JPH03132527A - Man-hole and invert holding member thereof - Google Patents
Man-hole and invert holding member thereofInfo
- Publication number
- JPH03132527A JPH03132527A JP1272201A JP27220189A JPH03132527A JP H03132527 A JPH03132527 A JP H03132527A JP 1272201 A JP1272201 A JP 1272201A JP 27220189 A JP27220189 A JP 27220189A JP H03132527 A JPH03132527 A JP H03132527A
- Authority
- JP
- Japan
- Prior art keywords
- invert
- manhole
- holding member
- outer cylinder
- external
- 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.)
- Granted
Links
- 238000009434 installation Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 4
- 229910001374 Invar Inorganic materials 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 241001070941 Castanea Species 0.000 description 1
- 235000014036 Castanea Nutrition 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、底面にインバート部を設けた底部ブロックの
上に筒状体を積み重ねて構成するマンホール及びそのイ
ンバート保持部利に関し、底部ブロックを、外筒部材と
一面にインバート部を有するインバーＩ−保持部材との
組合ゼとすることにより、マンボ・−ルの敷設、組立及
び外部配管接続の各作業を容易化できるようにしたちの
である。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a manhole constructed by stacking cylindrical bodies on a bottom block having an invert section on the bottom surface, and an invert holding section thereof. By combining the outer cylindrical member and the invar I-holding member having an invert portion on one side, it is possible to simplify the work of laying the manhole, assembling it, and connecting external piping.
と従来の技術〉
従来のマンホールは、良く知ら４］ているように、敷設
施丁−作業の簡便性、迅速性及び設置安定性を向上させ
るため、基板の」−に底部プロッタ、直壁ブロック、傾
斜壁ブロック等を順次積み重ねて構築するようにｔ２つ
”Ｃいる。第９図は従来のマンホールの一部切欠斜視図
である。図におい゛（′、１はコンクリ−１−製の基板
、２はも底ｒつｊ状の底部ブロック、３は筒状の直壁ブ
ロック、４は傾斜壁ブロック、５は蓋であり、これらは
順次積重ねられて全体としてマンホールを構成している
。As is well known [4], conventional manholes are constructed using a bottom plotter and a straight wall block on the board in order to improve the ease, speed and installation stability of the installation facility. , sloped wall blocks, etc. are stacked one after another to construct the structure. Figure 9 is a partially cutaway perspective view of a conventional manhole. , 2 is a bottom block with an r-shaped bottom, 3 is a cylindrical straight wall block, 4 is an inclined wall block, and 5 is a lid, which are stacked one on top of the other to constitute the manhole as a whole.
底部ブロック２は、汚水桝を構成するものであって、第
１０図に示すように、流入側の外部配管７１及び流出用
の外部配管８を接続するための管継手部６１．６２及び
管継手部６１．６２に連通ずるインバート部６３が設け
られている。第１０図の参照符号９は栗石、７２は外部
配管７１に接続される他の外部配管、ａは汚水の流入方
向を示している。The bottom block 2 constitutes a sewage basin, and as shown in FIG. 10, it has pipe joints 61, 62 and pipe joints for connecting the inflow side external pipe 71 and the outflow external pipe 8. An invert section 63 is provided which communicates with sections 61 and 62. In FIG. 10, reference numeral 9 indicates a chestnut stone, 72 indicates another external pipe connected to the external pipe 71, and a indicates the inflow direction of waste water.
〈発明が解決しようとする課題〉
しかしながら、従来のマンホールにおいては、底部ブロ
ック２が、第１０図に示したように、管継手部６１．６
２及びインバート部６３を一体に設けた成形体となって
いるため、次のような問題点があった。<Problems to be Solved by the Invention> However, in the conventional manhole, the bottom block 2 is connected to the pipe joint part 61.6 as shown in FIG.
2 and the invert part 63 are integrally provided, the following problems arise.
