JPS5934331A - Construction of sewage treatment facility - Google Patents

Construction of sewage treatment facility

Info

Publication number
JPS5934331A
JPS5934331A JP57145660A JP14566082A JPS5934331A JP S5934331 A JPS5934331 A JP S5934331A JP 57145660 A JP57145660 A JP 57145660A JP 14566082 A JP14566082 A JP 14566082A JP S5934331 A JPS5934331 A JP S5934331A
Authority
JP
Japan
Prior art keywords
construction
sewage treatment
floating structure
site
mound
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
Application number
JP57145660A
Other languages
Japanese (ja)
Inventor
Kosuke Shichi
志知 光佑
Takehiko Nakajo
武彦 中條
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP57145660A priority Critical patent/JPS5934331A/en
Publication of JPS5934331A publication Critical patent/JPS5934331A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To lessen the amount of civil construction operations on site for shortening the period of construction of the titled device by a method in which a floating structure is built up in a manufacturing place different from the construction site and sewage treatment facilities are installed on the floating structure. CONSTITUTION:Concrete is placed into a steel shell-type framework 2 manufactured in a manufacturing place 1 different from the construction site to form a floating structure 4. The floating structure 4 is floated on water, remaining concrete is placed into the structure 4, and a sewage treatment equipment 8 is installed on the structure 4. A foundation mound 10 is formed on the seabed as a construction site, and the structure 4 is delivered on the mound 10 and settled there. Therefore, the amount of operations on site can be lessened and troubles to accompany with noise and scenery can be eliminated.

Description

【発明の詳細な説明】 不発11Jは、海岸近くにド水処Hf!施設をつくる場
合Gこ適する下水処理施設の建造方法に関するものであ
る3、 従来、陸地に下水処理施設を建造する場合には、地面を
掘削して基礎を施工し、その後に下水処理施設を建造し
て地面を埋戻していた。
[Detailed Description of the Invention] The unexploded 11J was located near the coast at a water treatment facility Hf! 3. Conventionally, when constructing a sewage treatment facility on land, the ground is excavated and the foundation is constructed, and then the sewage treatment facility is constructed. The ground was then backfilled.

ところがpj!地に下水処理施設を建造するのは用地難
の問題があるため、海に而しているところでは海岸近く
の海面を使用して下水処理施設を建造する場合がある。
However, pj! Constructing sewage treatment facilities on land is problematic due to the lack of land, so in places located on the sea, sewage treatment facilities are sometimes constructed using the sea surface near the coast.

海岸近くの海面に下水処理施設を建造する場合、従来に
おいては海底地盤の上に埋立を行ない、次にこの埋立地
を掘削して基礎を施工し、その上に下水処理施設を建造
した後、埋立を埋戻していた。
When constructing a sewage treatment facility on the sea surface near the coast, conventionally, the reclaimed land is reclaimed on the seabed, the reclaimed land is then excavated and a foundation is constructed, and the sewage treatment facility is built on top of that. Landfill was being backfilled.

ところがこのような工事は海底地盤上の埋立に長期間を
要し、埋立のほかに掘削、建造、埋戻しという多くの現
地工事を行なわなければならないため、観光地などの場
合には騒音や景観など、環境上の不都合が多かった。
However, such construction requires a long period of time to fill up on the seabed, and in addition to the reclamation, a lot of on-site construction work such as excavation, construction, and backfilling must be carried out, which causes noise and scenery problems in tourist areas. There were many environmental inconveniences.

本発明はこのような現地における土木建設作業を少なく
して工期を短かくシ、海岸の騒音、景観の問題をなくす
ことを目的とし、建造箇所とは異なる製作場所において
浮上構造物を形成してこの中に下水処理機器を据(=J
げ、これを建造箇所となる基礎マウンド上に曳航して沈
設する下水処I’+! /M設の建造力θ、−に係るも
のである。
The present invention aims to reduce such on-site civil engineering construction work, shorten the construction period, and eliminate the problems of coastal noise and scenery, by forming floating structures at a manufacturing site different from the construction site. Install sewage treatment equipment in this (=J
The sewage facility I'+ will be towed onto the foundation mound where it will be constructed and submerged. /M construction force θ, -.

V(に本発明の一実施例を説明すると、下水処にI! 
MIL設を建造ずへ、き海岸からは船れている場所にあ
る既設造船所等の造船ドック、陸上のドックまたはスリ
ップウェイその他の製作場所(1)において第1図に示
すように鋼殻ケーソン等の鋼殻型枠(2)を製作し、こ
れを第2図に示すように鉄骨トラス(3)、鋼板等で補
強する。そして鋼殻型枠(2)内に配筋を行ない、又型
枠(2)の1・”1f11にはジャツギ等の沈設用機器
(9)を取4−Jc−jた後、一部J5たは全部のコン
クリートを1ノ設して浮上構造物をル成する。そしてこ
のf″?、−1−構造物を進水させて水上に浮1.させ
、第3図に示すように浮l。
To explain one embodiment of the present invention to V (I!
In order to avoid constructing MIL facilities, steel-shelled caissons are installed at shipbuilding docks at existing shipyards, land docks, slipways, and other manufacturing locations (1) located within a short distance from the coast, as shown in Figure 1. A steel shell formwork (2) is manufactured, and this is reinforced with steel trusses (3), steel plates, etc., as shown in Figure 2. Then, reinforcement was arranged inside the steel shell formwork (2), and after installing the sinking equipment (9) such as Jatsugi on 1/1f11 of the formwork (2), a part of J5 was installed. Or all the concrete is placed in one layer to form a floating structure.And this f″? ,-1- Launch the structure and float on the water1. and float it as shown in Figure 3.

+11/7造物(4)を岸壁(5)に係留し、浮1−構
造物(4)を水−1−(6)に浮−s二させたままコン
クリ−トポ°ンフ゛itε(7)1りを使用して岸上借
造Qk(4)の内部に残りのコンク’) −トラJ’J
’ +12し、沈澱池、エアレーションタンク、Iυ終
沈澱池労を形成し、ド水処理機器(8)を据(−JC−
Jる。そしてこの浮−I:構造物(4)を1・゛水処理
施設建造箇所へ曳航する。
+11/7 The structure (4) is moored to the quay (5), and while the structure (4) is floating on the water -1-(6), the concrete bridge (7)1 Using
+12, formed a sedimentation tank, aeration tank, Iυ final sedimentation tank, and installed water treatment equipment (8) (-JC-
Jru. Then, this Float-I: Structure (4) is towed to the 1. water treatment facility construction site.

一方、下水処理flil建設箇所となる地点の海底には
、第5図に示すように杭基礎、セル基礎、砂利基礎など
の基礎マウンド(10)を予め造成し“Cおく。そして
建造箇所まで曳航して来た浮−1,構造物(4)は、水
バラスト水(II)等を投入するか、または海面の干満
差を利用して基礎マウン白10) 、Jに沈1没する。
On the other hand, as shown in Figure 5, a foundation mound (10) such as a pile foundation, a cell foundation, or a gravel foundation is prepared in advance on the seabed at the site where the sewage treatment flil will be constructed. Float-1 and structure (4) that have been brought down will be submerged in the foundation mound 10) by adding water ballast water (II) or by using the tidal difference in the sea surface.

予め浮−1ユ構造物(4)の下面には、クリヤラン調整
IIIとしてジヤツキ等の沈設用機?H(9)が取すイ
・jりられているので、沈設された浮Jl構造物(4)
の底面とり、(礎マウンド(10)との間には空間が形
成されるので、この空間には第6図に示す、rうにモル
タル(+2)を注入し、モルタル(12)が硬化した後
は、モルタル(12)によって浮」4構造物(4)の全
荷重をノ、(礎マウンド(10)に負荷させるように、
する。
In advance, a sinking machine such as a jack is placed on the underside of the floating structure (4) as a clear run adjustment III. Since H (9) has been lifted, the floating Jl structure (4) has been sunk.
A space is formed between the bottom surface of the base mound (10) and the mortar (+2) shown in Figure 6 is injected into this space, and after the mortar (12) has hardened. is floated by the mortar (12) so that the entire load of the structure (4) is applied to the foundation mound (10),
do.

沈1投した浮上構造物(4)には下水流入管03)、放
流管(1ωを接続して下水を流入させ、下水機能を発揮
させる。地震または波力による水平力に対しては、水バ
ラスト、盛土θ4)その他の荷11′cによって抵抗さ
せる。
The sewage inflow pipe 03) and the discharge pipe (1ω) are connected to the submerged floating structure (4) to allow sewage to flow in and perform the sewage function. Resistance is provided by ballast, embankment θ4) and other loads 11'c.

これによって海岸近くの海面に、下水処理施設の建造が
完成する。
This will complete the construction of a sewage treatment facility on the sea surface near the coast.

本発明は下水処理施設の本体となる浮上構造物は建造箇
所とは異なる製作場所において製作した後これを建造箇
所に曳航し、建造箇所においては基礎マウンドの造成と
曳航されて来た浮上も1η造物の沈設とを行なうだけで
あるので、工期が早くなると共に建造箇所における作業
を少なくして騒音、景観の問題を力((りずことができ
る効果がある。
In the present invention, the floating structure that is the main body of the sewage treatment facility is manufactured at a manufacturing location different from the construction location, and then towed to the construction location. At the construction location, the foundation mound is created and the towed floating structure is Since it is only a matter of sinking the structure into the ground, the construction period is shortened and the amount of work required at the construction site is reduced, which has the effect of eliminating noise and landscape problems.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は鋼殻型枠を製作する状態を示す縦断面図、第2
図は鋼殻型枠に補強を施した状態を示す斜視図、第3図
ないし第61図(才建造の1偵序を示ず縦断面図である
。 (1)・・・製作場所、(2)・・・鋼殻型枠、(4)
・・・C?−1、構造物、(8)・・・下水処JJJi
機器、flO+・基礎マウンド。
Figure 1 is a vertical cross-sectional view showing the state in which the steel shell formwork is manufactured, Figure 2
The figures are perspective views showing the reinforced steel shell formwork, and Figures 3 to 61 (vertical cross-sectional views, not showing the layout of the construction. (1) Manufacturing location, ( 2)...Steel shell formwork, (4)
...C? -1.Structures, (8)...Sewage treatment JJJi
Equipment, flO+/basic mound.

Claims (1)

【特許請求の範囲】[Claims] 1)建造箇所とは異なる製作場所において鋼殻型枠を製
作し、該鋼殻型枠内にコンクリートを打設して浮上構造
物を形成し、該浮上構造物を水−にに浮上させて該浮上
構造物内に残りのコンクリートを打設し、下水処理機器
を据イーJljz建造箇所となる海底に基礎マウンドを
造成した後前記浮上構造物を前記マウンド上に曳航し、
基礎マウンド上に浮−1−構造物を沈設することを特徴
とする下水処理施設の建造方法。
1) Fabricate a steel shell formwork at a manufacturing location different from the construction site, pour concrete into the steel shell formwork to form a floating structure, and float the floating structure on water. After placing the remaining concrete within the floating structure and creating a foundation mound on the seabed where the sewage treatment equipment will be installed, the floating structure is towed onto the mound;
A method for constructing a sewage treatment facility, characterized by sinking a floating structure on a foundation mound.
JP57145660A 1982-08-23 1982-08-23 Construction of sewage treatment facility Pending JPS5934331A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57145660A JPS5934331A (en) 1982-08-23 1982-08-23 Construction of sewage treatment facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57145660A JPS5934331A (en) 1982-08-23 1982-08-23 Construction of sewage treatment facility

Publications (1)

Publication Number Publication Date
JPS5934331A true JPS5934331A (en) 1984-02-24

Family

ID=15390140

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57145660A Pending JPS5934331A (en) 1982-08-23 1982-08-23 Construction of sewage treatment facility

Country Status (1)

Country Link
JP (1) JPS5934331A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0190847U (en) * 1987-11-30 1989-06-14
JPH02194215A (en) * 1989-01-20 1990-07-31 Masateru Niimura Underwater structure and construction method thereof
JPH0476120A (en) * 1990-07-18 1992-03-10 Kajima Corp Ocean structure for shipment of general waste
JP2016180248A (en) * 2015-03-24 2016-10-13 五洋建設株式会社 Tow apparatus and tow method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0190847U (en) * 1987-11-30 1989-06-14
JPH02194215A (en) * 1989-01-20 1990-07-31 Masateru Niimura Underwater structure and construction method thereof
JPH0476120A (en) * 1990-07-18 1992-03-10 Kajima Corp Ocean structure for shipment of general waste
JP2016180248A (en) * 2015-03-24 2016-10-13 五洋建設株式会社 Tow apparatus and tow method

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