JPH1113119A - Manhole bottom plate in manhole pump system - Google Patents

Manhole bottom plate in manhole pump system

Info

Publication number
JPH1113119A
JPH1113119A JP16847697A JP16847697A JPH1113119A JP H1113119 A JPH1113119 A JP H1113119A JP 16847697 A JP16847697 A JP 16847697A JP 16847697 A JP16847697 A JP 16847697A JP H1113119 A JPH1113119 A JP H1113119A
Authority
JP
Japan
Prior art keywords
manhole
bottom plate
pump system
concrete
pump
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
Application number
JP16847697A
Other languages
Japanese (ja)
Other versions
JP3848735B2 (en
Inventor
Fumitaka Tsukuba
文隆 築波
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.)
Torishima Pump Manufacturing Co Ltd
Original Assignee
Torishima Pump Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Torishima Pump Manufacturing Co Ltd filed Critical Torishima Pump Manufacturing Co Ltd
Priority to JP16847697A priority Critical patent/JP3848735B2/en
Publication of JPH1113119A publication Critical patent/JPH1113119A/en
Application granted granted Critical
Publication of JP3848735B2 publication Critical patent/JP3848735B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a manhole bottom plate for extremely reducing residual sewage on the manhole bottom plate in a manhole pump system. SOLUTION: The manhole bottom plate in the manhole pump system is composed of a synthetic resin board, which has a concrete placing section 3, in which an opening side wall 5 is projected downwards and which is used for installing a pump, and at least one water collecting recessed section 2 for absorbing water in the pump, while having an annular groove 6, in which an outside diameter is made slightly larger than the inside diameter of a manhole and which is opened upwards and has slits 7 at regular intevals, on an outer circumferential section. The bottom plate is pressed into a manhole bottom section by utilizing the elasticity of the annular groove while a section between the annular groove and the manhole side wall is filled with a sealing material, and concrete is placed from a concrete placing section.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、マンホールポンプ
システムにおけるマンホール底板に関する。
The present invention relates to a manhole bottom plate in a manhole pump system.

【0002】[0002]

【従来の技術】従来、たとえば、下水道施設において
は、下水管路の途中にマンホールを設け、汚水を一旦こ
のマンホールに貯留したうえでマンホールポンプ(水中
モータポンプ)で汲み上げて送給するようになってい
る。ところで、マンホールの底面が平面であると、特
に、汚水流入量がなくなれば、マンホールの底面とポン
プ吸込口との間に所定の空間があるため、マンホール底
部に汚水とともに異物が堆積し、悪臭の発生原因とな
る。したがって、従来、特開平6−280299号公報
等で、マンホール底部構造に工夫を施すことが提案され
ている。これらは、いずれもマンホールの底部に打設し
たコンクリート中に合成樹脂板からなるマンホール底板
である予旋回槽を埋め込んだものである。
2. Description of the Related Art Conventionally, for example, in a sewerage facility, a manhole is provided in the middle of a sewage pipe, and sewage is temporarily stored in the manhole and then pumped up by a manhole pump (submersible motor pump) for feeding. ing. By the way, if the bottom of the manhole is flat, especially when there is no more inflow of sewage, there is a predetermined space between the bottom of the manhole and the pump suction port. It causes the occurrence. Therefore, conventionally, Japanese Unexamined Patent Publication No. Hei 6-280299 proposes to devise a manhole bottom structure. In each of these, a pre-swirl tank, which is a manhole bottom plate made of a synthetic resin plate, is embedded in concrete cast at the bottom of the manhole.

【0003】なお、マンホールポンプシステムにおい
て、ポンプとしては、近年、着脱形水中モータポンプが
適用されている。この着脱形水中モータポンプは、図5
に示すように、モータとインペラ等を内蔵するケーシン
グとからなる水中モータポンプ本体Pと、マンホールM
の底部に設置されるベンド14とからなり、ベンド14
の吐出側は揚水管16に接続されている。また、前記ベ
ンド14あるいはマンホールの底部等の固定部からマン
ホールMの上部にかけて、ワイヤ等の2本のガイド部材
16を設置する。そして、前記水中モータポンプ本体P
の吐出側フランジ11の上部には、前記ベンド14の流
入側フランジ15と係止するフック部12が設けられて
いるとともに、吐出側フランジ11の上部に、前記2本
のガイド部材16を抱持する抱持部13が設けてある。
また、前記水中モータポンプ本体Pは、図示しない巻上
げ装置により引き上げられるチェーン17と連結されて
いる。
[0003] In the manhole pump system, a detachable submersible motor pump has recently been applied as a pump. This detachable submersible motor pump is shown in FIG.
As shown in FIG. 1, a submersible motor pump main body P composed of a motor and a casing containing an impeller and the like, and a manhole M
Bend 14 installed at the bottom of the
Is connected to a pumping pipe 16. Also, two guide members 16 such as wires are installed from the bend 14 or a fixed portion such as the bottom of the manhole to the top of the manhole M. And the submersible motor pump body P
A hook portion 12 is provided on an upper portion of the discharge side flange 11 to be engaged with an inflow side flange 15 of the bend 14, and the two guide members 16 are held above the discharge side flange 11. Holding portion 13 is provided.
The submersible motor pump main body P is connected to a chain 17 that is pulled up by a winding device (not shown).

【0004】したがつて、図に示すように、水中モータ
ポンプ本体Pをチェーン17によって前記ガイド部材1
6にガイドさせて吊り下げると、前記フック部12がベ
ンド14の流入側フランジ15に係止し、その後、水中
モータポンプ本体Pの重心と図の係止点aとの水平距離
を「腕の長さ」とし、水中モータポンプ本体Pの重量を
荷重とするモーメントにより水中モータポンプ本体Pの
吐出側フランジ11はベンド14の流入側フランジ15
に圧着し、水中モータポンプPは揚水運転可能な状態と
なる。また、チェーン17を引き上げれば、前記動作と
逆動作により水中モータポンプ本体Pは地上に引き上げ
られるため、地上にて容易に水中モータポンプ本体Pの
補修等を行なうことができる。18はモータへの給電ケ
ーブルである。
Accordingly, as shown in FIG.
6, the hook portion 12 is locked on the inflow side flange 15 of the bend 14, and thereafter, the horizontal distance between the center of gravity of the submersible motor pump main body P and the locking point a in the figure is set to "the arm The discharge side flange 11 of the submersible motor pump main body P is caused by the moment with the weight of the submersible motor pump main body P as a load.
And the submersible motor pump P is ready for pumping operation. Further, if the chain 17 is pulled up, the submersible motor pump main body P is pulled up to the ground by the reverse operation to the above operation, so that the submersible motor pump main body P can be easily repaired on the ground. Reference numeral 18 denotes a power supply cable to the motor.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、予旋回
槽の外径はマンホール内径より小さいため、予旋回槽の
設置工程において予旋回槽はコンクリートから浮き上が
ろうとするから、予旋回槽の設置は非常に困難で、多数
の治具等を使用して浮き上がりを防止しており、作業性
が極めて悪いという課題を有する。本発明は、マンホー
ル底板の形状に工夫を加えることにより極めて容易にマ
ンホール底部に取り付けることのできるマンホールポン
プシステムにおけるマンホール底板を提供することを目
的とする。
However, since the outer diameter of the pre-swirl tub is smaller than the inner diameter of the manhole, the pre-swirl tub tends to rise from concrete in the process of installing the pre-swirl tub. It is very difficult to prevent lifting using a large number of jigs and the like, and there is a problem that workability is extremely poor. An object of the present invention is to provide a manhole bottom plate in a manhole pump system that can be very easily attached to the manhole bottom by modifying the shape of the manhole bottom plate.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するために、請求項1の発明では、開口側壁を下方に突
出してなるポンプ取付け用コンクリート打設部と少なく
とも1つのポンプ吸水用水留凹部とを有するとともに、
外周部に、外径がマンホールの内径より若干大きな上方
に開口する所定間隔でスリットを有し、環状溝を備えた
合成樹脂板からなるものである。請求項2の発明では、
上面が前記水留凹部に向かって摺鉢状に低くしたもので
ある。請求項3の発明では、前記水留凹部とコンクリー
ト打設部側壁の下方への突出量が同一としたものであ
る。請求項4の発明では、マンホール底板を複数に分割
し、その分割面の少なくとも一部に垂直下方に延びる接
合板部を備えたものである。請求項5の発明では、前記
接合部の高さが前記水留凹部とコンクリート打設部側壁
と同一高さとしたものである。
According to the present invention, in order to achieve the above object, according to the first aspect of the present invention, there is provided a concrete installation portion for mounting a pump, which has an opening side wall protruding downward, and at least one water retaining portion for water absorption of the pump. With a recess,
The outer peripheral portion is made of a synthetic resin plate provided with slits at predetermined intervals and opened upward at an outer diameter slightly larger than the inner diameter of the manhole, and provided with an annular groove. In the invention of claim 2,
The upper surface is lowered in a mortar shape toward the water retaining recess. According to the third aspect of the present invention, the downward protrusion amount of the water retaining recess and the side wall of the concrete casting portion are the same. According to the fourth aspect of the present invention, the manhole bottom plate is divided into a plurality of portions, and at least a part of the divided surface is provided with a joining plate portion extending vertically downward. In the invention of claim 5, the height of the joint is the same as the height of the water retaining recess and the side wall of the concrete casting portion.

