JPH0643241Y2 - Structure of the auxiliary inflow pipe of the manhole - Google Patents

Structure of the auxiliary inflow pipe of the manhole

Info

Publication number
JPH0643241Y2
JPH0643241Y2 JP9039389U JP9039389U JPH0643241Y2 JP H0643241 Y2 JPH0643241 Y2 JP H0643241Y2 JP 9039389 U JP9039389 U JP 9039389U JP 9039389 U JP9039389 U JP 9039389U JP H0643241 Y2 JPH0643241 Y2 JP H0643241Y2
Authority
JP
Japan
Prior art keywords
pipe
manhole
main
inflow pipe
pedestal
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
JP9039389U
Other languages
Japanese (ja)
Other versions
JPH0329543U (en
Inventor
重雄 澤山
Original Assignee
ピーシーコンクリート工業株式会社
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 ピーシーコンクリート工業株式会社 filed Critical ピーシーコンクリート工業株式会社
Priority to JP9039389U priority Critical patent/JPH0643241Y2/en
Publication of JPH0329543U publication Critical patent/JPH0329543U/ja
Application granted granted Critical
Publication of JPH0643241Y2 publication Critical patent/JPH0643241Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、マンホールに関し、特にマンホール内への水
の流れを調節する副流入管の構造に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a manhole, and more particularly to a structure of a sub-inflow pipe for controlling the flow of water into the manhole.

(従来の技術と問題点) マンホールは下水暗渠の検査、掃除、排気など種々の作
業を行なうために道路面から地下にほぼ垂直に形成され
るものであるが、マンホール内に流入する下水の高さが
マンホールの底からかなり高い場合、中で作業する者が
下水をかぶる可能性があり、場合によっては、鉄砲水と
同様な突発的水流によって人命を損なう危険もある。
(Prior art and problems) Manholes are formed almost vertically from the road surface to the underground in order to perform various operations such as inspection, cleaning, and exhaust of sewage culverts, but the height of sewage flowing into the manhole is high. If the height is too high from the bottom of the manhole, workers working in it may overwhelm the sewage and, in some cases, risk life-threatening with sudden water streams similar to flash floods.

このため、流入管がある程度の高さ例えば60cm以上の高
さから下水を落下させるようマンホール本管に取り付け
られている場合、下水をマンホールに入る手前で一部落
下させ、下方から落差なしにマンホール内に流入するよ
うな副流入管を装備するのが望ましいとされ、一部では
規格化されている。
For this reason, when the inflow pipe is attached to the manhole main pipe so as to drop the sewage from a certain height, for example, a height of 60 cm or more, a part of the sewage is dropped before entering the manhole and the manhole is not dropped from below. It is desirable to equip a sub-inflow pipe that flows into the inside, and it is standardized in some cases.

この副流入管は、流入管に直結される直管とその下に連
結され且つマンホー本管に連結すL曲管から成り、従来
これを構築するには、直管と曲管を所定の位置に配置し
た後、その周囲に枠を形成し該枠内に生コンクリートを
流し込み固化させることにより行なわれていた。
This sub-inflow pipe is composed of a straight pipe directly connected to the inflow pipe and an L-bend pipe connected to the lower pipe and connected to the Manhoe main pipe. After arranging it in the frame, a frame was formed around it, and fresh concrete was poured into the frame to solidify.

しかし、このような現場での施工は熟練を要するだけで
なく施工期間が長くコスト高であるという問題を有して
いた。
However, such on-site construction not only requires skill but also has a problem that the construction period is long and the cost is high.

また、副流入管は流入管とマンホール本管とに連結され
るのであるが、副流入管とマンホール本管の施工物体の
自重の相違や、埋め戻した周囲の土の密度分布が一定で
はないため、埋設後副流入管がマンホール本管からず
れ、管に亀裂が生じたり、浸水漏水がおこるという欠点
があった。
In addition, the sub-inflow pipe is connected to the inflow pipe and the manhole main, but the difference in the self-weight of the construction objects of the sub-inflow pipe and the manhole main and the density distribution of the backfilled soil are not constant. Therefore, there was a defect that the sub-inflow pipe was displaced from the main manhole main pipe after burial, and the pipe was cracked or water leaked.

