JP3698824B2 - Unit tank installation structure in the manhole - Google Patents

Unit tank installation structure in the manhole Download PDF

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Publication number
JP3698824B2
JP3698824B2 JP21773496A JP21773496A JP3698824B2 JP 3698824 B2 JP3698824 B2 JP 3698824B2 JP 21773496 A JP21773496 A JP 21773496A JP 21773496 A JP21773496 A JP 21773496A JP 3698824 B2 JP3698824 B2 JP 3698824B2
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JP
Japan
Prior art keywords
tank
manhole
base
holes
skin
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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 - Lifetime
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JP21773496A
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Japanese (ja)
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JPH1037297A (en
Inventor
健二 片桐
好孝 勝良
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Tsurumi Manufacturing Co Ltd
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Tsurumi Manufacturing Co Ltd
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Filing date
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Priority to JP21773496A priority Critical patent/JP3698824B2/en
Publication of JPH1037297A publication Critical patent/JPH1037297A/en
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Publication of JP3698824B2 publication Critical patent/JP3698824B2/en
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  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【0001】
【発明の技術分野】
本発明は、マンホール内のユニット内槽設置構造に関するものである。
【0002】
【従来技術とその問題点】
図12に示すよう、排水が流入してくるマンホール101の下底部に、2個の有底孔107a,107bを凹設したコンクリート製の内槽105を設置してその周囲をモルタルで固め、これら有底孔107a,107b内下方部へ吸込口118を導下させ吐出口119を上導させた2台のポンプ117a,117bの交互運転により、上記流入廃水を揚送排出させることは従来から広く知られている。
【0003】
しかしコンクリート製の内槽105は重量物であり、現場への搬送、マンホール101内への据え付け作業に多大の労力を費やし、また、クレーン等の搬入装置を必要とする。更にまた、有底孔107a,107bの上縁前方部に廃水揚送管103の始端部固定部材取付座等を付設したユニットタイプの内槽では前後方向の径が大きくなるため、小径に形成されたマンホール開口部104からの搬入は極めて困難で、据え付け工事が一段と煩雑となって施工費用が嵩むことになる。
【0004】
【発明の目的】
本発明の目的は、軽量かつ2分割構造によって嵩張らず、現場への搬送およびマンホール開口部からの搬入ならびにマンホール底部への据え付け工事が容易かつローコストに実施し得る、マンホール内のユニット内槽設置構造を提供することにある。
【0005】
【発明の構成】
本発明に係るマンホール内のユニット内槽設置構造では、マンホール開口部から搬入せられ後記架台ベースを介してマンホール底部へ設置されるユニット内槽の槽皮部分を樹脂成形により前後方向に2分割型となし、後方槽皮に水中汚水ポンプの吸込口を挿入させる2個の有底孔を凹設すると共に両有底孔間を流通させる流通溝を設け、前方槽皮の後縁部と後方槽皮の前縁部とが夫々下方へ折り曲げられた当接面同士で前後方向から相互に接触して合一せられ、前方槽皮の後縁部上面または後方槽皮の前縁部上面もしくは両槽皮の当接面上に沿って充填材の注入用透孔を穿設し、該透孔の周辺部にアンカーボルト孔を配設してその上面を後記固定部材の支持座に形成し、両槽皮の外周縁部にはサポートボルト孔を配設し、マンホール底面に載置される架台ベースを前後方向に2分割型となし、該架台ベースと両槽皮との対向面間において周側全域が開放状態の空間部を保有させ、前方ベースの後方部および後方ベースの前方部から立設された支持杆の上端部を前記アンカーボルト孔へ対向させ、前方ベースの前方部および後方ベースの後方部から立設されたサポートボルトの上端部を前記サポートボルト孔に定着させた状態により、前記注入用透孔から両槽皮の裏側における前記空間部へ充填材を注入して固化させ、廃水揚送管の始端部固定部材を前記支持座上に載置してアンカーボルトにより定着させるのである。
