JPH0953260A - Buried type pump room and constructing method thereof - Google Patents

Buried type pump room and constructing method thereof

Info

Publication number
JPH0953260A
JPH0953260A JP22747595A JP22747595A JPH0953260A JP H0953260 A JPH0953260 A JP H0953260A JP 22747595 A JP22747595 A JP 22747595A JP 22747595 A JP22747595 A JP 22747595A JP H0953260 A JPH0953260 A JP H0953260A
Authority
JP
Japan
Prior art keywords
pump
pump chamber
pump room
side face
equipment
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
JP22747595A
Other languages
Japanese (ja)
Other versions
JP3143623B2 (en
Inventor
Kazumitsu Sato
一光 佐藤
Masayoshi Yaoita
政佳 八百板
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP07227475A priority Critical patent/JP3143623B2/en
Publication of JPH0953260A publication Critical patent/JPH0953260A/en
Application granted granted Critical
Publication of JP3143623B2 publication Critical patent/JP3143623B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce suspension weight, and to ensure a working space at the time of equipment installation works by forming this pump room of a lower pump room with a base section beforehand manufactured of concrete and a partial side face section and an upper pump room consisting of only a side face section while proper positioning structure is attached at the upper-lower abutting places of the side face section. SOLUTION: The periphery of a ground surface section at the upper end of a well (a) is excavated for ensuring a space (b) for forming a pump room. The ground surface section is compacted by a foundation material C, and a lower pump room 1 is installed. A pump equipment (d) is mounted on the lower pump room 1. An upper pump room is laminated and continued on the lower pump room 1A and the peripheral wall of the whole pump room is formed. A residual section is buried through a water-passing pipe (e) in an inserting hole so as to correspond to the kind of the pump equipment (d), and the inserting hole is changed into a wall surface. The residual space (b) is backfilled, and the pump rooms are covered with a cover body. Accordingly, the operating efficiency of the installation works of the equipment can be improved.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、主として路面消雪水の
汲み上げのためのポンプを設置する埋設型ポンプ室及び
その構築方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a buried pump chamber for installing a pump for pumping snow-melting water on a road surface and a method for constructing the same.

【0002】[0002]

【従来の技術】消雪道路は、路面に通水管を埋設し、通
水管から分岐して路面に露出させた散水ノズルから地下
水を放水して路面積雪を溶かすようにしているもので、
この消雪道路の設置に際しては、当然通水管には地下水
の汲み上げを行い通水管に地下水を供給するポンプを設
ける必要がある。
2. Description of the Related Art Snow-melting roads are constructed by burying water pipes on the road surface, branching from the water pipes and discharging groundwater from sprinkling nozzles exposed on the road surface to melt the snow on the road surface.
When installing this snow-melting road, it is naturally necessary to install a pump for pumping groundwater into the water pipe and supplying groundwater to the water pipe.

【0003】このポンプの設置に於いて、従来では、そ
の安全上から一定の基準を以てポンプの設置を行ってい
る。即ち井戸(200mm径で地下先端部分が孔明き管
となっている)Aを掘穿し、井戸の周囲を掘削して、予
め規定した箱型の大きさに製出しておいたプレキャスト
コンクリート製のポンプ室Bを、前記掘削穴C内に配置
し、しかる後ポンプ室内にポンプ機器Dを設置するもの
である。尚機器の設置後は、ポンプ室Bの周囲穴Cを埋
め戻し、マンホール付きの蓋体Dでポンプ室Bの上面を
覆うようにしているものである。
Regarding the installation of this pump, conventionally, the pump is installed according to a certain standard for safety reasons. That is, a well (with a diameter of 200 mm and a hole at the tip of the underground is a perforated pipe) A is drilled, the periphery of the well is drilled, and it is made of precast concrete that has been produced in a predetermined box-shaped size. The pump room B is arranged in the excavation hole C, and then the pump device D is installed in the pump room. After the equipment is installed, the peripheral hole C of the pump chamber B is backfilled, and the upper surface of the pump chamber B is covered with the lid D with the manhole.

【0004】[0004]

【発明が解決しようとする課題】ところで前記ポンプ室
Bは、所定の大きさ(第1種:L180×W130×H
130cm,又は第2種:L150×W120×H11
0cm)に予め形成されており、その重量は、3200
若しくは2400kgとなる。
The pump chamber B has a predetermined size (first type: L180 × W130 × H).
130 cm, or type 2: L150 x W120 x H11
It is pre-formed with a weight of 3200
Or 2400 kg.

【0005】従ってポンプ室設置工事に際しては、前記
ポンプ室を吊り上げるクレーン車等大型機械を必要とす
るし、また狭いポンプ室内で、ポンプ本体の設置並びに
配管工事、電気配線工事を行わなければならなく、工事
自体も面倒なものとなる。
Therefore, when installing the pump room, a large machine such as a crane truck for hoisting the pump room is required, and installation of the pump body, piping work, and electric wiring work must be performed in a narrow pump room. However, the construction itself becomes troublesome.

【0006】そこで本発明は、ポンプ室を分割すること
で、小型機器でも吊り下げが可能で且つ、広い空間での
ポンプ機器の設置工事を実施できる新規なポンプ室並び
にその構築方法を提案したものである。
Therefore, the present invention proposes a new pump chamber and a construction method thereof by dividing the pump chamber so that even small equipment can be suspended and installation work of the pump equipment can be carried out in a wide space. Is.

【0007】[0007]

【課題を解決するための手段】本発明に係るポンプ室
は、井戸上端嵌合孔及びポンプ設置台を備えたポンプ室
底面部と、吐水管の挿通孔を設けた側面部とからなる箱
型ポンプ室を、予めコンクリートで製出した底面部及び
一部側面部を有する下部ポンプ室と、側面部のみからな
る矩形枠状の単数若しくは複数の上部ポンプ室とで構成
すると共に、側面部の上下当接箇所に適宜な位置決め構
造を付設したことを特徴とするものである。
A pump chamber according to the present invention is a box type having a pump chamber bottom portion provided with a well upper end fitting hole and a pump installation base, and a side surface portion provided with a water discharge pipe insertion hole. The pump chamber is composed of a lower pump chamber that has a bottom surface and a partial side surface part that are made of concrete in advance, and a rectangular frame-shaped single or multiple upper pump chambers that consist of only the side surface parts. It is characterized in that an appropriate positioning structure is attached to the abutting portion.

【0008】また本発明に係るポンプ室の構築方法は、
前記の予め製出した下部ポンプ室及び上部ポンプ室を使
用するもので、井戸設置箇所の周囲のポンプ室埋設範囲
を掘削し、下部ポンプ室を所定位置に配置固定して、ポ
ンプ機器を設置し、しかる後上部ポンプ室を組み込んで
ポンプ室を構築することを特徴とするものである。
The method for constructing a pump chamber according to the present invention is
Using the above-prepared lower pump chamber and upper pump chamber, excavate the pump chamber buried area around the well installation site, place and fix the lower pump chamber at a predetermined position, and install the pump equipment. After that, the pump chamber is constructed by incorporating the upper pump chamber.

【0009】従って、ポンプ室が上下に区分されている
ので、吊り下げ重量が軽減し、小型の吊り下げ機器での
設置が可能であり、大型機械の入り難い箇所での設置工
事も可能となる。また下部ポンプ室の設置のみで周壁が
存在しない状態でのポンプ機器の設置工事となるので、
工事空間が従前よりも広くなり、工事の実施が容易とな
る。
Therefore, since the pump chamber is divided into upper and lower parts, the hanging weight is reduced, and it is possible to install it in a small hanging device, and it is also possible to install it in a place where a large machine is difficult to enter. . Also, because the installation work of the pump equipment will be done with only the lower pump room installed and the peripheral wall does not exist,
The construction space will be wider than before and it will be easier to carry out the construction.

【0010】[0010]

【発明の実施の形態】次に本発明の実施形態について説
明する。ポンプ室は、コンクリートプレキャストで製出
した下部ポンプ室1と、上部ポンプ室2と、蓋体3とで
構成されており、下部ポンプ室1は、従前のポンプ室の
底面部と、底面部に連続した一部の側面部と同様な構造
としたもので、底面板11の周囲に周壁12を立ち上
げ、底面板11内に少し高所としたポンプ設置台部13
を設け、設置台部13より下方に井戸上端嵌合孔14を
穿設し、更に底面板11の低所から前記井戸上端嵌合孔
14へ向かって排水孔15設け、また周壁12の上縁
は、内外周の段差部16に形成し、且つ周壁12の所定
位置に、吐水管の挿通孔下部と対応する抉り部17を形
成してなる。
Next, an embodiment of the present invention will be described. The pump chamber is composed of a lower pump chamber 1 produced by concrete precasting, an upper pump chamber 2 and a lid 3, and the lower pump chamber 1 is located on the bottom and bottom of the conventional pump chamber. A structure similar to that of a continuous part of the side surface, in which the peripheral wall 12 is raised around the bottom plate 11 and the pump installation base 13 is set at a slightly higher position in the bottom plate 11.
Is provided, a well upper end fitting hole 14 is formed below the installation base portion 13, and a drain hole 15 is further provided from a lower portion of the bottom plate 11 toward the well upper end fitting hole 14, and an upper edge of the peripheral wall 12 is also provided. Is formed in the step portion 16 on the inner and outer circumferences, and at a predetermined position of the peripheral wall 12, a gouged portion 17 corresponding to the lower portion of the insertion hole of the water discharge pipe is formed.

【0011】上部ポンプ室2は、前記上部ポンプ室1の
周壁12の上方に連続する形状の矩形筒枠形状で、周壁
21の下縁は、前記段差部16と嵌合する段差部22及
び抉り部17に対応する抉り部23を形成してなるもの
である。
The upper pump chamber 2 is in the shape of a rectangular tube frame that is continuous above the peripheral wall 12 of the upper pump chamber 1, and the lower edge of the peripheral wall 21 is a stepped portion 22 that fits with the stepped portion 16 and a gouging. The gouging portion 23 corresponding to the portion 17 is formed.

【0012】また蓋体3は、上部ポンプ室12の開口上
面に被冠される本体31と、本体31に穿設したマンホ
ール孔32と、鋼鉄製のマンホール蓋33からなるもの
である。
The lid 3 is composed of a main body 31 capped on the upper surface of the opening of the upper pump chamber 12, a manhole hole 32 bored in the main body 31, and a manhole cover 33 made of steel.

【0013】次にポンプ室の構築手順について説明す
る。消雪用地下水汲み上げのための井戸aを掘穿するも
ので、井戸aは、地下ボーリングと同時に、地下に先端
部分が孔明き管となっている直径200mmの鋼管を埋
め込んだもので、井戸aの上端の地表部分周囲を、ポン
プ室形成のための空間b確保のために掘削する。次に基
礎材cで確りと締め固めた上に、井戸aの上端部分が嵌
合孔14に嵌合状態で、下部ポンプ室1を設置する(図
2)。
Next, the procedure for constructing the pump chamber will be described. A well a for pumping groundwater for snow melting is drilled. The well a is a underground pipe with a steel pipe of 200 mm in diameter whose tip end is a perforated pipe. Excavation is performed around the ground surface portion at the upper end of to secure a space b for forming a pump chamber. Next, the lower pump chamber 1 is installed with the upper end portion of the well a fitted into the fitting hole 14 after being firmly compacted with the base material c (FIG. 2).

【0014】次に下部ポンプ室2上にポンプ機器dを設
置するものである。ポンプ機器は、井戸a内に設置する
水中ポンプ、開閉弁、制御機器等で、路面の散水ノズル
に給水する通水管eを設置する。特に前記の機器設置作
業は、図3で明らかな通り広い掘削空間bで実施される
もので、作業効率が向上する。
Next, the pump device d is installed on the lower pump chamber 2. The pump device is a submersible pump, an on-off valve, a control device, or the like installed in the well a, and a water pipe e for supplying water to the water spray nozzle on the road surface is installed. In particular, the equipment installation work described above is performed in a wide excavation space b as is clear from FIG. 3, and the work efficiency is improved.

【0015】次に上部ポンプ室2を下部ポンプ室1上に
積層連続してポンプ室全体の周壁を形成し、ポンプ機器
dの種別に対応できるように縦長に形成した挿通孔(抉
り部17,23)における通水管e通した残余部分をコ
ンクリートで埋めて壁面化し、更に残余の掘削空間bを
埋め戻し、ポンプ室に蓋体3を覆い被せて、上面が地表
面と同レベルの埋設ポンプ室が構築されるものである。
Next, the upper pump chamber 2 is continuously laminated on the lower pump chamber 1 to form a peripheral wall of the entire pump chamber, and a vertically long insertion hole (grip portion 17, which corresponds to the type of the pump device d) is formed. In 23), the remaining portion through the water pipe e is filled with concrete to form a wall surface, the remaining excavation space b is backfilled, the pump chamber is covered with the lid 3, and the upper surface is the same level as the ground surface. Is to be built.

【0016】尚上部ポンプ室2は単数としたが、更に上
下に分割した複数個で構成するようにしても良いし、ま
た側面部(周壁)の位置決め構造として、段差部を採用
したが、特に段差部とせずに当接端面にピン孔を穿設
し、連結部材として鋼鉄ピンなどを使用するなど他の任
意の手段を採用できるものである。
Although the upper pump chamber 2 is singular, the upper pump chamber 2 may be composed of a plurality of vertically divided parts, and a step portion is adopted as the positioning structure for the side surface portion (peripheral wall), but in particular, It is possible to adopt other arbitrary means such as forming a pin hole in the contact end surface instead of forming the step portion and using a steel pin or the like as the connecting member.

【0017】[0017]

【発明の効果】以上のように本発明は、プレキャスト形
成される埋設型ポンプ室を、予め上下に分割形成してな
るもので、設置工事に際して前記部材の吊り下げ重量が
軽減するので、工事現場には小型の吊り下げ機器の持ち
込みのみで良いし、また下部ポンプ室の設置後にポンプ
機器の設置を行うことで、前記機器の設置工事が従前工
事に比較して広い空間での作業となり、作業能率が向上
する等種々の利点を有している。
As described above, according to the present invention, the pre-cast buried pump chamber is divided into upper and lower parts in advance, and the weight of the hanging member is reduced during the installation work. It is only necessary to bring a small suspension device to the equipment, and by installing the pump equipment after installing the lower pump room, the installation work of the equipment will be a work in a wider space compared to the previous work, It has various advantages such as improved efficiency.

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

【図1】本発明の実施形態のポンプ室の全体斜視図。FIG. 1 is an overall perspective view of a pump chamber according to an embodiment of the present invention.

【図2】同ポンプ室構築過程の説明図(下部ポンプ室設
置)。
FIG. 2 is an explanatory diagram of the process of constructing the pump chamber (installation of the lower pump chamber).

【図3】同ポンプ室構築過程の説明図(ポンプ機器組み
込み)。
FIG. 3 is an explanatory view of the process of constructing the pump chamber (incorporating pump equipment).

【図4】同ポンプ室構築過程の説明図(完成状態)。FIG. 4 is an explanatory diagram (completed state) of the process of constructing the pump chamber.

【図5】従来のポンプ室構築状態の説明図。FIG. 5 is an explanatory diagram of a conventional pump chamber construction state.

【符号の説明】[Explanation of symbols]

1 下部ポンプ室 11 底面板 12 周壁 13 ポンプ設置台部 14 嵌合孔 15 排水孔 16 段差部 17 抉り部 2 上部ポンプ室 21 周壁 22 段差部 23 部 3 蓋体 31 本体 32 マンホール孔 33 マンホール蓋 a 井戸 b 空間 c 基礎材 d ポンプ機器 e 通水管 1 Lower Pump Chamber 11 Bottom Plate 12 Circumferential Wall 13 Pump Installation Base 14 Fitting Hole 15 Drainage Hole 16 Stepped Part 17 Grinding Part 2 Upper Pump Chamber 21 Circumferential Wall 22 Stepped Part 23 Part 3 Lid 31 Main Body 32 Manhole Hole 33 Manhole Cover a Well b space c foundation material d pump equipment e water pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 井戸上端部分の嵌合孔及びポンプ設置台
を備えたポンプ室底面部と、吐水管の挿通孔を設けた側
面部とからなる箱型ポンプ室を、予めコンクリートで製
出した底面部及び一部側面部を有する下部ポンプ室と、
両室の側面部のみからなる矩形枠状の単数若しくは複数
の上部ポンプ室とで構成すると共に、側面部の上下当接
箇所に適宜な位置決め構造を付設したことを特徴とする
埋設型ポンプ室。
1. A box-shaped pump chamber composed of a bottom face portion of a pump chamber provided with a fitting hole at an upper end portion of a well and a pump installation base and a side face portion provided with an insertion hole for a water discharge pipe is previously made of concrete. A lower pump chamber having a bottom surface and a partial side surface;
An embedded pump chamber characterized in that it is composed of a single or a plurality of upper pump chambers in the shape of a rectangular frame consisting of only the side face portions of both chambers, and an appropriate positioning structure is attached to the upper and lower abutting portions of the side face portions.
【請求項2】 井戸上端部分の嵌合孔及びポンプ設置台
を備えたポンプ室底面部と、吐水管の挿通孔を設けた側
面部とからなる箱型ポンプ室を、予めコンクリートで、
底面部と一部側面部とを有する下部ポンプ室と、側面部
からなる矩形枠状の単数若しくは複数の上部ポンプ室と
を製出しておき、井戸設置箇所の周囲のポンプ室埋設範
囲を掘削し、下部ポンプ室を所定位置に配置固定して、
ポンプ機器を設置し、しかる後上部ポンプ室を組み込ん
でポンプ室を構築することを特徴とする埋設型ポンプ室
の構築方法。
2. A box-shaped pump chamber consisting of a bottom face of a pump chamber provided with a fitting hole at the upper end of a well and a pump installation base, and a side face provided with a through hole for a water discharge pipe is made of concrete in advance.
A lower pump chamber having a bottom surface and a part of a side surface, and a rectangular frame-shaped single or a plurality of upper pump chambers each having a side surface are produced, and the buried area of the pump room around the well installation site is excavated. , Place and fix the lower pump chamber in place,
A method for constructing an embedded pump chamber, which comprises constructing a pump chamber by installing pump equipment and then incorporating an upper pump chamber.
JP07227475A 1995-08-11 1995-08-11 Buried pump room and construction method thereof Expired - Fee Related JP3143623B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07227475A JP3143623B2 (en) 1995-08-11 1995-08-11 Buried pump room and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07227475A JP3143623B2 (en) 1995-08-11 1995-08-11 Buried pump room and construction method thereof

Publications (2)

Publication Number Publication Date
JPH0953260A true JPH0953260A (en) 1997-02-25
JP3143623B2 JP3143623B2 (en) 2001-03-07

Family

ID=16861468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07227475A Expired - Fee Related JP3143623B2 (en) 1995-08-11 1995-08-11 Buried pump room and construction method thereof

Country Status (1)

Country Link
JP (1) JP3143623B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100885552B1 (en) * 2008-04-25 2009-02-26 청호 주식회사 Booster pump unit
CN111608195A (en) * 2020-06-01 2020-09-01 中国二十冶集团有限公司 Construction method for foundation of frame-structured water pump house

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100885552B1 (en) * 2008-04-25 2009-02-26 청호 주식회사 Booster pump unit
CN111608195A (en) * 2020-06-01 2020-09-01 中国二十冶集团有限公司 Construction method for foundation of frame-structured water pump house

Also Published As

Publication number Publication date
JP3143623B2 (en) 2001-03-07

Similar Documents

Publication Publication Date Title
WO2005017290A1 (en) Street light foundation
JPH0953260A (en) Buried type pump room and constructing method thereof
KR100413001B1 (en) A valve room struture and method of constructing valve room to make use of compositeness construction material
JP4083334B2 (en) Underground structure having arch roof and method for constructing the same
JPH08269984A (en) Construction of basement in outside waterproofing construction method
JP2927727B2 (en) Construction method of underground structure
KR100257083B1 (en) Dry method or rubber gasket apparatus of a pier of a bridge
CN112854198B (en) Construction method for treating old foundation of underground diaphragm wall
JP3776987B2 (en) Vertical shaft construction method using a manhole wall combined tubular body
KR200224758Y1 (en) Structure of caisson soil protection four concret caisson
JP2002061166A (en) Underground cavity filling method and filling bag
JP2576945B2 (en) Construction method of manhole combined sinking pit and cutting edge to promote sinking
CN216475130U (en) Basement well point dewatering device
JP3794097B2 (en) Construction method for underground structures
JP2985063B2 (en) Caisson prefabricated manhole and its construction method
JP3530128B2 (en) Composite waterproofing method for underground structures
JP4535480B2 (en) Removal method of underground structure
JP2003278165A (en) Drainage box for shallow sump
JPH01121414A (en) Excavation work of ground
JP2001323485A (en) Method of constructing underground structure
JPH02248527A (en) Constructing foundation structure
JPH10102790A (en) Repairing method of periphery of concrete structure
JPH0497021A (en) Construction of underground structure
JP4809741B2 (en) manhole
JPH09111740A (en) Method for constructing block submerged manhole and submerged block for manhole employed to said method

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees