Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0235184B2 - - Google Patents
[go: Go Back, main page]

JPH0235184B2 - - Google Patents

Info

Publication number
JPH0235184B2
JPH0235184B2 JP59082697A JP8269784A JPH0235184B2 JP H0235184 B2 JPH0235184 B2 JP H0235184B2 JP 59082697 A JP59082697 A JP 59082697A JP 8269784 A JP8269784 A JP 8269784A JP H0235184 B2 JPH0235184 B2 JP H0235184B2
Authority
JP
Japan
Prior art keywords
pipe
water
suction pipe
suction
frame
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.)
Expired - Lifetime
Application number
JP59082697A
Other languages
Japanese (ja)
Other versions
JPS60227085A (en
Inventor
Shotaro Yonezaki
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 JP59082697A priority Critical patent/JPS60227085A/en
Publication of JPS60227085A publication Critical patent/JPS60227085A/en
Publication of JPH0235184B2 publication Critical patent/JPH0235184B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Description

【発明の詳細な説明】 この発明は、たとえば海や湖などの水底に配管
されているパイプヤードなどの導水管における沖
側の端部に接合する吸込管の配管方法に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of piping a suction pipe to be connected to the offshore end of a water pipe in a pipe yard or the like that is piped to the bottom of an ocean or a lake, for example.

従来、海や湖などの水底にパイプ単体を接続し
た後に沈降定置することによつて配管されたパイ
プヤードの沖側の端部に吸込管を接合する場合、
第10図に示すようにパイプヤードなどの導水管
40の先端開口部近傍の水底を堀削して凹部aを
形成し、その凹部aに栗石bなどを敷設して基礎
面を構築し、然る後に第11図に示すような起重
機船41に吸込管42を積み込んで所定水域まで
運搬し、この吸込管42を同図のように起重機で
吊り上げて徐々に水中に沈降させ、第12図に示
すように吸込管42を吊り上げた状態で導水管4
0に接合し、土を凹部aに埋め戻して吸込管40
を吸込口42aが土面から上方に突出した状態に
埋設して定置し、つぎに、標識灯架台(図示せ
ず)を同様に起重機で吊り上げて水中に沈降さ
せ、吸込管42に対応させて定置固定させてい
た。
Conventionally, when connecting a suction pipe to the offshore end of a pipe yard, which was installed by connecting a single pipe to the bottom of the sea or lake and then settling it,
As shown in FIG. 10, the bottom of the water near the opening at the tip of the water conduit 40 in a pipe yard or the like is excavated to form a recess a, and a foundation surface is constructed by laying chestnut b or the like in the recess a. After that, the suction pipe 42 is loaded onto a hoist boat 41 as shown in FIG. 11 and transported to a designated water area, and the suction pipe 42 is hoisted by a hoist as shown in the same figure and gradually submerged in the water, as shown in FIG. 12. As shown, with the suction pipe 42 lifted up, the water conduit pipe 4
0, backfill the recess a with soil, and install the suction pipe 40.
is buried and set in place with the suction port 42a protruding upward from the soil surface, and then a marker light mount (not shown) is similarly hoisted up using a hoist and lowered into the water, so as to correspond to the suction pipe 42. It was fixed in place.