【0006】
【実施例】
以下実施例の図面により説明をする。
【0007】
1は廃水の流入してくるマンホールであって、内部へ向けて開口される廃水流入口2と外部へ向けて導延される廃水揚送管3を有し、上方部は傾斜ブロック1aを介して径小のマンホール開口部4が地表へ開口され、平時はマンホール蓋4aによって閉塞されている。上記開口部4から搬入されてマンホール1の底部に設置されるユニット内槽は、例えばFRP樹脂等の樹脂成形により槽皮部分が前後方向に2分割され、前方槽皮5aの後縁部と後方槽皮5bの前縁部とが夫々下方へ折り曲げられた当接面6a,6b同士で前後方向から相互に接触して合一せられ、後方槽皮5bには後記水中汚水ポンプ17a,17bの吸込口18,18を挿入させる2個の有底孔7a,7bが凹設されている。これら2個の有底孔7a,7bの周壁は上方が大径で下方が小径の摺鉢状傾斜面に形成されている。8aは一方の有底孔7aの周壁一側部に沿って縦設された側溝、8bは他方の有底孔7bの周壁一側部に沿って縦設された側溝、8はこれら両側溝8a,8bを夫々ポンプの回転方向と背向する方向へ導延させて両有底孔7a,7bを連通させるための流通溝である。9,9は前方槽皮5aの後縁部上面または後方槽皮5bの前縁部上面もしくは両槽皮5a,5bの当接面6a,6b上に沿って穿設された充填材の注入用透孔、3bは該透孔9,9の周辺部上面に形成された固定部材支持座、10‥‥10は該支持座3bに配設されたアンカーボルト孔、11‥‥11は両槽皮5a,5bの外周縁部に配設されたサポートボルト孔である。マンホール底面に載置される架台ベースは前後方向に2分割型となし、該架台ベースと前記両槽皮5a,5bとの対向面間において周側全域が開放状態の空間部5が保有され、前方ベース12aの後方部および後方ベース12bの前方部から立設された支持杆13‥‥13の上方部を前記アンカーボルト孔10‥‥10から導出させて後記固定部材14の取付用アンカーボルト13a‥‥13aとなし、前方ベース12aの前方部および後方ベース12bの後方部から立設されたサポートボルト16‥‥16の上端部を前記サポートボルト孔11‥‥11に定着させた状態により、モルタル等の充填材15を任意の注入用透孔9から両槽皮5a,5bの裏側における前記空間部5内へ注入して固化させたのち、固定部材支持座3b上へ補強用抑え板3cを重合させて注入用透孔9,9を閉塞し更にその上面に、廃水揚送管3の始端部3aを支承している固定部材14を載置してアンカーボルト13a‥‥13aにより定着させるのである。17aは一方の有底孔7a内の下方部へ吸込口18が開口されるよう収容された水中汚物ポンプ、17bは他方の有底孔7b内へ吸込口18が開口されるよう収容された水中汚物ポンプであって、いずれも吐出口19が前記廃水揚送管3の始端部3aと脱着自在に接続される。20は水中汚物ポンプ17a,17bの装脱時に使用される昇降ガイド、21は有底孔7a,7bの孔底部裏面を支承するため後方ベース12bの上面に凸設された補強座である。
【0008】
廃水の流入によりマンホール1内が所定の起動水位まで上昇すると、第1のポンプ17aが起動して廃水の揚送排出が開始される。揚送排出作業が進行して有底孔7a,7bの上縁まで水位が達したのちは、第1の有底孔7a内の廃水が揚送排出されることになるが、この第1のポンプ17aの揚送排出作用により第2の有底孔7b内から流通溝8を通して第1の有底孔7a内への廃水流入作用を生じるため、第2の有底孔7b内の水位は第1の有底孔7a内の水位と同調して低下し始める。また、上記流通溝8を通しての廃水流入作用によって第1の有底孔7a内には旋回流が形成増幅せられ、且つ、廃水は摺鉢形傾斜面に沿って周辺部から旋回上昇し中央部から下降して対流作用を生じ、従って廃水中の浮遊物や沈殿物が強力に撹拌されつつポンプ吸込口18から吸い込まれることになる。そして両有底孔7a,7b内の水位が孔底近くの所定の停止水位まで達すると第1のポンプ17aは停止する。この間、揚送排出されるのは第1の有底孔7a内の廃水のみでなく、第2の有底孔7b内の廃水をも流通溝8を介して揚送排出させるのである。これは単にポンプ停止中の第2の有底孔7b内に廃水を残留させないというだけのことではない。その分上記旋回流の形成時間が持続させられることになるのである。つまり、第1の有底孔7a内における浮遊物や沈殿物の撹拌時間がそれだけ増大されるということである。従って、浮遊物や沈殿物が廃水と共に揚送排出され易くなり、槽内に残存することがない。
【0009】
次に再び廃水の流入によりマンホール1内の水位が所定の起動水位まで上昇したときは、第2のポンプ17bが起動して廃水の揚送排出が行われ、水位が有底孔7a,7bの上縁まで達したのちは、第2の有底孔7b内の廃水が揚送排出されることになるが、以下の作用は既述の第1のポンプ17a起動の場合と同様であるので説明を省略する。
【0010】
【発明の効果】