【0007】[0007]

【発明の実施の形態】つぎに、本発明の実施の態様につ
いて図を参照して説明する。本発明にかかるマンホール
ポンプシステムにおけるマンホール底板1は、図1,2
に示すように、外径は設置されるマンホールMの底部の
内径より若干大きい円板形状をなし、その略中央部に、
2つの水留凹部2,2と開口4の周囲側壁5が下方に突
出したコンクリート打設部3を備えるとともに、底板1
の外周には、上方に開口した環状溝6が設けられ、この
環状溝6には所定間隔でスリット7が設けられている。
なお、前記マンホール底板1は、合成樹脂、好ましくは
ガラス繊維強化プラスチック(FRP)で一体成形され
たものである。また、前記水留凹部2とコンクリート打
設部3の深さは同一となっている。
Next, embodiments of the present invention will be described with reference to the drawings. The manhole bottom plate 1 in the manhole pump system according to the present invention is shown in FIGS.
As shown in the figure, the outer diameter is a disk shape slightly larger than the inner diameter of the bottom of the manhole M to be installed, and approximately in the center,
A concrete casting part 3 in which two water retaining recesses 2, 2 and a peripheral side wall 5 of the opening 4 project downward, and a bottom plate 1
An annular groove 6 which is opened upward is provided on the outer periphery of the annular groove 6, and the annular groove 6 is provided with slits 7 at predetermined intervals.
The manhole bottom plate 1 is integrally formed of synthetic resin, preferably glass fiber reinforced plastic (FRP). The depth of the water retaining recess 2 and the concrete casting portion 3 are the same.

【0008】マンホールMは、一般に、地表に露出する
開口部はマンホールの軸心に対して偏心して設けられ、
その径は本体部に対し小径である。したがって、前記マ
ンホール底板1はマンホールMの本体部が完成した直後
に設置する。すなわち、マンホール底板1の外径はマン
ホール本体部の内径より若干大きいが、環状溝6にはス
リット7が設けられ、内方に弾性変形可能となっている
ため、前記環状溝6を上方に向けてマンホール底板1を
マンホール本体部の底部に押圧してコンクリート打設部
3の側壁5が底部に接触する状態で装着することができ
る。
Generally, the manhole M is provided such that an opening exposed on the ground surface is eccentric with respect to the axis of the manhole.
Its diameter is small relative to the main body. Therefore, the manhole bottom plate 1 is installed immediately after the main body of the manhole M is completed. That is, although the outer diameter of the manhole bottom plate 1 is slightly larger than the inner diameter of the manhole body, the slit 7 is provided in the annular groove 6 and can be elastically deformed inward. The manhole bottom plate 1 is pressed against the bottom of the manhole body, and the side wall 5 of the concrete casting part 3 can be mounted in a state of contact with the bottom.

【0009】そして、マンホール底板1をマンホール底
部に設置すると、前記環状溝6とマンホール側壁との間
にシリコンゴム等の接着剤8を充填し、この部分での漏
水を防止する。その後、コンクリート打設部3の開口4
からコンクリートを打設する。コンクリート打設部3の
側壁5は殆どマンホール底部に接しているため、コンク
リートはコンクリート打設部3にのみ打設され、その他
の空間に流入しない。このようにして、マンホール底板
1をマンホール底部に設置したのち、マンホールMを完
成させ、その後、ベンド14を前記コンクリート打設部
3のコンクリートに据付けるとともにガイドパイプ16
を取り付けたのち、ポンプPを設置してマンホールポン
プシステムとするものである。本態様においては、ポン
プPを2台を設置し、各ポンプPの吸込口を水留凹部2
内に位置させる。
When the manhole bottom plate 1 is installed at the bottom of the manhole, an adhesive 8 such as silicon rubber is filled between the annular groove 6 and the side wall of the manhole to prevent water leakage at this portion. After that, the opening 4 of the concrete casting part 3
Cast concrete from. Since the side wall 5 of the concrete placing part 3 is almost in contact with the bottom of the manhole, the concrete is placed only in the concrete placing part 3 and does not flow into other spaces. After the manhole bottom plate 1 is installed at the bottom of the manhole in this manner, the manhole M is completed. Thereafter, the bend 14 is installed on the concrete of the concrete placing part 3 and the guide pipe 16 is installed.
Then, a pump P is installed to provide a manhole pump system. In this embodiment, two pumps P are installed, and the suction port of each pump P is
Within.

【0010】つぎに、完成したマンホールにおいては前
記マンホール底板1はマンホール開口から入れることが
できない。この場合には、マンホール底板1を分割構造
とする。図3は2分割構造としたもので、左右対称とな
るように分割し、コンクリート打設部3を除く分割面
に、垂直下方に延びる接合部9,9を一体に形成したも
のである。そして、接合部9の高さは、前記水留凹部
2、コンクリート打設部3の深さと同一としている。
Next, in the completed manhole, the manhole bottom plate 1 cannot be inserted through the manhole opening. In this case, the manhole bottom plate 1 has a divided structure. FIG. 3 shows a two-part structure, in which the parts are divided so as to be symmetrical left and right, and joints 9, 9 extending vertically downward are integrally formed on the division surface excluding the concrete casting part 3. The height of the joining portion 9 is the same as the depth of the water retaining recess 2 and the concrete casting portion 3.

【0011】したがって、各接合部9の対向面に接着剤
を塗布し、まず、マンホール底板1の一片1aを開口部
(図示せず)からマンホールM内に吊下げて所定位置に
位置させる。その後、残りの片1bを同様にマンホール
M内に吊下げ、その接合部9を先の1片1aの接合部9
に圧接ガイドさせつつその環状溝6をマンホールMの内
壁に摺接させて両片1a,1bを所定位置に位置決めす
る。この場合、水留凹部2、コンクリート打設部3およ
び接合部9は一種のリブとして機能するため、前記接合
部9,9の接合に際して作業員はマンホール底板1上に
乗って作業を行なうことができる。その後は、前記第1
態様と同様、環状溝6内に接着剤8を充填するととも
に、コンクリート打設部3からコンクリートを打設すれ
ばよい。なお、接合部での接合をより強化するために、
図5に示すように、前記コンクリート打設部3の分割面
(空間)にも接合部9を設けて貫通孔10を介してこの
部分をボルト・ナットで連結するようにしてもよい。ま
た、マンホール底板1は2分割に限らず、3分割であっ
てもよい。
Therefore, an adhesive is applied to the opposing surface of each joint portion 9, and first, one piece 1a of the manhole bottom plate 1 is suspended from the opening (not shown) into the manhole M and positioned at a predetermined position. Thereafter, the remaining piece 1b is similarly suspended in the manhole M, and the joint 9 is joined to the joint 9 of the previous piece 1a.
The two grooves 1a and 1b are positioned at predetermined positions by sliding the annular groove 6 into contact with the inner wall of the manhole M while being guided by pressure contact. In this case, since the water retaining recess 2, the concrete placing portion 3, and the joining portion 9 function as a kind of rib, the worker can work on the manhole bottom plate 1 when joining the joining portions 9, 9. it can. After that, the first
As in the embodiment, the annular groove 6 may be filled with the adhesive 8 and concrete may be cast from the concrete placing section 3. In order to further strengthen the joint at the joint,
As shown in FIG. 5, a joint 9 may be provided also on a dividing surface (space) of the concrete casting part 3, and this part may be connected with a bolt and a nut via a through hole 10. Further, the manhole bottom plate 1 is not limited to two divisions, but may be three divisions.