しかしながら、上記の方法によると、基礎面の
構築に際し水底を相当に堀削して凹部aを形成し
たのちに多数箇の栗石bを水平になるよう敷設す
るのに長期間を要し、また重量の大きい吸込管4
2を水中で吊り上げながら導水管40に接合しか
つ水平に保持する作業が困難であり、極めて作業
性が悪い上に、吸込管42と標識灯架台とを個別
に設置している点と相候つて施工が長期間となる
ので経費が高くつく。しかも、大口径で重量の大
きい吸込管42を起重機船41で所定水域まで運
搬するには、吊り降しに大型の起重機船41を必
要とするが、このような船41は地理的条件から
限定され、また深度の小さい湖沼においては大型
の起重機船41を使用できないから、湖沼におい
ては大口径の吸込管42の設置は困難を極めると
云つた重大な問題点がある。
However, according to the above method, when constructing the foundation surface, it takes a long time to excavate the water bottom considerably to form the concave part a, and then lay a large number of chestnut stones b horizontally, and it is also heavy. Large suction pipe 4
2 is difficult to connect to the water conduit pipe 40 while holding it horizontally while hoisting it in the water, and the work efficiency is extremely low.This problem is also compounded by the fact that the suction pipe 42 and the marker light stand are installed separately. The cost is high because the construction takes a long time. Moreover, in order to transport the suction pipe 42, which has a large diameter and a large weight, to a predetermined water area using the hoist ship 41, a large hoist ship 41 is required for lifting, but such a ship 41 is limited due to geographical conditions. Furthermore, there is a serious problem in that it is extremely difficult to install a large-diameter suction pipe 42 in lakes and marshes because a large hoist boat 41 cannot be used in lakes and marshes with small depths.

この発明は、上記従来の欠点に鑑みなされたも
ので、吸込管をあらかじめ枠体内に固定するとと
もに枠体の上端の各開口部および吸込管の開口部
を封止して、この装置全体の浮力を利用して水面
に浮遊状態で曳航することによつて、作業性がよ
く、経済的に施工でき、しかも大口径で重量が大
きい吸込管をも小型起重機船で運搬できる吸込管
の配管方法を提供することを目的とするものであ
る。
This invention was made in view of the above-mentioned conventional drawbacks, and the suction pipe is fixed in advance within the frame, and each opening at the upper end of the frame and the opening of the suction pipe are sealed, thereby reducing the buoyancy of the entire device. We developed a suction pipe piping method that is easy to work with, can be constructed economically by towing it floating on the water surface, and can also transport large-diameter and heavy suction pipes with a small hoist ship. The purpose is to provide

以下、この発明の実施例を図面にしたがつて説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

第1図および第1図のA−A′線断面を示した
第2図において、1は8本の円管状支柱、2は支
持杆を示し、各支柱1を直立状態にして同一円上
に一定間隔に配列するとともに、隣接する各2本
の支柱1間および対向する各2本の支柱1間にそ
れぞれ支持杆2を横架し、さらに補強杆3を傾斜
状態で支柱1と支持杆2との間に架設して補強
し、枠体4を構成する。この場合、支持杆2およ
び補強杆3のうち下部のものは軽量なパイプを用
いる。そして、枠体4の各支柱1の上端開口部
を、後述する構成により蓋板5を装着して封止す
る。
In Fig. 1 and Fig. 2, which shows a cross section taken along the line A-A' in Fig. 1, 1 indicates eight circular tubular struts, and 2 indicates a support rod. The support rods 2 are arranged at regular intervals, and the support rods 2 are horizontally hung between each two adjacent columns 1 and between each two opposing columns 1, and the reinforcing rods 3 are arranged in an inclined state between the columns 1 and 2. The frame body 4 is constructed by constructing and reinforcing the frame between the two. In this case, a lightweight pipe is used for the lower part of the support rod 2 and the reinforcing rod 3. Then, the upper end opening of each support column 1 of the frame body 4 is sealed by attaching a cover plate 5 with a structure described later.

つぎに、T字管からなる吸込管6を上記の枠体
4内の下部にボルト7により固定する。この時、
吸込管6はその接続口6aを枠体4の外部に突出
させた状態で取付ける。そして、吸込管6の枠体
4への取付け後もしくは取付け前において、T字
管からなる吸込管6の一方の開口部に止水板8を
溶接により固着して該開口部を封止し、他方の開
口部である接続口6aに、一部に抜脱用フランジ
部が形成された止水板9を後述する第7図のよう
に抜脱可能状態に各在させて継足短管10を接合
し、上記止水板9で接続口6aを封止する。
Next, the suction pipe 6 made of a T-shaped tube is fixed to the lower part of the frame 4 with bolts 7. At this time,
The suction pipe 6 is attached with its connection port 6a protruding outside the frame 4. After or before attaching the suction pipe 6 to the frame 4, a water stop plate 8 is fixed by welding to one opening of the suction pipe 6 made of a T-shaped pipe to seal the opening. At the other opening, which is the connection port 6a, a water stop plate 9, in which a flange for removal is formed in a part, is disposed in a removable state as shown in FIG. 7, which will be described later. are joined, and the connection port 6a is sealed with the water stop plate 9.

