JPS6219296A - Method for fixing steel pipe cylindrical body for water treating apparatus in ultradeep layer - Google Patents

Method for fixing steel pipe cylindrical body for water treating apparatus in ultradeep layer

Info

Publication number
JPS6219296A
JPS6219296A JP60158905A JP15890585A JPS6219296A JP S6219296 A JPS6219296 A JP S6219296A JP 60158905 A JP60158905 A JP 60158905A JP 15890585 A JP15890585 A JP 15890585A JP S6219296 A JPS6219296 A JP S6219296A
Authority
JP
Japan
Prior art keywords
steel pipe
butt
spray gun
cylinder
steel
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
JP60158905A
Other languages
Japanese (ja)
Inventor
Tatsuya Kajikawa
達也 梶川
Shigehiro Honda
本田 茂浩
Yusaku Kashiwada
柏田 勇作
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.)
Hitachi Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies Ltd
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 Hitachi Plant Technologies Ltd filed Critical Hitachi Plant Technologies Ltd
Priority to JP60158905A priority Critical patent/JPS6219296A/en
Publication of JPS6219296A publication Critical patent/JPS6219296A/en
Pending 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PURPOSE:To easily repair-coating the part where paint is peeled off by inserting the leading end of a coating spray gun from the outer surface of a steel pipe through a small hole in the vicinity of the butt-joint welded part of the steel pipe and coating the welded part of the steel pipe on the inner surface side which has been butt-joint welded. CONSTITUTION:Steel pipes 20 of specified length whose inner surfaces are coated are successively connected by butt-joint welding to form an ultradeep- layer water treating steel pipe cylindrical body which is hung down in a vertical shaft 30 in the earth. In the fixing method, a small hole 23 is previously made in the vicinity of the butt-joint welded part 38 of the steel pipe 20. The leading end of a coating spray gun 40 is inserted from the outer surface side of the steel pipe 20 and the welded part on the inner surface side of the steel pipe which has been butt-joint welded is coated by the spray gun 40. Consequently, the part where paint is peeled off due to the welding can be easily repair-coated.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は超深層水処理装置用鋼管筒体の据付方法に関す
る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for installing a steel pipe cylinder for an ultra-deep water treatment device.

〔従来の技術〕[Conventional technology]

超深層水処理装置は、第6図に示すように、地中100
m程度の深さに、外筒1oおよび内筒12を設け、被処
理水14を外筒10.内筒12間に循環させつつ、曝気
等を施すことによって被処理水を主として生物学的に浄
化するものである。
As shown in Figure 6, the ultra-deep water treatment equipment
An outer cylinder 1o and an inner cylinder 12 are provided at a depth of about m, and the water to be treated 14 is transferred to the outer cylinder 10.m. The water to be treated is primarily biologically purified by circulating it between the inner cylinders 12 and applying aeration or the like.

この装置は、従来の平面的な活性汚泥法に比べて。This equipment is compared to the conventional planar activated sludge method.

処理効率がよく、必要な敷地面積が少くて済むという利
点があり、近年、各所で採用されつつある。
It has the advantages of high processing efficiency and requires a small amount of land area, so it has been adopted in many places in recent years.

ところで、この装置の建設に当っては、外筒10および
内筒12をいかに地中に取付けるかが重要な課題となる
。これらの筒体をコンクリートを打って製作する場合に
は型枠の取付が難作業となる。このため、従来は筒体と
して必要な径(例えば外筒の径3m、内筒の径2m)を
備えた所定長さく例えばI Im)の鋼管を突き合せ溶
接によって順次、継ぎ足しながら、地中の立溝内に垂下
させる方法が行われていた。
By the way, when constructing this device, an important issue is how to install the outer cylinder 10 and the inner cylinder 12 underground. When these cylindrical bodies are manufactured by pouring concrete, installing the formwork becomes a difficult task. For this reason, in the past, steel pipes of a predetermined length (for example, I Im) with the necessary diameters (for example, an outer cylinder diameter of 3 m, an inner cylinder diameter of 2 m) were sequentially joined by butt welding, and the pipes were installed underground. The method used was to hang it down into the ditch.

しかしながら、この鋼管には耐食性を維持するために、
鋼管の内外面に耐食塗料が塗布されているのが通常であ
り、この塗料が溶接時の熱によって、溶融しはげる。こ
のため、鋼管相互を溶接したのち、溶接部近傍を補修塗
装する必要が生じる。
However, in order to maintain corrosion resistance, this steel pipe has
Corrosion-resistant paint is usually applied to the inside and outside surfaces of steel pipes, and this paint melts and flakes off due to the heat during welding. For this reason, after welding the steel pipes together, it is necessary to repair and paint the vicinity of the welded portion.