（イ）外部配管７１を接続する段階では、マンホール及
び外部配管７２は所定の位置に固定されており、両者間
の距離ｄ１は一定の固定した寸法になっている。一方、
配管接続を完成するためには、外部配管７１の長さｆｌ
ｌは距ｒＩＡｄ１よりも大きくしなければならない。上
述のように、距離ｄ、に固定されている外部配管７２と
マンホールの管継手部６１または６２との間に、両者７
２−６１または６２間の距１１１ｄｌよりも大きい長さ
ｆｌ、を有する外部配管７１を挿入配置して接続する作
業は、木質的にきわめて困難である。(a) At the stage of connecting the external piping 71, the manhole and the external piping 72 are fixed at predetermined positions, and the distance d1 between them is a constant fixed dimension. on the other hand,
To complete the piping connection, the length fl of the external piping 71 must be
l must be greater than the distance rIAd1. As mentioned above, between the external piping 72 fixed at the distance d and the manhole pipe joint 61 or 62, both 7
The work of inserting, arranging and connecting the external piping 71 having a length fl larger than the distance 111dl between 2-61 or 62 is extremely difficult due to the nature of the wood.
（ロ）上述の作業の困難性を緩和するため、外部配管７
１の長さρ１を、距１１１１［ｄｌ を越える範囲で短
くしたとしたら、外部配管７１．７２と管継手部６１も
しくは６２との接合端面に隙間を生じ、汚物、ゴミ等が
集積し、流動障害を引起こしてしまう。(b) In order to alleviate the difficulty of the above-mentioned work, external piping 7
If the length ρ1 of 1 is shortened to a range exceeding the distance 1111[dl], a gap will be created at the joint end surface of the external pipe 71, 72 and the pipe joint 61 or 62, and dirt, dust, etc. will accumulate and flow. It will cause trouble.
（ハ）マンホールの管継手部６１．６２と、外部配管７
１．７２との間に、面内での回転位置ズレを生した場合
、外部配管７１を管継手部６１．６２に接続できないよ
うな状態を生じることもある。もし、このような状態に
立ち至った場合は、外部配管７１．７２の配管作業をや
り直すか、またはマンホールの設置位置を変更しなけれ
ばならなくなる。(c) Manhole pipe joints 61 and 62 and external piping 7
1.72, if an in-plane rotational positional deviation occurs, a situation may arise in which the external pipe 71 cannot be connected to the pipe joint portion 61.62. If such a situation occurs, the piping work for the external piping 71, 72 must be redone, or the installation position of the manhole must be changed.
（ニ）マンホールを一旦設置した後に、マンホールの管
継手部の個数と、接続すべき外部配管の数が異なってい
ることが判明したような場合、−旦設置したマンホール
を、別の適切なマンホールと交換し、従前のマンホール
全体を廃棄処分しなければならないという問題も生しる
。(d) If, after a manhole has been installed, it is found that the number of pipe fittings in the manhole and the number of external pipes to be connected are different, - replace the manhole with another suitable manhole. This also creates the problem that the entire old manhole must be disposed of.
そこで、本発明の課題は、上述する従来の問題点を解決
し、敷設、組立、配管接続または配管変更等に対する順
応性のきわめて高いマンホール及びインバート保持部材
を提供することである。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned conventional problems and to provide a manhole and invert holding member that has extremely high adaptability to installation, assembly, piping connections, piping changes, etc.
〈課題を解決するための手段〉
上述する課題解決のため、本発明は、底面にインバート
部を設けた底部ブロックの上に筒状体を積み重ねて構成
されるマンホールであって、前記底部ブロックは、外筒
部材と、前記外筒部材内に配置されるインバート保持部
材との組合せを含み、
前記外筒部材は、外部配管接続用の管継手部を有してお
り、
前記インバート保持部材は、一面に前記インバート部を
有していて、前記インバート部が前記管継手部と対応す
る位置にくるように、前記外筒部材内に配置されている
こと
を特徴とする。<Means for Solving the Problems> In order to solve the above-mentioned problems, the present invention provides a manhole constructed by stacking cylindrical bodies on a bottom block having an invert section on the bottom surface, the bottom block comprising: , including a combination of an outer cylinder member and an invert holding member disposed within the outer cylinder member, the outer cylinder member having a pipe joint for connecting external piping, and the invert holding member comprising: It is characterized in that it has the invert part on one side, and is arranged within the outer cylinder member so that the invert part is located at a position corresponding to the pipe joint part.