吸込管6を枠体4に取り付けたならば、枠体4
における吸込管6の上方の吸込口6bの上方位置
に、連通管11を4本のガイドレール12によつ
て上下動自在に取り付け、その後、この連通管1
1を下動させてその下端開口部を吸込管6の吸込
口6bに気密に接合固定し、この連通管11の上
端開口部には、空気弁13および標識灯14を装
着した蓋体15を取り付け、空気弁13を全閉状
態にして蓋体15で上記の上端開口部を気密に封
止する。そして、吸込管6と連通管11との連結
部分にスクリーン16を外嵌し、且つUボルト1
7を締め付けて支持杆2に固定し、このスクリー
ン16内に、第4図および第9図に示すように、
外側周面に多数個の噴射ノズル29が放射状に設
けられた環状の送水管30を上下二段に設置する
とともに、スクリーン16上に高圧水中ポンプ3
1を設置し、且つ給水管32でポンプ31と両送
水管30とを連通接続する。
Once the suction pipe 6 is attached to the frame 4, the frame 4
A communicating pipe 11 is attached to a position above the suction port 6b above the suction pipe 6 in a vertically movable manner by means of four guide rails 12, and then this communicating pipe 1
1 is lowered and its lower end opening is hermetically joined and fixed to the suction port 6b of the suction pipe 6, and the upper end opening of this communication pipe 11 is fitted with a lid body 15 equipped with an air valve 13 and a marker light 14. After installation, the air valve 13 is fully closed and the upper end opening is hermetically sealed with the lid 15. Then, a screen 16 is fitted onto the connecting portion between the suction pipe 6 and the communication pipe 11, and the U bolt 1 is
7 is tightened and fixed to the support rod 2, and inside this screen 16, as shown in FIGS. 4 and 9,
An annular water pipe 30 with a large number of injection nozzles 29 radially provided on the outer circumferential surface is installed in two stages, upper and lower, and a high-pressure submersible pump 3 is installed on the screen 16.
1 is installed, and the pump 31 and both water supply pipes 30 are connected through a water supply pipe 32.

上記のように組立てた枠体4を、第3図に1点
鎖線で示すように2台のトラツククレーンで相吊
りして水中へ吊り降した後、第3図に示すように
台船起重機で吊り上げて水面に浮遊させ、この状
態で引船により所定水域まで曳航する。この場
合、各支柱1の上端開口部および吸込管の二方並
びに連通管11の上端開口部を何れも上述のよう
に気密に封止してあるから、大きな浮力が作用
し、吸込管6が大口径のものであつても小型の起
重機船で十分に曳航できる。
The frame body 4 assembled as described above is suspended by two truck cranes and lowered into the water as shown by the dashed line in FIG. It will be hoisted up and suspended on the water surface, and in this state it will be towed by a tugboat to a designated area of water. In this case, since the upper end opening of each strut 1 and both sides of the suction pipe and the upper end opening of the communication pipe 11 are hermetically sealed as described above, a large buoyant force acts, and the suction pipe 6 Even large diameter vessels can be towed sufficiently by a small hoist ship.

所定水域に到着したならば、吊り上げワイヤロ
ープを弛め、吸込管6等を枠体4に固定してなる
組立体を徐々に沈降させ、第4図に示すように、
あらかじめ配管された導水管18の沖側の先端部
近傍の水底に前もつて堀削してある浅い凹部19
に設置させ、潜水夫によつて継足短管10を導水
管18の先端開口部に衆知の継輪20で伸縮およ
び屈曲可能状態に連結し、吸込管6が水平状態に
なるよう各支柱1を位置決めして据付ける。この
作業は、枠体4および吸込管6が大きな浮力の作
用により任意方向に容易に可動するから、従来に
比し確実且つ迅速に行なえる。この時、支柱1お
よび連通管11の上部が水面上に突出する。
Upon arrival at the designated water area, the lifting wire rope is loosened, and the assembly consisting of the suction pipe 6 and the like fixed to the frame 4 is gradually lowered, as shown in Fig. 4.
A shallow recess 19 previously excavated in the water bottom near the offshore tip of the water conduit 18 installed in advance.
A diver connects the short joint pipe 10 to the opening at the tip of the water conduit pipe 18 with a well-known joint ring 20 so that it can be expanded, contracted and bent, and each support 1 is connected so that the suction pipe 6 is in a horizontal state. Position and install. This work can be performed more reliably and quickly than in the past since the frame body 4 and the suction pipe 6 can be easily moved in any direction due to the action of large buoyancy. At this time, the upper parts of the strut 1 and the communication pipe 11 protrude above the water surface.

つぎに、第5図に示すように、各支柱1の蓋板
5を取り外して起重機船もしくは台船上に一時仮
置きし、支柱1内にその上端開口部から防護杭2
1を挿入し、この防護杭21をバイブロハンマー
により所定深さまで水底に打ち込むことによつ
て、枠体4および吸込管6を所定位置に固定す
る。8本の支柱1に対して8本の防護杭21の打
設が全て完了すれば、支柱1の上端から突出して
いる各防護杭21の上端部を水準測定によつて所
定の高さに切り揃え、仮置きしている8個の蓋板
5を再び各支柱1の上端に装着する。この装着作
業を詳説すると、8個の蓋板5はH鋼からなる天
端連結枠22に支柱1の配列状態に対応して環状
に配されかつ一体に固着されており、さらに、第
6図に示すように、各蓋板5の下面には短管23
の上端面が溶接により固着されて短管23の上端
開口部が気密に封止されており、短管23の下端
開口縁にはルーズフランジ24が回動自在に装設
された構成になつている。そして、天端連結枠2
2を吊り上げて各短管23を防護杭21の上端部
に被冠し、支柱1の上端開口面に接合させて固定
する。その時、ルーズフランジ24を回動させる
ことによつて、ルーズフランジ24と支柱1の上
端縁の取付用フランジ1aとの相互のボルト孔を
容易に合致させることができ、ボルト孔が合致し
たならば、支柱1を起重機またはチエーンブロツ
ク等により吊り上げるようにしてルーズフランジ
24と支柱1の取付用フランジ1aとを、パツキ
ン24を介在させて確実に接合させ、ボルト(図
示せず)を締付けることにより、8個の蓋板5を
各支柱1に固着して施蓋する。
Next, as shown in FIG. 5, the cover plate 5 of each column 1 is removed and temporarily placed on a hoist or barge, and the protective pile 2 is inserted into the column 1 through its upper opening.
1 and drive this protective stake 21 into the water bottom to a predetermined depth with a vibrohammer, thereby fixing the frame 4 and the suction pipe 6 in a predetermined position. When the driving of all eight protective piles 21 for the eight pillars 1 is completed, the upper end of each protective pile 21 protruding from the upper end of the pillar 1 is cut to a predetermined height by level measurement. The eight lid plates 5 which have been aligned and temporarily placed are again attached to the upper end of each support column 1. To explain this installation work in detail, the eight cover plates 5 are arranged in a ring shape in accordance with the arrangement of the columns 1 on the top connecting frame 22 made of H steel and are fixed integrally, and further, as shown in FIG. As shown in FIG.
The upper end surface of the short pipe 23 is fixed by welding to airtightly seal the upper end opening of the short pipe 23, and a loose flange 24 is rotatably installed at the lower end opening edge of the short pipe 23. There is. And the top connecting frame 2
2 is lifted up, each short pipe 23 is placed on the upper end of the protection pile 21, and is joined to the upper end opening surface of the support post 1 and fixed. At that time, by rotating the loose flange 24, the bolt holes of the loose flange 24 and the mounting flange 1a on the upper edge of the support column 1 can be easily matched, and once the bolt holes are matched, , by hoisting the column 1 with a hoist or chain block, etc., and firmly joining the loose flange 24 and the mounting flange 1a of the column 1 with the gasket 24 interposed, and tightening bolts (not shown). Eight cover plates 5 are fixed to each support 1 and covered.

続いて吸込管6の導水管18に連通させるので
あるが、先ず空気弁13を全開状態にした後、第
7図に示すように、止水板9を接続6aに固定し
ているフランジボルト26を止水板9が抜脱可能
状態になるまで緩め、さらに固定用ボルト28を
も緩めた後、3本のタツプボルト27を締め込
む。ここで、3本のタツプボルト27は継足短管
10のタツプ穴に螺合されていて、これに対向す
る吸込管6のフランジにはねじ孔が穿設されてい
ないので、上述のタツプボルト27の締め込みに
よつて継足短管10と吸込管6との対向端面間に
隙間が形成される。従つて、第7図の矢印で示す
ように止水板9を上方に抜脱し、吸込管6内にそ
の接続口6aから注水し、吸込管6内が満水状態
になつた時点でフランジボルト26および固定用
ボルト28を本締めし、吸込管6を継足短管10
を介して導水管18に連通固定させる。
Next, the suction pipe 6 is connected to the water guide pipe 18. First, the air valve 13 is fully opened, and then, as shown in FIG. 7, the flange bolt 26 fixing the water stop plate 9 to the connection 6a is After loosening the water stop plate 9 until it can be removed, and also loosening the fixing bolts 28, tighten the three tap bolts 27. Here, the three tap bolts 27 are screwed into the tap holes of the short joint pipe 10, and since no screw holes are bored in the flange of the suction pipe 6 facing the three tap bolts 27, the tap bolts 27 described above are By tightening, a gap is formed between the opposing end surfaces of the short joint pipe 10 and the suction pipe 6. Therefore, remove the water stop plate 9 upward as shown by the arrow in FIG. and fixing bolts 28 are fully tightened, and the suction pipe 6 is connected to the joint short pipe 10.
It is communicated and fixed to the water conduit pipe 18 via.

つぎに、第8図に示すように吸込管6の近傍の
土を凹部19に埋め戻して、吸込管6をその吸込
口6bが水底上に露出する状態まで埋め戻し、栗
石張りを行なう。その後に、吸込管6の吸込口6
bと連通管11とを固定しているフランジボルト
(図示せず)を抜脱し、連通管11をガイドレー
ル12に沿つて上動させると、水がスクリーン1
6を介して濾過された後に吸込口6bから吸込管
6を通つて導水管18に流入し、設置作業が完了
する。
Next, as shown in FIG. 8, soil in the vicinity of the suction pipe 6 is backfilled into the recess 19, and the suction pipe 6 is backfilled to the point where its suction port 6b is exposed above the water bottom, and then the suction pipe 6 is covered with stone. After that, the suction port 6 of the suction pipe 6
When the flange bolts (not shown) fixing b and the communication pipe 11 are removed and the communication pipe 11 is moved upward along the guide rail 12, water flows onto the screen 1.
After being filtered through the water pipe 6, the water flows from the suction port 6b through the suction pipe 6 into the water conduit pipe 18, and the installation work is completed.

なお、長期使用すると導水管18や吸込管6の
内面に汚泥などが付着または沈澱して取水効率が
低下するので、そのような場合には、連通管11
を下動させてその自重によつて吸込口6bに密着
連通させ、蓋体15を取り外して連通管11内に
水中サンドポンプを設置するとともに、導水管1
8の陸側の端部に注水管を設けて、それより注水
ポンプまたは高圧ゼツトポンプを用いてノズルを
挿入して駆動すると、導水管18内を取水方向と
は逆方向に流れる水の流速によつて管内面の付着
汚泥が流され除去される。又は、台船上の設備し
た高圧洗浄車、逆噴射ノズルにより汚泥を取水口
側に逆噴射により吹き寄せ、強力吸収作業車又は
水中サンドポンプにて引抜きシルトプロテクター
内に排出するようにしてもよい。従来の配設方法
による吸込管はその吸込口が水中に浸漬されたま
まであるから、上記のような管内洗浄作業は不可
能であつたが、上記実施例の方法により設置され
た吸込管6はその吸込口6bを連通管11によつ
て海水や湖水に対し水密に仕切つて水面上に連通
可能であることにより、水圧の抵抗なく流速を利
用した掃除が容易となる。又、スクリーン16の
掃除は、取水ポンプの駆動を停止させた後、高圧
水中ポンプ31を駆動させて噴射ノズル29から
スクリーン16面に噴射水を逆方向に吹きつける
ことにより、簡単に除塵を行なえる。
Note that if used for a long period of time, sludge and the like will adhere to or settle on the inner surfaces of the water conduit 18 and suction pipe 6, reducing the water intake efficiency.
is moved downward to bring it into close communication with the suction port 6b by its own weight, and the cover body 15 is removed and the submersible sand pump is installed inside the communication pipe 11.
If a water injection pipe is provided at the land side end of the water pipe 18 and a nozzle is inserted and driven using a water injection pump or a high-pressure jet pump, the flow rate of the water flowing in the water conduit pipe 18 in the opposite direction to the water intake direction will increase the water flow rate. As a result, the sludge adhering to the inner surface of the tube is washed away and removed. Alternatively, the sludge may be sprayed back toward the water outlet using a high-pressure washing vehicle installed on the barge and a reverse spray nozzle, and then pulled out using a powerful absorption vehicle or submersible sand pump and discharged into the silt protector. The suction pipe installed using the conventional method has its suction port immersed in water, making it impossible to clean the inside of the pipe as described above. However, the suction pipe 6 installed using the method of the above embodiment Since the suction port 6b is watertightly partitioned from seawater or lake water by the communication pipe 11 and can be communicated with the water surface, cleaning can be easily performed using the flow velocity without water pressure resistance. Further, the screen 16 can be easily cleaned by stopping the water intake pump, and then driving the high-pressure submersible pump 31 to spray water in the opposite direction from the spray nozzle 29 onto the screen 16 surface. Ru.

以上の説明のように、この発明の海湖底導水管
における吸込管の配管方法によると、吸込管およ
びそれを固定する枠体の各開口部を封止すること
により、浮力を利用して水面に浮遊状態で曳航す
るから、大口径で重量の大きい吸込管をも小型起
重機船を用いて配管することが可能であり、また
吸込管を陸上であらかじめ枠体に固定し、枠体を
水底に沈降させた後にその支柱をガイドにして防
護杭を打設することによつて基礎面を構成するの
で、従来の基礎面の構築作業に比較して作業性が
きわめてよく、施工期間が大幅に短縮されるので
経費を大幅に低減できる利点がある。
As described above, according to the method of piping a suction pipe in a sea-lake water conduit pipe according to the present invention, by sealing each opening of the suction pipe and the frame body that fixes it, buoyancy is used to connect the suction pipe to the water surface. Since it is towed in a floating state, it is possible to install large diameter and heavy suction pipes using a small hoist ship, and the suction pipes are fixed to the frame in advance on land and the frame is lowered to the bottom of the water. Since the foundation surface is constructed by driving protective piles using the pillars as guides, work efficiency is extremely high compared to conventional construction work for foundation surfaces, and the construction period is significantly shortened. This has the advantage of significantly reducing costs.

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

第1図ないし第8図はこの発明に係る海湖底導
水管における吸込管の配管方法の一実施例の工程
を示し、第1図は枠体に吸込管を取り付けた組立
体の正面図、第2図は第1図のA−A′線断面図、
第3図は第1図の組立体を曳航する状態の正面
図、第4図は上記組立体を所定水域に沈降し導水
管に仮接続した状態の正面図、第5図は防護杭の
打設状態を示す正面図、第6図は支柱の上端開口
部を蓋板で施蓋する状態の正面図、第7図は吸込
管と止水板との関係を示す一部右側面図、第8図
は設置完了状態の正面図、第9図はスクリーンと
それの除塵機構を示す一部平面図、第10図ない
し第12図は従来の吸込管の配管方法の工程を示
し、第10図は配管すべき水底に構築した基礎面
の正面図、第11図は吸込管を曳航する状態の正
面図、第12図は吸込管を導水管に接合する状態
の正面図である。 1……支柱、2……支持杆、4……枠体、5…
…蓋板、6……吸込管、6a……接続口、6b…
…吸込口、9……止水板、10……継足短管、1
3……空気弁、15……蓋体、18……導水管、
21……防護杭。
1 to 8 show the steps of an embodiment of the method for piping a suction pipe in a sea/lake bottom water conduit according to the present invention; FIG. 1 is a front view of an assembly in which a suction pipe is attached to a frame; Figure 2 is a sectional view taken along line A-A' in Figure 1.
Figure 3 is a front view of the assembly shown in Figure 1 being towed, Figure 4 is a front view of the assembly submerged in a designated water area and temporarily connected to a water pipe, and Figure 5 is a front view of the assembly shown in Figure 1 being towed. Figure 6 is a front view showing the installation state, Figure 6 is a front view with the upper end opening of the column covered with a cover plate, Figure 7 is a partial right side view showing the relationship between the suction pipe and the water stop plate, Fig. 8 is a front view of the completed installation, Fig. 9 is a partial plan view showing the screen and its dust removal mechanism, Figs. 10 to 12 show the steps of the conventional suction pipe piping method, and Fig. 10 11 is a front view of the foundation constructed on the water bottom where piping is to be installed, FIG. 11 is a front view of the suction pipe being towed, and FIG. 12 is a front view of the suction pipe being joined to the water conduit pipe. 1... Support column, 2... Support rod, 4... Frame, 5...
...Lid plate, 6...Suction pipe, 6a...Connection port, 6b...
... Suction port, 9 ... Water stop plate, 10 ... Joint short pipe, 1
3...Air valve, 15...Lid, 18...Water pipe,
21...protective stake.

Claims (1)

【特許請求の範囲】[Claims] 1 複数本の管状支柱を直立状態で環状に配列す
るとともに、上記各2本ずつの支柱間にそれぞれ
支持杆を架設して枠体を構成し、該枠体内の下部
に吸込管を固定し、上記各支柱の上端開口部を蓋
板の装着により封止し、上記吸込管の吸込口を、
上端開口部が空気弁を設けた蓋体により施蓋され
上下動自在となつた連通管を気密に接合させて封
止し、かつ該吸込管の上記枠体から水平方向に突
出させた接続口に止水板を抜脱可能状態に介在さ
せて継足短管を接合し、上記のように吸込管を組
込んだ枠体を水面に浮遊状態に懸吊して曳航し、
所定場所で上記枠体を水底に沈降させて、上記継
足短管を配管済み導水管の先端部に接合しかつ各
支柱を水底に垂直に立設して吸込管を水平に保持
し、上記蓋板を仮に取り外して各支柱に防護杭を
挿入しかつ水底に打設し、これらの防護杭を所定
の高さに切断した後に該蓋板を各支柱に装着し、
上記空気弁を開放状態とし、上記止水板を抜脱し
て上記吸込管内を満水にした後に吸込管と上記継
足短管とを緊結固定し、上記連通管を上動させ吸
込管から離脱させてなることを特徴とする海湖底
導水管における吸込管の配管方法。
1. A frame is constructed by arranging a plurality of tubular struts in a ring in an upright state, and constructing a support rod between each two of the struts, and fixing a suction pipe to the lower part of the frame; The upper end opening of each of the above-mentioned pillars is sealed by attaching a cover plate, and the suction port of the above-mentioned suction pipe is closed.
A connection port whose upper end opening is covered by a lid body provided with an air valve and which is movable up and down is airtightly joined and sealed, and which projects horizontally from the frame body of the suction pipe. A water stop plate is interposed in a removable state to connect the connecting leg short pipe, and the frame body incorporating the suction pipe as described above is suspended in a floating state on the water surface and towed,
The frame body is lowered to the bottom of the water at a predetermined location, the short joint pipe is connected to the tip of the water conduit pipe, and each support is erected vertically to the bottom of the water to hold the suction pipe horizontally. Temporarily remove the cover plate, insert protective stakes into each support and drive them to the bottom of the water, cut these protection piles to a predetermined height, and then attach the cover plate to each support,
After the air valve is opened and the water stop plate is removed to fill the suction pipe with water, the suction pipe and the joint short pipe are tightly fixed, and the communication pipe is moved upward to separate it from the suction pipe. A method for piping a suction pipe in a sea-lake bottom water conduit pipe, which is characterized by:
JP59082697A 1984-04-24 1984-04-24 Method of piping suction pipe in penstock on bottom of sea and bottom of lake Granted JPS60227085A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59082697A JPS60227085A (en) 1984-04-24 1984-04-24 Method of piping suction pipe in penstock on bottom of sea and bottom of lake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59082697A JPS60227085A (en) 1984-04-24 1984-04-24 Method of piping suction pipe in penstock on bottom of sea and bottom of lake

Publications (2)

Publication Number Publication Date
JPS60227085A JPS60227085A (en) 1985-11-12
JPH0235184B2 true JPH0235184B2 (en) 1990-08-08

Family

ID=13781598

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59082697A Granted JPS60227085A (en) 1984-04-24 1984-04-24 Method of piping suction pipe in penstock on bottom of sea and bottom of lake

Country Status (1)

Country Link
JP (1) JPS60227085A (en)

Also Published As

Publication number Publication date
JPS60227085A (en) 1985-11-12

Similar Documents

Publication Publication Date Title
US3859806A (en) Offshore platform
CN110886326A (en) Anti-scouring protection device for offshore wind power pile foundation and installation method
CN112728212B (en) Offshore immersed pipe of sewage sea area discharge pipe and underwater installation construction method
CN119769454A (en) Offshore aquaculture device and offshore aquaculture system
CN111155540A (en) Construction method of double-wall steel cofferdam
CN102561454B (en) Water intake method utilizing pipe jacking vertically
CN216973476U (en) Gravity type fan foundation that caisson and steel-pipe pile combine
CN116513384A (en) A floating platform device and its installation method
JPH09268562A (en) Dry work method and work box used therefor
JP3330018B2 (en) Dry work method and work box used for it
CN114737609A (en) Underwater immersed tube construction method
USRE30825E (en) Offshore platform joinder
TWI267575B (en) Method for constituting a vertical well in water, vertical well in water, method for connection of a vertical well and a horizontal well, and construction of a well
JPH0235184B2 (en)
USRE30823E (en) Offshore platform
JP2817466B2 (en) Work box
JP3024932B2 (en) Dry work method and work box used for it
CN118025410A (en) Anchor block, anchor block setting device and anchor block setting method
GB1367881A (en) Hydraulic engineering installations
JP3209502B2 (en) Water intake / discharge equipment underwater construction method
JPH0840351A (en) Offshore joining method for large-scale floating unit
JPH1077624A (en) Underwater construction method and prefabricated intake and discharge device
CN210066693U (en) Offshore geological exploration platform structure with assembled barrel-shaped foundation
JP3310452B2 (en) Method of constructing continuous wall in water area and guide device for construction
JP5731243B2 (en) Fixed dam construction method