鋼管外面の補修塗装は比較的容易であるが、鋼管内面の
補修塗装が難題であった。地中に垂下した鋼管筒体内に
クレーンで吊ったゴンドラを移動させ、ゴンドラから補
修塗装をすることも試みられているが、非常に危険であ
る。また、前記立溝には土圧の影響を軽減し、土くずれ
を防止するために、ベントナイトなどのスラリー液を張
り込むケースが多い。このケースでは、スラリー液中に
没した筒体の部分では補修塗装が不可能なので、地上位
置で補修塗装をしなければならず、このためには、鋼管
を相互に溶接したのち、即座に補修塗装を行う必要があ
る。このため、溶接、補修塗装の繰り返しが繁雑となり
1作業安全上にも問題を生じていた。
Repair painting of the outer surface of steel pipes is relatively easy, but repair painting of the inner surface of steel pipes has been a challenge. Attempts have also been made to move a gondola suspended by a crane into a steel pipe barrel suspended underground and apply repair paint from the gondola, but this is extremely dangerous. Furthermore, in order to reduce the influence of earth pressure and prevent soil collapse, slurry liquid such as bentonite is often filled in the ditch. In this case, repair painting is not possible on the part of the cylinder submerged in the slurry liquid, so repair painting must be done at ground level.To do this, the steel pipes are welded together and then repaired immediately. Needs to be painted. For this reason, repeated welding and repair painting became complicated, which also caused problems in terms of work safety.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

本発明の目的は、鋼管を突き合せ溶接によって順次継ぎ
足しながら、地下の立溝内に垂下させていく超深層水処
理装置用筒体の据付方法においても、筒体内面における
溶接部の°補修塗装が容易な前記筒体の据付方法を提供
することにある。
The object of the present invention is to repair and paint the welded parts on the inner surface of the cylinder even in a method of installing a cylinder for an ultra-deep water treatment system in which steel pipes are successively joined by butt welding and suspended into an underground ditch. An object of the present invention is to provide a method for easily installing the cylindrical body.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、鋼管の突き合せ溶接部の近傍にあらかじめ小
径の孔をあけ、鋼管の外面側から、この孔に塗装用スプ
レーガンの先端を挿入し、突き合せ溶接を完了した鋼管
の内面側溶接部を前記スプレーガンによって塗装するこ
とを特徴とする。
The present invention involves drilling a small diameter hole in advance near the butt weld of the steel pipe, inserting the tip of a spray gun for painting into this hole from the outside of the steel pipe, and welding the inner surface of the steel pipe after butt welding. The method is characterized in that the portion is painted with the spray gun.

小径の孔はスプレーガンの先端が挿入できれば。If the tip of the spray gun can be inserted into the small diameter hole.

なるべく、小径であることが好ましく1通常4〜6のと
する。孔は鋼管の周方向に沿って3箇所以上設けること
が好ましい。
Preferably, the diameter is as small as possible, usually 4 to 6 diameters. It is preferable that three or more holes be provided along the circumferential direction of the steel pipe.

〔作 用〕[For production]

小径の孔に挿入したスプレーガンによって、鋼管内面側
の溶接部を補修塗装できる。補修塗装を完了したのちは
、前記の孔にプラグをねじ込むことによって、シール性
を確保できる。このため。
A spray gun inserted into a small diameter hole can be used to repair and paint welds on the inner surface of steel pipes. After the repair painting is completed, sealing can be ensured by screwing a plug into the hole. For this reason.

従来の技術のように、筒体内にゴンドラを吊り上げて補
修塗装を行う必要がなく9作業能率9作業安全上、好ま
しい。
Unlike the conventional technology, there is no need to lift the gondola inside the cylinder and perform repair painting, which is preferable in terms of work efficiency and work safety.

〔実 施 例〕〔Example〕

本発明の実施例を以下1図面に基づき説明する。 Embodiments of the present invention will be described below based on one drawing.

第2図は9本発明を実施するために、鋼管に対してあら
かじめ加工する前準備を示したものである。
FIG. 2 shows preparations for processing a steel pipe in advance in order to carry out the present invention.

鋼管20は超深層水処理装置用筒体に供し得る径を備え
ており9例えば外筒の場合には径3m、内筒の場合には
径2m程度とされる。長さは例えば。
The steel pipe 20 has a diameter that can be used as a cylinder for an ultra-deep water treatment device, and for example, the outer cylinder has a diameter of 3 m, and the inner cylinder has a diameter of about 2 m. For example, the length.

