JPH05255945A - Omnidirectional invert and forming method for its conduit - Google Patents

Omnidirectional invert and forming method for its conduit

Info

Publication number
JPH05255945A
JPH05255945A JP4051325A JP5132592A JPH05255945A JP H05255945 A JPH05255945 A JP H05255945A JP 4051325 A JP4051325 A JP 4051325A JP 5132592 A JP5132592 A JP 5132592A JP H05255945 A JPH05255945 A JP H05255945A
Authority
JP
Japan
Prior art keywords
invert
guide groove
water guide
manhole
omnidirectional
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
JP4051325A
Other languages
Japanese (ja)
Inventor
Masatoshi Utano
正敏 歌野
Yasuo Nakazato
保雄 中里
Takeo Tsukada
武男 塚田
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.)
NITSUKON KIKAI KOGYO KK
Original Assignee
NITSUKON KIKAI KOGYO 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 NITSUKON KIKAI KOGYO KK filed Critical NITSUKON KIKAI KOGYO KK
Priority to JP4051325A priority Critical patent/JPH05255945A/en
Publication of JPH05255945A publication Critical patent/JPH05255945A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To provide the invert block of a manhole capable of being manufactured by one kind of a formwork, allowing the correct and precise machining of a conduit, and having excellent workability, adjustability, and transportability separately from a side wall. CONSTITUTION:An invert 1 is provided with a conical recess 2 on the upper face, a water guide groove 3 is provided in one radial direction, and the side face of the invert 1 is formed into a cylindrical shape. Another water guide groove 5 can be post-machined by cutting from the side face. The angle between the center axis of the water guide groove 3 of the invert 1 and the center axis of a rotary bit is matched with the crossing angle of the inflow/outflow pipe axes at the site, and the water guide groove 5 is cut-machined at a conical wall section from the side face of the invert 1 with the rotary bit.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、下水用マンホールの底
部に用いるインバート及びその上面の導水路形成方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an invert used at the bottom of a sewage manhole and a method of forming a water conduit on its upper surface.

【0002】[0002]

【従来の技術】近時下水用マンホールは品質、施工性、
工事期間、省力などの観点から現場組立のプレキャスト
製品が用いられている。下水用マンホールは、その底部
に導入管と導出管をつなぐ溝を上面に形成したインバー
トを用いる。このインバートはマンホールの側壁と一体
になったものと別体のものとがある。別体のものは据付
高さ、方向の調整が容易であり、また取扱い重量も適切
な重さに選定することができ、好ましい。
2. Description of the Related Art Recently, manholes for sewage are
On-site pre-cast products are used from the viewpoint of construction period and labor saving. For the sewage manhole, an invert having a groove connecting the introduction pipe and the discharge pipe at the bottom thereof is used. This invert is either integrated with the side wall of the manhole or separate. A separate body is preferable because the installation height and direction can be easily adjusted, and the handling weight can be selected as an appropriate weight.

【0003】ところで、下水用マンホールに接続される
下水管の方向は、マンホール据付位置ごとに千差萬別で
ある。このため導水管の方向に合致させたインバート上
面の溝は現場ごとに、特殊技能を有するモルタル工によ
って造形施工されている。しかるに、最近モルタル工の
人材難により、工事の進捗に支障を生じている実態にあ
る。このような実情に鑑み、特公平2−31176号公
報には工場製作のインバートブロックが開示されてい
る。しかしながら前述した如くマンホールへの流入管角
度が多岐に亘るため、種々の流出入管取付方向を有する
インバートをプレキャスト製品で製作供給することは、
無数の型枠を必要とし、突際には不可能なことである。
By the way, the direction of the sewer pipe connected to the sewer manhole is different depending on the manhole installation position. For this reason, the groove on the upper surface of the invert, which is aligned with the direction of the water conduit, is shaped and constructed by a mortar engineer with special skills at each site. However, due to the shortage of human resources in mortar work, the progress of construction work has been hindered. In consideration of such a situation, Japanese Patent Publication No. 31176/1990 discloses an invert block manufactured in a factory. However, as mentioned above, since the inflow pipe angle to the manhole is wide, it is not possible to manufacture and supply inverts with various inflow and outflow pipe mounting directions with precast products.
It requires a myriad of forms, which is impossible at the outset.

【0004】また、別の従来技術は、図3に示すよう
に、マンホール10の下部側壁11と一体になったイン
バートの一方向のみに導水口13を設けておき、この導
水口13以外の円周部には、内側の壁には曲面12を設
け外側に水平な帯状の凹部15を形成した、いわゆる弱
め壁14を有するプレキャストのマンホール下部部材1
1を製作し、この弱め壁の部分のコンクリートを人力に
よって打抜くことにより所望の方向の他の導水口16を
開口するようにしている。このようなインバートブロッ
クは一種類の型枠のみでプレキャスト製品を製造し、円
周上の任意の方向に他の導水口16を設けることができ
る利点がある。しかしながら、人力でコンクリート壁を
打抜くのでコンクリートが不規則に壊れ、規定形状の導
水口を形成することが容易ではなく、導水管に合せた孔
をあけるためには熟練、長時間の成形及び仕上手間を必
要とする問題が依然として解決されていない。
In another prior art, as shown in FIG. 3, a water inlet 13 is provided only in one direction of the invert which is integrated with the lower side wall 11 of the manhole 10, and a circle other than this water inlet 13 is provided. A precast manhole lower member 1 having a so-called weakening wall 14 in which a curved surface 12 is provided on the inner wall and a horizontal band-shaped recess 15 is formed on the outer periphery in the peripheral portion.
1 is manufactured, and the concrete of this weakening wall portion is punched out manually to open the other water guide port 16 in a desired direction. Such an invert block has an advantage that a precast product can be manufactured by using only one type of mold, and another water guide port 16 can be provided in any direction on the circumference. However, since the concrete wall is punched out manually, it is not easy to form a water guide port with a specified shape, and it is not easy to form a hole for the water pipe. The labor-intensive problem is still unsolved.

【0005】[0005]

【発明が解決しようとする課題】本発明はこのような問
題を解決し、簡易な形状で1つの型枠で製作することが
でき、切削加工によって、正確精密な導水路の加工を行
うことができ、また施工性、調整容易性、運搬容易性な
どの優れた特徴を有する、側壁とは別体のインバートブ
ロックを提供することを目的とする。また本発明はこの
ようなインバートブロックの導水路形成方法を提供す
る。
SUMMARY OF THE INVENTION The present invention solves such a problem and can be manufactured with one mold having a simple shape, and it is possible to accurately and precisely process a water conduit by cutting. It is an object of the present invention to provide an invert block that is separate from the side wall and that has excellent features such as workability, ease of adjustment, and ease of transportation. The present invention also provides such a method of forming a water conduit for an invert block.

【0006】[0006]

【課題を解決するための手段】本発明は、中心軸対称な
すり鉢状の凹部及び半径に沿うU字断面の1本の導水溝
を上面に凹設すると共に、側面をマンホール内面に嵌合
する形状に形成して構成され、この側面から切削により
他の導水溝を後加工可能に形成したことを特徴とする全
方向インバートである。
According to the present invention, a recessed portion having a center-axis-symmetrical mortar shape and one water-conducting groove having a U-shaped cross section along a radius are provided on the upper surface, and the side surface is fitted to the inner surface of a manhole. The omnidirectional invert is characterized in that it is formed in a shape, and another water guiding groove is formed by cutting from this side surface so that it can be post-processed.

【0007】このインバートは全方向形であって、この
インバートに他の導入溝を加工するには、既設導水溝の
中心軸と回転ビットの中心軸とのなす角を現地の導入管
軸と導出管軸との交角に合致させ、インバートの外径側
から回転ビットによりすり鉢壁部に他の導水溝を切削加
工する。このような導水路形成方法により、本発明の全
方向インバートは正確精密な導水路を加工することがで
きる。
This invert is an omnidirectional type, and in order to process other introductory grooves in this invert, the angle between the central axis of the existing water guide groove and the central axis of the rotary bit is derived from the local introductory tube axis. Match the angle of intersection with the pipe axis, and cut another water guide groove on the mortar wall from the outer diameter side of the invert with a rotating bit. With such a water conduit forming method, the omnidirectional invert of the present invention can process an accurate and accurate water conduit.

【0008】[0008]

【作用】本発明のインバートは、中心軸対称なすり鉢状
の凹部を上面に形成すると共にそのすり鉢状の凹部の壁
の1個所にU字形断面の1本の半径方向導水溝を設けた
ものである。また、このインバートは側面がマンホール
の内面に嵌合する形状となっており、マンホールの側壁
内に取付けるもので、側壁とは別体のインバートであ
る。マンホールの形状は通常は円筒形であるが、楕円
形、長円形、その他のものもある。なお、外形が中心軸
対称形と著しく異なる場合はすり鉢状の凹部を中心軸対
称でない形状に変形させることは自由である。このイン
バートは側面から切削により任意の位置に他の導水溝を
後加工することが可能である。このインバートは1つの
型枠によって生産することができる。このインバートに
もう1つの導水溝を形成する場合、工場において切削機
械を用いて行う。インバートの導水溝の中心軸と回転ビ
ットの中心軸とのなす角を現地の流出入管軸の交角に合
致させて切削機械の台上に載せインバートの側面から回
転ビットによりすり鉢壁部に導水溝を切削加工する。
According to the invert of the present invention, a center-axis-symmetrical conical recess is formed on the upper surface, and one radial water guiding groove having a U-shaped cross section is provided in one wall of the conical recess. is there. In addition, the invert has a shape in which the side surface is fitted to the inner surface of the manhole, is attached to the side wall of the manhole, and is an invert separate from the side wall. The shape of the manhole is usually cylindrical, but there are oval, oval, and others. If the outer shape is significantly different from the central axis symmetric shape, the mortar-shaped recess can be freely deformed into a shape that is not central axis symmetric. This invert allows post-processing of other water guide grooves at any position by cutting from the side surface. This invert can be produced by one formwork. When another water guide groove is formed in this invert, it is performed using a cutting machine in a factory. Align the angle between the center axis of the water guide groove of the invert and the center axis of the rotating bit with the intersection angle of the local inflow and outflow pipe axes and place it on the table of the cutting machine.From the side of the invert, use the rotating bit to form the water guide groove on the mortar wall. Cutting process.