く作用〉
底部ブロックは、外筒部材と外筒部材内に配置されるイ
ンバート保持部材との組合せを含み、前記外筒部材は、
外部配管接続用の管継手部を有しており、インバート保
持部材は一面にインバート部を有しているので、マンホ
ール組立作業において、インバート部を有するインバー
ト保持部材を、管継手部を有する外筒部材から分離して
、別の工程で行なうことができる。外部配管を接続する
場合、外筒部材の内部にインバート保持部材を配置する
前に管継手部に外部配管を挿入して、その端部を、外筒
部材の空の内部空間に導入し、次に他の外部配管の方向
に押出して接続できる。このため、外部配管接続作業が
容易になる。Function> The bottom block includes a combination of an outer cylinder member and an invert holding member disposed within the outer cylinder member, and the outer cylinder member has the following features:
It has a pipe joint part for external piping connection, and the invert holding member has an invert part on one side, so when assembling the manhole, the invert holding member having the invert part is attached to the outer cylinder having the pipe joint part. It can be separated from the component and carried out in a separate process. When connecting external piping, insert the external piping into the pipe joint before placing the invert holding member inside the outer cylinder member, introduce its end into the empty internal space of the outer cylinder member, and then It can be connected by extruding it in the direction of other external piping. Therefore, external piping connection work becomes easier.
外部配管接続作業が終った後は、インバート保持部材な
外筒部材内に挿入配置する。インバート保持部材は、一
面にインバート部を有していて、インバート部が管継手
部とを対応する位置にくるように、外筒部材内に配置さ
れている。従って、インバート保持部材のインバーＩ・
部が管継手部及び外部配管に連通ずるようになる。After the external piping connection work is completed, it is inserted into the outer cylinder member, which is an invert holding member. The invert holding member has an invert portion on one surface, and is disposed within the outer cylinder member such that the invert portion is located in a position corresponding to the pipe joint portion. Therefore, the invert holding member
The section comes into communication with the pipe joint section and external piping.
インバート保持部材に設けられたインバート部と、外筒
部材の管継手部または外部配管との間に、面内での回転
位置ズレを生した場合、インバート保持部材を外筒部材
の内部または外部で面回転させて、位置合せをすること
ができる。従って、回転位置ズレを生じた場合でも、外
部配管の配管作業をやり直す必要がなく、マンホールの
設冒位置を変更する必要もなくなる。If there is an in-plane rotational misalignment between the invert part provided on the invert holding member and the pipe joint part or external piping of the outer cylinder member, the invert holding member may be moved inside or outside the outer cylinder member. You can align the plane by rotating the plane. Therefore, even if a rotational position shift occurs, there is no need to redo the piping work on the external piping, and there is no need to change the installation position of the manhole.
マンホールを一旦設置した後に、マンホールの管継手部
の個数と、接続すべぎ外部配管の数が異なっていること
が判明したような場合は、インバート保持部材のみを交
換するだけでよい。従来のように、−旦設置したマンホ
ールを別の適切なマンホールと交換する必要がなくなり
、経済的損失を最小限に抑えることができる。Once the manhole has been installed, if it is found that the number of pipe joints in the manhole and the number of connecting external pipes are different, it is only necessary to replace the invert holding member. There is no need to replace the installed manhole with another suitable manhole as in the past, and economic losses can be minimized.
〈実施例〉
第１図は本発明に係るマンホールの正面部分断面図であ
る。図において、第９図と同一の参照符号は同一性ある
構成部分を示している。底部ブロック２は、外筒部材２
１と、外筒部材２１内に配置されるインバート保持部材
２２との組合せで構成されている。外筒部材２１は、側
壁部の適当な位置に、流入及び流出用の外部配管を接続
する管継手部２１１を有している。実施例において、管
継手部２１１には、プラスチックまたはコンクリート等
でなるスペーサ２３が挿入されており、このスペーサ２
３内に外部配管７１が挿入接続されている。２４．２５
はモルタル等の接合材である。<Example> FIG. 1 is a front partial sectional view of a manhole according to the present invention. In the figure, the same reference numerals as in FIG. 9 indicate the same components. The bottom block 2 is an outer cylinder member 2
1 and an invert holding member 22 disposed within the outer cylinder member 21. The outer cylindrical member 21 has a pipe joint 211 at an appropriate position on the side wall for connecting external pipes for inflow and outflow. In the embodiment, a spacer 23 made of plastic, concrete, etc. is inserted into the pipe joint 211.