11mのものが建設現場に入荷される。したがって、超
深層水処理装置が必要とする内外筒の長さが110mの
場合には、前記長さの鋼管を用いると、10本の鋼管を
突き合せ溶接によって継ぎ足し、各1本の内外筒を形成
することになる。鋼管20には、内外面に耐食塗料が施
してあり、この鋼管20に対して、その下端(第2図で
は右端)近傍に複数の小径の孔22をあける。この孔の
径は前記のように4〜6α程度とする。また、鋼管20
の上端(第2図では左端)にはその外面側に複数の棒部
材24をその一部が上端から突出するように取付ける。
The 11m one is delivered to the construction site. Therefore, if the length of the inner and outer cylinders required for ultra-deep water treatment equipment is 110 m, using steel pipes of the above length, ten steel pipes can be joined by butt welding, and one inner and outer cylinder each can be joined. will be formed. The steel pipe 20 is coated with corrosion-resistant paint on its inner and outer surfaces, and a plurality of small-diameter holes 22 are bored in the vicinity of its lower end (right end in FIG. 2). The diameter of this hole is about 4 to 6α as described above. In addition, steel pipe 20
A plurality of rod members 24 are attached to the outer surface of the upper end (left end in FIG. 2) of the rod member 24 so that some of the rod members 24 protrude from the upper end.

この棒部材24は、突き合せする鋼管相互の位置合せ、
肌合せを容易にすることを目的とする。また、上端より
も1m程度下側(第2図では右側)に寄った位置の外面
には複数の吊り金具28を取付ける。この吊り金具28
は1本の鋼管20または鋼管を連接した筒体をクレーン
で吊り上げる際、および後述する支持部材36と係合し
て鋼管または筒体の荷重を支持部材に伝達するために利
用される。
This rod member 24 is used for mutual positioning of steel pipes to be butted,
The purpose is to facilitate skin matching. Further, a plurality of hanging fittings 28 are attached to the outer surface at a position approximately 1 m below the upper end (on the right side in FIG. 2). This hanging metal fitting 28
is used when lifting one steel pipe 20 or a cylindrical body made of connected steel pipes with a crane, and to engage with a support member 36 to be described later to transmit the load of the steel pipe or the cylindrical body to the support member.

以上の孔22の加工、棒部材24や吊り金具28の取付
は9作業性のよい地上で行うことができ、これらの作業
によって生じた鋼管内外面の塗装部の損傷は、同様に地
上で容易に補修できる。
The above-described machining of the holes 22 and installation of the rod members 24 and hanging fittings 28 can be carried out on the ground with good workability, and damage to the painted parts of the inner and outer surfaces of the steel pipe caused by these operations can be easily done on the ground as well. It can be repaired.

第3図に筒体の全般的な据付方法を示す。地中に堀った
立溝30内には、ベントナイトスラIJ−液32が張り
込んである。まず、筒体lOまたは12の最下端を構成
すべき鋼管20をクレーン・34で状態へのように吊り
上げ1次いで、立溝30内に徐々に挿入し、状態Bとす
る。状態Bでは、立溝30の地上位置周囲に設けた作業
架台35に、筒体の支持部材36を張り出し、この支持
部材36上に前記鋼管20に取付けた吊り金具28を係
合させる。したがって、鋼管20の荷重は、クレーン3
4かも支持部材36へ移る。クレーン34を用いて1次
の鋼管20を前記と同様に吊り上げて状態Aとした後、
前記支持部材36に支持された鋼管20の上端と、クレ
ーン34によって吊った鋼管20の下端とを突き合せ溶
接が可能な位置まで接近させる。このとき、前記、鋼管
20の上端に取付けた棒部材24が鋼管相互の位置合せ
、肌合せを容易にする。
Figure 3 shows the general method of installing the cylinder. A bentonite slaly IJ liquid 32 is filled in a vertical trench 30 dug underground. First, the steel pipe 20 which is to constitute the lowermost end of the cylinder 10 or 12 is lifted up to a state by a crane 34, and then gradually inserted into the vertical groove 30 to bring it to state B. In state B, a cylindrical support member 36 is extended from a work platform 35 provided around the ground position of the vertical ditch 30, and the hanging fitting 28 attached to the steel pipe 20 is engaged with the support member 36. Therefore, the load on the steel pipe 20 is
4 moves on to the support member 36. After lifting the primary steel pipe 20 to state A using the crane 34 in the same manner as described above,
The upper end of the steel pipe 20 supported by the support member 36 and the lower end of the steel pipe 20 suspended by the crane 34 are brought close to a position where butt welding is possible. At this time, the rod member 24 attached to the upper end of the steel pipe 20 facilitates mutual positioning and skin alignment of the steel pipes.

第4図に鋼管20相互を突き合せた状態を拡大して示す
。同図の状態で鋼管相互の突き合せ部38を周方向に数
箇所仮付溶接して鋼管相互を一体化した後、棒部材24
をガス切断またはノ・ンマリングによって鋼管20から
取外す。次に、突き合せ部全周を本溶接する。この本溶
接によって。
FIG. 4 shows an enlarged view of the steel pipes 20 butted against each other. In the state shown in the figure, the butt portions 38 of the steel pipes are tack welded at several locations in the circumferential direction to integrate the steel pipes, and then the rod member 24
is removed from the steel pipe 20 by gas cutting or no-maring. Next, weld the entire circumference of the butt part. By this book welding.

溶接部近傍の鋼管内外面の塗装がはげ落ちる。そこで第
1図に示すように、上部側の鋼管に設けた小径の孔22
かも塗装用スプレーガンの先端を挿入し、はげ落ちた塗
装部分の補修塗装を行う。小径の孔22は第5図に示す
ように、鋼管20の周囲に複数箇所を設けられている。
The paint on the inner and outer surfaces of the steel pipe near the welds peels off. Therefore, as shown in Fig. 1, a small diameter hole 22 provided in the upper steel pipe
Insert the tip of the paint spray gun and repaint the peeled paint area. As shown in FIG. 5, the small diameter holes 22 are provided at multiple locations around the steel pipe 20.

このため、各孔からスプレーする塗装範囲を分担するこ
とによって、内周面を隈な(補修塗装できる。孔22は
我人としても利用できる。すなわち、ある作業単位でス
プレーガンを挿入しない残りの孔22から。
Therefore, by sharing the painting area to be sprayed from each hole, it is possible to cover the inner peripheral surface (repair painting).The hole 22 can also be used by one person. From hole 22.

内部のスプレー状況を確認することができ、その情報を
塗装作業者に伝達できる。なお、鋼管の径が大きい場合
は、スプレーされた塗料が鋼管の対向内面に到達しない
事態が生じる。したがって。
The internal spray status can be checked and this information can be communicated to the painter. Note that if the diameter of the steel pipe is large, a situation may arise in which the sprayed paint does not reach the opposing inner surface of the steel pipe. therefore.

この場合には、孔22を数多く設けて、孔22の近傍位
置を順次、スプレー塗装するか、もしくはスプレーガン
のノズルを細長く、特殊加工して到達距離を伸ばすよう
に工夫すればよい。補修塗装作業が完了した後は、前記
孔22に盲プラグを差し込む。したがって、孔22は盲
プラグを差し込み易いように、あらかじめ、ねじを切っ
た孔にし   (てお(ことが好ましい。また、鋼管外
面の補修塗装は、上記のような作業手順を踏む必要はな
(。
In this case, a number of holes 22 may be provided and the positions near the holes 22 may be sequentially spray-painted, or the nozzle of the spray gun may be elongated and specially processed to extend the reach. After the repair painting work is completed, a blind plug is inserted into the hole 22. Therefore, it is preferable to make the hole 22 a threaded hole in advance so that the blind plug can be easily inserted.Also, when repairing the outer surface of a steel pipe, it is not necessary to follow the above-mentioned procedure. .

作業架台35かも容易に作業できる。The work platform 35 also allows for easy work.

すべての補修塗装が完了したのち、クレーン34によっ
て筒体全体を軽(浮かせ、支持部材36から吊り金具2
8を離間させ、この状態で。
After all the repair painting is completed, the entire cylinder is lifted up by the crane 34 and suspended from the support member 36 by the hanging metal fittings 2.
8 apart and in this state.

吊り金具36をガス切断その他の手段を用いて。Using gas cutting or other means for the hanging fittings 36.

鋼管200表面から切り離す。吊り金具28を切り離す
ことによって、筒体の外面が支持部材36の貫通域を通
過可能となる。クレーンのロープを繰り下げることによ
って、上部の鋼管20の吊り金具28と支持部材36と
を係合させる。
Separate from the surface of the steel pipe 200. By separating the hanging fitting 28, the outer surface of the cylinder can pass through the penetration area of the support member 36. By lowering the rope of the crane, the hanging fitting 28 of the upper steel pipe 20 and the support member 36 are engaged.

