JPH116166A - Manhole - Google Patents

Manhole

Info

Publication number
JPH116166A
JPH116166A JP9159881A JP15988197A JPH116166A JP H116166 A JPH116166 A JP H116166A JP 9159881 A JP9159881 A JP 9159881A JP 15988197 A JP15988197 A JP 15988197A JP H116166 A JPH116166 A JP H116166A
Authority
JP
Japan
Prior art keywords
manhole
catch basin
rotary shaft
peripheral edge
laying
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
JP9159881A
Other languages
Japanese (ja)
Inventor
Motomune Sasaki
基宗 佐々木
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP9159881A priority Critical patent/JPH116166A/en
Publication of JPH116166A publication Critical patent/JPH116166A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To freely install a manhole on an installing surface having a predetermined gradient by installing a catch basin connected to an inlet and outlet near an invert portion in a freely oscillating manner near a lower end peripheral edge portion of a rising pipe. SOLUTION: A catch basin 2 is formed by connecting together an inlet and an outlet in an invert portion. Then, on a catch basin, a coupling socket is fitted, and a rotary shaft 3 is provided which is made of a metal rotary shaft such as iron or steel, or a fiber-strengthened synthetic resin rotary shaft made of a glass fiber strengthened polyester resin. During construction work, near a lower end peripheral edge portion of a rising pipe 1, the catch basin 2 is attached in a freely oscillating manner by a rotary shaft 3 and a manhole is formed. Then, the manhole is lowered from the ground surface to an embedded hole 5 excavated to a sewer pipe laying floor, the bottom surface of the catch basin 2 is pressed to a laying floor and turned to an angle aligned with the gradient of the laying floor and arranged. In addition, a lid body 4 is placed on the upper end edge of the rising pipe 1. By doing this, the manhole can be installed freely on a laying surface having a certain slope.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、マンホールに関
し、更に詳しくは、傾斜地においてその勾配を自在に調
整することができるマンホールに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a manhole, and more particularly, to a manhole whose inclination can be freely adjusted on a slope.

【0002】[0002]

【従来の技術】各所の汚水を集めて平坦な地域や傾斜地
等その地形に応じて終末処理場まで導き、浄化、放流さ
れる。平坦な地域におけるマンホールの敷設は、市販さ
れている合成樹脂製等の排水枡や立上り管等のマンホー
ル部材を適宜組み合わせて接合していくだけで、容易に
組み立てを完了し得るものであるが、傾斜地等で敷設面
自体が傾斜面となっている場合、上記マンホール部材を
一々その傾斜に合わせて切欠いたり、該切欠部にこれと
接合される他のマンホール部材を接合するための接合部
材を特別に作製して付加する等、地下部分だけでも面倒
な準備加工や多数の施工工程を要する上に、地表部に現
れる立上がり部材頂部の蓋体を、傾斜する地表面と面一
に設けるのにも前記すると同様の煩わしい準備加工と施
工工程を要するものである。
2. Description of the Related Art Sewage from various places is collected, guided to a final treatment plant according to the topography such as a flat area or a slope, purified and discharged. Manhole laying in a flat area can be completed easily by simply combining and joining manhole members such as commercially available synthetic resin drainage basins and riser pipes. If the laying surface itself is an inclined surface, etc., the manhole member is notched one by one according to its inclination, or a special joining member for joining another manhole member joined to the notch portion to the notch portion. In addition to making and adding, only the underground part requires cumbersome preparation processing and many construction steps, and the lid of the top of the rising member appearing on the surface of the ground, even if it is provided flush with the inclined ground surface Then, the same cumbersome preparation processing and construction steps are required.

【0003】上記傾斜地におけるマンホールの敷設を、
コンクリート製マンホール部材と付帯するコンクリート
工事でもって行う場合には、そもそも一品一様の工事と
なるので、かかる準備加工は不要であるが、工事自体
に、コンクリートミキシング用の各種機器、道具類を要
し、粉体のセメントから生コンクリートペーストまで汚
くてハードな作業を伴い、且つ、上記作業完了後も得ら
れたコンクリート製品の養生のために長時間を要するも
のであり、更に、得られるコンクリート製マンホール
も、上記合成樹脂製マンホールに比して、耐震性能にお
いて劣るものであるとして、近時、合成樹脂製マンホー
ルの使用が益々増加している現状にある。
[0003] The laying of manholes on the sloping land,
If the work is performed using concrete manhole members and accompanying concrete work, the work will be uniform in the first place, so such preparation processing is not necessary.However, the work itself requires various equipment and tools for concrete mixing. In addition, it involves dirty and hard work from powdered cement to fresh concrete paste, and it takes a long time to cure the obtained concrete product even after the above work is completed. Manholes are also considered to be inferior in seismic performance to the synthetic resin manholes, and the use of synthetic resin manholes has recently been increasing increasingly.

【0004】[0004]

【発明が解決しようとする課題】本発明は、叙上の事実
に鑑みなされたものであって、その目的とするところ
は、敷設地表面の傾斜度合いに拘らず、流入口と流出口
とがインバート部で連なる排水枡を、自在に所定勾配の
敷設面に設置することができるマンホールを提供するこ
とにある。
DISCLOSURE OF THE INVENTION The present invention has been made in view of the above-mentioned facts, and has as its object the purpose of forming an inflow port and an outflow port irrespective of the degree of inclination of the laying surface. It is an object of the present invention to provide a manhole in which a drainage basin connected in an inverting section can be freely installed on a laying surface having a predetermined slope.

【0005】[0005]

【課題を解決するための手段】請求項1記載の発明は、
立上り管の下端周縁部付近に、集水口と排出口とがイン
バート部で連なる排水枡が揺動自在に取り付けられてな
ることを特徴とするマンホールをその要旨とする。
According to the first aspect of the present invention,
The gist of the present invention is a manhole, which is characterized in that a drainage basin in which a water collection port and a discharge port are connected in an invert portion is swingably mounted near a lower end peripheral portion of the riser pipe.

【0006】本発明において用いられる排水枡及び立上
り管の材質は特に限定されるものではないが、例えば、
硬質塩化ビニル樹脂や低発泡ポリプロピレン等の合成樹
脂が挙げられる。
[0006] The material of the drainage basin and riser used in the present invention is not particularly limited.
Synthetic resins such as hard vinyl chloride resin and low-expanded polypropylene are exemplified.

【0007】又、立上り管の下端周縁部付近に上記排水
枡を揺動自在に取り付けられるための回動軸は、剪断強
度、曲げ強度等の必要強度を有するものであれば特に限
定されるものではないが、例えば、鉄鋼、ステンレス
鋼、その他の金属製回動軸、ガラス繊維強化ポリエステ
ル樹脂、カーボン繊維強化ポリエステル樹脂等の繊維強
化合成樹脂製回動軸、ポリフェニレンサルフェート(P
PS)、ポリフェニレンエーテル(PPE)、ポリアリ
レート、ポリエーテルエーテルケトン(PEEK)、ポ
リエーテルサルホン(PES)等のエンジニアリングプ
ラスチック回動軸等が挙げられる。
[0007] The rotating shaft for swingably mounting the drainage basin near the lower peripheral edge of the riser pipe is not particularly limited as long as it has necessary strength such as shear strength and bending strength. However, for example, a rotating shaft made of steel, stainless steel, or another metal, a rotating shaft made of a fiber-reinforced synthetic resin such as a glass fiber reinforced polyester resin or a carbon fiber reinforced polyester resin, or polyphenylene sulfate (P
PS), polyphenylene ether (PPE), polyarylate, polyetheretherketone (PEEK), polyethersulfone (PES), and other engineering plastic rotating shafts.