An external piping 71 is inserted into and connected to the inside of 3. 24.25
is a bonding material such as mortar.
インバート保持部材２２は、一面にインバート部２２１
を有していて、インバート部２２１が管継手部２１１と
対応する位置にくるように、外筒部材２１内に配置され
ている。インバート保持部材２２と外筒部材２１との間
の境界は、図示しないモルタル等の接合シール材を充填
して固着する。The invert holding member 22 has an invert portion 221 on one side.
It is arranged in the outer cylinder member 21 so that the invert part 221 is located at a position corresponding to the pipe joint part 211. The boundary between the invert holding member 22 and the outer cylinder member 21 is filled with a bonding sealing material such as mortar (not shown) and fixed.
第２図〜第４図はインバート保持部材２２の一例を示す
図である。実施例に示すインバート保持部材２２は、コ
ンクリートまたはプラスチック等による成形品となって
おり、全体として、円板状の形状を有する。そして、相
対する主面の一面に、インバート部２２１を設けた構造
となっている。インバート部２２１は、図示の３方路に
限らず、直線路や４方路等の周知の形状が選択できる。2 to 4 are diagrams showing an example of the invert holding member 22. FIG. The invert holding member 22 shown in the embodiment is a molded product made of concrete, plastic, or the like, and has a disk-like shape as a whole. The structure is such that an invert portion 221 is provided on one of the opposing main surfaces. The invert section 221 is not limited to the illustrated three-way shape, but can be selected from well-known shapes such as a straight path or four-way path.
また、図示は省略したが、インバート部２２１を形成す
るのに必要な肉厚を確保して、肉厚をできるだけ薄くシ
た形状とすることもできる。このような形状は、インバ
ート保持部材２２をプラスチック成形品とした場合に特
に有効である。実施例に示すインバート保持部材２２は
、その外周付近の３〜４個所に、受板２２２〜２２４と
ネジ２２５〜２２７より構成される高さ調節機構を有し
ている。受板２２２〜２２４は、鉄板等の機械的強度の
大きな金属材料で構成し、端縁をインバート保持部材２
２の内部に一体に埋設しである。受板２２２〜２２４の
外周端縁（イ）は、インバート保持部材２２の外周端縁
（ロ）よりも少し内側に位置させである。Further, although not shown in the drawings, it is also possible to secure the wall thickness necessary to form the invert portion 221 and to make the wall thickness as thin as possible. Such a shape is particularly effective when the invert holding member 22 is made of a plastic molded product. The invert holding member 22 shown in the embodiment has height adjustment mechanisms constituted by receiving plates 222 to 224 and screws 225 to 227 at three to four locations near its outer periphery. The receiving plates 222 to 224 are made of a metal material with high mechanical strength such as an iron plate, and the edges are connected to the invert holding member 2.
It is embedded integrally inside 2. The outer peripheral edges (A) of the receiving plates 222 to 224 are positioned slightly inside the outer peripheral edge (B) of the invert holding member 22.
次に、第５図〜第第８図を参照して、本発明に係るマン
ホールの組立及び外部配管接続工程の１例を説明する。Next, an example of the manhole assembly and external piping connection process according to the present invention will be described with reference to FIGS. 5 to 8.
外部配管接続に当っては、第５図に示すように、外筒部
材２１の内部にインバート保持部材２２を配置する前に
、管継手部２１１に外部配管７１を挿入して、その端部
７１１を、矢印すで示す如く、外筒部材２１の内部空間
２１２に導入しておく。これにより、外部配管７２と外
部配管７１との間に、充分な逃げ間隔Ｌ１が確保される
。本発明においては、底部ブロック２は、外筒部材２１
と外筒部材２１内に配置されるインバート保持部材２２
との組合せとなっているから、上述の組立工程をとるこ
とが可能である。外部配管７１の配置は外部配管７２の
敷設前に行なうのがよい。To connect the external piping, as shown in FIG. is introduced into the internal space 212 of the outer cylinder member 21 as shown by the arrow. Thereby, a sufficient escape distance L1 is secured between the external piping 72 and the external piping 71. In the present invention, the bottom block 2 includes an outer cylinder member 21
and an invert holding member 22 disposed within the outer cylinder member 21.
Since it is a combination of the following, it is possible to use the above assembly process. It is preferable to arrange the external piping 71 before laying the external piping 72.
また、外筒部材２１の管継手部２１１は、外筒部材２１
を設置した後、外部配管７２の位置に合せて、カッタに
よって外筒部材２１に穴を開本プて形成してもよい。実
施例においては、管継手部２１１内にスペーサ２３を挿
入する構造となっているので、外筒部材２１の側壁の厚
みを薄くして穴開は作業を容易化できる。Further, the pipe joint part 211 of the outer cylinder member 21 is connected to the outer cylinder member 21.
After installing the external pipe 72, a hole may be opened and formed in the outer cylinder member 21 using a cutter in accordance with the position of the external pipe 72. In the embodiment, since the spacer 23 is inserted into the pipe joint 211, the thickness of the side wall of the outer cylindrical member 21 can be reduced to facilitate the drilling operation.
次に、第６図に示すように、矢印Ｃで示す如く、外部配
管７１を外部配管７２の方向に引出し両者７１−７２を
接続する。これにより、外部配管７１と外部配管７２と
を簡単に接続できる。Next, as shown in FIG. 6, as shown by arrow C, the external pipe 71 is pulled out in the direction of the external pipe 72, and both 71-72 are connected. Thereby, external piping 71 and external piping 72 can be easily connected.
上述のようにして外部配管接続作業が終った後、第７図
に示すように、インバート保持部材２２を外筒部材２１
内に挿入配置する。インバート保持部材２２は、一面に
インバート部２２１を有していて、インバート部２２１
が管継手部２１１と対応する位置にくるように、外筒部
材２１内に配置する。こねにより、インバート保持部材
２２のインバート部２２１が管継手部２１１及び外部配
管７１に連通ずるようになる。After the external piping connection work is completed as described above, as shown in FIG.
Insert and place inside. The invert holding member 22 has an invert part 221 on one side, and the invert part 221
It is arranged in the outer cylinder member 21 so that it is located at a position corresponding to the pipe joint part 211. By kneading, the invert portion 221 of the invert holding member 22 comes to communicate with the pipe joint portion 211 and the external piping 71.
もし、インバート部２２１と管継′手部２１１及び外部
配管７１どの間に、面内での回転位置ズレを生した場合
、インバート保持部材２２を面回転させて、位置合せを
することができる。従って、回転位置ズレを生じた場合
でも、外部配管７１の配管作業をやり直す必要がなく、
マンホールの設置位置を変更する必要もなくなる。If there is an in-plane rotational misalignment between the invert portion 221, the pipe fitting portion 211, or the external pipe 71, the invert holding member 22 can be rotated in the plane to align the positions. Therefore, even if a rotational position shift occurs, there is no need to redo the piping work of the external piping 71.
There is no need to change the installation position of the manhole.
マンホールを一旦設置した後に、マンホールの管継手部
２１１の個数と接続すべぎ外部配管７１の数が異なって
いることか判明したような場合は、インバート保持部材
２２のみを交換するだ＋−３でよい。従来のように、−
旧設置したマンホールを別の適切なマンホールと交換す
る必要はない。If, after once installing the manhole, it is found that the number of manhole joints 211 and the number of external pipes 71 to be connected are different, replace only the invert holding member 22. good. As before, −
There is no need to replace the previously installed manhole with another suitable manhole.
また、本実施例のインバート保持部材２２は、第２図〜
第４図に示したように、外周付近の３〜４個所に、受板
２２２〜２２４とネジ２２５〜２２７より構成される高
さ調節機構を有しているので、インバート部２２１と管
継手部２１１との１
２
間に高さ位置ズレな生じても、この位置ズレを上記高さ
調節機構により容易に解消できる。Further, the invert holding member 22 of this embodiment is shown in FIGS.
As shown in FIG. 4, there are height adjustment mechanisms consisting of receiving plates 222 to 224 and screws 225 to 227 at three to four locations near the outer periphery, so that the invert part 221 and the pipe joint part Even if a height positional deviation occurs between 211 and 1 2 , this positional deviation can be easily resolved by the height adjustment mechanism.
次に、第８図に示すように、外部配管７１と管継手部２
１１との間をモルタル等の接合材によって接合すると共
に、外筒部材２１とインバート保持部材２２との間の界
面に同様の接合材を充填して接着固定する。実施例に示
すインバート保持部材２２は、受板２２２〜２２４の外
周端縁（イ）を、インバート保持部材２２の外周端縁（
ロ）よりも少し内側に位置さゼであるので、接合材の注
入充填が確実に行なわれる。Next, as shown in FIG. 8, the external piping 71 and the pipe joint 2
11 with a bonding material such as mortar, and the interface between the outer cylinder member 21 and the invert holding member 22 is filled with a similar bonding material and fixed by adhesive. In the invert holding member 22 shown in the embodiment, the outer peripheral edge (A) of the receiving plates 222 to 224 is connected to the outer peripheral edge (A) of the invert holding member 22.
Since it is located a little inside than (b), the injection and filling of the bonding material can be performed reliably.
〈発明の効果〉
以上述べたように、本発明よれは、次のＪ：うな効果が
得られる。<Effects of the Invention> As described above, according to the present invention, the following effects can be obtained.
（ａ）底部ブロックは、外筒部材と外筒部材内に配置さ
れるインバート保持部材どの組合せを含み、前記外筒部
材は、外部配管接続用の管ｆ４１手部を有しており、イ
ンバート保持部材は一面にインバート部を有しているの
で、外部配管接続作業の容易なマンホールを提供てきる
。(a) The bottom block includes a combination of an outer cylindrical member and an invert holding member disposed within the outer cylindrical member, and the outer cylindrical member has a pipe f41 end for external piping connection, and the invert holding member is arranged in the outer cylindrical member. Since the member has an inverted portion on one side, it can provide a manhole with which external piping can be easily connected.
（ｂ）インバー１一部と外部配管との間に、面内での回
転位置ズレを生じた場合、インバート保持部材な面回転
させて、位置合せをすることかできるので、回転位置ズ
レを生じた場合でも、外部配管の配管作業をやり直すこ
とも、マンホール設置位置を変更することも不要で、夕
（部配管接続作業及び設置作業の容易なマンホールを提
供できる。(b) If there is a rotational misalignment in the plane between a part of the Invar 1 and the external piping, the position can be adjusted by rotating the plane of the invert holding member. Even in such cases, there is no need to redo the piping work for external piping or change the manhole installation position, and it is possible to provide a manhole that is easy to connect and install.
（Ｃ）マンホールを一旦設置した後に、マンホールの管
継手部の個数と接続すべき外部配管の数が異なっている
ことが判明したような場合は、インバー１保持部材のみ
を交換するたけでよく、変更作業が容易で、変更時コス
トを低減し得る経済性に（畳れたマンホールを１是イ共
できる。(C) Once the manhole has been installed, if it is found that the number of pipe joints in the manhole and the number of external pipes to be connected are different, it is sufficient to replace only the Invar 1 holding member. Change work is easy, and it is economical as it can reduce the cost at the time of change (one folded manhole can be replaced at the same time).
第１図は本発明に係るマンホールの断面図、第２図は本
発明に係るマンボ・−ルに使用さＪ］るインバート保持
部月の片面図、第３図は同じくその正面図、第４図は同
じくその正面断面図、第５図〜第８図は本発明に係るマ
ンホールの敷設作業工程の１例を示す図、第９図は従来
のマンボールの一部切欠斜視図、第１０図は同じく使用
状態における要部の部分欠損図である。
２・・・底部ブロック ２１・・・外筒部材２２・・
・インバート保持部材
２１１・・・・管継手部
２２１・・・インバート部
１７６
第
８
図
第
図
らFig. 1 is a sectional view of the manhole according to the present invention, Fig. 2 is a one-sided view of the invert holding part used in the manhole according to the present invention, Fig. 3 is a front view thereof, and Fig. 4 is a front view thereof. The figure is a front cross-sectional view, FIGS. 5 to 8 are views showing an example of the manhole installation process according to the present invention, FIG. 9 is a partially cutaway perspective view of a conventional manhole, and FIG. 10 2 is a partially cutaway view of the main parts in the same state of use. 2...Bottom block 21...Outer cylinder member 22...
・Invert holding member 211...Pipe joint part 221...Invert part 176 FIG.
Claims (2)
筒状体を積み重ねて構成されるマンホールであって、 前記底部ブロックは、外筒部材と、前記外筒部材内に配
置されるインバート保持部材との組合せを含み、 前記外筒部材は、外部配管接続用の管継手部を有してお
り、 前記インバート保持部材は、一面にインバート部を有し
ていて、前記インバート部が前記管継手部と対応する位
置にくるように、前記外筒部材内に配置されていること を特徴とするマンホール。(1) A manhole configured by stacking cylindrical bodies on a bottom block having an invert portion on the bottom surface, the bottom block comprising an outer cylinder member and an invert holding member disposed within the outer cylinder member. The outer cylindrical member has a pipe joint part for external piping connection, and the invert holding member has an invert part on one surface, and the invert part is connected to the pipe joint part. A manhole characterized in that the manhole is disposed within the outer cylindrical member at a position corresponding to the manhole.
ブロックを構成するマンホール用インバート保持部材で
あって、一面にインバート部を有すること を特徴とするマンホール用インバート保持部材。(2) An invert holding member for a manhole, which is disposed within an outer cylinder member and forms a bottom block together with the outer cylinder member, and has an invert portion on one surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1272201A JPH0786241B2 (en) | 1989-10-18 | 1989-10-18 | Manhole and its invert holding member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1272201A JPH0786241B2 (en) | 1989-10-18 | 1989-10-18 | Manhole and its invert holding member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03132527A true JPH03132527A (en) | 1991-06-05 |
| JPH0786241B2 JPH0786241B2 (en) | 1995-09-20 |
Family
ID=17510509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1272201A Expired - Fee Related JPH0786241B2 (en) | 1989-10-18 | 1989-10-18 | Manhole and its invert holding member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0786241B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03144019A (en) * | 1989-10-28 | 1991-06-19 | Nitsukon Kikai Kogyo Kk | Method of constructing manhole |
| JPH0589536U (en) * | 1991-09-07 | 1993-12-07 | 伸一 相沢 | Manhole invert block |
| JPH0589535U (en) * | 1991-09-07 | 1993-12-07 | 伸一 相沢 | Manhole invert block |
| US20130055650A1 (en) * | 2010-11-17 | 2013-03-07 | Udo Hartmann | Modular Integrated Underground Utilities Enclosure and Distribution System |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5031760U (en) * | 1973-07-16 | 1975-04-08 | ||
| JPS6351538A (en) * | 1986-08-22 | 1988-03-04 | 高陵工業株式会社 | Invert block of manhole for sewage |
-
1989
- 1989-10-18 JP JP1272201A patent/JPH0786241B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5031760U (en) * | 1973-07-16 | 1975-04-08 | ||
| JPS6351538A (en) * | 1986-08-22 | 1988-03-04 | 高陵工業株式会社 | Invert block of manhole for sewage |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03144019A (en) * | 1989-10-28 | 1991-06-19 | Nitsukon Kikai Kogyo Kk | Method of constructing manhole |
| JPH0589536U (en) * | 1991-09-07 | 1993-12-07 | 伸一 相沢 | Manhole invert block |
| JPH0589535U (en) * | 1991-09-07 | 1993-12-07 | 伸一 相沢 | Manhole invert block |
| US20130055650A1 (en) * | 2010-11-17 | 2013-03-07 | Udo Hartmann | Modular Integrated Underground Utilities Enclosure and Distribution System |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0786241B2 (en) | 1995-09-20 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |