JPS6130488A - Method of constructing excreta disposal facility - Google Patents
Method of constructing excreta disposal facilityInfo
- Publication number
- JPS6130488A JPS6130488A JP15336784A JP15336784A JPS6130488A JP S6130488 A JPS6130488 A JP S6130488A JP 15336784 A JP15336784 A JP 15336784A JP 15336784 A JP15336784 A JP 15336784A JP S6130488 A JPS6130488 A JP S6130488A
- Authority
- JP
- Japan
- Prior art keywords
- human waste
- floating structure
- caisson
- waste treatment
- treatment facility
- 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.)
- Pending
Links
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、建造すべき場所における多くの問題を解決で
きるようにした、し尿処理施設の建造方法に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method of constructing a human waste treatment facility, which makes it possible to solve many problems in the construction site.
従来、し尿処理施設を建造する場合には、第9図に示す
ように建造すべき場所の地面(、)を掘削して基礎(b
]を施工し、基礎(6)上にし尿処理施設(’c)を建
設するのが一般の建造方法であった。Conventionally, when building a human waste treatment facility, as shown in Figure 9, the ground (,) at the site where the construction is to be carried out is excavated and the foundation (b) is built.
], and the human waste treatment facility ('c) was constructed on the foundation (6).
し尿処理施設(c)の内部には、し尿受入槽(d)、汚
泥貯溜槽(1)、ポンプ室(f)、焼却室(g)等があ
って、処理された水は図示しない放流渠を通じて放流さ
れていた。Inside the human waste treatment facility (c), there are a human waste receiving tank (d), a sludge storage tank (1), a pump room (f), an incineration room (g), etc., and the treated water is sent to a discharge culvert (not shown). It was being released through.
ところで、このようなし尿処理施設を建造する場合、従
来においては地域住民の反対や地価暴騰のため用地を確
保することが難しく、都市の郊外に建造されることが多
かった。そのため着工が遅れて処理施設が完成して機能
を発揮するまでの工期が長くなり、又、し尿の運搬距離
も長くガってし尿処理受持区域は限定され、広域的な解
決にはならなかった。By the way, in the past, when building such human waste treatment facilities, it was difficult to secure land due to opposition from local residents and skyrocketing land prices, so they were often built on the outskirts of cities. As a result, the start of construction was delayed, which lengthened the construction period until the treatment facility was completed and fully operational.Also, the distance for transporting human waste was long, and the area for handling human waste was limited, making it impossible to achieve a wide-area solution. Ta.
本発明は、現地における公害に関する紛争を少なくして
地域住民の反対をさけ、現地における建設工事を少なく
して騒音等の問題をなくし、工期を早くすると共に現地
懸案事項を解決しながら着工できるようにし、陸上の用
地難を解決し、移動可能な施設として複数箇所の地域の
用途に供することができる。し尿処理施設の建造方法を
提供するものである。The present invention reduces disputes related to pollution on site to avoid opposition from local residents, reduces construction work on site to eliminate problems such as noise, speeds up the construction period, and allows construction to begin while resolving local concerns. It can be used as a movable facility to serve multiple regional purposes, solving the problem of land-based land. A method for constructing a human waste treatment facility is provided.
本発明は、し尿処理施設の建造すべき場所とは異なる製
作場所でケーソンを製作し、このケーソンを浮上させて
浮上構造物を形成し、この浮上構造物内にし尿処理用機
器を据付けた後、し尿処理施設の建造すべき場所に曳航
して係留するし尿処理施設の建造方法としたものである
。The present invention manufactures a caisson at a manufacturing location different from the location where the human waste treatment facility is to be constructed, floats this caisson to form a floating structure, and installs human waste processing equipment within this floating structure. , a method of constructing a human waste treatment facility in which the vessel is towed and moored to the site where the human waste treatment facility is to be constructed.
本発明は、し尿処理施設の建造すべき場所とは異なるド
ッグ等の製作場所でケーソンを製作し、これを浮上させ
て浮上構造物にしてし尿処理用機器を据付けた後、建造
すべき場所に曳航して係留し、し尿処理施設として完成
するととになる。In the present invention, a caisson is manufactured at a manufacturing site different from the site where the human waste treatment facility is to be constructed, and the caisson is floated to form a floating structure and the human waste treatment equipment is installed. It will be towed and moored, and will become a human waste treatment facility when it is completed.
以下、本発明の実施例を図面を参照して説明する。ノ
第1図に示すように、造船ドック(1)又は陸上のドッ
ク又はスリップウェイ等に盤木(2)を並べ、鋼殻ケー
ソン(3)を組立てる。この造船ドック(1)は、し尿
処理施設を建造場所とは異なる造船所等に設置されてい
るものである。Embodiments of the present invention will be described below with reference to the drawings. As shown in Fig. 1, planks (2) are lined up at a shipbuilding dock (1), an onshore dock, a slipway, etc., and a steel shell caisson (3) is assembled. This shipbuilding dock (1) has a human waste treatment facility installed at a shipyard or the like different from the construction site.
鋼殻ケーソン(3)は、隔壁(4)又は鉄骨で補強し、
浮力タンク(5)を設け、必要に応じて底板コンクリー
ト(6)等の一部のコンクリートを打設し、係留用ボラ
ード(7)、係留用ウィンチ(8)等のvan品を取付
ける。The steel shell caisson (3) is reinforced with bulkheads (4) or steel frames,
A buoyancy tank (5) is installed, and if necessary, some concrete such as the bottom plate concrete (6) is poured, and van items such as mooring bollards (7) and mooring winches (8) are installed.
このようにして浮上構造物が形成されると進水させた後
、第2図に示すようにこの浮上構造物(9)を岸壁Q0
に係留し、浮上構造物(9)を浮上させたまま、し尿処
理施設として必要な、し風受入槽αη、ポンプ室@、沈
でん槽a3、ばつ気槽α菊、攪拌槽(ト)等、各種をコ
ンクリートポンプ車(至)からのコンクIJ −ト打設
によって作った後、し尿処理用機器として、ポンプ、焼
却炉、電気集じん器αη等を据付け、さらに甲板に上屋
(至)、管理室DI、煙突(イ)等を取付ける。After the floating structure is formed in this way and launched into the water, the floating structure (9) is placed on the quay Q0 as shown in Figure 2.
While the floating structure (9) remains floating, the air receiving tank αη, pump room @, sedimentation tank A3, aeration tank α Kiku, stirring tank (G), etc. necessary for the human waste treatment facility are installed. After making various types of concrete by pouring concrete from a concrete pump truck, we installed pumps, incinerators, electrostatic precipitators αη, etc. as human waste treatment equipment, and then built a shed on the deck. Install the control room DI, chimney (a), etc.
このようにして、し尿処理用機器を据付けた浮上構造物
(9)を、第3図に示すように曳船Qυでし尿処理施設
の建造現場まで曳航し、第4図に示すような海上の建造
現場において、チェーン(イ)とコンクリートアンカー
翰又はスチールアンカーとによって浮上構造物(9)を
係留すると、この浮上構造物(9)は、し尿処理施設と
して使用できることになる。し尿は運搬船(ハ)で各地
より運搬されてポンプで浮上構造物(9)内に受入れら
れ、処理された後、土砂、雑物、汚泥等は焼却し、浄化
水は海に放流する。In this way, the floating structure (9) with the human waste treatment equipment installed is towed by the tugboat Qυ as shown in Figure 3 to the construction site of the human waste treatment facility, and the floating structure (9) with the human waste treatment equipment installed is towed to the construction site of the human waste treatment facility as shown in Figure 4. If the floating structure (9) is moored at the site with a chain (a) and a concrete anchor or steel anchor, this floating structure (9) can be used as a human waste treatment facility. Human waste is transported from various locations by transport ships (c), received by pumps into the floating structure (9), and treated, after which the earth, sand, miscellaneous matter, sludge, etc. are incinerated, and the purified water is discharged into the sea.
このし尿処理用の浮上構造物(9)は、必要に応じて曳
船Q℃(第3図参照)で曳航し、所要のし尿処理区域に
移動して各地のし尿処理機能を発揮することが出来る。This floating structure for human waste disposal (9) can be towed by a tugboat Q°C (see Figure 3) as needed and moved to the required human waste processing area to perform the human waste processing function in each region. .
浮力タンク(5)は浮上構造物(9)の外周に、必要が
あれば底面にも設け、浮上構造物(9)全体に浮力を与
えると同時に、浮上構造物(9)の傾斜を調整するため
、バラスト水を適当に入れることが出来るようになって
いる。The buoyancy tank (5) is provided on the outer periphery of the floating structure (9), and also on the bottom if necessary, to provide buoyancy to the entire floating structure (9) and at the same time adjust the inclination of the floating structure (9). Therefore, ballast water can be filled appropriately.
上述の実施例は造船ドック(1)で鋼殻ケーソン(3)
を組立てる方法であるが、ケーソンとしては必ずしも鋼
殻である必要はなく、第5図に示すように底面(イ)、
側面−の°5面を鉄筋コンクリートで製作し、側面(ホ
)には浮上させた場合の必要な高さを確保し、さらに浮
上時の強度上必要最小限のコンクリート梁(ロ)を打設
して鉄筋コンクリートケーソンに)を製作し、第2図な
いし第4図に示した順序で、し尿処理施設として使用で
きる浮上構造物(9)を完成させることもできる。The above embodiment is a shipbuilding dock (1) with a steel shell caisson (3)
However, the caisson does not necessarily have to have a steel shell, and as shown in Figure 5, the bottom (a),
The side (-) side is made of reinforced concrete, the side (e) is secured with the required height when levitating, and the minimum necessary concrete beams (b) are placed for strength during levitation. A floating structure (9) that can be used as a human waste treatment facility can also be completed in the order shown in Figures 2 to 4 by fabricating a reinforced concrete caisson.
現地に曳航した浮上構造物(9)を係留する場合にも、
第4図に示すようなチェーン翰、コンクリートアンカー
(2)を使用せずに、第6図、第7図に示すように岸壁
−に設けた金具(至)によって係留したり、第8図に示
すように岸壁−に設けたゴムの吸面板Opによって係留
することも出来る。Also when mooring a floating structure (9) towed to the site,
Instead of using chain shackles and concrete anchors (2) as shown in Fig. 4, mooring can be done with metal fittings (to) installed on the quay as shown in Figs. 6 and 7, or as shown in Fig. 8. As shown, it can also be moored using a rubber suction plate Op installed on the quay.
本発明は、し尿処理施設の建造すべき場所とは異なるド
ック等の製作場所でケーソンを製作し、これを浮上させ
て、し尿処理用機器を据付けるので、建造すべき場所に
おいては騒音の問題がなく、現地懸案事項を解決しなが
ら、同時に製作場所での工事を進゛めて工期を早くする
ことが出来、建造場所における公害に関する紛争を少な
くして地域住民の反対をさけることが出来、陸上の用地
難を解決すると共に、移動可能なし尿処理施設として複
数箇所の地域の用途に供することが出来る。In the present invention, the caisson is manufactured at a manufacturing location such as a dock that is different from the location where the human waste treatment facility is to be constructed, and the caisson is floated to install the human waste treatment equipment, so there is a noise problem at the location where the human waste treatment facility is to be constructed. This makes it possible to resolve local concerns while at the same time proceeding with construction work at the production site to speed up the construction period, reduce disputes regarding pollution at the construction site, and avoid opposition from local residents. In addition to solving the land shortage, it can be used as a movable human waste treatment facility in multiple areas.
第1図ないし第4図は本発明方法の一実施例の工程を示
す側面図、第5図はケーソンの他の実施例の斜視図、第
6図は係留方法の他の実施例の平面図、第7図は第6図
の側面図、第8図は係留方法のさらに他の実施例の平面
図、第9図は従来のし尿処理施設の側面図である。
(1)は造船ドック、(3)は鋼殻ケーソン、(5)は
浮力タンク、(9)は浮上構造物、α力はし尿受入槽、
亜はポンプ室、a3は沈でん槽、(M)はばつ気槽、α
篩は攪拌槽、α力は電気集じん器、Qカは曳船、に)は
チェーン、翰はコンクリートアンカー、翰は鉄筋コンク
リートケーソン、翰は岸壁、(1)は金具、eカは吸面
板を示す。1 to 4 are side views showing the steps of one embodiment of the method of the present invention, FIG. 5 is a perspective view of another embodiment of the caisson, and FIG. 6 is a plan view of another embodiment of the mooring method. , FIG. 7 is a side view of FIG. 6, FIG. 8 is a plan view of still another embodiment of the mooring method, and FIG. 9 is a side view of a conventional human waste treatment facility. (1) is a shipbuilding dock, (3) is a steel shell caisson, (5) is a buoyancy tank, (9) is a floating structure, α force is a human waste receiving tank,
Sub is the pump room, a3 is the settling tank, (M) is the aeration tank, α
The sieve is a stirring tank, α is an electrostatic precipitator, Q is a tugboat, ni) is a chain, kan is a concrete anchor, kan is a reinforced concrete caisson, kan is a quay, (1) is a metal fitting, and e is a suction plate. .
Claims (1)
でケーソンを製作し、該ケーソンを浮上させて浮上構造
物を形成し、該浮上構造物内にし尿処理用機器を据付け
た後、し尿処理施設の建造すべき場所に曳航して係留す
ることを特徴とするし尿処理施設の建造方法。1) Manufacture a caisson at a manufacturing location different from the location where the human waste treatment facility is to be constructed, float the caisson to form a floating structure, install human waste processing equipment within the floating structure, and then construct the human waste treatment facility. A method for constructing a human waste treatment facility, which comprises towing and mooring the facility to a location where the treatment facility is to be constructed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15336784A JPS6130488A (en) | 1984-07-24 | 1984-07-24 | Method of constructing excreta disposal facility |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15336784A JPS6130488A (en) | 1984-07-24 | 1984-07-24 | Method of constructing excreta disposal facility |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6130488A true JPS6130488A (en) | 1986-02-12 |
Family
ID=15560901
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15336784A Pending JPS6130488A (en) | 1984-07-24 | 1984-07-24 | Method of constructing excreta disposal facility |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6130488A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63114897U (en) * | 1987-01-20 | 1988-07-23 | ||
CN104164885A (en) * | 2014-08-06 | 2014-11-26 | 中国海洋石油总公司 | Caisson towing method |
-
1984
- 1984-07-24 JP JP15336784A patent/JPS6130488A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63114897U (en) * | 1987-01-20 | 1988-07-23 | ||
CN104164885A (en) * | 2014-08-06 | 2014-11-26 | 中国海洋石油总公司 | Caisson towing method |
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