(問題点を解決するための手段) 本考案は以上の点に鑑み、現場では単に組み立てるだけ
でよく迅速に施工できると共に、自重の相違や周囲の土
圧に歪みがあっても、マンホール本管と一体化し、水密
性及び耐久性の高い副流入管を提供することを目的とす
るものである。
(Means for Solving Problems) In view of the above points, the present invention can be quickly assembled by simply assembling it on site, and even if there is a difference in its own weight or the surrounding earth pressure is distorted, the main manhole main It is intended to provide a sub-inflow pipe that is integrated with the above and has high water tightness and high durability.

その要旨とするところは、マンホール本管の底板に外接
する弧状側面を有しその上面が底板に向って下り勾配と
なった台座と、L字曲管の開口を上面と側面に臨ませて
埋設し且つその側面をマンホール本管に外接する弧面と
し底面をマンホール本管に向って下り勾配を付与した曲
管ブロックと、L字曲管の上開口と流入管の間に設置さ
れる直管と、一側面がマンホール本管に外接する弧面を
有し中央に直管に嵌る通孔を設けた調節ブロックとの組
み合わせからなるマンホールの副流入管の構造である。
The main points are a pedestal with an arcuate side surface circumscribing the bottom plate of the main manhole main body, the upper surface of which is a downward slope toward the bottom plate, and the opening of the L-shaped curved pipe is buried facing the upper and side surfaces. And a straight pipe installed between the upper opening of the L-shaped bent pipe and the inflow pipe, with its side surface being an arc surface circumscribing the manhole main pipe and the bottom surface having a downward slope toward the manhole main pipe. And a structure of an auxiliary inflow pipe for a manhole, which is formed by a combination with an adjusting block having an arc surface circumscribing the main pipe of one side and having a through hole for fitting a straight pipe in the center.

本考案が適用されるマンホールは一般に下水道用マンホ
ールであるが、特に制限はない。副流入管が取り付けら
れるのは、流入管の高さがマンホールの底から例えば60
cm以上ある場合であり、下水の全部を流入管から吐出さ
せるのではなく、一部をその手前の流路からマンホール
本体の底に向けて分岐する必要がある場合である。
The manhole to which the present invention is applied is generally a sewer manhole, but is not particularly limited. The sub-inflow pipe is attached so that the height of the inflow pipe is, for example, 60 from the bottom of the manhole.
This is the case where the sewage is not less than cm, and not all of the sewage is discharged from the inflow pipe, but a part of the sewage needs to be branched from the channel in front of it to the bottom of the manhole body.

本考案は、台座、L字曲管、曲管ブロック、直管、調節
ブロックの組み合わせから成る。L字曲管及び直管は一
般的はセラミックスを素材とし、、台座、曲管ブロッ
ク、調節ブロックは原則としてコンクリート製品であ
る。
The present invention comprises a combination of a pedestal, an L-shaped curved pipe, a curved pipe block, a straight pipe, and an adjustment block. The L-shaped curved pipe and the straight pipe are generally made of ceramics, and the pedestal, the curved pipe block, and the adjustment block are basically concrete products.

台座は、マンホール本管の底板に外接する弧状側面を有
しその上面は底板に向って下り勾配となっている。その
勾配は特に限定はないが15〜60度の範囲が望ましい。上
面全体が勾配となっている必要はないが、コンクリート
本管から任意長さが上記勾配となっている。
The pedestal has an arcuate side surface circumscribing the bottom plate of the manhole main pipe, and its upper surface has a downward slope toward the bottom plate. The gradient is not particularly limited, but a range of 15 to 60 degrees is desirable. The entire top surface does not have to have a slope, but the arbitrary length from the concrete main pipe has the slope.

L字曲管は、開口を上面と側面に臨ませて曲管ブロック
内に埋設されており、その一側面はマンホール本管に外
接する弧面となっている。L字曲管は通常90度折れ曲っ
ているのが普通であるが、それ以外の場合にも本考案は
応用し得る。更にその底面は、台座上面の角度と同一角
度でマンホール本管に向って下り勾配を付与されてい
る。
The L-shaped curved pipe is embedded in the curved pipe block with its opening facing the upper surface and the side surface, and one side surface thereof is an arc surface circumscribing the manhole main pipe. The L-shaped bent pipe is normally bent 90 degrees, but the present invention can be applied to other cases. Further, the bottom surface thereof has a downward slope toward the main manhole main pipe at the same angle as the upper surface of the pedestal.

直管は、L字曲管の上開口と流入管の間に設置され、調
節ブロックに囲繞されるものである。この調節ブロック
は一側面がマンホール本管に外接する弧面を有し中央に
直管に嵌る通孔を設けており、直管の長さに応じて複数
個設置される。調節ブロック相互が横ずれしないように
接合面に凹凸を形成しておくことが望ましい。台座と底
板の間、直管と流入管との間を緊締するためベルトなど
が利用されてもよい。
The straight pipe is installed between the upper opening of the L-shaped bent pipe and the inflow pipe, and is surrounded by the adjustment block. This adjusting block has an arc surface having one side surface circumscribing the manhole main pipe, and has a through hole for fitting the straight pipe in the center, and a plurality of adjusting blocks are installed according to the length of the straight pipe. It is desirable to form irregularities on the joint surface so that the adjustment blocks do not laterally shift. A belt or the like may be used to tighten between the pedestal and the bottom plate and between the straight pipe and the inflow pipe.

(作用) 本考案は以上のように構成されているので、これを現場
で設置する前に、台座、L字曲管を埋め込んだ曲管ブロ
ック、調節ブロックをコンクリート製品の製造工場で準
備しておく。直管はそのまま現場に持ち込む。
(Operation) Since the present invention is configured as described above, a pedestal, a curved pipe block in which an L-shaped curved pipe is embedded, and an adjustment block must be prepared in a concrete product manufacturing factory before installing this on site. deep. Bring straight pipes to the site as they are.

まず、マンホール本体の底板に台座を取り付ける。台座
の一側面は底板の曲率に一致しているのでその面をぴっ
たり接合する。望ましくは鉄ベルトあるいは接着剤で接
合を強化してもよい。
First, attach the pedestal to the bottom plate of the manhole body. Since one side of the pedestal corresponds to the curvature of the bottom plate, the surface is just joined. If desired, an iron belt or adhesive may be used to strengthen the bond.

次いで、曲管ブロックを台座の上にのせる。この時、弧
状側面をマンホール側に向けて且つ曲管ブロックの勾配
底面を合わせて台座に載せる。マンホールの下方に設け
られた開口内にL字曲管の下開口を挿入する。
Then, the curved tube block is placed on the pedestal. At this time, the arcuate side faces are placed on the pedestal with the curved side faces facing the manhole and the sloped bottom faces of the curved pipe block aligned. The lower opening of the L-shaped bent tube is inserted into the opening provided below the manhole.

更に、L字曲管の上開口に直管を嵌めマンホールの流入
管の下縁レベル近辺まで調節ブロックを弧状側面をマン
ホール側に向けて積む。最後に流入管をマンホールと直
管に連結する。
Further, a straight pipe is fitted in the upper opening of the L-shaped bent pipe, and the adjusting block is stacked up to the lower edge level of the inflow pipe of the manhole with the arc-shaped side surface facing the manhole side. Finally, the inflow pipe is connected to the manhole and the straight pipe.

(実施例) 以下図面に示す実施例に従って説明すると、1は円筒の
マンホール本管、2は底板である。3はマンホール本管
1の流入口4に連結した流入管、5はマンホール本管1
の流出口6に連結した流出管である。
(Embodiment) Explaining in accordance with an embodiment shown in the drawings, 1 is a cylindrical manhole main pipe, and 2 is a bottom plate. 3 is an inflow pipe connected to the inflow port 4 of the manhole main 1, and 5 is a manhole main 1
It is an outflow pipe connected to the outflow port 6 of.

7は、台座であり、台座7の一側面は底板2の曲率に等
しい弧面となっており、その上面は底板2に向けて約25
度の下り勾配を有している。
Reference numeral 7 denotes a pedestal, and one side surface of the pedestal 7 has an arc surface equal to the curvature of the bottom plate 2, and the upper surface thereof faces the bottom plate 2 by about 25 mm.
It has a downward slope of degrees.

8は、90度のL字曲管であり、この曲管8は曲管ブロッ
ク9内に埋設されている。曲管ブロック9の一側面は底
板2の曲率に等しい弧面となっており、その下面は底板
2に向けて約25度の下り勾配を有し、曲管9の下開口10
は、マンホール1内に臨んでいる。11は直管であり、上
開口12を流入管3の副流入口13に、下開口14をL字曲管
8の上開口に連結している。
Reference numeral 8 is a 90-degree L-shaped curved pipe, and the curved pipe 8 is embedded in a curved pipe block 9. One side surface of the curved pipe block 9 is an arc surface equal to the curvature of the bottom plate 2, and the lower surface thereof has a downward slope of about 25 degrees toward the bottom plate 2, and the lower opening 10 of the curved pipe 9 is formed.
Faces the manhole 1. Reference numeral 11 is a straight pipe, and the upper opening 12 is connected to the auxiliary inlet 13 of the inflow pipe 3, and the lower opening 14 is connected to the upper opening of the L-shaped bent pipe 8.

15は、直管11を囲繞し、複数段重ねられた調節ブロック
である。調節ブロック15の一側もマンホール本体に外接
する弧面となっている。
Reference numeral 15 is an adjustment block that surrounds the straight pipe 11 and is stacked in multiple stages. One side of the adjusting block 15 is also an arc surface that circumscribes the manhole body.

(効果) 以上のように本考案においては、副流入管の構成部品
が、台座、L字曲管を埋め込んだ曲管ブロック、直管、
調節ブロックとなっており、これを現場で下から順に組
み立てればよいだけであるから、生コンクリートの現場
打ちのような熟練した技術は必要なく、極めて迅速に組
み立てることが出来、工期の著しい短縮を図ることが出
来る。
(Effect) As described above, in the present invention, the constituent parts of the auxiliary inflow pipe are the pedestal, the curved pipe block in which the L-shaped curved pipe is embedded, the straight pipe,
Since it is an adjustment block, you only have to assemble it in order from the bottom on the site, so you do not need a skilled technique like on-site casting of fresh concrete, you can assemble extremely quickly, and the construction period can be shortened significantly. Can be planned.

また、組み立てが完了し、土を埋め戻した後、副流入管
には周囲の土から不整な圧力が加えられこの偏圧により
ずれが生ずるおそれがあるが、本考案においては、曲管
ブロックが傾斜面を有する台座上に載せられ常時マンホ
ール方向へ滑り付勢が与えられており、加えて、本考案
に係る台座、曲管ブロック、調節ブロックのいずれもそ
の一側面がマンホール本体あるいはその底板に外接して
いるので、全体が常時マンホール本体に密接し周囲の土
から不整な圧力があってもその影響を受けることなく、
水密性及び耐久性に富む副流入管を設置できるもので
る。
Further, after the assembly is completed and the soil is backfilled, an irregular pressure is applied to the sub-inflow pipe from the surrounding soil, and this biased pressure may cause a deviation, but in the present invention, the curved pipe block is It is placed on a pedestal with an inclined surface and is constantly biased toward the manhole. Since it is circumscribed, the whole is always in close contact with the manhole body and is not affected by irregular pressure from the surrounding soil,
It is possible to install a secondary inflow pipe that is highly watertight and durable.

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

第1図は、本考案に係る副流入管の構造を示す外観図、
第2図はその断面図、第3図は台座の斜視図、第4図は
調節ブロックの斜視図である。 1……マンホール本管、2……底板、3……流入管、4
……流入口、5……流出管、6……流出口、7……台
座、8……L字曲管、9……曲管ブロック、10……下開
口、11……直管、12……上開口、13……副流入口、14…
…下開口、15……調節ブロック
FIG. 1 is an external view showing the structure of an auxiliary inflow pipe according to the present invention,
2 is a sectional view thereof, FIG. 3 is a perspective view of a pedestal, and FIG. 4 is a perspective view of an adjustment block. 1 ... Manhole main pipe, 2 ... Bottom plate, 3 ... Inflow pipe, 4
…… Inlet, 5 …… Outlet pipe, 6 …… Outlet, 7 …… Pedestal, 8 …… L-shaped bend pipe, 9 …… Bend pipe block, 10 …… Lower opening, 11 …… Straight pipe, 12 …… Upper opening, 13 …… Sub inlet, 14…
… Bottom opening, 15… Adjusting block

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】マンホール本管の底板に外接する弧状側面
を有しその上面が底板に向って下り勾配となった台座
と、L字曲管の開口を上面と側面に臨ませて埋設し且つ
その側面をマンホール本管に外接する弧面とし底面をマ
ンホール本管に向って下り勾配を付与した曲管ブロック
と、L字曲管とマンホール本管への流入管の間に設置さ
れる直管と、一側面がマンホール本管に外接する弧面を
有し中央に直管に嵌る通孔を設けた調節ブロックとの組
み合わせからなるマンホールの副流入管の構造
1. A pedestal having an arcuate side surface circumscribing a bottom plate of a main manhole main body, the upper surface of which is a downward slope toward the bottom plate, and an opening of an L-shaped bent pipe is buried so as to face the upper surface and the side surface. A curved pipe block whose side surface is an arc surface circumscribing the main manhole main and a bottom is provided with a downward slope toward the main manhole main, and a straight pipe installed between the L-shaped curved pipe and the inflow pipe to the main manhole main. The structure of the auxiliary inflow pipe for the manhole, which is composed of a control block with an arc surface circumscribing the main manhole main pipe and a through hole that fits the straight pipe in the center.
JP9039389U 1989-08-02 1989-08-02 Structure of the auxiliary inflow pipe of the manhole Expired - Lifetime JPH0643241Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9039389U JPH0643241Y2 (en) 1989-08-02 1989-08-02 Structure of the auxiliary inflow pipe of the manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9039389U JPH0643241Y2 (en) 1989-08-02 1989-08-02 Structure of the auxiliary inflow pipe of the manhole

Publications (2)

Publication Number Publication Date
JPH0329543U JPH0329543U (en) 1991-03-25
JPH0643241Y2 true JPH0643241Y2 (en) 1994-11-09

Family

ID=31639916

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9039389U Expired - Lifetime JPH0643241Y2 (en) 1989-08-02 1989-08-02 Structure of the auxiliary inflow pipe of the manhole

Country Status (1)

Country Link
JP (1) JPH0643241Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002143364A (en) * 2000-11-14 2002-05-21 Bridgestone Sports Co Ltd Golf glove

Also Published As

Publication number Publication date
JPH0329543U (en) 1991-03-25

Similar Documents

Publication Publication Date Title
US3596296A (en) Prefabricated swimming pool
JPH0643241Y2 (en) Structure of the auxiliary inflow pipe of the manhole
KR20070113329A (en) Composite manhole and construction method using thereby
US4997215A (en) Concrete pipe adaptor and method of making
US3969777A (en) Overflow-siphoning device for swimming pools and the like
KR102642702B1 (en) Manhole for distribution with anti-submergence means
KR20170001402U (en) Underground water discharging apparatus for measuring and reducing of water pressure
JP2522059Y2 (en) Invert joint block for sewage manhole buried in road
JPH0246505Y2 (en)
JP2001182144A (en) Repairable catch basin
JP3431896B2 (en) Small diameter manhole and its manufacturing method
JP2001279696A (en) Structure of small-sized manhole
JPS6011191Y2 (en) Corrosion resistant manhole
JP3201845B2 (en) Assembling manhole
JP3817444B2 (en) Precast concrete for manhole-underground pipe connection and its mold
JPH0752230Y2 (en) Sewage basin
KR101836935B1 (en) Concrete formwork for sealing a branch part of the sewage pipe
JPH0841842A (en) Built-up channel
JPH03158524A (en) Preventive structure of rise of building
JP2637385B2 (en) Underground rainwater control pond
KR200211323Y1 (en) Assembly type circle pattern pipe
JP2000309933A (en) Building frame block for sewerage and its construction method
JP2600314Y2 (en) Waterfall can be made of public PVC
KR200261901Y1 (en) Assembly concreted manhole structure
KR200294087Y1 (en) Manifold-pipe Built-in Type Concrete Drain-pipe

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term