JPH09189070A - All-directional invert-equipped bottom plate and invert block for sewerage - Google Patents

All-directional invert-equipped bottom plate and invert block for sewerage

Info

Publication number
JPH09189070A
JPH09189070A JP8001538A JP153896A JPH09189070A JP H09189070 A JPH09189070 A JP H09189070A JP 8001538 A JP8001538 A JP 8001538A JP 153896 A JP153896 A JP 153896A JP H09189070 A JPH09189070 A JP H09189070A
Authority
JP
Japan
Prior art keywords
block
invert
bottom plate
flow path
pipe
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
JP8001538A
Other languages
Japanese (ja)
Inventor
Yasuhiko Mitomo
泰彦 三友
Mitsuo Watanabe
三男 渡辺
Masanori Sugizaki
雅則 杉崎
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.)
Asahi Concrete Works Co Ltd
Original Assignee
Asahi Concrete Works 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 Asahi Concrete Works Co Ltd filed Critical Asahi Concrete Works Co Ltd
Priority to JP8001538A priority Critical patent/JPH09189070A/en
Publication of JPH09189070A publication Critical patent/JPH09189070A/en
Pending legal-status Critical Current

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Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To allow working well with varying relative positioning of a flow-in pipe and flow-out pipe. SOLUTION: A fit-in step 2 is provided to bear a block in the form of an aside facing angle (a) upon fitting at the oversurface of the peripheral edge of a disc-shaped bottom plate 1, and on the oversurface of the inside of this fit-in step a water conduit 3 in rising curved section having a flat flow-path base surface 3' is ring-shapedly installed along the inner wall of the block, and the height of the flow-path base surface of the water conduit 3 is formed in a natural flow gradient as lowering from one place gradually to the left and right circumferential directions in the opposing condition.

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、下水道に使用する
マンホールの底部に設けるインバートに係るものであ
る。
TECHNICAL FIELD The present invention relates to an invert provided at the bottom of a manhole used for sewerage.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】各家庭
より排出される生活排水や雨水などを集めて導出するマ
ンホールの底部に設けるインバートは、流入・流出管の
径や角度や数が地形や設置条件により夫々異なり一定で
ないので、その都度施工者が現場の状況に合わせて現場
施工していたが、この作業は流入管と流出管をスムース
な曲線で結びながら断面半円形状の溝で連結して排水や
雨水などが自然導出するよう導水路を形成しなければな
らないため、高度の技術を要する手間のかかるなかなか
厄介や作業であった。また、コンクリートの硬化に時間
がかかり作業効率が悪いという欠点があった。 発明者はこの問題を解決した下水道用のインバート付マ
ンホール底版並びにインバートブロックを提供すること
を技術的課題とするものである。
2. Description of the Related Art The invert provided at the bottom of a manhole for collecting and discharging domestic wastewater and rainwater discharged from each household is an invert or outflow pipe whose diameter, angle and number are Since they differ depending on the installation conditions and are not constant, the operator had to carry out on-site construction according to the situation of the site each time, but in this work, the inflow pipe and the outflow pipe were connected with a smooth circular curve while connecting them with a semicircular groove. Since it is necessary to form a water conduit so that drainage and rainwater can be led out naturally, it was a laborious task that required a high level of skill. Further, there is a drawback that it takes time to cure concrete and work efficiency is poor. The inventor has a technical problem to provide a manhole bottom plate with an invert and an invert block for sewers which solve this problem.

【0003】[0003]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0004】円盤状の底版1の外周縁上面にく体ブロッ
クaを被嵌して支承する嵌入段部2を設け、この嵌入段
部2の内側の上面にく体ブロック内壁に沿って円周状に
導水路3を繞設し、この導水路3の流路底面3'の高さ
を一個所より左右円周方向に対向状態に次第に低くなる
自然流水勾配に形成したことを特徴とする下水道用の全
方向対応インバート付底版に係るものである。
A fitting step portion 2 is provided on the upper surface of the outer peripheral edge of the disc-shaped bottom plate 1 to receive and support the body block a, and the inner surface of the fitting step portion 2 has a circumference along the inner wall of the body block. The sewerage is characterized in that the headrace 3 is provided in the shape of a line, and the height of the bottom surface 3'of the headrace 3 is formed in a natural running water gradient that gradually decreases from one location to the opposite direction in the left-right circumferential direction. It relates to an omnidirectional-compatible inversion bottom plate.

【0005】また、円盤状の底版1の外周縁上面にく体
ブロックaを被嵌して支承する嵌入段部2を設け、この
嵌入段部2の内側の上面にく体ブロック内壁に沿って平
らな流路基面3"を有する断面立ち上がり湾曲形状の導
水路3をリング状に繞設し、この導水路3の流路基面
3"の高さを一個所より左右円周方向に対向状態に次第
に低くなる自然流水勾配に形成したことを特徴とする下
水道用の全方向対応インバート付底版に係るものであ
る。
Further, a fitting step portion 2 for fitting and supporting the body block a is provided on the upper surface of the outer peripheral edge of the disc-shaped bottom plate 1, and the inner surface of the fitting block portion 2 is provided along the inner wall of the body block on the upper surface. A water conduit 3 having a flat flow path base surface 3 "and having a rising curved shape in cross section is provided in a ring shape, and the height of the water flow conduit base surface 3" of this water conduit 3 is opposed to the left and right circumferential directions from one location. The present invention relates to an omnidirectional invertible bottom plate for sewage, which is characterized by forming a gradually decreasing natural running water gradient.

【0006】また、外周縁上面にく体ブロックaを被嵌
して支承する円盤状の底盤bの上面に重合状態に付設す
る下水道用のインバートブロックであって、このインバ
ートブロックの上面をく体ブロック内壁に沿って円周状
に導水路3を繞設し、この導水路3の流路底面3'の高
さを一個所より左右円周方向に対向状態に次第に低くな
る自然流水勾配に形成したことを特徴とする下水道用の
全方向対応インバートブロックに係るものである。
Further, an invert block for sewerage, which is attached in a superposed state on the upper surface of a disk-shaped bottom plate b which is fitted and supported by the upper surface of the outer peripheral edge, the upper surface of the invert block The water conduit 3 is circumferentially provided along the inner wall of the block, and the height of the bottom surface 3'of the water conduit 3 is formed in a natural running water gradient that gradually lowers from one place in the left and right circumferential directions to face each other. The present invention relates to an omnidirectional-compatible invert block for sewers.

【0007】また、外周縁上面にく体ブロックaを被嵌
して支承する円盤状の底盤bの上面に重合状態に付設す
る下水道用のインバートブロックであって、このインバ
ートブロックの上面をく体ブロック内壁に沿って平らな
流路基面3"を有する断面立ち上がり湾曲形状の導水路
3をリング状に繞設し、この導水路3の流路基面3"の
高さを一個所より左右円周方向に対向状態に次第に低く
なる自然流水勾配に形成したことを特徴とする下水道用
の全方向対応インバートブロックに係るものである。
Further, an invert block for sewerage, which is attached to the upper surface of a disk-shaped bottom plate b which is fitted and supported by the upper surface of the outer peripheral edge and which is superposed on the upper surface of the invert block. A water conduit 3 having a flat cross section rising curved shape having a flat flow path base surface 3 "is provided along the inner wall of the block in a ring shape, and the height of the water flow path base surface 3" of this water guide path 3 is set from one place to the left and right circumferences. The present invention relates to an omnidirectional-compatible invert block for sewers, characterized in that it is formed in a natural flowing water gradient that gradually decreases so as to face each other.

【0008】[0008]

【発明の実施の形態】本発明の実施の形態を作用効果を
示して実施の一例である図面に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described with reference to the drawings, which are examples of embodiments, showing the functions and effects.

【0009】・請求項1の発明の実施の形態について説
明する。
An embodiment of the invention of claim 1 will be described.

【0010】導水路3の流路底面3'の一番低い流路面
を流出管cの流出高さと流出方向に合わせて底版1を設
置し、この一番低い流路面に所定位置に流入口と流出口
を有するく体ブロックaの流出口を合わせてく体ブロッ
クaを底版1上にセットし、く体ブロックaの流入口と
流出口に流入管d,流出管cを接続した後、く体ブロッ
クaと底版1の間の隙間やく体ブロックaと流入管d,
流出管c間にモルタル等の充填材を詰めて固定する。
The bottom plate 1 is installed so that the lowest flow path surface of the bottom surface 3'of the headrace 3 matches the outflow height and the outflow direction of the outflow pipe c, and an inlet is provided at a predetermined position on this lowest flow path surface. Match the outlets of the body block a having the outlet, set the body block a on the bottom plate 1, connect the inflow pipe d and the outflow pipe c to the inlet and the outlet of the body block a, and then A gap between the block a and the bottom slab 1, a block a, and an inflow pipe d,
A filling material such as mortar is packed and fixed between the outflow pipes c.

【0011】流入管dより排水や雨水がマンホール内に
流入すると底版1の一番低いところに接続した流出管c
より排水や雨水が自然流出されるため、流入管dの流入
方向がいずれの方向であっても、また流入管dの数が複
数であっても、流入された排水や雨水がマンホール内に
留まることなく流出管cより流出されるので、従来の平
円盤状の底版のような手間のかかるインバート成形作業
がなくなり、作業能率が著しく向上する秀れた実用性を
発揮する下水道用の全方向対応インバート付底版とな
る。
When drainage or rainwater flows into the manhole from the inflow pipe d, the outflow pipe c connected to the lowest part of the bottom slab 1
Since the drainage and rainwater are more naturally discharged, the inflowing drainage and rainwater remain in the manhole regardless of the inflow direction of the inflow pipe d and the number of inflow pipes d is plural. Since it flows out from the outflow pipe c without any need, the complicated invert molding work like the conventional flat disk bottom slab is eliminated, and the work efficiency is remarkably improved. It will be a bottom version with invert.

