection structure having excellent earthquake resistance by connecting work from the inside of the manhole.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a connection structure between a manhole and piping according to an embodiment of the present invention.
FIG. 2 is a cross-sectional view showing a step of forming a through hole in a side wall of an existing manhole rigidly connected by mortar or the like.
[Explanation of symbols]
1 Manhole 2 Piping 3 Joint 4 Anchor Bolt 5 Screw Member 6 Elastic Seal Material

Claims (1)

マンホールの側壁に設けた貫通孔に配管の一端部を挿入し、前記貫通孔と配管の一端部とを継手を介して接続したマンホールと配管との接続構造であって、前記貫通孔の内周面と配管の外周面との間に挿入される短管部の一端にフランジ状に拡開した鍔部を設けて該鍔部をマンホールの内壁にアンカーボルトで固定し、また前記短管部の他端に設けたフランジにねじ部材を介してリング状の押圧板を接続し、該フランジと押圧板との間に介装した弾性シール材をねじ部材の締め付けにより内周側及び外周側に膨張させて配管の外周面と貫通孔の内周面に圧着させたことを特徴とするマンホールと配管との接続構造。One end portion of a pipe is inserted into a through hole provided in a side wall of a manhole, and the manhole and the pipe are connected to each other through a joint, and the inner periphery of the through hole A flange portion that is widened in a flange shape is provided at one end of the short pipe portion inserted between the surface and the outer peripheral surface of the pipe, and the flange portion is fixed to the inner wall of the manhole with an anchor bolt. A ring-shaped pressing plate is connected to a flange provided at the other end via a screw member, and an elastic sealing material interposed between the flange and the pressing plate is expanded to the inner peripheral side and the outer peripheral side by tightening the screw member. A manhole-pipe connection structure characterized in that it is crimped to the outer peripheral surface of the pipe and the inner peripheral surface of the through hole.
JP2002034388A 2002-02-12 2002-02-12 Connection structure between manhole and piping Expired - Fee Related JP3902482B2 (en)

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JP3902482B2 true JP3902482B2 (en) 2007-04-04

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100646447B1 (en) * 2004-11-13 2006-11-23 신우콘크리트산업 주식회사 Manhole with insert end
JP2007051736A (en) * 2005-08-19 2007-03-01 Denso Corp Piping connection device and piping connecting method

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