JP2669810B2 - Pipe mounting wall with inspection footrest - Google Patents
Pipe mounting wall with inspection footrestInfo
- Publication number
- JP2669810B2 JP2669810B2 JP7325833A JP32583395A JP2669810B2 JP 2669810 B2 JP2669810 B2 JP 2669810B2 JP 7325833 A JP7325833 A JP 7325833A JP 32583395 A JP32583395 A JP 32583395A JP 2669810 B2 JP2669810 B2 JP 2669810B2
- Authority
- JP
- Japan
- Prior art keywords
- flow path
- pipe
- footrest
- lower flow
- predetermined
- 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 - Fee Related
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、下水道マンホール
の底部に設けられる管取付壁に関し、特に処理水を所定
方向に導くインバートが設けられた点検用足置き付管取
付壁に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe mounting wall provided at the bottom of a sewer manhole, and more particularly to a pipe mounting wall with a footrest for inspection provided with an invert for guiding treated water in a predetermined direction.
【0002】[0002]
【従来の技術】図12はマンホールの配置状態を示す平
面図である。道路50の道筋等に沿って設けられる下水
路51の分岐点Aおよび折曲路B部分には、マンホール
53が設けられる。図13は、このマンホール53を示
す側断面図である。マンホール53は、図示の如く組み
立て型が用いられる。底部の基礎工事部54a上に水平
なベース54b上には、管取付壁55,直壁56,片斜
壁57,調整ブロック58,蓋部59が順次重ねられマ
ンホール53を形成する。2. Description of the Related Art FIG. 12 is a plan view showing the arrangement of manholes. A manhole 53 is provided at a branch point A and a bent path B portion of the sewage channel 51 provided along a route of the road 50 or the like. FIG. 13 is a side sectional view showing the manhole 53. As the manhole 53, an assembly type is used as illustrated. A pipe mounting wall 55, a straight wall 56, a sloping wall 57, an adjusting block 58, and a lid 59 are sequentially stacked on a base 54b that is horizontal on the foundation work portion 54a at the bottom to form a manhole 53.
【0003】マンホール53の底部に設けられる管取付
壁55には、前記下水路51を構成する配管(例えば所
定径を有する直管)60が接続される。管取付壁55
は、所定高さを有し、側壁55aに接続される直管60
部分同士をインバート61にて接続し、所定の流路を形
成している。A pipe (for example, a straight pipe having a predetermined diameter) 60 forming the sewer 51 is connected to a pipe mounting wall 55 provided at the bottom of the manhole 53. Pipe mounting wall 55
Is a straight pipe 60 having a predetermined height and connected to the side wall 55a.
The parts are connected by an invert 61 to form a predetermined flow path.
【0004】このインバート61は、上流の直管60a
からの流れを下流の直管60bに導くとともに、これに
合流する直管60cが設けられるものであり、これらイ
ンバート61は、切削により側断面を略半円形状に形成
するようになっている。尚、このインバート61は、上
流からの流れを留まること無く下流に流すために、合流
された直管60cからの流れを上流から下流に至る直線
状のインバート61の略中間位置で斜めに接続されてい
る。The invert 61 is an upstream straight pipe 60a.
Is provided to the downstream straight pipe 60b, and a straight pipe 60c that joins the straight pipe 60b is provided. These inverts 61 are formed such that their side cross sections are formed in a substantially semicircular shape by cutting. The invert 61 is connected diagonally at a substantially middle position of the linear invert 61 from the upstream side to the downstream side in order to allow the flow from the upstream to flow downstream without stopping. ing.
【0005】また、保守時等には、作業者はタラップ6
5を降り、管取付壁55の略水平なステップ面63上に
足を置いて直管60との接続部分を覗き保守点検するよ
うになっている。At the time of maintenance or the like, the operator may
5, the user places his / her foot on the substantially horizontal step surface 63 of the pipe mounting wall 55 and looks into the connecting portion with the straight pipe 60 for maintenance and inspection.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、従来の
管取付壁55のインバート61は、この管取付壁55の
側部に接続される各直管60a〜60cに合わせ現場で
コンクリートモルタルを練り施工するという非常に手間
のかかるものであった。However, the invert 61 of the conventional pipe mounting wall 55 is kneaded with concrete mortar at the site according to the straight pipes 60a to 60c connected to the sides of the pipe mounting wall 55. It was very troublesome.
【0007】また、1つのインバート61を作成するの
に時間がかかり(1日2〜3か所が限度)、この施工作
業が狭いマンホール53底部で行われるため危険を伴っ
た。また、施工後であっても即座に水を流すことができ
なかった。すなわち、コンクリートの固化に時間がかか
り(1週間程度)、また直管60部分から水が侵入する
場合には、さらに固化に時間がかかる問題があった。Further, it takes time to make one invert 61 (a maximum of 2 to 3 places per day), and this construction work is performed at the bottom of the narrow manhole 53, which is dangerous. Moreover, it was not possible to immediately flush the water even after the construction. That is, there is a problem that it takes time to solidify the concrete (about one week), and when water intrudes from the straight pipe 60, it takes more time to solidify.
【0008】そして、管取付壁55に接続される各直管
60a〜60cの接続数と接続方向、及び直管60の管
径と接続高さ位置は、各現場毎に異なり無限に近いた
め、注文生産となり予めインバート61を型成形により
用意しておくということができないばかりか、コスト高
であった。Since the number and connection direction of the straight pipes 60a to 60c connected to the pipe mounting wall 55, and the pipe diameter and the connection height position of the straight pipe 60 are different at each site and are almost infinite, Not only could it not be possible to prepare the invert 61 in advance by molding but it would be costly because it was made to order.
【0009】また、直管60cが所定以上の流入段差
(600mm以上)がある場合には、、流れ込む水流に
よりインバート61の破損の危険があり、この場合に
は、図13の如く直管60aから分岐する小径の副管6
0d(曲管60eを含む)を設ける必要があり、この資
材及び接続作業が必要であり、また、図14の断面図に
示す如く副管60d側部をコンクリートで固化する作業
が必要であるため、作業に手間がかかり、工事費が増大
した。When the straight pipe 60c has a predetermined inflow step (600 mm or more), there is a risk of damage to the invert 61 due to the flowing water flow. In this case, as shown in FIG. Small diameter secondary pipe 6
0d (including the curved pipe 60e) needs to be provided, this material and connection work are required, and work for solidifying the side portion of the sub-pipe 60d with concrete as shown in the sectional view of FIG. 14 is required. , It took time and labor, and the construction cost increased.
【0010】また、ステップ面63はインバート61の
側部位置に設けられているため、このステップ面63に
対する汚水、汚物の付着が生じやすく、ステップ面63
が常時汚れやすく、点検作業が行いにくかった。Further, since the step surface 63 is provided at the side position of the invert 61, sewage and dirt are likely to be attached to the step surface 63, and the step surface 63 is easily formed.
Was always easy to get dirty and it was difficult to carry out inspection work.
【0011】本発明は、上記課題を解決するためになさ
れたものであり、接続される直管の数および接続方向に
係わらず、内部に流入した水流が留まることなく流出さ
せることができる管取付壁の内部の点検作業を容易に行
うことができる点検用足置き付管取付壁を提供すること
を目的としている。The present invention has been made in order to solve the above-mentioned problems, and is a pipe mounting which allows an inflow of water to flow out without staying regardless of the number of connected straight pipes and the connecting direction. It is an object of the present invention to provide a pipe mounting wall with a footrest for inspection that can easily perform an inspection work inside a wall.
【0012】[0012]
【課題を解決するための手段】上記目的を達成するた
め、本発明の点検用足置き付管取付壁は、請求項1記載
のように、所定径を有する周壁部(2)側部に互いが所
定の段差(D)を有して接続される上流の配管(60
a)および下流の配管(60b)と、前記周壁部内部に
形成され側断面が所定角度傾斜する略円錐状をなし、水
流を中央部に集めるための傾斜部(5)と、該傾斜部の
中央に設けられ、側断面が半球状に形成された球壁部
(6)と、前記周壁部を貫通し前記下流の配管から前記
傾斜部及び球壁部に連通して形成される下流路(8)
と、該下流路に対し平面上所定角度を有して前記周壁部
を貫通形成され、前記上流の配管から前記傾斜部及び球
壁部に連通して形成される上流路(15)と、該傾斜部
に設けられ、点検時に開閉自在な足置き(70)と、を
具備することを特徴としている。In order to achieve the above-mentioned object, according to the first aspect of the present invention, there is provided a pipe mounting wall with a footrest for inspection, which is attached to a side wall of a peripheral wall having a predetermined diameter. Is connected with a predetermined step (D) to the upstream pipe (60
a) and the downstream pipe (60b), an inclined portion (5) formed inside the peripheral wall portion and having a substantially conical shape whose side cross section is inclined at a predetermined angle, and for collecting a water flow in the central portion; A spherical wall portion (6) provided at the center and having a hemispherical side cross-section, and a lower flow passage formed through the peripheral wall portion and communicating from the downstream pipe to the inclined portion and the spherical wall portion ( 8)
An upper flow path (15) formed to penetrate the peripheral wall portion at a predetermined angle with respect to the lower flow path in a plane, and communicate with the inclined pipe and the spherical wall portion from the upstream pipe; A footrest (70) that is provided on the inclined part and that can be opened and closed at the time of inspection.
【0013】また、請求項2記載のように、前記傾斜部
(5)に予め所定間隔で複数埋設される固定片(71)
と、該固定片に対し固定部材(72)を介して固定され
る前記足置き(70)の基台(75)と、該基台に対し
回動軸(78)を中心として開閉自在なステップ(7
7)と、該ステップの裏面に所定角度傾斜して立設さ
れ、開く際の操作部として、及び開いた後ステップの水
平状態を保持するための回動操作片(79)と、を具備
する構成としてもよい。According to a second aspect of the present invention, a plurality of fixed pieces (71) are embedded in the inclined portion (5) at predetermined intervals.
And a base (75) of the footrest (70) fixed to the fixing piece via a fixing member (72), and a step which can be opened and closed with respect to the base about a rotation axis (78). (7
7), and a rotating operation piece (79) that stands upright at a predetermined angle on the back surface of the step, as an operation part when opening, and for maintaining the horizontal state of the step after opening. It may be configured.
【0014】また、請求項3記載のように、前記足置き
(70)は、前記上流路及び下流路の配置角度に応じて
所定の固定片(71)部分に取付けられ、あるいは着脱
自在な構成としてもよい。Further, as described in claim 3, the footrest (70) is attached to a predetermined fixing piece (71) portion according to the arrangement angle of the upper flow path and the lower flow path, or is detachable. It may be.
【0015】また、請求項4記載のように、前記下流路
(8)の上半部にある傾斜部(5)及び球壁部(6)を
該下流路の直径の幅で下流路(8)に沿って切り欠いた
形状の足置き用切欠部(40)を設ける構成としてもよ
い。According to a fourth aspect of the present invention, the inclined portion (5) and the spherical wall portion (6) in the upper half of the lower flow passage (8) are formed to have a width equal to the diameter of the lower flow passage. ) May be provided with a notch (40) for footrest having a shape cut out along (1).
【0016】上流の直管60aから流入した下水等の水
流は、周壁部2を貫通する上流路15に沿って内側面3
の中央部の球壁部6に集められた後、下流路8から下流
の直管60bに導かれる。下流路8は予め型形成により
作成され、現場において上流の直管60aが設けられた
位置及び直管60aの径に対応して上流路15を円状に
削孔形成するのみで、これら上流の直管60aと下流の
直管60bは、上流路15〜球壁部6〜下流路8を介し
て円滑に流れ、逆流や水流の変動を生じない。また、球
壁部6の上部には、所定角度傾斜する略円錐状の傾斜部
5が形成されており、上流路15の水流が傾斜部5に流
れ込んでも傾斜部5の水流は全て球壁部6に集められ
る。この傾斜部5には、固定片71に固定された足置き
70が2つ対面して設けられ、点検時にはこの足置き7
0を開いて点検作業者がまたぐ踏み台が確保され、点検
作業を安全かつ容易に行える。この足置き70は、開閉
自在であるから点検、保守時に閉じると大型の資材、器
具の搬入を容易に行える。また、必要に応じ取り外しも
容易に行える。また、下流路8の上半部にある傾斜部5
及び球壁部6を該下流路8の直径の幅で切り欠いた足置
き用切欠部40を設けることにより、作業者の足を置く
スペースが確保でき、姿勢変更が楽に行えるようになり
下流路8奥方の点検を容易に行えるようになる。A water flow such as sewage flowing from the upstream straight pipe 60a flows along the upper flow path 15 penetrating the peripheral wall portion 2 to the inner surface 3
After being collected on the spherical wall portion 6 in the central portion of the lower portion, it is guided from the lower channel 8 to the downstream straight pipe 60b. The lower flow path 8 is created in advance by forming a mold, and only the upper flow path 15 is formed in a circular shape corresponding to the position where the upstream straight pipe 60a is provided and the diameter of the straight pipe 60a on the spot, and these upstream flow paths are formed. The straight pipe 60a and the downstream straight pipe 60b smoothly flow through the upper flow path 15 to the spherical wall portion 6 to the lower flow path 8 without causing backflow or water flow fluctuation. Further, a substantially conical inclined portion 5 that is inclined at a predetermined angle is formed on the upper portion of the spherical wall portion 6, and even if the water flow of the upper flow path 15 flows into the inclined portion 5, all the water flow of the inclined portion 5 is the spherical wall portion. Collected in 6. The inclined portion 5 is provided with two footrests 70 fixed to the fixing pieces 71 so as to face each other.
Step 0 is opened, and a step on which the inspection worker straddles is secured, and the inspection work can be performed safely and easily. Since the footrest 70 is openable and closable, it is easy to carry in large-sized materials and instruments when it is closed during inspection and maintenance. It can also be easily removed if necessary. In addition, the inclined portion 5 in the upper half of the lower flow path 8
By providing the footrest notch 40 which is formed by notching the spherical wall portion 6 with the width of the diameter of the lower channel 8, the space for placing the foot of the worker can be secured, and the posture can be easily changed. 8 Be able to easily inspect the inside.
【0017】[0017]
【発明の実施の形態】図1は、本発明の点検用足置き付
管取付壁1の実施の形態を示す側断面図、図2は同平面
図である。尚、従来例と同一構成部には同一符号を付し
ている。この管取付壁1は、前記ベース54上に設置さ
れる。このベース54上面には、管取付壁1の外周径に
対応した嵌合溝54aが形成され、設置される管取付壁
1の設置後の位置ずれが防止される。周壁部2は、所定
径で円周状に形成され、底部は互いに連続して形成され
る。所定厚さを有する周壁部2の上端部には、連続する
凹溝2aが形成され、前記直壁56の下端部に設けられ
た凸溝が防潤ゴムを介し嵌合、位置決めされる。1 is a side sectional view showing an embodiment of a pipe mounting wall with a footrest for inspection 1 of the present invention, and FIG. 2 is a plan view of the same. The same components as those in the conventional example are designated by the same reference numerals. The pipe mounting wall 1 is installed on the base 54. On the upper surface of the base 54, a fitting groove 54a corresponding to the outer diameter of the tube mounting wall 1 is formed, thereby preventing displacement of the installed tube mounting wall 1 after installation. The peripheral wall portion 2 is formed in a circular shape with a predetermined diameter, and the bottom portions are formed continuously with each other. A continuous concave groove 2a is formed at the upper end of the peripheral wall 2 having a predetermined thickness, and the convex groove provided at the lower end of the straight wall 56 is fitted and positioned via a moisture-proof rubber.
【0018】この周壁部2の内側面3は、上部から鉛直
な所定長さの垂直面4、この垂直面4に連続し図1の側
面からみて所定角度(45度)直線状に傾斜する略円錐
状(すり鉢状)の傾斜部5、中央底部に位置し傾斜部5
に連続する球壁部6で構成される。尚、内側面3は、垂
直面4を形成せず、傾斜部5上端部が周壁部2上端部に
位置する構成としてもよい。The inner side surface 3 of the peripheral wall portion 2 is a vertical surface 4 of a predetermined length which is vertical from the upper portion, and is continuous with the vertical surface 4 and is inclined linearly at a predetermined angle (45 degrees) when viewed from the side surface of FIG. Conical (mortar-shaped) slope 5, slope 5 located at the center bottom
It is composed of a spherical wall portion 6 continuous with. In addition, the inner side surface 3 does not need to form the vertical surface 4, and the upper end of the inclined portion 5 may be located at the upper end of the peripheral wall 2.
【0019】球壁部6は、図2の平面図でみて側断面が
所定径の半径を有し、全体が半球状に形成され、中心部
6aが一番低い位置に設けられる。この球壁部6の中心
部6aから一方向には、図1に示すように水平に下流路
8が形成されている。ここで、下流路8と後述する上流
路15とは、所定段差D(管底差;30mm)を有して
いる。この下流路8は、前記段差Dが一定であるため、
図2に示す如く平面でみると一部表出する部分が略扇形
に形成される。The spherical wall 6 has a radius of a predetermined diameter when viewed in the plan view of FIG. 2, the whole is formed in a hemispherical shape, and the central portion 6a is provided at the lowest position. A lower channel 8 is formed horizontally in one direction from the center 6a of the spherical wall 6 as shown in FIG. Here, the lower flow path 8 and an upper flow path 15 described later have a predetermined step D (pipe bottom difference: 30 mm). In this lower flow path 8, since the step D is constant,
As shown in FIG. 2, when viewed in a plane, a portion that is partially exposed is formed in a substantially sector shape.
【0020】この下流路8は、下流の直管60bに接続
される。周壁部2には、この直管60bを接続するため
に、該直管60bの外径に対応する所定径の下流接続部
10が開口形成されている。よって、図1に示すよう
に、前記内側面3を構成する球壁部6および傾斜部5の
一部は、下流路8が形成されている。This lower flow path 8 is connected to the downstream straight pipe 60b. In order to connect the straight pipe 60b, the peripheral wall portion 2 has a downstream connecting portion 10 having a predetermined diameter corresponding to the outer diameter of the straight pipe 60b. Therefore, as shown in FIG. 1, the lower flow path 8 is formed in a part of the spherical wall portion 6 and the inclined portion 5 that constitute the inner side surface 3.
【0021】以上説明した管取付壁1は、周壁部2、内
側面3、下流路8が予めコンクリートの型成形により一
体成形される。また、他の材質としては、プラスチック
等の硬質樹脂材や、不飽和ポリエステル樹脂材(レジ
ン)等を用いることもできる。また、全体をコンクリー
トで成形し、内側面3表面のみ樹脂材を塗布する構成と
してもよい。この場合、樹脂材は、後述する下流路8及
び上流路15表面にも塗布し、下水が触れる箇所全体に
塗布しておくことが望ましい。In the pipe mounting wall 1 described above, the peripheral wall portion 2, the inner side surface 3 and the lower flow path 8 are integrally formed beforehand by concrete molding. Further, as other materials, a hard resin material such as plastic, an unsaturated polyester resin material (resin), or the like can be used. Alternatively, the whole may be formed of concrete, and a resin material may be applied only to the inner surface 3 surface. In this case, it is desirable that the resin material is applied to the surfaces of the lower flow path 8 and the upper flow path 15, which will be described later, and is applied to the entire area where sewage comes into contact.
【0022】この周壁部2には、上流の直管60aが接
続される。例えば、図1,図2に示す如く、下流の直管
60bと対向する位置に上流の直管60aが接続され
る。この場合、管取付壁1をこの直管60aの内径に対
応した径を有する円状にコアーカッターにより水平方向
に削孔形成する。An upstream straight pipe 60a is connected to the peripheral wall portion 2. For example, as shown in FIGS. 1 and 2, an upstream straight pipe 60a is connected to a position facing the downstream straight pipe 60b. In this case, the pipe mounting wall 1 is drilled in a horizontal direction by a core cutter in a circular shape having a diameter corresponding to the inner diameter of the straight pipe 60a.
【0023】削孔時には、図1のように、削孔の底部が
(上流の直管60aの底部が)前記下流路8から所定段
差D以上の高さ位置となるよう削孔する。この削孔によ
り、図2に示す如く、端部15aが前記球壁部6の円弧
面の一部に位置し、一部が表出する上流路15が形成さ
れる。同時に周壁部2には、この直管60aを接続する
ために、該直管60aの外径に対応する所定径の上流接
続部11を削孔形成する。At the time of drilling, as shown in FIG. 1, drilling is performed so that the bottom of the drilling (the bottom of the straight pipe 60a on the upstream side) is at a position higher than the predetermined step D from the lower flow path 8. Due to this drilling, as shown in FIG. 2, the end portion 15a is located on a part of the circular arc surface of the spherical wall portion 6, and the upper channel 15 partially exposed is formed. At the same time, in order to connect the straight pipe 60a to the peripheral wall portion 2, an upstream connecting portion 11 having a predetermined diameter corresponding to the outer diameter of the straight pipe 60a is drilled.
【0024】これら、上流接続部11と上流の直管60
aの間と、下流接続部10と下流の直管60bとの間に
は、それぞれゴム輪20およびモルタル詰部材21が設
けられ、互いの接続状態を固定する。These upstream connecting portion 11 and upstream straight pipe 60
a, and a rubber ring 20 and a mortar packing member 21 are provided between the downstream connection portion 10 and the downstream straight pipe 60b, respectively, to fix the connection state therebetween.
【0025】上記構成による管取付壁1の作用を説明す
る。上流の直管60aから内部の内側面3に流入した下
水は、上流路15部分から球壁部6に流れ込む。このと
き、上流路15を流れる下水の一部は、傾斜部15上ま
で到達することもあるが、傾斜部15は、45度の傾斜
角度を有しているため、下水は直ちに球壁部6方向に流
れ込む。したがって、球壁部6では、上流路15の下水
を集中させることができ、傾斜部15に長時間、留まる
ことがないから、汚物の付着や付着後乾燥による固形化
を防ぐことができる。The operation of the pipe mounting wall 1 having the above structure will be described. The sewage flowing from the upstream straight pipe 60a into the inner inner surface 3 flows into the spherical wall portion 6 from the upper channel 15 portion. At this time, a part of the sewage flowing through the upper flow path 15 may reach the upper part of the inclined part 15, but since the inclined part 15 has an inclination angle of 45 degrees, the sewage immediately flows into the spherical wall part 6. Flow in the direction. Therefore, the sewage in the upper flow path 15 can be concentrated on the spherical wall portion 6 and does not stay in the inclined portion 15 for a long time, so that it is possible to prevent adhesion of dirt and solidification due to drying after the adhesion.
【0026】同時に、球壁部6と傾斜部15との接続箇
所Aは、球壁部6の半円部分が傾斜部15に接続された
構成であり、所定角度を有しているため、一旦、球壁部
6に流れ込んだ下水が傾斜部15に再びはねあがること
が防止できる。また、球壁部6が半球状であるため、球
壁部6内で下水が留まる箇所が生じない。続いて球壁部
6の下水は、この球壁部6より下流路8に流れ込む。こ
のとき、球壁部6が球状であるため最下部に位置する中
心部6aは点で下流路8に接しており、曲壁部6内部の
下水を全て下流路8に流し出すことができる。この下流
路8の下水は、下流の直管60bに導かれ流出する。
尚、上流の直管60aと下流の直管60bとは、前記所
定段差Dを有している。At the same time, the connection point A between the spherical wall portion 6 and the inclined portion 15 has a configuration in which the semicircular portion of the spherical wall portion 6 is connected to the inclined portion 15 and has a predetermined angle. In addition, it is possible to prevent the sewage flowing into the spherical wall portion 6 from splashing on the inclined portion 15 again. Further, since the spherical wall 6 is hemispherical, there is no place in the spherical wall 6 where sewage remains. Subsequently, the sewage of the spherical wall 6 flows into the lower channel 8 from the spherical wall 6. At this time, since the spherical wall portion 6 is spherical, the central portion 6a located at the bottom is in contact with the lower flow passage 8 at a point, and all the sewage inside the curved wall portion 6 can be discharged to the lower flow passage 8. The sewage of the lower passage 8 is guided to the downstream straight pipe 60b and flows out.
The upstream straight pipe 60a and the downstream straight pipe 60b have the predetermined step D.
【0027】このように、管取付壁1内部には、インバ
ートを構成する傾斜部5及び球壁部6を有する内側面3
が形成されているから、この管取付壁1内部に流入した
下水は、この傾斜部5で球壁部6に導かれ、球壁部6に
集中できることにより、水流の乱れを生じない状態で外
部に流出させることができる。As described above, inside the pipe mounting wall 1, the inner side surface 3 having the inclined portion 5 and the spherical wall portion 6 constituting the invert are provided.
Since the sewage that has flowed into the inside of the pipe mounting wall 1 is guided to the spherical wall portion 6 by the inclined portion 5 and can be concentrated on the spherical wall portion 6, the sewage can be discharged outside without disturbing the water flow. Can be drained to.
【0028】したがって、上記構成のインバート一体型
の管取付壁1では、上流路15を任意の角度位置に設け
ることができる。例えば、下流の直管60bに対し上流
の直管60aが90度直角な方向に設けられる現場の場
合には、まず、下流路8をこの下流の直管60bの方向
に位置決めして設置した後、図1及び図2に1点鎖線で
示す如く、上流の直管60aが設けられる方向の周壁部
2を削孔して上流路15を形成すればよい。このように
上流路15と下流路8とが90度直交する方向に設けら
れた場合においても下水は、この上流路15から特定の
箇所に留まることなく直ちに球壁部6に集められ、下流
路8に導くことができる。Accordingly, in the tube mounting wall 1 of the above-described integral type, the upper flow path 15 can be provided at an arbitrary angle position. For example, in the case where the upstream straight pipe 60a is provided in a direction perpendicular to the downstream straight pipe 60b by 90 degrees, first, the lower flow path 8 is positioned and installed in the direction of the downstream straight pipe 60b. 1 and 2, the upper channel 15 may be formed by drilling the peripheral wall 2 in the direction in which the upstream straight pipe 60a is provided. Thus, even when the upper flow path 15 and the lower flow path 8 are provided in a direction orthogonal to each other by 90 degrees, the sewage is immediately collected from the upper flow path 15 to the spherical wall portion 6 without staying at a specific location, You can lead to 8.
【0029】このように現場では、予め設けられる下流
路8を下流の直管60bの位置に合わせた後に、他の直
管(上流側の直管60a)が設けられた位置の周壁部2
を削孔するのみの作業で形成でき、従来の如く現場でモ
ルタルによりインバートを形成するのに対し、流入角度
を任意に設定できる。As described above, at the site, after the lower flow path 8 provided in advance is aligned with the position of the downstream straight pipe 60b, the peripheral wall portion 2 at the position where another straight pipe (the upstream straight pipe 60a) is provided.
Can be formed only by drilling holes, and the invert angle can be set arbitrarily as compared with the conventional method of forming an invert with mortar on site.
【0030】また、上流の直管60aは、図示された1
つの箇所以上、すなわち、2か所以上設けられる場合が
ある。例えば、図2に示す実線位置の上流路15と、1
点鎖線位置の上流路15の計2か所を削孔形成した場合
でも、これら2か所の上流の直管60aから流入する下
水を下流路8を介し下流の直管60bに流出させること
ができる。これにより、この管取付壁1によれば、各現
場により異なる流入角度に全て対応することができる。
さらに、前記流入段差Dが30mm以上ある場合には、
上流路15が傾斜部5のみならず、垂直面4部分に位置
する場合もあり、この場合、垂直面4も切削形成される
ことになる。Further, the straight pipe 60a on the upstream side is indicated by 1 in FIG.
It may be provided in one place or more, that is, two places or more. For example, the upper flow path 15 shown in FIG.
Even when a total of two locations in the upper flow path 15 at the position indicated by the dashed-dotted line are drilled, the sewage flowing from the upstream straight pipe 60a at these two locations can flow out to the downstream straight pipe 60b through the lower flow path 8. it can. Thereby, according to this pipe mounting wall 1, it is possible to cope with all the inflow angles that differ depending on each site.
Furthermore, when the inflow step D is 30 mm or more,
The upper flow path 15 may be located not only on the inclined portion 5 but also on the vertical surface 4 portion. In this case, the vertical surface 4 is also formed by cutting.
【0031】次に、図3は、上流の直管60aと下流の
直管60bとの落差が大きい現場に設置される管取付壁
1を示す側断面図である。通常、上流の直管60aと下
流の直管60bとの流入段差が600mmを越える場合
には、工業規格により上流の直管60aには副管が分岐
接続され、この副管が新たに管取付壁1の下部位置に接
続されるようになっている。しかしながら、上記構成の
インバート一体型の管取付壁1によれば、この副管を設
ける必要がなく、資材及び工事費を削減でき低コスト化
できる。Next, FIG. 3 is a sectional side view showing the pipe mounting wall 1 installed at a site where a drop between the upstream straight pipe 60a and the downstream straight pipe 60b is large. Normally, when the inflow level difference between the upstream straight pipe 60a and the downstream straight pipe 60b exceeds 600 mm, a secondary pipe is branched and connected to the upstream straight pipe 60a according to the industrial standard, and this secondary pipe is newly attached. It is adapted to be connected to a lower position of the wall 1. However, according to the pipe mounting wall 1 of the invert integrated type having the above configuration, it is not necessary to provide the auxiliary pipe, and the material and construction costs can be reduced and the cost can be reduced.
【0032】すなわち、図3に示すように、上流の直管
60aは、流入段差が600mmの場合、管取付壁1及
び1段上の直壁56との接合位置部分に位置し、よっ
て、管取付壁1には、前記上流路15が形成されない。
このように、上流の直管60aと下流の直管60bとの
流入段差が大きい場合(例えば前記600mmを越える
場合を含む)においても、上流の直管60aから流入し
た下水(図中矢印で示す)は、45度の傾斜角度を有す
る傾斜部5により流れ落ちる際の抵抗が小さくでき、こ
の内側面3の損傷、特に傾斜部5表面を損傷することな
く防止でき、また、インバートおよび流出を円滑に行え
るため、副管を設ける必要がない。That is, as shown in FIG. 3, when the inflow step is 600 mm, the upstream straight pipe 60a is located at the joint position between the pipe mounting wall 1 and the upper straight wall 56, so that the pipe is The upper flow path 15 is not formed in the mounting wall 1.
Thus, even when the inflow step between the upstream straight pipe 60a and the downstream straight pipe 60b is large (including, for example, the case where the straight pipe exceeds 600 mm), the sewage flowing from the upstream straight pipe 60a (shown by an arrow in the figure). ) Can reduce the resistance at the time of flowing down by the inclined portion 5 having an inclination angle of 45 degrees, can prevent damage to the inner surface 3, particularly without damaging the surface of the inclined portion 5, and also facilitate inversion and outflow. Since it can be performed, it is not necessary to provide a sub pipe.
【0033】上記各実施の形態によれば、予め型成形に
よりこの管取付壁1を形成しておくことができるため、
見込み生産ができ、型枠も直管60a,60bの内径、
外径に合わせた複数種類を用意するのみでよい。さら
に、現場においては、周壁部2を削孔により、上流接続
部11および上流路15を形成するのみの作業でよいた
め、作業を容易化できかつ、削孔後においては、短時間
で使用することができるようになる。According to each of the above embodiments, the pipe mounting wall 1 can be formed in advance by molding.
Make-to-stock production is possible, the formwork is also the inner diameter of the straight pipes 60a, 60b,
It is only necessary to prepare multiple types according to the outer diameter. Further, at the site, since the work of forming the upstream connecting portion 11 and the upper flow path 15 by drilling the peripheral wall portion 2 is sufficient, the work can be facilitated and the drilling is performed in a short time after drilling. Will be able to.
【0034】上記実施の形態における上流及び下流の直
管60a,60bは、内径が250mmであるとき、球
壁部6の直径が300mm(半径150mm)とするこ
とが好ましいが、球壁部6は該300mmのとき、直管
60a、60bは、汎用のもので、内径が150,20
0,250mmのものを用いることができ、いずれの場
合であっても上記同様の作用を得ることができた。ま
た、直管60a,60bの内径が300,350mmの
ときは、球壁部6は直径400mmのものを用いること
が望ましい。すなわち、水流のインバート作用は、上流
及び下流の直管60a,60bの内径より少なくとも球
壁部6の直径が大きくとることにより得られている。The upstream and downstream straight pipes 60a and 60b in the above embodiment preferably have a spherical wall portion 6 having a diameter of 300 mm (radius 150 mm) when the inner diameter is 250 mm. When the diameter is 300 mm, the straight pipes 60a and 60b are general-purpose pipes having inner diameters of 150 and 20.
The one having a thickness of 0,250 mm can be used, and in any case, the same effect as above can be obtained. When the inner diameters of the straight pipes 60a and 60b are 300 and 350 mm, it is preferable that the spherical wall 6 has a diameter of 400 mm. That is, the inversion action of the water flow is obtained by making the diameter of the spherical wall portion 6 at least larger than the inner diameters of the upstream and downstream straight pipes 60a and 60b.
【0035】また、下水道マンホールは上記例の平面が
円形状のものの他に、四角状や、楕円状(長方円形状)
のものがある。図4は、四角状のマンホール底部に設け
られる管取付壁25を示すものである。図示の如く、基
本的に前述した管取付壁1の構成、即ち、傾斜部5及び
球壁部6を設けた構成とし、新たに四角状の周壁部2
6、凹溝26aを形成し、かつ、傾斜部5の上端と周壁
部2との間をうめる連続部27を設けた構成とすること
により、四角状のマンホールにおいても前記実施の形態
同様の作用効果を得ることができる。Further, the sewer manhole is not limited to the one having a circular plane as in the above example, but also a square or an ellipse (oblong circle).
There are things. FIG. 4 shows a tube mounting wall 25 provided at the bottom of a square manhole. As shown in the drawing, basically, the above-mentioned configuration of the pipe mounting wall 1, that is, the configuration in which the inclined portion 5 and the spherical wall portion 6 are provided, is added, and the square peripheral wall portion 2 is newly added.
6. By forming the concave groove 26a and providing the continuous portion 27 filling the space between the upper end of the inclined portion 5 and the peripheral wall portion 2, the same operation as in the above-described embodiment can be performed even in a square manhole. The effect can be obtained.
【0036】同様に、図5に示す楕円形状のマンホール
底部にも前記管取付壁1の構成を用い、新たに楕円状の
周壁部36、凹溝36aと、連続部37を設けた管取付
壁35により、前記実施の形態と同様の作用効果をこの
楕円状のマンホールにおいても得ることができる。尚、
いずれの管取付壁25,35においても上流路15及び
下流路8を全方向に渡り設けることができる。Similarly, the structure of the pipe mounting wall 1 is also used for the bottom portion of the elliptical manhole shown in FIG. 5, and a new pipe mounting wall is provided with an elliptical peripheral wall portion 36, a concave groove 36a, and a continuous portion 37. According to 35, the same operation and effect as in the above embodiment can be obtained also in this elliptical manhole. still,
The upper flow path 15 and the lower flow path 8 can be provided in all pipe mounting walls 25 and 35 in all directions.
【0037】次に、上述の各管取付壁1,25,35の
各傾斜部5には、内部の保守点検用に、開閉自在な足置
き70が設けられる。図6は、前記管取付壁1を示し図
1と90度異なる角度の断面図である。図7は管取付壁
1の平面図、図8は足置き70を示す斜視図である。こ
のように、傾斜部5は円錐状をなし側断面でみて下方に
傾斜するため、このままでは傾斜部5内に足をおくこと
ができない。Next, a footrest 70 that can be freely opened and closed is provided on each inclined portion 5 of each of the pipe mounting walls 1, 25, and 35 described above for maintenance and inspection of the inside. FIG. 6 is a sectional view showing the pipe mounting wall 1 at an angle different from that of FIG. 1 by 90 degrees. FIG. 7 is a plan view of the tube mounting wall 1, and FIG. 8 is a perspective view showing the footrest 70. In this way, since the inclined portion 5 has a conical shape and is inclined downward when viewed from the side cross section, the foot cannot be placed inside the inclined portion 5 as it is.
【0038】この足置き70は、管取付壁1の成形時に
傾斜部5の内部に予めボルト用取付孔が設けられた固定
片71をインサートしておき、この固定片71に固定部
材としてのボルト72を用いて固定できる。固定片71
は、円周上に等分割して設けられ、図7に示すように、
45度づつ8箇所にそれぞれ固定片71が傾斜部5の面
に垂直に設けられている。この固定片71は、セラミッ
クコーティングされて耐腐食性を有する。In this footrest 70, a fixing piece 71 having a bolt mounting hole is previously inserted inside the inclined portion 5 when the pipe mounting wall 1 is molded, and the fixing piece 71 is fixed with a bolt as a fixing member. It can be fixed using 72. Fixed piece 71
Are equally divided on the circumference, and as shown in FIG.
The fixing pieces 71 are respectively provided at eight positions at 45 degrees perpendicular to the surface of the inclined portion 5. The fixing piece 71 is ceramic-coated and has corrosion resistance.
【0039】足置き70は、基台75とステップ77で
構成され、これら基台75,ステップ77は、それぞれ
樹脂材により型成形されてなる。基台75は、傾斜部5
の表面上の外径に対応した所定曲率を有する接合面部7
5aと、両側部から立設された軸保持部75bで構成さ
れている。接合面部75aには、前記2つの固定片71
の間隔に対応する固定穴76が開口形成されており、所
望2か所の固定片71に固定部材としてのボルト72を
用いて傾斜部5に沿って接合固定される。尚、このボル
ト72は、表面がセラミックあるいは樹脂系コーティン
グされた耐腐食性を有する。The footrest 70 is composed of a base 75 and a step 77, and the base 75 and the step 77 are molded with a resin material. The pedestal 75 has the inclined portion 5
Surface 7 having a predetermined curvature corresponding to the outer diameter of the surface of the
5a and a shaft holding portion 75b erected from both sides. The two fixing pieces 71 are provided on the joint surface portion 75a.
The fixing holes 76 corresponding to the intervals are formed, and they are joined and fixed to the fixing pieces 71 at desired two positions along the inclined portion 5 by using bolts 72 as fixing members. The bolt 72 has a corrosion-resistant surface whose surface is coated with ceramic or resin.
【0040】軸保持部75bには、それぞれ回動軸78
が設けられ、ステップ77を回動自在に保持する。ステ
ップ77は、所定幅及び長さを有するが、片足が載る程
度の広さを確保できればよい。このステップ77上に
は、滑り止め用の凹凸模様77aが形成される。この凹
凸模様77aに代わり、ステップ77の表裏を貫通する
複数の穴を形成してもよい。また、ステップ77の裏面
において、回動軸78の軸心近傍位置には、この裏面に
対し所定角度を有して回動操作片79が設けられる。回
動操作片79は、図6,7に示すようにステップ77を
解放した状態で係止面79aが接合面部75aに接して
ステップ77を水平状態とする角度で傾斜立設される。Each of the shaft holding portions 75b has a rotating shaft 78.
Is provided and rotatably holds step 77. The step 77 has a predetermined width and a predetermined length, but it is sufficient that the step 77 can secure a width enough to place one foot. On this step 77, an uneven pattern 77a for preventing slippage is formed. Instead of the uneven pattern 77a, a plurality of holes penetrating the front and back of the step 77 may be formed. Further, on the back surface of step 77, a turning operation piece 79 is provided at a position near the axis of the turning shaft 78 at a predetermined angle with respect to the back surface. As shown in FIGS. 6 and 7, the rotation operation piece 79 is inclined and erected at an angle such that the locking surface 79a is in contact with the joining surface portion 75a and the step 77 is in a horizontal state in a state where the step 77 is released.
【0041】この足置き70は、下流路8と上流路15
の配設位置に応じてその設置位置が決定される。例え
ば、図7に示すように、上流路15と下流路8とが直線
上に配置される場合には、これと直交する方向にそれぞ
れ足置き70を設ける。このとき、不使用の固定片71
部分には、樹脂性のボルトキャップがねじ込み固定さ
れ、表出する固定片71の腐食を防止している。また、
上流路15が図中1点鎖線で示すように下流路8に対し
90度の方向に配設される場合、一方の足置き70はこ
の上流路15の位置を避けて他方と直交する状態で取り
付けることができ、2つの足置き70は、互いを並列し
ない状態で設置することもできる。This footrest 70 has a lower flow path 8 and an upper flow path 15.
The installation position is determined according to the arrangement position of the. For example, as shown in FIG. 7, when the upper flow path 15 and the lower flow path 8 are arranged on a straight line, the footrests 70 are respectively provided in the direction orthogonal to this. At this time, the unused fixing piece 71
A resin bolt cap is screwed into and fixed to the portion to prevent corrosion of the exposed fixing piece 71. Also,
When the upper flow path 15 is disposed at a direction of 90 degrees with respect to the lower flow path 8 as shown by a one-dot chain line in the figure, one footrest 70 avoids the position of the upper flow path 15 and is orthogonal to the other. It can be mounted and the two footrests 70 can also be installed without juxtaposition with each other.
【0042】このように、足置き70は上流路15と下
流路8の配置関係に応じて所定の角度位置に設けること
ができ、また、上流路15の増設時には、この足置き7
0の位置を変更することができる。尚、上流路15及び
下流路8上で前記固定片71を設けるに十分な厚みを有
する場合には、この下流路8と上流路15上に足置き7
0を設けることもできる。しかしながら、上流路15
が、図3に示すように所定の落差を有している場合や、
傾斜部5と垂直面4にかかる位置に設けられる場合等に
は、足置き70は、この上流路15の位置を避けた位置
に設ける必要がある。As described above, the footrest 70 can be provided at a predetermined angular position in accordance with the positional relationship between the upper flow path 15 and the lower flow path 8.
The position of 0 can be changed. When the fixing piece 71 has a sufficient thickness on the upper flow path 15 and the lower flow path 8, the foot rest 7 is placed on the lower flow path 8 and the upper flow path 15.
0 can also be provided. However, the upper channel 15
However, if there is a predetermined head as shown in FIG.
When the footrest 70 is provided at a position that extends between the inclined portion 5 and the vertical surface 4, the footrest 70 needs to be provided at a position avoiding the position of the upper flow path 15.
【0043】このようにして設けられた足置き70は、
通常、図9に示すようにステップ77が回動軸78を中
心に傾斜部5の面に沿って閉じられている。この状態
で、ステップ77表面に汚水、汚物が蓄積しない状態に
でき、また、上部からの埃等もこのステップ表面77に
は付着しない。同状態でステップ77は基台75との間
で所定の隙間80が空いているから、汚水の跳ね返り等
があってもこの隙間80部分により下方に流すことがで
きる。The footrest 70 thus provided is
Normally, as shown in FIG. 9, the step 77 is closed along the surface of the inclined portion 5 about the rotation shaft 78. In this state, sewage and dirt can be prevented from accumulating on the surface of the step 77, and dust or the like from the upper part does not adhere to the step surface 77. In this state, since the predetermined gap 80 is vacant between the base 77 and the step 77 in the same state, even if there is a rebound of sewage or the like, the water can flow downward through the gap 80.
【0044】また、点検時には、上部からタラップ65
で降りてきた点検者が回動操作片79を足で蹴ることに
より、ステップ77を回動させ開くことができ、これを
容易化できる。作業員は、この足置き70に両足を置い
た状態で前記直管60a,60b内部方向を覗き点検す
ることができる。点検後には同様に足でステップ77を
蹴り上げるだけで上記閉じた状態にできるため、一切手
操作を必要としない。また、大型の点検器材を搬入する
場合にもボルト72を外すだけで足置き70を取り外
せ、点検作業を容易化できる。At the time of inspection, the trap 65
An inspector who comes down by kicking the turning operation piece 79 with his / her foot can turn and open step 77, which can be facilitated. The operator can peep and inspect the inside of the straight pipes 60a and 60b with both feet placed on the footrest 70. After the inspection, the closed state can be achieved by simply kicking up the step 77 with the foot, so that no manual operation is required. Further, even when a large inspection device is carried in, the footrest 70 can be removed by simply removing the bolt 72, and the inspection work can be facilitated.
【0045】次に、図10に示すのは、本発明の他の実
施の形態を示す側断面図、図11は同平面図である。同
図において前記各実施形態と同一構成部には、同一符号
を附してある。前記構成による管取付壁1の内側面3
は、すり鉢状の傾斜部5と球壁部6で構成されている
上、球壁部6は、例えば直径が300mmであるため、
作業者は下流路8、上流路15の内部奥方の点検を容易
に行うことができない。これを行おうとして球壁部6に
足を置いても姿勢が変更できないため直接目で下流路
8、上流路15の内部奥方を目視することができない
上、下流路8、上流路15の内部奥方に手を挿入するこ
とにも無理が生じる。Next, FIG. 10 is a side sectional view showing another embodiment of the present invention, and FIG. 11 is a plan view of the same. In the figure, the same components as those in each of the above-described embodiments are designated by the same reference numerals. Inner surface 3 of the pipe mounting wall 1 having the above-mentioned configuration
Is composed of a mortar-shaped inclined portion 5 and a spherical wall portion 6, and the spherical wall portion 6 has a diameter of, for example, 300 mm.
The operator cannot easily inspect the inside of the lower channel 8 and the upper channel 15. In order to do this, the posture cannot be changed even if the foot is placed on the spherical wall portion 6, and therefore the inner depths of the lower flow path 8 and the upper flow path 15 cannot be visually inspected directly. It is also impossible to insert a hand in the back.
【0046】そこで、この実施の形態では、これらの図
に示すように、管取付壁1に点検用及び実際の施工及び
修繕作業用に足置き用切欠部40を設ける構成とする。
この管取付壁1は、前述の如く、周壁部2、内側面3、
下流路8が予め型成形により一体成形されるが、うち、
下流路8の位置上にある内側面3、即ち、傾斜部5及び
球壁部6を一部切り欠いた状態として、この足置き用切
欠部40を型成形で設けておく。Therefore, in this embodiment, as shown in these figures, a notch portion 40 for footrest is provided on the pipe mounting wall 1 for inspection and actual construction and repair work.
As described above, the pipe mounting wall 1 includes the peripheral wall portion 2, the inner side surface 3,
The lower flow path 8 is integrally formed by molding in advance.
With the inner side surface 3 above the position of the lower flow path 8, that is, the inclined portion 5 and the spherical wall portion 6 partially cut out, the footrest notch 40 is provided by molding.
【0047】この足置き用切欠部40は、図示のように
下流路8の下半部を残した状態で上半部から上方位置
に、この下流路8の直径と同じ幅な垂直面40aが形成
される。尚、足置き用切欠部40のうち、内側面3の下
方は、やや傾斜した傾斜面40bとしておき、下流接続
部10で所定厚さとしておく。The foot notch 40 has a vertical surface 40a having the same width as the diameter of the lower channel 8 at an upper position from the upper half while leaving the lower half of the lower channel 8 as shown in the drawing. It is formed. In the notch portion 40 for footrest, the lower part of the inner side surface 3 is set as a slightly inclined surface 40b, and the downstream connection portion 10 has a predetermined thickness.
【0048】尚、この足置き用切欠部40は、下流路8
上に形成されたものであり、この下流路8に対し所定角
度で切削形成される上流路15がどの角度位置であって
も、インバートを構成する傾斜部5及び球壁部6によっ
て管取付壁1内部に流入した下水は、この傾斜部5で球
壁部6に導かれ、球壁部6に集中できることにより、水
流の乱れを生じない状態で下流路8方向に導くことがで
きるようになっている。The foot notch 40 is provided in the lower channel 8.
Even if the upper flow path 15 formed above is cut and formed at a predetermined angle with respect to the lower flow path 8, the inclined portion 5 and the spherical wall portion 6 forming the invert form the pipe mounting wall. The sewage that has flowed into the inside of 1 is guided to the spherical wall portion 6 by this inclined portion 5 and can be concentrated on the spherical wall portion 6, so that it can be guided to the lower flow path 8 direction without the disturbance of the water flow. ing.
【0049】そして、この足置き用切欠部40を設ける
ことにより、管取付壁1内部における下流路8,上流路
15の内部奥方の点検をより容易化することができるよ
うになる。例えば、施工時においては、下流接続部10
における下流の直管60bの接続状態を管取付壁1内部
から正しく点検することができるようになる。作業者
は、この足置き用切欠部40の部分に安定した足の踏み
場を確保することができ、また、管取付壁1内部での作
業姿勢を容易に変えることができるようになる。The provision of the footrest cutouts 40 makes it easier to inspect the inside of the lower flow path 8 and the upper flow path 15 inside the pipe mounting wall 1. For example, at the time of construction, the downstream connecting portion 10
The state of connection of the downstream straight pipe 60b can be correctly checked from inside the pipe mounting wall 1. The operator can secure a stable stepping foot at the cutout portion 40 for footrest, and can easily change the working posture inside the pipe mounting wall 1.
【0050】この足置き用切欠部40は下半部が半円状
であるものの、この下流路8の上方が切り欠かれている
ため、直管60bの接合面を近くで目視することがで
き、また手で容易に触れることができるようになるた
め、管取付壁1外部にいて直管60bを管取付壁1方向
に移動させる作業者に対し、適切な指示を与えることが
できるようになる。施工時の重要な点検事項としては、
直管60bの内周面の下端位置60bbの高さと、下流
路8の下端位置8bの高さを段差なく正確に一致させる
こと(逆流防止の上で精密な高さ調整後の固定が必
要)、及び、下流接続部10に対し直管60bの接合面
を面接合させること(漏水防止)であるが、管取付壁1
内部の作業者は、姿勢を変えるだけでいずれの状態もよ
り近くで確認することができるため、施工作業を正確か
つ迅速に行えるようになる。Although the notch 40 for footrest has a semicircular lower half, the upper part of the lower flow path 8 is notched, so that the joint surface of the straight pipe 60b can be seen closely. Further, since it can be easily touched by hand, it becomes possible to give an appropriate instruction to the operator who is outside the pipe mounting wall 1 and moves the straight pipe 60b toward the pipe mounting wall 1. . As an important inspection item during construction,
Accurately match the height of the lower end position 60bb of the inner peripheral surface of the straight pipe 60b with the height of the lower end position 8b of the lower flow path 8 (it is necessary to fix after precise height adjustment to prevent backflow). And joining the joint surface of the straight pipe 60b to the downstream connection part 10 (to prevent water leakage).
Since the internal worker can confirm any of the states closer by simply changing the posture, the construction work can be performed accurately and quickly.
【0051】この施工時においては、足置き用切欠部4
0を設けることによって作業者の足の踏み場のスペース
を大きく確保でき姿勢を変更しやすくなるため、上流路
15の内部方向に対しても目視及び手挿入を容易に行う
ことができるようになり、上流の直管60aの高さ位置
と接合状態の点検を容易に行える。At the time of this construction, the foot notch 4
By providing 0, it is possible to secure a large space for the footsteps of the worker and to change the posture easily. Therefore, visual inspection and manual insertion can be easily performed even in the inner direction of the upper flow path 15. Inspection of the height position and the joining state of the upstream straight pipe 60a can be easily performed.
【0052】また、施工後における修繕作業としては漏
水修繕等があり、この漏水状態を点検する上で作業者が
管取付壁1内部から下流路8(上流路15)の内部方向
を直接目視、手挿入して行う。この修繕時においても、
正確かつ迅速に修繕作業を遂行できるようになる。Further, repair work after construction includes water leak repair and the like, and in checking the water leak state, an operator directly visually checks the inside direction of the lower flow path 8 (upper flow path 15) from the inside of the pipe mounting wall 1. Insert by hand. During this repair,
You will be able to perform repair work accurately and quickly.
【0053】上述した足置き用切欠部40が設けられた
構成に加え、さらに前記実施の形態で説明した足置き7
0を設ける構成としてもよい。この場合、足置き70
は、管取付壁1内部状態を通常点検する上で用いられ、
下流路8(上流路15)の内部奥方を点検して施工や修
繕作業を行うときには、足置き用切欠部40によってこ
れを容易に行えるようになる。そして、下流路8(上流
路15)の内部奥方を点検するときには、足置き70を
閉じておけばよく、この足置き70が施工や修繕作業の
邪魔になることはない。In addition to the above-described configuration in which the footrest notch 40 is provided, the footrest 7 described in the above embodiment is further provided.
The configuration may be such that 0 is provided. In this case, the footrest 70
Is used to normally check the internal condition of the pipe mounting wall 1,
When performing the construction or repair work by checking the inside of the lower flow path 8 (upper flow path 15), the footrest notch 40 facilitates this. When inspecting the inside of the lower flow path 8 (upper flow path 15), the footrest 70 may be closed, and the footrest 70 does not hinder construction or repair work.
【0054】[0054]
【発明の効果】本発明によれば、管取付壁の内側面は、
所定の傾斜角度を有する略円錐状の傾斜部と、傾斜部中
央に半球状の球壁部により形成された構成であり、内部
に流入した水流を球壁部に集めることができ、また、一
旦球壁部に集められた水流が傾斜部にはねあがることも
防止できる。同時に、傾斜部が45度の角度を有してお
り、上流の直管から流れ込む水流に対する抵抗を最小に
でき、水流の乱れも防止でき、さらに、傾斜部表面の水
流は速やかに球壁部に集められ流出を円滑に行える。し
たがって、上流路および下流路を任意の角度方向に設定
することができ、現場毎に異なる配管の取付角度および
個数に対応することができ、施工を容易化できるととも
に、工期を短縮できる。また、上記45度の傾斜部を有
する構成によれば、流入落差が600mmを越え、通常
では副管を設ける必要がある箇所においても、本発明に
よれば、この副管を設けずとも流入する水流に対する抵
抗を最小にでき、インバートを損傷することがないとと
もに、資材及び工事費を削減できる。上記管取付壁に
は、内部に人が入って行う点検を容易化するために、足
置きの設置が必要であるが、この足置きは、傾斜部に開
閉自在に設けることにより、点検時だけ開いて点検者の
踏み台とすることができ、通常時は、閉じられているか
ら表面に汚物等が付着することを極力防止することがで
きる。また、傾斜部に予め複数の固定片を所定間隔で埋
設しておくことにより、足置きを任意の位置に設けるこ
とができる。この位置は、上流路と下流路の配置に応じ
て任意の固定片の位置に設けることができることによ
り、前記角度の任意性を損なうことがない。また、この
足置きの裏面に設けられた回動操作片により開閉時に操
作者は足で蹴り上げるだけで足置きの開閉を行え、点検
作業を容易化できる。According to the present invention, the inner surface of the pipe mounting wall is
A substantially conical inclined portion having a predetermined inclination angle, and a configuration formed by a hemispherical spherical wall portion at the center of the inclined portion, the water flow flowing into the inside can be collected on the spherical wall portion, and once. It is also possible to prevent the water flow collected on the spherical wall from splashing on the slope. At the same time, the inclined part has an angle of 45 degrees, which minimizes the resistance to the water flow flowing from the upstream straight pipe and prevents the turbulence of the water flow. Furthermore, the water flow on the surface of the inclined part quickly reaches the spherical wall part. It can be collected and discharged smoothly. Therefore, the upper flow path and the lower flow path can be set in any angle direction, and the installation angle and the number of pipes differing from site to site can be accommodated, and the construction can be simplified and the construction period can be shortened. Further, according to the configuration having the 45-degree inclined portion, the inflow head exceeds 600 mm, and even at a place where a sub-pipe usually needs to be provided, according to the present invention, the inflow is performed without providing the sub-pipe. The resistance to water flow can be minimized, the invert is not damaged, and materials and construction costs can be reduced. The pipe mounting wall must have a footrest installed to facilitate the inspection by people inside, but this footrest can be opened and closed freely on the inclined part so that it can be opened and closed only during inspection. It can be opened and used as a stepping stone for the inspector. Normally, since it is closed, dirt and the like can be prevented from adhering to the surface as much as possible. In addition, by embedding a plurality of fixing pieces in the inclined portion at predetermined intervals in advance, a footrest can be provided at an arbitrary position. This position can be provided at the position of any fixed piece according to the arrangement of the upper flow path and the lower flow path, so that the arbitrariness of the angle is not impaired. In addition, the operator can open and close the footrest only by kicking up with the foot when opening and closing with the rotating operation piece provided on the back surface of the footrest, thereby facilitating the inspection work.
【0055】また、上記傾斜部及び球壁部を有する管取
付壁に、下流路の上半部を切り欠いた形の足置き用切欠
部を設けた構成とすれば、作業者が足を置くスペースを
確保でき、施工及び修繕作業を行うための姿勢変えを容
易に行えるようになる。これによって、下流路や上流路
奥方の目視点検等を容易に行えるようになり、直管との
接続状態を正確に点検でき施工や修繕作業を正確かつ迅
速に行えるようになる。Further, if the foot mounting notch in which the upper half portion of the lower flow path is cut out is provided on the pipe mounting wall having the inclined portion and the spherical wall portion, the operator puts his / her foot on it. Space can be secured, and the posture can be easily changed for construction and repair work. This makes it possible to easily perform a visual inspection of the inside of the lower flow path and the upper flow path, to accurately check the connection state with the straight pipe, and to perform the construction and repair work accurately and quickly.
【図1】本発明の管取付壁を示す側断面図。FIG. 1 is a side sectional view showing a pipe mounting wall of the present invention.
【図2】同管取付壁の平面図。FIG. 2 is a plan view of the pipe mounting wall.
【図3】管取付壁の他の構成例を示す側断面図。FIG. 3 is a side sectional view showing another configuration example of the pipe mounting wall.
【図4】管取付壁の他の構成例を示す平面図。FIG. 4 is a plan view showing another configuration example of the pipe mounting wall.
【図5】管取付壁の他の構成例を示す平面図。FIG. 5 is a plan view showing another configuration example of the pipe mounting wall.
【図6】点検用足置きの設置状態を示す側断面図(図1
と直交する方向の図)。FIG. 6 is a side sectional view showing the installation state of the inspection footrest (FIG. 1
Figure in the direction orthogonal to.
【図7】同点検用足置きを示す平面図。FIG. 7 is a plan view showing the inspection footrest.
【図8】同点検用足置きの開いた状態を示す斜視図。FIG. 8 is a perspective view showing an opened state of the inspection footrest.
【図9】同点検用足置きの閉じた状態を示す斜視図。FIG. 9 is a perspective view showing a closed state of the inspection footrest.
【図10】足置き用切欠部が設けられた管取付壁を示す
側断面図。FIG. 10 is a side sectional view showing a pipe mounting wall provided with a notch for footrest.
【図11】同足置き用切欠部が設けられた管取付壁を示
す平面図。FIG. 11 is a plan view showing a pipe mounting wall provided with the notch for placing the foot.
【図12】マンホールの配置状態を示す平面図。FIG. 12 is a plan view showing the arrangement of manholes.
【図13】同マンホールを示す側断面図。FIG. 13 is a side sectional view showing the manhole.
【図14】マンホール底部の管取付壁を示す平断面図。FIG. 14 is a plan sectional view showing a pipe mounting wall at the bottom of a manhole.
1…管取付壁、2…周壁部、3…内側面、4…垂直面、
5…傾斜部、6…球壁部、8…下流路、10…下流接続
部、11…上流接続部、15…上流路、40…足置き用
切欠部、60a…上流の直管、60b…下流の直管、7
0…足置き、71…固定片、77…ステップ、79…回
動操作片。1 ... Pipe mounting wall, 2 ... Peripheral wall portion, 3 ... Inner side surface, 4 ... Vertical surface,
5 ... Inclined part, 6 ... Spherical wall part, 8 ... Lower flow path, 10 ... Downstream connection part, 11 ... Upstream connection part, 15 ... Upper flow path, 40 ... Foot rest notch part, 60a ... Upstream straight pipe, 60b ... Downstream straight pipe, 7
0 ... Foot rest, 71 ... Fixed piece, 77 ... Step, 79 ... Rotation operation piece.
Claims (4)
マンホールの底部を形成する管取付壁(1)において、 所定径を有する周壁部(2)側部に互いが所定の段差
(D)を有して接続される上流の配管(60a)および
下流の配管(60b)と、 前記周壁部内部に形成され側断面が所定角度傾斜する略
円錐状をなし、水流を中央部に集めるための傾斜部
(5)と、 該傾斜部の中央に設けられ、側断面が半球状に形成され
た球壁部(6)と、 前記周壁部を貫通し前記下流の配管から前記傾斜部及び
球壁部に連通して形成される下流路(8)と、 該下流路に対し平面上所定角度を有して前記周壁部を貫
通形成され、前記上流の配管から前記傾斜部及び球壁部
に連通して形成される上流路(15)と、 該傾斜部に設けられ、点検時に開閉自在な足置き(7
0)と、を具備することを特徴とする点検用足置き付管
取付壁。1. A pipe mounting wall (1) forming a bottom portion of an assembly type manhole provided at a water flow connecting portion, wherein a predetermined step (D) is formed on each side of a peripheral wall portion (2) having a predetermined diameter. An upstream pipe (60a) and a downstream pipe (60b) which are connected to each other, and a slope for forming a water flow in the central portion, which is formed in the peripheral wall portion and has a substantially conical shape whose side cross section is inclined at a predetermined angle. Part (5), a spherical wall part (6) provided at the center of the inclined part and having a hemispherical side cross section, and the inclined part and the spherical wall part penetrating the peripheral wall part and from the downstream pipe. A lower flow path (8) formed to communicate with the lower flow path, and a lower flow path that is formed through the peripheral wall portion at a predetermined angle with respect to the lower flow path and communicates from the upstream pipe to the inclined portion and the spherical wall portion. And an upper channel (15) formed in the inclined portion, which can be opened and closed at the time of inspection. Footrest (7
0), and a pipe mounting wall with a footrest for inspection.
が予め所定間隔で複数埋設され、 前記足置き(70)は、該固定片に対し固定部材(7
2)を介して固定される基台(75)と、 該基台に対し回動軸(78)を中心として開閉自在なス
テップ(77)と、 該ステップの裏面に所定角度傾斜して立設され、開く際
の操作部として、及び開いた後ステップの水平状態を保
持するための回動操作片(79)と、を具備してなる請
求項1記載の点検用足置き付管取付壁。2. A fixing piece (71) is provided on the inclined portion (5).
Are embedded in advance at predetermined intervals, and the footrest (70) is fixed to the fixing piece (7
2) a base fixed to the base, a step (77) that can be freely opened and closed about a rotation axis (78) with respect to the base, The pipe mounting wall with a footrest for inspection according to claim 1, further comprising: a rotating operation piece (79) for holding the horizontal state of the step after opening and as an operation portion for opening.
下流路の配置角度に応じて所定の固定片(71)部分に
取付けられ、あるいは着脱自在な構成とされた請求項2
記載の点検用足置き付管取付壁。3. The footrest (70) is attached to a predetermined fixing piece (71) according to an arrangement angle of the upper flow path and the lower flow path, or is configured to be detachable.
Pipe mounting wall with footrest for inspection as described.
マンホールの底部を形成する管取付壁(1)において、 所定径を有する周壁部(2)側部に互いが所定の段差
(D)を有して接続される上流の配管(60a)および
下流の配管(60b)と、 前記周壁部内部に形成され側断面が所定角度傾斜する略
円錐状をなし、水流を中央部に集めるための傾斜部
(5)と、 該傾斜部の中央に設けられ、側断面が半球状に形成され
た球壁部(6)と、 前記周壁部を貫通し前記下流の配管から前記傾斜部及び
球壁部に連通して形成される下流路(8)と、 該下流路に対し平面上所定角度を有して前記周壁部を貫
通形成され、前記上流の配管から前記傾斜部及び球壁部
に連通して形成される上流路(15)と、 前記下流路の上半部にある傾斜部及び球壁部を該下流路
の直径の幅で下流路に沿って切り欠いた形状の足置き用
切欠部(40)と、を具備することを特徴とする点検用
足置き付管取付壁。4. A pipe mounting wall (1) forming the bottom of an assembly type manhole provided at a water flow connection part, wherein a predetermined step (D) is formed on each side of a peripheral wall (2) having a predetermined diameter. An upstream pipe (60a) and a downstream pipe (60b) which are connected to each other, and a slope for forming a water flow in the central portion, which is formed in the peripheral wall portion and has a substantially conical shape whose side cross section is inclined at a predetermined angle. Part (5), a spherical wall part (6) provided at the center of the inclined part and having a hemispherical side cross section, and the inclined part and the spherical wall part penetrating the peripheral wall part and from the downstream pipe. A lower flow path (8) formed to communicate with the lower flow path, and a lower flow path that is formed through the peripheral wall portion at a predetermined angle with respect to the lower flow path and communicates from the upstream pipe to the inclined portion and the spherical wall portion. An upper channel (15) formed in the lower channel, an inclined portion and a spherical wall in an upper half of the lower channel. And a notch (40) for a footrest having a shape cut off along the lower flow passage with a width of the diameter of the lower flow passage.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7325833A JP2669810B2 (en) | 1995-02-22 | 1995-12-14 | Pipe mounting wall with inspection footrest |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3394695 | 1995-02-22 | ||
JP7-33946 | 1995-02-22 | ||
JP7325833A JP2669810B2 (en) | 1995-02-22 | 1995-12-14 | Pipe mounting wall with inspection footrest |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08291530A JPH08291530A (en) | 1996-11-05 |
JP2669810B2 true JP2669810B2 (en) | 1997-10-29 |
Family
ID=26372720
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP7325833A Expired - Fee Related JP2669810B2 (en) | 1995-02-22 | 1995-12-14 | Pipe mounting wall with inspection footrest |
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JP (1) | JP2669810B2 (en) |
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JP2826814B2 (en) * | 1996-05-31 | 1998-11-18 | 柳沢コンクリート工業株式会社 | Movable step |
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1995
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JPH08291530A (en) | 1996-11-05 |
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