【0012】以上においては、前記マンホール底板1の
表面が面一として説明したが、少なくとも水留凹部2に
向かって順次下方に傾斜させ、つまり摺鉢状として汚水
を水留凹部2に導くようにして、マンホール底部での汚
水残量を極力少なくするのが好ましい。さらに、前記説
明では、コンクリート打設部2以外のマンホール底板1
下方にはコンクリートを打設しないため、使用コンクリ
ートも少なく安価であるが、コンクリート底板1の適宜
箇所に開口を設け、ここからコンクリートを打設しても
よい。この場合、コンクリートの打設にしたがって、マ
ンホール底板1は上方に浮き上がろうとするが、環状溝
6の外端がいわゆる爪のように作用してマンホールMの
内面に喰い込み、浮き上がる心配もない。
In the above description, the surface of the manhole bottom plate 1 has been described as being flush. However, the manhole bottom plate 1 is inclined downward at least sequentially toward the water retaining recess 2, that is, the wastewater is guided to the water retaining recess 2 in the shape of a mortar. Therefore, it is preferable to minimize the residual amount of wastewater at the bottom of the manhole. Further, in the above description, the manhole bottom plate 1 other than the concrete casting portion 2
Since concrete is not cast below, the amount of concrete used is small and inexpensive. However, an opening may be provided at an appropriate place in the concrete bottom plate 1 and concrete may be cast from here. In this case, the manhole bottom plate 1 tends to float upward according to the casting of the concrete, but the outer end of the annular groove 6 acts like a so-called claw to bite into the inner surface of the manhole M, and there is no fear of rising. .

【0013】[0013]

【発明の効果】以上の説明で明らかなように、請求項1
の発明によれば、マンホール底板はその外周に所定間隔
でスリットを有し、上方に開口したマンホール内径より
若干大きい外形を有する環状溝を設けてあるため、単
に、マンホール底部に押しつけるだけで容易に設置する
ことができ、マンホール底板下方にコンクリートを打設
する場合であっても、複雑なマンホール底板支持部材を
設けてその浮き上がりを防止する必要もない。請求項2
の発明によれば、上面が水留凹部に向かって低くなって
いるため、汚水の殆どを吸引でき、異臭の発生を抑える
ことができる。請求項3の発明によれば、水留凹部とコ
ンクリート打設部の下方への突出量が同一であるため、
これらをマンホール底部に載置状態とすると、この部分
は補強されているため、マンホール底板の上に作業員が
乗って作業することができ作業性が向上する。請求項4
の発明によれば、マンホール底板は分割されているた
め、マンホールの比較的小さな上部開口から入れること
ができ、しかも分割面に垂直下方に延びる接合部を備え
ているから、接合時のガイドとなり、接合作業が容易で
ある。また、この接合部を利用することにより容易・確
実に接着一体化ができ作業性も極めて良好である。請求
項5の発明によれば、接合部、水留凹部とコンクリート
打設部の高さが同一であるため、請求項3の効果をさら
に向上することができる。
As is apparent from the above description, claim 1
According to the invention, the manhole bottom plate has slits at predetermined intervals on the outer periphery thereof, and is provided with an annular groove having an outer shape slightly larger than the inner diameter of the manhole opened upward, so that it can be easily simply pressed against the manhole bottom. Even when concrete is cast below the manhole bottom plate, there is no need to provide a complicated manhole bottom plate support member to prevent the manhole bottom plate from floating. Claim 2
According to the invention, since the upper surface is lowered toward the water retaining recess, most of the contaminated water can be sucked, and generation of an odor can be suppressed. According to the third aspect of the present invention, since the downward protrusion amounts of the water retaining recess and the concrete casting portion are the same,
When these are placed on the bottom of the manhole, since this portion is reinforced, the worker can work on the bottom plate of the manhole, and the workability is improved. Claim 4
According to the invention, since the manhole bottom plate is divided, it can be inserted from a relatively small upper opening of the manhole, and furthermore, since it has a joining portion extending vertically downward to the dividing surface, it becomes a guide at the time of joining, The joining work is easy. In addition, the use of this joint allows easy and reliable adhesion and integration, and extremely good workability. According to the fifth aspect of the present invention, since the height of the joint portion, the water retaining recess and the concrete placing portion are the same, the effect of the third aspect can be further improved.

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

【図1】 (A)は本発明の第1態様を示す平面図、
(B)は(A)のII−II線断面図、(C)は下方からみ
た斜視図。
FIG. 1A is a plan view showing a first embodiment of the present invention,
(B) is a sectional view taken along the line II-II of (A), and (C) is a perspective view seen from below.

【図2】 図1の環状凹部の拡大断面図。FIG. 2 is an enlarged cross-sectional view of the annular concave portion of FIG.

【図3】 本発明の第2態様を示す斜視図で、半分は底
部側からの斜視図。
FIG. 3 is a perspective view showing a second embodiment of the present invention, in which a half is a perspective view from the bottom side.

【図4】 本発明の第3態様を示す斜視図で、半分は底
部側からの斜視図。
FIG. 4 is a perspective view showing a third embodiment of the present invention, and a half is a perspective view from the bottom side.