本発明によれば、ユニット内槽の槽皮部分が樹脂成形により前後方向へ2分割型となっており、従来のコンクリート製内槽に比し極めて軽量でかつ嵩張らないため、現場への搬送および隘なマンホール開口部からの搬入作業も容易となる。そして、ユニット内槽の槽皮の裏面における空間部は周側全域が開放状態になっており、注入用透孔から注入された充填材はマンホール本体の下方部の内周壁に完全に密着した状態で固化し、ユニット内槽がマンホール本体と完全に一体化されて防水性の確保された状態を構成するので、マンホール底部への据え付け工事が円滑かつローコストに実施し得られるという利点がある。また、樹脂成形された槽皮によって内槽表面が滑らかに形成せられ、コンクリート製内槽のようなザラツキが無いため、スカムや沈殿物を円滑にポンプが吸引して廃水揚送管へ送り込めるという効果がある。
【図面の簡単な説明】
【図1】 本発明設置構造によりマンホール内へユニット内槽を設置させた状態を示す縦断側面図である。
【図2】 本発明構造を構成するための前方槽皮の平面図である。
【図3】 図2のA−A線における縦断側面図である。
【図4】 本発明構造を構成するための後方槽皮の平面図である。
【図5】 図4のB−B線における縦断側面図である。
【図6】 本発明構造を構成するための前方ベースの平面図である。
【図7】 本発明構造を構成するための前方ベースの側面図である。
【図8】 本発明構造を構成するための後方ベースの平面図である。
【図9】 本発明構造を構成するための後方ベースの側面図である。
【図10】 本発明構造におけるユニット内槽の平面図である。
【図11】 図10のC−C線における縦断側面図である。
【図12】 従来のコンクリート製内槽を設置したマンホールの縦断正面図である。
【符号の説明】
1 マンホール
3 廃水揚送管
3a 廃水揚送管の始端部
3b 固定部材支持座
4 マンホール開口部
周側全域が開放状態の空間
5a 前方槽皮
5b 後方槽皮
6a 当接面
6b 当接面
7a 有底孔
7b 有底孔
8 流通溝
9 充填材の注入用透孔
10 アンカーボルト孔
11 サポートボルト孔
12a 前方ベース
12b 後方ベース
13 支持杆
13a アンカーボルト
14 排液揚送管始端部の支持部材
15 充填材
16 サポートボルト
17a 水中汚水ポンプ
17b 水中汚水ポンプ
18 吸込口
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a unit internal tank installation structure in a manhole.
[0002]
[Prior art and its problems]
As shown in FIG. 12, a concrete inner tub 105 having two bottomed holes 107a and 107b recessed is installed at the bottom of the manhole 101 into which drainage flows, and the periphery thereof is hardened with mortar. It has been widely known that the inflowing wastewater is pumped up and discharged by the alternating operation of the two pumps 117a and 117b in which the suction port 118 is guided to the lower part of the bottomed holes 107a and 107b and the discharge port 119 is guided. Are known.
[0003]
However, the concrete inner tub 105 is heavy, and requires a great deal of labor for transportation to the site and installation in the manhole 101, and requires a loading device such as a crane. Furthermore, in the unit type inner tank in which the start end fixing member mounting seat of the waste water pumping pipe 103 is attached to the upper edge front portion of the bottomed holes 107a and 107b, the diameter in the front-rear direction is increased, so that it is formed with a small diameter. Carrying in from the manhole opening 104 is extremely difficult, and the installation work becomes more complicated and the construction cost increases.
[0004]
OBJECT OF THE INVENTION
An object of the present invention is a lightweight and two-part structure that is not bulky, and can be easily transported to the site, carried in from the manhole opening, and installed on the bottom of the manhole and installed in the unit inner tank in the manhole. Is to provide.