【0009】本発明のインバートはマンホールの側壁と
は別体であるから、据付時の高低差調整、方向合わせ等
が簡単であり、施工性に富む。また導入導出用の導水路
を任意の中心角で確実、正確に施工することができ、人
力作業を最小限にすることができる。
Since the invert of the present invention is separate from the side wall of the manhole, it is easy to adjust the height difference at the time of installation, align the direction, etc., and is highly workable. In addition, the water conduit for introduction and derivation can be constructed reliably and accurately at any central angle, and human labor can be minimized.

【0010】[0010]

【実施例】図1に本発明の実施例の斜視図を示した。実
施例のインバート1は側面が円筒形で、上面に外径と同
心のすり鉢状の凹部2を設けてあり、その1つの半径方
向に導水溝3が設けられている。すなわち、中心軸対称
なすり鉢状の凹部2及び1本の半径方向導水溝3を上面
に凹設している。図1に仮想線によって示すように、側
面から切削により他の導水溝5を後加工することが可能
になっている。なお図中に示すインサート4は、このイ
ンバートを吊上げるためのものである。このインバート
の導水路の機械加工は、インバートの導水溝の中心軸と
回転ビットの中心軸とのなす角を現地の流出入管軸の交
角に合致させ、インバートの側面から回転ビットにより
すり鉢壁部に導水溝を切削加工する。このような加工は
本発明者が特公平2−32124で提供しているコンク
リート製品の孔穿装置を用いて行うことができる。
1 is a perspective view of an embodiment of the present invention. The invert 1 of the embodiment has a cylindrical side surface, a mortar-shaped recess 2 concentric with the outer diameter is provided on the upper surface, and a water guiding groove 3 is provided in one of the radial directions. That is, a concentric mortar-shaped recess 2 and a single radial water guide groove 3 are provided on the upper surface. As shown by an imaginary line in FIG. 1, it is possible to post-process another water guide groove 5 by cutting from the side surface. The insert 4 shown in the figure is for lifting this invert. The machining of this Invert's headrace was performed by matching the angle between the central axis of the Invert's headway and the central axis of the rotary bit with the intersection angle of the local inflow and outflow pipe axes, and from the side of the Invert to the mortar wall by the rotary bit. Cut the water guide groove. Such processing can be performed by using a concrete product piercing apparatus provided by the present inventor in Japanese Patent Publication No. 2-32124.

【0011】図2は図1の実施例の(a)平面図、
(b)側面図、(c)断面図である。実施例のインバー
ト1を上記コンクリート製品の孔穿装置のターンテーブ
ル上に載せ、導水溝3の中心軸6と回転ビットの中心軸
7との交角θを現場の流入出管の交角に合わせてターン
テーブルを固定し、矢印8で示す方向から回転ビットに
より導水溝5を切削加工する。
FIG. 2 is a plan view of the embodiment of FIG.
It is a side view and (c) sectional view. The invert 1 of the embodiment is placed on the turntable of the above-mentioned concrete product hole punching device, and the intersection angle θ between the central axis 6 of the water guiding groove 3 and the central axis 7 of the rotary bit is matched with the intersection angle of the inflow / outflow pipe at the site and turned. The table is fixed, and the water guide groove 5 is cut from the direction shown by the arrow 8 by a rotary bit.

【0012】[0012]

【発明の効果】本発明によれば、マンホールのインバー
トを1種類の型枠で製作しておき、現場の実情に応じて
正確な位置、形状の導水路を機械加工によって加工し、
現場に正確に据付けることができる。従って、精度が高
く、現場ではマンホールの側壁との隙間にモルタルを流
し込む程度の簡単な作業により迅速確実に施工すること
ができる。
According to the present invention, the manhole invert is produced by one type of formwork, and the headrace channel of an accurate position and shape is machined by machining according to the actual situation of the site,
Can be installed accurately on site. Therefore, the accuracy is high, and the work can be performed quickly and reliably by a simple operation such as pouring mortar into the gap between the manhole and the side wall.