【図5】 水中モータポンプの設置方法を示し、(A)
は設置前、(B)は設置後を示す。
FIG. 5 shows an installation method of a submersible motor pump, and (A)
Shows before installation, and (B) shows after installation.

【符号の説明】[Explanation of symbols]

1…マンホール底板、2…水留凹部、3…コンクリート
打設部、5…側壁、6…環状溝、7…スリット、8…接
着剤、9…接合部。
DESCRIPTION OF SYMBOLS 1 ... Manhole bottom plate, 2 ... Recess recess, 3 ... Concrete casting part, 5 ... Side wall, 6 ... Annular groove, 7 ... Slit, 8 ... Adhesive, 9 ... Joint.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 開口側壁を下方に突出してなるポンプ取
付け用コンクリート打設部と少なくとも1つのポンプ吸
水用水留凹部とを有するとともに、外周部に、外径がマ
ンホールの内径より若干大きな上方に開口する所定間隔
でスリットを有し、環状溝を備えた合成樹脂板からなる
マンホールポンプシステムにおけるマンホール底板。
1. A concrete mounting part for pump mounting having an opening side wall protruding downward, and at least one water retaining recess for pump water absorption. The outer peripheral part has an outer diameter slightly larger than the inner diameter of the manhole. A manhole bottom plate in a manhole pump system comprising a synthetic resin plate having slits at predetermined intervals and having an annular groove.
【請求項2】 上面が前記水留凹部に向かって摺鉢状に
低くなっていることを特徴とする前記請求項1に記載の
マンホールポンプシステムにおけるマンホール底板。
2. The manhole bottom plate in the manhole pump system according to claim 1, wherein an upper surface is reduced in a mortar shape toward the water retaining recess.
【請求項3】 前記水留凹部とコンクリート打設部側壁
の下方への突出量が同一であることを特徴とする前記請
求項1または2のいずれかに記載のマンホールポンプシ
ステムにおけるマンホール底板。
3. The manhole bottom plate in the manhole pump system according to claim 1, wherein the amount of downward protrusion of the water retaining recess and the side wall of the concrete casting part are the same.
【請求項4】 マンホール底板を複数に分割し、その分
割面の少なくとも一部に垂直下方に延びる接合板部を備
えた前記請求項1〜3のいずれかに記載のマンホールポ
ンプシステムにおけるマンホール底板。
4. The manhole bottom plate in the manhole pump system according to claim 1, wherein the manhole bottom plate is divided into a plurality of portions, and a joining plate portion extending vertically downward is provided on at least a part of the divided surface.
【請求項5】 前記接合部の高さが前記水留凹部とコン
クリート打設部側壁と同一高さであることを特徴とする
前記請求項1〜4のいずれかに記載のマンホールポンプ
システムにおけるマンホール底板。
5. The manhole in a manhole pump system according to claim 1, wherein the height of the joint is the same as the height of the water retaining recess and the side wall of the concrete casting part. Bottom plate.
JP16847697A 1997-06-25 1997-06-25 Manhole bottom plate in manhole pump system Expired - Fee Related JP3848735B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16847697A JP3848735B2 (en) 1997-06-25 1997-06-25 Manhole bottom plate in manhole pump system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16847697A JP3848735B2 (en) 1997-06-25 1997-06-25 Manhole bottom plate in manhole pump system

Publications (2)

Publication Number Publication Date
JPH1113119A true JPH1113119A (en) 1999-01-19
JP3848735B2 JP3848735B2 (en) 2006-11-22

Family

ID=15868815

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16847697A Expired - Fee Related JP3848735B2 (en) 1997-06-25 1997-06-25 Manhole bottom plate in manhole pump system

Country Status (1)

Country Link
JP (1) JP3848735B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006307515A (en) * 2005-04-28 2006-11-09 Ebara Kiden Kk Mounting structure of pump mounting base, and manhole pumping system
JP2006307514A (en) * 2005-04-28 2006-11-09 Ebara Kiden Kk Pump mounting base and manhole pumping system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006307515A (en) * 2005-04-28 2006-11-09 Ebara Kiden Kk Mounting structure of pump mounting base, and manhole pumping system
JP2006307514A (en) * 2005-04-28 2006-11-09 Ebara Kiden Kk Pump mounting base and manhole pumping system
JP4602829B2 (en) * 2005-04-28 2010-12-22 株式会社荏原製作所 Pump mount and manhole pump device

Also Published As

Publication number Publication date
JP3848735B2 (en) 2006-11-22

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