【0008】又、上記回動軸の構造は、特に限定される
ものではないが、例えば、上記立上り管の下端周縁部付
近の対向する位置とこれに対応する排水枡の上端周縁部
付近の対向する位置を差し渡して設けられたシャフト
と、該シャフトを回動自在に固定する軸受けが上記立上
り管及び排水枡の差し渡し位置に設けられたものであっ
てもよく、又、上記立上り管の下端周縁部付近の対向す
る位置とこれに対応する排水枡の上端周縁部付近の対向
する位置の各々において上記シャフトと、該シャフトを
回動自在に固定する軸受けが設けられたものであっても
よい。
The structure of the rotating shaft is not particularly limited. For example, an opposing position near the lower end peripheral edge of the riser pipe and a corresponding opposing position near the upper end peripheral edge of the drainage basin corresponding thereto. And a bearing for rotatably fixing the shaft may be provided at a position between the riser and the drainage basin, and a lower end periphery of the riser may be provided. The shaft and a bearing for rotatably fixing the shaft may be provided at an opposing position in the vicinity of the portion and an opposing position in the vicinity of the upper peripheral edge of the drainage basin corresponding thereto.

【0009】上記回動軸が設けられる排水枡の上端周縁
部付近の対向する位置とは、流入口と流出口とがインバ
ート部で連なる排水枡であれば特に限定されるものでは
なく、例えば、流入口と流出口とがインバート部で連な
る上記排水枡の上に、更に、増結ソケットが嵌着され、
該増結ソケット上に上記回動軸が設けられるようになさ
れたものであってもよく、又、上記排水枡の上に、更
に、上記回動軸を含む上下2部分をスチレンブタジエン
ゴム(SBR)やクロロプレンゴム(CR)等の弾性体
からなるパッキング内蔵の水密ジョイント機構で回動自
在に結合している揺動専用の増結リングが嵌着されたも
のであってもよい。
The opposing position near the upper edge of the drainage basin provided with the rotation shaft is not particularly limited as long as the drainage basin in which the inflow port and the outflow port are connected at the invert portion. On the drainage basin where the inflow port and the outflow port are connected at the invert portion, an additional socket is further fitted,
The rotary shaft may be provided on the additional socket. Further, the upper and lower portions including the rotary shaft may be further formed of styrene-butadiene rubber (SBR) on the drainage basin. An additional ring for swinging, which is rotatably connected by a watertight joint mechanism with a built-in packing made of an elastic material such as rubber or chloroprene rubber (CR), may be fitted.

【0010】上記立上り管と排水枡が回動軸で揺動自在
に結合されている摺動部分の摺動面はパッキングンによ
って両側壁との間で水密にシールされていることが好ま
しい。
[0010] It is preferable that the sliding surface of the sliding portion in which the riser pipe and the drainage basin are swingably connected with each other by a rotation axis is sealed water-tightly between both side walls by a packing.

【0011】上記立上り管に揺動自在に取り付けられて
いる排水枡の回動角度は、特に限定されるものではない
が、余り大きくとると、マンホールの地表面に露出する
蓋体の水平面となす角度が大きくなるので、通常15度
程度、12〜13/100の勾配まで調整できるように
設定される。
The rotation angle of the drainage basin that is swingably attached to the riser is not particularly limited, but if it is too large, it forms a horizontal plane of the lid exposed on the ground surface of the manhole. Since the angle becomes large, the angle is usually set to be about 15 degrees and can be adjusted up to a gradient of 12 to 13/100.

【0012】本発明のマンホールは、叙上の如く、立上
り管の下端周縁部付近に、流入口と流出口とがインバー
ト部で連なる排水枡が揺動自在に取り付けられているも
のであるので、組立てられたマンホールを地表面から下
水管敷設床まで掘削された埋設孔に下ろしていき、排水
枡の底面が上記下水管敷設床に押圧されると、該下水管
敷設床に設けられた勾配に合致した角度に自在に回動し
て、上流側及び下流側の下水管と接続可能に配置され
る。尚、実際の施工では排水枡に上流側及び下流側の下
水管が接続された後、該排水枡に立上り管を埋設孔に沿
って下ろしていき、鉛直線から地表面の垂線まで回動し
た位置に自在に回動して、その下端周縁部付近において
接合する場合もある。いずれの場合においても、敷設位
置の地表面の傾斜度合いに拘りなく、平坦地におけると
全く同じ組立方法でマンホール部材を組立てることがで
き、且つ、地表面に露出するマンホール蓋体は、敷設位
置の地表面と面一に設置することができる。
As described above, the manhole of the present invention is provided with a drainage basin in which an inflow port and an outflow port are connected to each other at an invert portion in the vicinity of a lower peripheral edge of a riser so as to be swingable. The assembled manhole is lowered from the ground surface to the buried hole excavated from the ground surface to the sewer pipe laying floor, and when the bottom of the drainage basin is pressed against the sewer pipe laying floor, the slope provided on the sewer pipe laying floor is reduced. It is freely rotatable to the matched angle and arranged so as to be connectable to the upstream and downstream sewage pipes. In the actual construction, after the upstream and downstream sewer pipes were connected to the drainage basin, the riser was lowered along the buried hole in the drainage basin, and turned from the vertical line to the perpendicular to the ground surface. In some cases, it can be freely rotated to the position and joined near the lower edge. In any case, regardless of the degree of inclination of the ground surface at the laying position, the manhole member can be assembled in exactly the same as in the flat ground, and the manhole cover exposed on the ground surface is located at the laying position. It can be installed flush with the ground surface.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施例について、
図面を参照しながら説明するが、本発明は、これらの実
施例に限定されるものではない。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described.
Although described with reference to the drawings, the present invention is not limited to these examples.

【0014】(実施例)図1は本発明のマンホールの一
例を示す斜視図であるが、1は、呼び径300mmの立
上り管であり、2は、呼び径100mmの下水管が連結
される流入口21と流出口22とがインバート部で連な
る排水枡であり、上記立上り管1と排水枡2は、上記立
上り管1の下端周縁部を、これに対応する排水枡2の上
端周縁部の外側に被着し、上記立上り管1の下端周縁部
と排水枡2の上端周縁部の重合った部分を図2に取り出
して示すように、上記立上り管1の下端周縁部には排水
枡2の上端周縁部外壁を摺動し、排水枡2の上端周縁部
は立上り管1の下端周縁部内壁を摺動して揺動方向の水
密性を保つように、各々SBR製のパッキング12及び
23が被着されており、且つ、上記揺動方向と平行する
方向の立上り管1の内面と排水枡2の外面には、両者の
摺動面の水密性を保つように、各々SBR製のパッキン
グ13及び24が挿着されている。4は蓋体であり、立
上り管1の上端縁に被蓋され、例えば、該マンホール埋
設のために道路面に穿設された埋設孔5をその他道路面
と面一に被蓋する。
(Embodiment) FIG. 1 is a perspective view showing an example of a manhole according to the present invention, wherein 1 is a riser having a nominal diameter of 300 mm, and 2 is a flow pipe to which a sewer pipe having a nominal diameter of 100 mm is connected. An inlet 21 and an outlet 22 are a drainage basin connected at an invert portion, and the riser 1 and the drainage basin 2 are arranged so that the lower end periphery of the riser 1 is located outside the upper end periphery of the corresponding drainage basin 2. As shown in FIG. 2, a portion where the lower peripheral edge of the riser pipe 1 overlaps the upper peripheral edge of the drainage tub 2 is shown in FIG. The packings 12 and 23 made of SBR are respectively slid so as to slide on the outer peripheral wall at the upper end and the upper peripheral edge of the drainage basin 2 to slide on the inner wall at the lower peripheral edge of the riser 1 to maintain watertightness in the swinging direction. Rise pipe 1 attached and in a direction parallel to the swing direction The inner surface and outer surface of the catch basin 2, so as to maintain the water-tightness of both the sliding surface of each SBR made packing 13 and 24 are inserted. Reference numeral 4 denotes a cover, which is covered by the upper edge of the riser 1 and covers, for example, a burial hole 5 formed in a road surface for burying the manhole, flush with other road surfaces.

【0015】上記の立上り管1及び排水枡2は、上記立
上り管1の下端周縁部と排水枡2の上端周縁部の重合っ
た部分において、両者の管軸を通る対向する壁面を貫通
する回動軸3によって軸受けを介して揺動自在に水密に
接合されている。
The riser pipe 1 and the drainage basin 2 are formed at a portion where the lower peripheral edge of the riser pipe 1 and the upper peripheral edge of the drainage basin 2 overlap each other by passing through opposing wall surfaces passing through both pipe axes. It is swingably and water-tightly joined by a driving shaft 3 via a bearing.

【0016】図3は、約15度の傾斜を有する道路面に
蓋体を露出するように、道路面に垂直に下水管敷設位置
に達する1.3m長の埋設孔5を穿ち、該埋設孔5に上
記のように組み立てられた排水枡を下ろしていき、排水
枡2が下水管敷設位置床面6を押圧すると、自在に回動
して、下水管敷設位置床面6に設けられている2/10
0の勾配に固定され、上流側及び下流側の下水管とと接
続された。
FIG. 3 shows a buried hole 5 having a length of 1.3 m which reaches a sewage pipe laying position perpendicular to the road surface so as to expose the lid on a road surface having a slope of about 15 degrees. 5, the drain basin assembled as described above is lowered, and when the drain basin 2 presses the sewer pipe laying position floor surface 6, it is freely rotated and provided on the sewer pipe laying position floor surface 6. 2/10
It was fixed at a gradient of 0 and connected to the upstream and downstream drains.

【0017】[0017]

【発明の効果】本発明のマンホールは、叙上の如く構成
されているので、敷設位置の地表面の傾斜度合いに拘り
なく、平坦地におけると全く同じ組立方法でマンホール
部材を組立てることができ、且つ、地表面に露出するマ
ンホール蓋体は、敷設位置の地表面と面一に設置するこ
とができる。
Since the manhole of the present invention is constructed as described above, it is possible to assemble the manhole member by the same assembling method as on a flat ground, regardless of the inclination of the ground surface at the laying position. In addition, the manhole cover exposed on the ground surface can be installed flush with the ground surface at the laying position.

【0018】[0018]

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

【図1】本発明のマンホールの一例を示す斜視図であ
る。
FIG. 1 is a perspective view showing an example of a manhole of the present invention.

【図2】本発明のマンホールの立上り管1の下端周縁部
と排水枡2の上端周縁部の重合った部分を取り出して示
す一部切欠断面図である。
FIG. 2 is a partially cutaway cross-sectional view showing a portion where a lower peripheral edge of a riser pipe 1 of a manhole and an upper peripheral edge of a drainage basin 2 of the present invention are overlapped.

【図3】図1に示されたマンホールを傾斜地において施
工した状態を示す断面図である。
FIG. 3 is a cross-sectional view showing a state where the manhole shown in FIG. 1 is constructed on a slope.

【符号の説明】[Explanation of symbols]

1 立上り管1 2 排水枡 21 流入口 22 流出口 3 回動軸 12、13、23、24 パッキング 4 蓋体 5 埋設孔 6 下水管敷設位置床面 DESCRIPTION OF SYMBOLS 1 Rise pipe 1 2 Drainage basin 21 Inflow 22 Outflow 3 Rotation axis 12, 13, 23, 24 Packing 4 Lid 5 Buried hole 6 Sewer pipe laying position Floor surface

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 立上り管の下端周縁部付近に、流入口と
流出口とがインバート部で連なる排水枡が揺動自在に取
り付けられてなることを特徴とするマンホール。
1. A manhole, wherein a drainage basin in which an inflow port and an outflow port are connected at an invert portion is swingably attached to a vicinity of a lower peripheral edge of a riser.
JP9159881A 1997-06-17 1997-06-17 Manhole Pending JPH116166A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9159881A JPH116166A (en) 1997-06-17 1997-06-17 Manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9159881A JPH116166A (en) 1997-06-17 1997-06-17 Manhole

Publications (1)

Publication Number Publication Date
JPH116166A true JPH116166A (en) 1999-01-12

Family

ID=15703239

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9159881A Pending JPH116166A (en) 1997-06-17 1997-06-17 Manhole

Country Status (1)

Country Link
JP (1) JPH116166A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2887901A1 (en) * 2005-07-04 2007-01-05 Girard Sopreva Soc Par Actions Inspection line for underground pipe, has bottom unit with base wall limited by inner and outer sides of which outer side is inclined relative to inner side along non zero angle, and joint arranged between stackable units

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2887901A1 (en) * 2005-07-04 2007-01-05 Girard Sopreva Soc Par Actions Inspection line for underground pipe, has bottom unit with base wall limited by inner and outer sides of which outer side is inclined relative to inner side along non zero angle, and joint arranged between stackable units

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