以下、上記と同様の作業を順次、繰り返すことによって
、筒体の据付を完了することができる。
Thereafter, by sequentially repeating the same operations as above, the installation of the cylinder can be completed.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、内面を塗装した鋼管を突き合せ溶接に
よって、順次継ぎ足しながら、地下の立溝内に垂下させ
ていく場合に、溶接によって生じた塗料のはげ落ち部を
容易に補修塗装できる。このため、従来の技術のような
ゴンドラ等を用いた危険で、繁雑な作業を行わなくて済
む。
According to the present invention, when steel pipes whose inner surfaces are painted are successively joined by butt welding and suspended into an underground trench, it is possible to easily repair and repaint the peeled-off portions of paint caused by welding. Therefore, there is no need to perform dangerous and complicated work using a gondola or the like as in the conventional technology.

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

第1図ないし第5図は本発明の実施例を示す図であり、
第1図は鋼管筒体の内面を塗装する状況を示す側断面図
、第2図は鋼管にあらかじめ加工する前準備を示す一部
切欠側面図、第3図は筒体の全般的な据付方法を示す説
明図、第4図は鋼管相互を突き合せた状況を示す一部切
欠側面図、第5図は鋼管に設けた小径の孔の位置を示す
平断面図、第6図は超深層水処理装置の概要を示す側断
面図である。 20・・・鋼 管、     22・・・小径の孔30
・・・立 溝、     38・・・突き合せ溶接部4
0・・・スプレーガン。 第4図
1 to 5 are diagrams showing embodiments of the present invention,
Figure 1 is a side cross-sectional view showing the situation in which the inner surface of a steel pipe cylinder is painted, Figure 2 is a partially cutaway side view showing the preparation before processing into a steel pipe, and Figure 3 is the general installation method of the cylinder. Fig. 4 is a partially cutaway side view showing the steel pipes butted against each other, Fig. 5 is a plan cross-sectional view showing the position of small diameter holes in the steel pipes, and Fig. 6 is an ultra-deep water FIG. 2 is a side sectional view showing an outline of the processing device. 20...Steel pipe, 22...Small diameter hole 30
... Vertical groove, 38 ... Butt weld part 4
0...Spray gun. Figure 4

Claims (1)

【特許請求の範囲】[Claims] 内面を塗装した所定長さの鋼管を突き合せ溶接によつて
順次、継ぎ足しながら地中の立溝内に垂下させる超深層
水処理装置用鋼管筒体の据付方法において、前記鋼管の
突き合せ溶接部の近傍にあらかじめ小径の孔をあけ、鋼
管の外面側から、この孔に塗装用スプレーガンの先端を
挿入し、前記突き合せ溶接を完了した鋼管の内面側溶接
部を前記スプレーガンによつて塗装することを特徴とす
る超深層水処理装置用鋼管筒体の据付方法。
In a method for installing a steel pipe cylinder for an ultra-deep water treatment device, in which steel pipes of a predetermined length with painted inner surfaces are successively joined by butt welding and suspended into an underground ditch, the butt welded portion of the steel pipes is A small diameter hole is pre-drilled near the steel pipe, and the tip of a spray gun for painting is inserted into this hole from the outside of the steel pipe, and the welded part on the inside of the steel pipe that has undergone the butt welding is painted with the spray gun. A method for installing a steel pipe cylinder for an ultra-deep water treatment device, characterized by:
JP60158905A 1985-07-18 1985-07-18 Method for fixing steel pipe cylindrical body for water treating apparatus in ultradeep layer Pending JPS6219296A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60158905A JPS6219296A (en) 1985-07-18 1985-07-18 Method for fixing steel pipe cylindrical body for water treating apparatus in ultradeep layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60158905A JPS6219296A (en) 1985-07-18 1985-07-18 Method for fixing steel pipe cylindrical body for water treating apparatus in ultradeep layer

Publications (1)

Publication Number Publication Date
JPS6219296A true JPS6219296A (en) 1987-01-28

Family

ID=15681918

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60158905A Pending JPS6219296A (en) 1985-07-18 1985-07-18 Method for fixing steel pipe cylindrical body for water treating apparatus in ultradeep layer

Country Status (1)

Country Link
JP (1) JPS6219296A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08117004A (en) * 1994-10-20 1996-05-14 Iba Kogyo Kk Imitative pearl button

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59138623A (en) * 1983-01-26 1984-08-09 Nippon Kokan Kk <Nkk> Construction of pipe under ground

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59138623A (en) * 1983-01-26 1984-08-09 Nippon Kokan Kk <Nkk> Construction of pipe under ground

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08117004A (en) * 1994-10-20 1996-05-14 Iba Kogyo Kk Imitative pearl button

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