【0012】・請求項2の発明の実施の形態について説
明する。
An embodiment of the invention of claim 2 will be described.

【0013】流路基面3"の一番低い流路面を流出管c
の流出高さと流出方向に合わせて底版1を設置し、この
一番低い流路面に所定位置に流入口と流出口を有するく
体ブロックaの流出口を合わせてく体ブロックaを底版
1上にセットし、く体ブロックaの流入口と流出口に流
入管d,流出管cを接続した後、く体ブロックaと底版
1の間の隙間やく体ブロックaと流入管d,流出管c間
にモルタル等の充填材を詰めて固定する。
The lowest flow path surface of the flow path base surface 3 "is the outlet pipe c.
The bottom slab 1 is installed in accordance with the outflow height and the outflow direction, and the outflow port of the body block a having an inflow port and an outflow port at a predetermined position is aligned with this lowest flow path surface. After setting and connecting the inflow pipe d and the outflow pipe c to the inflow port and the outflow port of the metal block a, the gap between the metal block a and the bottom plate 1 and the space between the metal block a and the inflow pipe d, the outflow pipe c Fill the mortar with a filler and fix it.

【0014】流入管dより排水や雨水がマンホール内に
流入すると、流入された排水や雨水は導水路3に設けた
平らな流路基面3"により一種の遠心力が作用して層状
の流れとなって底版1の一番低いところに接続した流出
管cよりスムースに自然流出されるため、流入管dの流
入方向がいずれの方向であっても、また流入管dの数が
複数であっても、流入された排水や雨水がマンホール内
に留まることなく流出管cより流出されるので、従来の
平円盤状の底版のような手間のかかるインバート成形作
業がなくなり作業能率が著しく向上する秀れた実用性を
発揮する下水道用の全方向対応インバート付底版とな
る。
When drainage water or rainwater flows into the manhole from the inflow pipe d, a kind of centrifugal force acts on the inflowing drainage water or rainwater by the flat flow path base surface 3 "provided in the water conduit 3 to form a layered flow. Therefore, since it smoothly and naturally flows out from the outflow pipe c connected to the lowest part of the bottom slab 1, even if the inflow direction of the inflow pipe d is any direction, the number of the inflow pipes d is plural. In addition, since the inflowing drainage and rainwater flow out from the outflow pipe c without staying in the manhole, the labor-saving invert molding work like the conventional flat disc bottom slab is eliminated and the work efficiency is significantly improved. It is a bottom plate with an omnidirectional invert for sewerage that demonstrates its practicality.

【0015】・請求項3の発明の実施の形態について説
明する。
An embodiment of the invention of claim 3 will be described.

【0016】導水路3の流路底面3'の一番低い流路面
が流出管cの流出高さと流出方向と一致するよう底盤b
の上面にインバートブロックを付設し、このインバート
ブロックの一番低い流路面に所定位置に流入口と流出口
を有するく体ブロックaの流出口を合わせてく体ブロッ
クaを底盤b上にセットし、く体ブロックaの流入口と
流出口に流入管d,流出管cを接続した後、く体ブロッ
クaとインバートブロック間の隙間やく体ブロックaと
流入管d,流出管c間にモルタル等の充填材を詰めて固
定する。
The bottom board b so that the lowest flow path surface of the flow path bottom surface 3'of the headrace 3 matches the outflow height and the outflow direction of the outflow pipe c.
An invert block is attached to the upper surface of the invert block, and the inflow block of the incubator block a having the inflow port and the outflow port is aligned with the lowest flow path surface of the invert block, and the inversion block is set on the bottom plate b. After connecting the inflow pipe d and the outflow pipe c to the inflow port and the outflow port of the cube block a, a gap between the cube block a and the invert block and a mortar or the like between the cube block a and the inflow pipe d, the outflow pipe c. Fill and fix the filler.

【0017】流入管dより排水や雨水がマンホール内に
流入すると、インバートブロックの一番低いところに接
続した流出管cより排水や雨水が自然流出されるので、
従来の平円盤状の底盤bのような手間のかかるインバー
ト成形作業がなくなり作業能率が著しく向上するうえ
に、量産されている従来型の平円盤状の底盤bを利用し
て流入管dの流入方向がいずれの方向であっても、また
流入管dの数が複数であっても、流入された排水や雨水
をマンホール内に留めることなく流出管cより流出する
ことができる秀れた実用性を発揮する下水道用の全方向
対応インバートブロックとなる。
When drainage or rainwater flows into the manhole from the inflow pipe d, drainage or rainwater naturally flows out from the outflow pipe c connected to the lowest part of the invert block.
In addition to the time-consuming invert molding work which is required in the conventional flat disc-shaped bottom plate b, the work efficiency is remarkably improved, and the inflow of the inflow pipe d by using the mass produced conventional flat disc-shaped bottom plate b. Excellent practicability, regardless of the direction and the number of inflow pipes d, allows the inflow of drainage and rainwater to flow out of the outflow pipe c without being retained in the manhole. It will be an omnidirectional invert block for sewers that exhibits

【0018】・請求項4の発明の実施の形態について説
明する。
An embodiment of the invention of claim 4 will be described.

【0019】流路基面3"の一番低い流路面が流出管c
の流出高さと流出方向に合致するよう底盤bの上面にイ
ンバートブロックを付設し、このインバートブロックの
一番低い流路面に所定位置に流入口と流出口を有するく
体ブロックaの流出口を合わせてく体ブロックaを底盤
b上にセットし、く体ブロックaの流入口と流出口に流
入管d,流出管cを接続した後、く体ブロックaとイン
バートブロック間の隙間やく体ブロックaと流入管d,
流出管c間にモルタル等の充填材を詰めて固定する。
The lowest flow path surface of the flow path base surface 3 "is the outflow pipe c.
The invert block is attached to the upper surface of the bottom plate b so as to match the outflow height and the outflow direction, and the outflow port of the body block a having the inflow port and the outflow port is aligned with the lowest flow path surface of this invert block. After setting the lever block a on the bottom plate b and connecting the inflow pipe d and the outflow pipe c to the inflow port and outflow port of the water block a, the gap between the water block a and the invert block and the water block a are formed. Inflow pipe d,
A filling material such as mortar is packed and fixed between the outflow pipes c.

【0020】流入管dより排水や雨水がマンホール内に
流入すると、流入された排水や雨水は導水路3に設けた
平らな流路基面3"により一種の遠心力が作用して層状
の流れとなってインバートブロックの一番低いところに
接続した流出管cよりスムースに自然流出されるので、
従来の平円盤状の底盤bのような手間のかかるインバー
ト形成作業がなくなり作業能率が著しく向上するうえ
に、量産されている従来型の平円盤状の底盤bを利用し
て流入管dの流入方向がいずれの方向であっても、また
流入管dの数が複数であっても、流入された排水や雨水
をマンホール内に留めることなく流出管cより流出する
ことができる秀れた実用性を発揮する下水道用の全方向
対応インバートブロックとなる。
When drainage or rainwater flows into the manhole from the inflow pipe d, the inflowing drainage or rainwater is subjected to a kind of centrifugal force by the flat flow passage base surface 3 "provided in the headrace 3 to form a layered flow. Since it will be smoothly discharged from the outflow pipe c connected to the lowest part of the invert block,
In addition to the time-consuming invert forming work of the conventional flat disc-shaped bottom plate b, the work efficiency is remarkably improved, and the inflow of the inflow pipe d by using the mass produced conventional flat disc-shaped bottom plate b. Excellent practicability, regardless of the direction and the number of inflow pipes d, allows the inflow of drainage and rainwater to flow out of the outflow pipe c without being retained in the manhole. It will be an omnidirectional invert block for sewers that exhibits

【0021】[0021]

【実施例】添付図面は本発明に好適な実施の一例を図示
したもので、円盤状の底版1の外周縁上面にく体ブロッ
クaを被嵌して支承する嵌入段部2を設け、この嵌入段
部2の内側の上面にく体ブロック内壁に沿って円周状に
導水路3を繞設し、この導水路3の流路底面3'の高さ
を一個所より左右円周方向に対向状態に次第に低くなる
自然流水勾配に形成する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The accompanying drawings show an example of a preferred embodiment of the present invention, in which a disc-shaped bottom plate 1 is provided with a fitting step portion 2 on which a body block a is fitted and supported on an upper surface of an outer peripheral edge thereof. A water conduit 3 is circumferentially provided along the inner wall of the body block on the upper surface on the inner side of the fitting step portion 2, and the height of the water channel bottom surface 3'of this water conduit 3 is set from one location to the left and right circumferential directions. It forms a natural running water gradient that gradually decreases toward the opposite side.

【0022】また、円盤状の底版1の外周縁上面にく体
ブロックaを被嵌して支承する嵌入段部2を設け、この
嵌入段部2の内側の上面にく体ブロック内壁に沿って平
らな流路基面3"を有する断面立ち上がり湾曲形状の導
水路3をリング状に繞設し、この導水路3の流路基面
3"の高さを一個所より左右円周方向に対向状態に次第
に低くなる自然流水勾配に形成する。
Further, a fitting step portion 2 for fitting and supporting the body block a is provided on the upper surface of the outer peripheral edge of the disk-shaped bottom plate 1, and the inner surface of the fitting block portion 2 is provided along the inner wall of the body block. A water conduit 3 having a flat flow path base surface 3 "and having a rising curved shape in cross section is provided in a ring shape, and the height of the water flow conduit base surface 3" of this water conduit 3 is opposed to the left and right circumferential directions from one location. It forms a natural running water gradient that gradually decreases.

【0023】図示した導水路3は請求項1の発明では嵌
入段部2の内側の上面に、例えば図2のように基線がく
体ブロック内壁に沿って断面立ち上がり湾曲形状の、例
えば楕円線形や抛物線形やその他の二次曲線形状のよう
な断面の流入された排水や汚水がスムースに導出される
ような形状の導水溝を繞設して形成する。
According to the first aspect of the present invention, the illustrated water conduit 3 is formed on the inner upper surface of the fitting step portion 2, for example, an elliptic line or a parabolic line having a rising curve in cross section along the inner wall of the base block body block as shown in FIG. A water guiding groove having a cross-section such as a shape or other quadratic curve shape so that drained water or sewage that has flowed in can be smoothly drawn out is formed by being provided.

【0024】また、請求項2の発明の実施例では図1の
ように、段部2の内側の上面にく体ブロック内壁に沿っ
て平らな流路基面3"を有し、この流路基面3"に接する
断面ほぼ1/4円弧状の立ち上がり湾曲形状で形成した
場合を図示しているが、この立ち上がり湾曲形状の導水
溝を前記のように楕円線形や抛物線形やその他の二次曲
線形状の断面を有する導水溝で繞設しても良い。
Further, in the embodiment of the invention of claim 2, as shown in FIG. 1, there is a flat flow path base surface 3 "along the inner wall of the body block on the inner upper surface of the step portion 2. The drawing shows a case of forming a rising curved shape having a substantially 1/4 arc shape in cross section in contact with 3 ", and the water guiding groove of this rising curved shape is elliptic linear, linear, or other quadratic curve shape as described above. It may be laid in a water guide groove having a cross section.

【0025】この導水路3・3の流路底面3',流路基
面3"の高さを一か所より左右円周方向に対向状態に次
第に低くなる自然流水勾配に形成し、この導水路3の流
路底面3',流路基面3"の一番低いところにマーク4を
印する。
The heights of the flow passage bottom surface 3'and the flow passage base surface 3 "of the headraces 3 and 3 are formed to have a natural running water gradient that gradually decreases from one place to the opposite direction in the left-right circumferential direction. A mark 4 is printed on the lowest part of the bottom surface 3 ′ of the channel 3 and the base surface 3 ″ of the channel.

【0026】導水路3の頂部若しくは立ち上がり湾曲形
状の上端部に円錐体を連設して底版1の上部を形成す
る。
An upper part of the bottom slab 1 is formed by connecting a conical body to the top of the water conduit 3 or the upper end of the rising curved shape.

【0027】また、請求項3の発明においては、外周縁
上面にく体ブロックaを被嵌して支承する円盤状の底盤
bの上面に重合状態に付設する下水道用のインバートブ
ロックであって、このインバートブロックの上面をく体
ブロック内壁に沿って円周状に導水路3を繞設し、この
導水路3の流路底面3'の高さを一個所より左右円周方
向に対向状態に次第に低くなる自然流水勾配に形成す
る。
According to the third aspect of the present invention, there is provided an invert block for sewerage, which is attached to the upper surface of a disk-shaped bottom plate b on which an outer peripheral upper surface is fitted and supported by a cylindrical block a, in a superposed state. A water conduit 3 is circumferentially provided along the inner wall of the body block on the upper surface of this invert block, and the height of the bottom surface 3'of this water conduit 3 is made to face the left and right circumferential directions from one location. It forms a natural running water gradient that gradually decreases.

【0028】また、請求項4の発明においては、外周縁
上面にく体ブロックaを被嵌して支承する円盤状の底盤
bの上面に重合状態に付設する下水道用のインバートブ
ロックであって、このインバートブロックの上面をく体
ブロック内壁に沿って平らな流路基面3"を有する断面
立ち上がり湾曲形状の導水路3をリング状に繞設し、こ
の導水路3の流路基面3"の高さを一個所より左右円周
方向に対向状態に次第に低くなる自然流水勾配に形成す
る。
Further, in the invention of claim 4, an invert block for sewerage, which is attached to the upper surface of a disk-shaped bottom plate b on which an outer peripheral upper surface is fitted and supported by a cylindrical block a so as to overlap, An upper surface of the invert block is provided along the inner wall of the body block with a flat channel base surface 3 ″, and a conduit 3 having a curved cross-section rising shape is provided in a ring shape, and the height of the conduit base surface 3 ″ of the conduit 3 is increased. It is formed in a natural running water gradient that gradually decreases from one point to the opposite direction in the left-right circumferential direction.

【0029】図示した本発明のインバートブロックは量
産されている従来型の平円盤形状の底盤bの上面に重合
状態に付設する下水道用のインバートブロックであっ
て、請求項3の発明では図2のようにこのインバートブ
ロックの上面を前記と同様く体ブロック内壁に沿って断
面立ち上がり湾曲形状の導水溝、例えば楕円線形や抛物
線形やその他の二次曲線形状の流入された排水や雨水が
スムースに導出されるような断面形状の導水溝を繞設し
て形成したり、また、請求項4の発明の実施例では図1
のようにく体ブロック内壁に沿って平らな流路基面3"
を有し、この流路基面3"に接する断面ほぼ1/4円弧
状の立ち上がり円弧状の湾曲形状導水溝で導水路3を形
成した場合を図示しているが、この立ち上がり湾曲形状
の導水路3の形状を前記と同様二次曲線形の断面を有す
る導水溝で繞設しても良い。
The illustrated invert block of the present invention is an invert block for sewerage which is attached to the upper surface of a mass-produced conventional flat disk-shaped bottom plate b in a superposed state. As described above, the upper surface of this invert block is smoothly guided along the inner wall of the body block in a cross-section rising curved shape, for example, elliptic linear, drip-shaped, or other quadratic curve-shaped inflowing drainage or rainwater is smoothly derived. In the embodiment of the invention of claim 4, the water guiding groove having a cross-sectional shape as shown in FIG.
Flat surface 3 "along the inner wall of the body block
FIG. 3 shows a case where the water conduit 3 is formed by a curved water guiding groove having a rising arc shape having a substantially 1/4 circular arc cross section which is in contact with the flow path base surface 3 ″. The shape of 3 may be provided by a water guiding groove having a quadratic curve-shaped cross section as described above.

【0030】この導水路3・3の流路底面3',流路基
面3"の一番低いところにマーク4を印する。
A mark 4 is marked on the lowest portion of the flow passage bottom surface 3'and the flow passage base surface 3 "of the water conduit 3.

【0031】本発明の実施例を上記のように形成したの
で、流路底面3'若しくは流路基面3'の一番低いところ
に印したマーク4を流出管cの流出高さと流出方向に合
わせて底版1を据え付け、一番低いマーク4の流出面に
所定位置に流入口と流出口を有するく体ブロックaの流
出口を合わせてく体ブロックaを底版1上にセットし、
く体ブロックaの流入口と流出口に流入管d,流出管c
を接続した後、く体ブロックaと流入管d,流出管cを
連結固定してマンホールを形成する。
Since the embodiment of the present invention is formed as described above, the mark 4 marked on the lowest portion of the flow passage bottom surface 3'or the flow passage base surface 3'is aligned with the outflow height and the outflow direction of the outflow pipe c. The bottom plate 1 is installed, and the outflow surface of the lowest mark 4 is aligned with the outflow port of the body block a having an inflow port and an outflow port at a predetermined position.
An inflow pipe d and an outflow pipe c are provided at the inlet and the outlet of the body block a.
After connecting, the body block a, the inflow pipe d, and the outflow pipe c are connected and fixed to form a manhole.

【0032】本マンホールを上記のように形成したの
で、図3の実施例では流入管dより流入された排水や雨
水は左右に分かれながら導水路3の一番低いところで合
流して流出管cより流出する。
Since this manhole is formed as described above, in the embodiment of FIG. 3, the drainage and rainwater that have flowed in from the inflow pipe d are divided into the left and right and join at the lowest point of the water conduit 3, and then from the outflow pipe c. leak.

【0033】また、図4の実施例では2か所の流入管d
より排水が流入されるが、いずれも導水路3で導かれな
がら一番低いところに設置した流出管cより流出されて
マンホール内には廃水や雨水が留まらない。このよう
に、流入管dの流入方向がいずれの方向であっても、ま
た流入管dの数が複雑であっても、流入された排水や雨
水をマンホール内に留めることなく流出管cより流出す
ることができる。
In addition, in the embodiment of FIG. 4, two inflow pipes d are provided.
Although more wastewater is introduced, wastewater and rainwater do not stay in the manhole because they are guided by the headrace 3 and flow out from the outflow pipe c installed at the lowest position. Thus, even if the inflow direction of the inflow pipe d is any direction or the number of the inflow pipes d is complicated, the inflowing drainage or rainwater does not remain in the manhole and flows out of the outflow pipe c. can do.

【0034】また、図4のような場合、図4の平面図の
右斜め上方より流入する流入管d及び下方より流入する
流入管d間の導水路3を図の網掛けハッチングのように
モルタル等で充填して排水や雨水の流れを流出管cに誘
導するよう施工しても良い。 また、請求項3,4のように本発明のインバートブロッ
クを量産されている従来型の平円盤形状の底盤bの上面
に重合状態に付設する場合にも前記と同様の作用と効果
が得られる。
In the case of FIG. 4, the water conduit 3 between the inflow pipe d that flows in from the diagonally right upper side and the inflow pipe d that flows in from the lower side in the plan view of FIG. It is also possible to fill the pipe with water etc. to guide the flow of drainage or rainwater to the outflow pipe c. Also, when the invert block of the present invention is attached to the upper surface of the mass-produced conventional flat disk-shaped bottom plate b in a superposed state as in claims 3 and 4, the same action and effect as described above can be obtained. .

【0035】このように本発明の底版1若しくはインサ
ートブロックは流出管cの設置位置と導出角度に底版1
若しくはインサートブロックに印したマーク4の位置を
合わせて底版1若しくはインバートブロックを据え付け
てマンホールを形成するので、導水路3の一番低い位置
が流出管cと接続されるため流入管dがいずれの方向か
ら底版1に接続されても、また、流入管dの数が複数で
あっても流入された廃水や雨水はすべて流出管cより導
出される。
As described above, the bottom slab 1 or the insert block according to the present invention is arranged at the installation position of the outflow pipe c and the lead-out angle.
Alternatively, since the bottom plate 1 or the invert block is installed to align the position of the mark 4 marked on the insert block to form a manhole, the lowest position of the water conduit 3 is connected to the outflow pipe c, so that the inflow pipe d is All of the inflowing wastewater and rainwater are discharged from the outflow pipe c even if they are connected to the bottom slab 1 from the direction, and even if the number of inflow pipes d is plural.

【0036】[0036]

【発明の効果】本発明は上記のように構成したので、請
求項1の発明では底版の導水路の一番低いところに流出
管を接続したため流入管の流入方向がいずれの方向であ
っても、また流入管の数が複数であっても流入された廃
水や雨水がマンホール内に留まることがなく流出管より
流出され、また、請求項2の発明では底版上に流入され
た排水や雨水が、導水路に設けた平らな流路基面により
一種の遠心力が作用して層状の流れとなって流出管へガ
イド流出されるため、より効果的な導水路が形成される
ため、上記と同様な効果を呈する下水道用の全方向対応
インバート付底版となる。
Since the present invention is configured as described above, in the invention of claim 1, the inflow direction of the inflow pipe is any direction because the outflow pipe is connected to the lowest point of the water conduit of the slab. In addition, even if the number of inflow pipes is plural, the inflowing wastewater or rainwater does not stay in the manhole and flows out of the outflow pipe, and in the invention of claim 2, the drainage or rainwater that has flowed into the bottom plate is , A kind of centrifugal force acts on the flat channel base surface provided in the headrace to form a laminar flow and guide outflow to the outflow pipe, so that a more effective headrace is formed. It will be an omnidirectional invertible bottom plate for sewers that exhibits various effects.

【0037】また、請求項3の発明では、量産されてい
る従来の平円盤状の底盤を利用しその上面に重合状態に
設置することにより上記の効果を発揮し、請求項4の発
明でも上記と同様従来の平円盤状の底盤を利用してより
効果的な導水路が形成される下水道用の全方向対応イン
バートブロックとなる。
Further, according to the invention of claim 3, the above effect is exhibited by utilizing a mass-produced conventional flat disc-shaped bottom plate and installing it on the upper surface in a superposed state. Similarly to the above, it becomes an omnidirectional invert block for sewerage in which a more effective water conduit is formed by utilizing the conventional flat disk-shaped bottom plate.

【0038】そのため、従来の底盤のように底盤の上面
を流入管と流出管をスムースな曲線で結びながら断面半
円形状のインバータを形成する厄介で手間のかかるイン
バート形成作業がなくなり、誰でも容易で均一な精度が
良く能率が向上するコストのかからない秀れた実用性を
発揮する下水道用の全角度対応インバート付底版並びに
下水道用の全方向対応インバートブロックとなる。
Therefore, unlike the conventional bottom plate, the troublesome and troublesome invert forming work of forming an inverter having a semicircular cross-section while connecting the inflow pipe and the outflow pipe to the upper surface of the bottom plate with a smooth curve is eliminated, and anyone can easily perform it. It is a bottom plate with an all-angle compatible invert for sewers and an omnidirectional compatible invert block for sewers that exhibits uniform accuracy and improves efficiency, and exhibits outstanding practicality at low cost.

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

【図1】請求項1の発明の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the invention of claim 1.

【図2】請求項2の発明の実施例を示す断面図である。FIG. 2 is a sectional view showing an embodiment of the invention of claim 2;

【図3】本実施例の流入管が一個の場合の排水や雨水の
流れの状態を示す模式的説明用平面図である。
FIG. 3 is a schematic explanatory plan view showing the state of drainage and rainwater flow when there is one inflow pipe according to the present embodiment.

【図4】本実施例の流入管が二個の場合の排水や雨水の
流れの状態を示す模式的説明用平面図である。
FIG. 4 is a schematic plan view showing a state of drainage and rainwater flow when there are two inflow pipes according to the present embodiment.

【符号の説明】[Explanation of symbols]

a く体ブロック b 流出管 c 流入管 1 底版 2 嵌入段部 3 導水路 3' 流路底面 3" 流路基面 a body block b outflow pipe c inflow pipe 1 bottom plate 2 fitting step portion 3 headrace 3'channel bottom 3 "channel base

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 円盤状の底版の外周縁上面にく体ブロッ
クを被嵌して支承する嵌入段部を設け、この嵌入段部の
内側の上面にく体ブロック内壁に沿って円周状に導水路
を繞設し、この導水路の流路底面の高さを一個所より左
右円周方向に対向状態に次第に低くなる自然流水勾配に
形成したことを特徴とする下水道用の全方向対応インバ
ート付底版。
1. A fitting step portion is provided on the upper surface of the outer peripheral edge of a disk-shaped bottom plate to receive and support the body block, and the inner surface of the fitting step portion is circumferentially formed along the inner wall of the body block. An omnidirectional invertor for sewers, characterized in that a headrace is installed, and the height of the bottom of the headway of this headrace is set to a natural running water gradient that gradually decreases from one location in the left-right circumferential direction to the opposite direction. Bottom plate.
【請求項2】 円盤状の底版の外周縁上面にく体ブロッ
クを被嵌して支承する嵌入段部を設け、この嵌入段部の
内側の上面にく体ブロック内壁に沿って平らな流路基面
を有する断面立ち上がり湾曲形状の導水路をリング状に
繞設し、この導水路の流路基面の高さを一個所より左右
円周方向に対向状態に次第に低くなる自然流水勾配に形
成したことを特徴とする下水道用の全方向対応インバー
ト付底版。
2. A disc-shaped bottom slab is provided with a fitting stepped portion on which an outer peripheral surface of the disc-shaped bottom plate is fitted and supported, and a flat flow path base is provided along an inner wall of the metallic block on the upper surface inside the fitting stepped portion. A headrace with a curved cross-section having a curved surface is installed in a ring shape, and the height of the base of the headway of this headrace is set to a natural running water gradient that gradually decreases from one location to the opposite direction in the left and right circumferential directions. An omnidirectional invert bottom plate for sewers.
【請求項3】 外周縁上面にく体ブロックを被嵌して支
承する円盤状の底盤の上面に重合状態に付設する下水道
用のインバートブロックであって、このインバートブロ
ックの上面をく体ブロック内壁に沿って円周状に導水路
を繞設し、この導水路の流路底面の高さを一個所より左
右円周方向に対向状態に次第に低くなる自然流水勾配に
形成したことを特徴とする下水道用の全方向対応インバ
ートブロック。
3. An invert block for sewerage, which is attached to the upper surface of a disk-shaped bottom plate, which is fitted and supported by an upper surface of an outer peripheral edge, in a superposed state. The upper surface of the invert block is an inner wall of the cylindrical block. It is characterized in that a water conduit is circumferentially provided along the line, and the height of the bottom of the channel of this water conduit is formed in a natural running water gradient that gradually decreases from one location to the opposite direction in the left and right circumferential directions. An omnidirectional invert block for sewers.
【請求項4】 外周縁上面にく体ブロックを被嵌して支
承する円盤状の底盤の上面に重合状態に付設する下水道
用のインバートブロックであって、このインバートブロ
ックの上面をく体ブロック内壁に沿って平らな流路基面
を有する断面立ち上がり湾曲形状の導水路をリング状に
繞設し、この導水路の流路基面の高さを一個所より左右
円周方向に対向状態に次第に低くなる自然流水勾配に形
成したことを特徴とする下水道用の全方向対応インバー
トブロック。
4. An invert block for sewerage, which is attached to the upper surface of a disk-shaped bottom plate which is fitted and supported by an upper surface of an outer peripheral edge in a superposed state, wherein the upper surface of the invert block is an inner wall of the cylindrical block. A guideway with a curved cross-section that has a flat flow path base surface along a line is installed in a ring shape, and the height of the flow path base surface of this flow path gradually decreases from one location to the opposite direction in the left-right circumferential direction. An omnidirectional invert block for sewers, characterized by a natural running water gradient.
JP8001538A 1996-01-09 1996-01-09 All-directional invert-equipped bottom plate and invert block for sewerage Pending JPH09189070A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8001538A JPH09189070A (en) 1996-01-09 1996-01-09 All-directional invert-equipped bottom plate and invert block for sewerage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8001538A JPH09189070A (en) 1996-01-09 1996-01-09 All-directional invert-equipped bottom plate and invert block for sewerage

Publications (1)

Publication Number Publication Date
JPH09189070A true JPH09189070A (en) 1997-07-22

Family

ID=11504309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8001538A Pending JPH09189070A (en) 1996-01-09 1996-01-09 All-directional invert-equipped bottom plate and invert block for sewerage

Country Status (1)

Country Link
JP (1) JPH09189070A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104499561A (en) * 2014-10-23 2015-04-08 重庆大学 Urban rainwater runoff high-efficiency intercepting well and intercepting method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104499561A (en) * 2014-10-23 2015-04-08 重庆大学 Urban rainwater runoff high-efficiency intercepting well and intercepting method
CN104499561B (en) * 2014-10-23 2016-04-06 重庆大学 A kind of efficient catchpit of city rainfall runoff and closure method

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