[0005]
[Structure of the invention]
In the unit inner tank installation structure in the manhole according to the present invention, the tank skin portion of the unit inner tank which is carried in from the manhole opening and is installed on the manhole bottom via the post base will be divided into two in the front-rear direction by resin molding. The two bottomed holes that allow the suction port of the submersible sewage pump to be inserted into the rear tank skin are provided and a flow groove is provided to flow between the bottomed holes. The rear edge of the front tank skin and the rear tank The abutment surfaces of the skin are bent together downward and are brought into contact with each other in the front-rear direction, and the upper surface of the rear edge of the front tank skin or the upper surface of the front edge of the rear tank skin or both Perforating holes for filling material are drilled along the contact surface of the tank skin, anchor bolt holes are arranged around the perforated holes, and the upper surface thereof is formed on the support seat of the fixing member described later, Support bolt holes are provided on the outer peripheral edge of both tank skins and placed on the bottom of the manhole. 2 split and without the mount base in the longitudinal direction is, the cross-platform base and between the opposing faces periphery whole is held the space in the open with a double bath skin, the front base rear portion and the rear base front The upper end portion of the support rod erected from the upper portion is opposed to the anchor bolt hole, and the upper end portion of the support bolt erected from the front portion of the front base and the rear portion of the rear base is fixed to the support bolt hole. Depending on the state, the filler is injected from the injection through hole into the space on the back side of both tank skins and solidified, and the starting end fixing member of the waste water pumping pipe is placed on the support seat and anchor bolts are used. It is fixed.
[0006]
【Example】
Hereinafter, description will be made with reference to the drawings of the embodiments.
[0007]
Reference numeral 1 denotes a manhole into which wastewater flows, which has a wastewater inlet 2 that opens to the inside and a wastewater feed pipe 3 that is led to the outside, and an upper portion through an inclined block 1a. A small-diameter manhole opening 4 is opened to the ground surface, and is closed by a manhole cover 4a during normal times. The tank in the unit that is carried in from the opening 4 and is installed at the bottom of the manhole 1 is divided into two in the front-rear direction by, for example, resin molding such as FRP resin, and the rear edge and the rear of the front tank 5a The front edges of the tank skin 5b are brought into contact with each other from the front and rear directions at the contact surfaces 6a, 6b bent downward, respectively, and the rear tank skin 5b is connected to the below-mentioned underwater sewage pumps 17a, 17b. Two bottomed holes 7a and 7b into which the suction ports 18 and 18 are inserted are recessed. The peripheral walls of these two bottomed holes 7a and 7b are formed in a bowl-shaped inclined surface having a large diameter at the top and a small diameter at the bottom. 8a is a side groove vertically provided along one side of the peripheral wall of one bottomed hole 7a, 8b is a side groove vertically provided along one side of the peripheral wall of the other bottomed hole 7b, and 8 is a groove on both sides 8a. , 8b are flow grooves for extending both the bottomed holes 7a, 7b by extending them in the direction opposite to the rotation direction of the pump. 9 and 9 are for injecting fillers drilled along the upper surface of the rear edge of the front tank skin 5a or the upper surface of the front edge of the rear tank skin 5b or the contact surfaces 6a and 6b of the tank skins 5a and 5b. The through holes 3b are fixing member support seats formed on the upper surface of the peripheries of the through holes 9 and 9 , 10... 10 are anchor bolt holes arranged in the support seat 3b, and 11. It is the support bolt hole arrange | positioned at the outer peripheral part of 5a, 5b. The gantry base placed on the bottom surface of the manhole is divided into two parts in the front-rear direction, and a space portion 5 in which the entire peripheral side is open between the opposed surfaces of the gantry base and the tank skins 5a and 5b is held . Anchor bolts 13a for attaching the fixing member 14 to be described later are derived from the anchor bolt holes 10... 10 by extending the upper portions of the support rods 13... 13 erected from the rear part of the front base 12a and the front part of the rear base 12b. The mortar is formed by 13a, with the upper ends of the support bolts 16 erected from the front part of the front base 12a and the rear part of the rear base 12b fixed to the support bolt holes 11. both tanks skin 5a the sealing member 15 of any injection hole 9 and the like, after solidified by injecting into the space portion 5 of the back side of 5b, reinforcing the fixing member support seat 3b on For example the plate 3c for implantation hole by polymerizing 9, 9 to further its upper surface to close the anchor bolts 13a ‥‥ 13a by placing the fixing member 14 that supports the leading end 3a of the waste water lifting flue 3 To fix it. 17a is an underwater filth pump accommodated so that the suction port 18 is opened to the lower part in one bottomed hole 7a, and 17b is a submerged water accommodated so that the suction port 18 is opened in the other bottomed hole 7b. In any waste pump, the discharge port 19 is detachably connected to the start end portion 3a of the waste water pumping pipe 3. 20 water sewage pumps 17a, elevating guide used when 17b of apparatus-side detachably attaching, 21 bottomed hole 7a, is reinforced seat which is projectingly provided on the upper surface of the post side base 12b order to support the hole bottom rear surface of 7b .
[0008]
When the inside of the manhole 1 rises to a predetermined start water level due to the inflow of waste water, the first pump 17a is started and the discharge and discharge of waste water is started. After the pumping operation has progressed and the water level has reached the upper edges of the bottomed holes 7a and 7b, the waste water in the first bottomed hole 7a is pumped and discharged. Since the pumping and discharging action of the pump 17a causes the waste water inflow action from the second bottomed hole 7b through the flow groove 8 into the first bottomed hole 7a, the water level in the second bottomed hole 7b is It begins to fall in synchronization with the water level in the bottomed hole 7a. In addition, a swirl flow is formed and amplified in the first bottomed hole 7a by the waste water inflow action through the flow groove 8, and the waste water swirls and rises from the peripheral portion along the mortar-shaped inclined surface. It descends to cause a convection action, and therefore suspended matter and sediment in the wastewater are sucked from the pump suction port 18 while being vigorously stirred. When the water level in both the bottomed holes 7a and 7b reaches a predetermined stop water level near the bottom of the hole, the first pump 17a stops. During this time, not only the wastewater in the first bottomed hole 7 a but also the wastewater in the second bottomed hole 7 b is pumped and discharged through the flow groove 8. This does not simply mean that waste water does not remain in the second bottomed hole 7b when the pump is stopped. Accordingly, the formation time of the swirl flow is maintained. That is, the stirring time of the suspended matter and the precipitate in the first bottomed hole 7a is increased accordingly. Therefore, suspended matters and sediments are easily pumped and discharged together with the waste water and do not remain in the tank.
[0009]
Next, when the water level in the manhole 1 rises again to the predetermined starting water level due to the inflow of the waste water, the second pump 17b is started to discharge and discharge the waste water, and the water level reaches the bottomed holes 7a and 7b. After reaching the upper edge, the waste water in the second bottomed hole 7b is pumped up and discharged, but the following operation is the same as in the case of starting the first pump 17a described above. Is omitted.
[0010]
【The invention's effect】
According to the present invention, the tank skin portion of the unit inner tank is divided into two in the front-rear direction by resin molding, and is extremely light and not bulky compared to a conventional concrete inner tank. loading work from the narrow隘manhole openings also that easy and Do. And the space part in the back surface of the tank skin of the inner tank of the unit is in an open state on the entire circumferential side, and the filler injected from the injection through hole is in close contact with the inner peripheral wall of the lower part of the manhole body Since the unit inner tank is completely integrated with the manhole body and the waterproof property is secured, there is an advantage that the installation work on the manhole bottom can be carried out smoothly and at low cost. Also, the inner tank surface is smoothly formed by the resin-molded tank skin, and there is no roughness like a concrete inner tank, so the scum and sediment can be sucked smoothly and sent to the waste water pumping pipe. There is an effect.
[Brief description of the drawings]
FIG. 1 is a vertical side view showing a state where a unit inner tank is installed in a manhole by the installation structure of the present invention.
FIG. 2 is a plan view of a front tank skin for constituting the structure of the present invention.
FIG. 3 is a longitudinal side view taken along line AA in FIG. 2;
FIG. 4 is a plan view of a rear tank skin for constituting the structure of the present invention.
5 is a longitudinal side view taken along line BB in FIG. 4. FIG.
FIG. 6 is a plan view of a front base for constituting the structure of the present invention.
FIG. 7 is a side view of a front base for constituting the structure of the present invention.
FIG. 8 is a plan view of a rear base for constituting the structure of the present invention.
FIG. 9 is a side view of a rear base for constituting the structure of the present invention.
FIG. 10 is a plan view of a unit inner tank in the structure of the present invention.
11 is a longitudinal side view taken along the line CC of FIG.
FIG. 12 is a longitudinal front view of a manhole in which a conventional concrete inner tub is installed.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Manhole 3 Waste water pumping pipe 3a Starting end part of waste water pumping pipe 3b Fixing member support seat 4 Manhole opening 5 Space part with all the circumference side open state 5a Front tank skin 5b Rear tank skin 6a Contact surface 6b Contact surface 7a Bottomed hole 7b Bottomed hole 8 Flowing groove 9 Filling material injection hole 10 Anchor bolt hole 11 Support bolt hole 12a Front base 12b Rear base 13 Support rod 13a Anchor bolt 14 Support member for drainage pumping pipe start end 15 Filler 16 Support bolt
17a Submersible sewage pump
17b Submersible sewage pump
18 Suction port

Claims (1)

マンホール開口部から搬入せられ後記架台ベースを介してマンホール底部へ設置されるユニット内槽の槽皮部分を樹脂成形により前後方向に2分割型となし、後方槽皮に水中汚水ポンプの吸込口を挿入させる2個の有底孔を凹設すると共に両有底孔間を流通させる流通溝を設け、前方槽皮の後縁部と後方槽皮の前縁部とが夫々下方へ折り曲げられた当接面同士で前後方向から相互に接触して合一せられ、前方槽皮の後縁部上面または後方槽皮の前縁部上面もしくは両槽皮の当接面上に沿って充填材の注入用透孔を穿設し、該透孔の周辺部にアンカーボルト孔を配設してその上面を後記固定部材の支持座に形成し、両槽皮の外周縁部にはサポートボルト孔を配設し、マンホール底面に載置される架台ベースを前後方向に2分割型となし、該架台ベースと両槽皮との対向面間において周側全域が開放状態の空間部を保有させ、前方ベースの後方部および後方ベースの前方部から立設された支持杆の上端部を前記アンカーボルト孔へ対向させ、前方ベースの前方部および後方ベースの後方部から立設されたサポートボルトの上端部を前記サポートボルト孔に定着させた状態により、前記注入用透孔から両槽皮の裏側における前記空間部へ充填材を注入して固化させ、廃水揚送管の始端部固定部材を前記支持座上に載置してアンカーボルトにより定着させるよう構成したことを特徴とする、マンホール内のユニット内槽設置構造。2 split and without the front-rear direction Sogawa part of the unit tank installed into the manhole bottom via a later gantry base brought conveyed from the manhole opening by resin molding, the suction port of the water sewage pump rearward bath skin The two bottomed holes to be inserted are recessed and a flow groove is provided to circulate between the bottomed holes. The rear edge of the front tank skin and the front edge of the rear tank skin are bent downward. The contact surfaces are brought into contact with each other from the front-rear direction , and the filler is injected along the upper surface of the rear edge of the front tank skin, the upper surface of the front edge of the rear tank skin, or the contact surface of both tank skins. Through holes, anchor bolt holes are arranged in the periphery of the through holes, and the upper surface is formed on the support seat of the fixing member described later, and support bolt holes are arranged in the outer peripheral edge portions of both tank skins. set, and 2 split and without the mount base in the longitudinal direction to be placed on the manhole bottom, cross-platform Over scan and peripheral whole in between the opposing surfaces of the two tanks skin is to retain the space portion of the open, the upper end portion of the supporting rod erected from the front base of the rear portion and the rear base of the front portion anchor bolt Opposite to the hole, the upper end of the support bolt standing from the front part of the front base and the rear part of the rear base is fixed to the support bolt hole . A unit in a manhole characterized in that a filler is injected into the space and solidified, and a starting end fixing member of a waste water pumping pipe is placed on the support seat and fixed by an anchor bolt. Inner tank installation structure.
JP21773496A 1996-07-30 1996-07-30 Unit tank installation structure in the manhole Expired - Lifetime JP3698824B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21773496A JP3698824B2 (en) 1996-07-30 1996-07-30 Unit tank installation structure in the manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21773496A JP3698824B2 (en) 1996-07-30 1996-07-30 Unit tank installation structure in the manhole

Publications (2)

Publication Number Publication Date
JPH1037297A JPH1037297A (en) 1998-02-10
JP3698824B2 true JP3698824B2 (en) 2005-09-21

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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4602830B2 (en) * 2005-04-28 2010-12-22 株式会社荏原製作所 Pump mounting structure and manhole pump device
JP4714613B2 (en) * 2006-03-23 2011-06-29 新明和工業株式会社 Pump tank
JP2013019109A (en) * 2011-07-07 2013-01-31 Kawamoto Pump Mfg Co Ltd Prerotation tank and sewage water pump device
JP5816490B2 (en) * 2011-08-31 2015-11-18 株式会社川本製作所 Pre-swivel tank and sewage pump device
CN107984594A (en) * 2017-11-27 2018-05-04 希阿埃(广州)有限公司 A kind of manufacturing process of integrated prefabricated pumping plant base

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