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

【図1】実施例のインバートの斜視図である。FIG. 1 is a perspective view of an invert according to an embodiment.

【図2】実施例のインバートの三面図である。FIG. 2 is a three-view drawing of an example invert.

【図3】従来のインバートの説明図である。FIG. 3 is an explanatory diagram of a conventional invert.

【符号の説明】[Explanation of symbols]

1 インバート 2 すり鉢状凹部 3 導水溝 4 インサート 5 他の導水溝 6 導水溝の軸 7 回転ビットの軸 8 矢印 10 マンホール 11 下部側壁 12 曲面 13 導水口 14 弱め壁 15 凹部 16 他の導水口 1 invert 2 mortar-shaped recess 3 water guiding groove 4 insert 5 other water guiding groove 6 water guiding groove axis 7 rotary bit axis 8 arrow 10 manhole 11 lower side wall 12 curved surface 13 water guiding port 14 weakening wall 15 recessed portion 16 other water guiding port

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 中心軸対称なすり鉢状の凹部及び半径に
沿うU字断面の1本の導水溝を上面に凹設すると共に側
面をマンホール内面に嵌合する形状に形成してなり、該
側面から切削により他の導水溝を後加工可能に形成した
ことを特徴とする全方向インバート。
1. A center-axis-symmetrical mortar-shaped recess and a single water-conducting groove having a U-shaped cross section along the radius are formed in the upper surface, and the side surface is formed into a shape that fits inside the manhole. An omnidirectional invert, characterized in that another water guide groove was formed by cutting so that it could be post-processed.
【請求項2】 請求項1記載のインバートの導水溝の中
心軸と回転ビットの中心軸とのなす角を現地の流出入管
軸の交角に合致させ、該インバートの側面から回転ビッ
トによりすり鉢壁部に他の導水溝を切削加工することを
特徴とする全方向インバートの導水路形成方法。
2. The angle between the central axis of the water guide groove of the invert according to claim 1 and the central axis of the rotary bit is matched with the intersection angle of the local inflow and outflow pipe axes, and the mortar wall portion is provided from the side surface of the invert by the rotary bit. A method for forming an omnidirectional inversion water conduit, characterized in that another water conduit is cut on the surface.
JP4051325A 1992-03-10 1992-03-10 Omnidirectional invert and forming method for its conduit Pending JPH05255945A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4051325A JPH05255945A (en) 1992-03-10 1992-03-10 Omnidirectional invert and forming method for its conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4051325A JPH05255945A (en) 1992-03-10 1992-03-10 Omnidirectional invert and forming method for its conduit

Publications (1)

Publication Number Publication Date
JPH05255945A true JPH05255945A (en) 1993-10-05

Family

ID=12883772

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4051325A Pending JPH05255945A (en) 1992-03-10 1992-03-10 Omnidirectional invert and forming method for its conduit

Country Status (1)

Country Link
JP (1) JPH05255945A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0782788A (en) * 1993-09-10 1995-03-28 Hokoku Concrete Kogyo Kk Manhole bottom block, and molding form therefor
US7830855B2 (en) 1999-08-23 2010-11-09 Freescale Semiconductor, Inc. Method and apparatus for data allocation in an overlap-enabled communication system
AU2005220277B2 (en) * 2004-10-11 2011-12-01 Holcim (Australia) Pty Ltd Base for a Drainage System
US11954059B2 (en) 2019-10-15 2024-04-09 Sony Interactive Entertainment Inc. Signal processing chip and signal processing system

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01121415A (en) * 1987-11-05 1989-05-15 Asahi Concrete Works Co Ltd Drilling for manhole
JPH0231176A (en) * 1988-07-20 1990-02-01 Hioki Ee Corp Inspection of printed circuit board

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01121415A (en) * 1987-11-05 1989-05-15 Asahi Concrete Works Co Ltd Drilling for manhole
JPH0231176A (en) * 1988-07-20 1990-02-01 Hioki Ee Corp Inspection of printed circuit board

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0782788A (en) * 1993-09-10 1995-03-28 Hokoku Concrete Kogyo Kk Manhole bottom block, and molding form therefor
US7830855B2 (en) 1999-08-23 2010-11-09 Freescale Semiconductor, Inc. Method and apparatus for data allocation in an overlap-enabled communication system
AU2005220277B2 (en) * 2004-10-11 2011-12-01 Holcim (Australia) Pty Ltd Base for a Drainage System
US11954059B2 (en) 2019-10-15 2024-04-09 Sony Interactive Entertainment Inc. Signal processing chip and signal processing system

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