JPS6241824A - Pipe-in-pipe construction - Google Patents
Pipe-in-pipe constructionInfo
- Publication number
- JPS6241824A JPS6241824A JP60178660A JP17866085A JPS6241824A JP S6241824 A JPS6241824 A JP S6241824A JP 60178660 A JP60178660 A JP 60178660A JP 17866085 A JP17866085 A JP 17866085A JP S6241824 A JPS6241824 A JP S6241824A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- new
- pipes
- diameter
- shortened
- 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
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は既設管内に新管を挿入して該既設管を炉中さ
せろパイーJ°インバイア°王法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] This invention relates to a method for inserting a new pipe into an existing pipe and placing the existing pipe in a furnace.
「従来の技術]
大1−1径の既設管を炉中させろ方法の1つにパイーノ
°イシパ(77”、r法がある。この1′法は、第6図
に示ず」うに、既設管(2)の中にこの既設管」、す1
→ノイズ小さtr複数の新管(4)を挿入し、管内面側
から突合せ溶接を(7てこれら新管(4)を接合し、既
設管(2)と新管(4)との間にモルタル(6)を充填
するのが一般的である。(7かし、この工法は既設管(
2)内で更生作業を行うものであろt:め、接合部の芯
合せが困?Jffi−Cあり、また溶接施工性・作業性
が悪いという欠点がある。特に、突合せ溶接部の品質保
証の面では、溶接接合されろ新管(4)の芯出し、[1
違い、開先等の調整が重要であり、とわらの作業が既設
管更生の能率向上のネックになっている。このため、新
管(4)の接合部の芯合せ、溶接部−「性の点て作業が
賽易で能率的な方法の開発が、経済性及び技術同士の両
面で望まれていた。``Prior art'' One of the methods for introducing an existing pipe with a large diameter of 1-1 into a furnace is the 77" r method. This 1' method, as shown in Figure 6, Insert this existing pipe into pipe (2),
→ Low noise tr Insert multiple new pipes (4) and butt weld them from the inner surface of the pipe (7) Join these new pipes (4) between the existing pipe (2) and the new pipe (4). It is common to fill the existing pipe with mortar (6).
2) Are you performing rehabilitation work inside the building? Are you having trouble aligning the joints? There is Jffi-C, and there is also a drawback that welding workability and workability are poor. In particular, in terms of quality assurance of butt welds, centering of new pipe (4) to be welded, [1]
Differences, adjustments to grooves, etc. are important, and the work of towara is a bottleneck in improving the efficiency of existing pipe rehabilitation. For this reason, it has been desired to develop a method that is easy and efficient for aligning the joints of the new pipe (4) and for checking the welds, both economically and technologically.
さて、管接自の溶接「法の効率化を図るためには、第7
図(A)又は(I3)に示すようなベル&スピゴッ1−
&隅肉溶接の工法が有効である。これば、これらの二「
法が、芯出17作業が賽易で、目っ、配管作業と溶接作
業が独立j7て行えることに、1っている。こt]らの
7丁−法を管内面側からの溶接を考慮(7つつ、既設管
(2)の更生に適用すると、第7図(A)の工法は第8
図(A)に示すようになり、第7図CB)の−I曹ノミ
は第8図(13)に示す、I゛うになる。Now, in order to improve the efficiency of the pipe welding method, the seventh
Bell & Spigot 1- as shown in Figure (A) or (I3)
& Fillet welding method is effective. If this is the case, these two
The advantage of this method is that the centering work is easy and the piping work and welding work can be done independently. If these 7-way methods are applied to the rehabilitation of the existing pipe (2) while considering welding from the inner surface of the pipe, the method shown in Figure 7 (A) is the 8th method.
It becomes as shown in Figure (A), and the -I chisel in Figure 7 CB) becomes I' as shown in Figure 8 (13).
〔発明が解決17ようとする問題点〕
しか(ッながら、第8図(A)に示す二り法は溶接の盛
量が多くなること、開先合ぜが@ft l/い乙となど
の問題点がある。これに対1ツ、第8図(R)に示す工
法は実用性が高いものであるが、カラー(8)を事前に
新管(4)の一方の端部に溶接しておくことが不可決で
、溶接費用がかかるという問題点がある。また、既設管
(2)の更生では直管部の長さが一定でなく、その場に
応して新管(4)の長さを調整しなければならないから
、事前に工場でカラー(8)を取り付けることは、場1
によって切管等の処置が必要となるという問題点がある
。[Problems that the invention seeks to solve] However, the two methods shown in FIG. On the other hand, the method shown in Fig. 8 (R) is highly practical, but it requires welding the collar (8) to one end of the new pipe (4) in advance. There is a problem in that it is not acceptable to keep the pipes in place and welding costs are incurred.Also, when rehabilitating existing pipes (2), the length of the straight pipe section is not constant, and new pipes (4) are required depending on the situation. ) must be adjusted, so installing the collar (8) in advance at the factory is not recommended.
There is a problem in that treatment such as cutting the tube is required.
この発明はかかる問題点を解決するためになされたもの
−(、既設管内にM数本の新管を挿入し、該複数本の新
管を溶接接合(7、該既設管と該新管と間に充填材を充
填してなるパイーjインパイプ王法において、該新管の
端部をあらかしめ該新管の内径以下に縮径させ−(おき
、該縮1yさせた端部を他のt(を径しない端部に挿入
し、該両端部を管内面側から溶接接合ずろことを特徴と
するものである。This invention was made to solve such problems (7. Inserting M new pipes into the existing pipes and welding the new pipes together (7) Connecting the existing pipes and the new pipes. In the pi-j-in-pipe method in which a filler is filled between the pipes, the end of the new pipe is roughened and reduced in diameter to below the inner diameter of the new pipe, and the contracted end is It is characterized by inserting the tube into the end with no diameter, and welding and joining both ends from the inner surface of the tube.
1作用〕
新管の縮径させt一端部を他の新管の縮径しない端部に
挿入すると、両新管は自動的に芯出しさ第1ろ、。1 Effect] When one end of a new pipe is inserted into the end of the other new pipe whose diameter is not reduced, both new pipes are automatically centered.
第1図〜第3図はこの発明の一実施例を示す説明図であ
り、(2)〜(6)は上記従来技術と同一のものである
。ただ17、端部を縮径させた新管(2)は、第3図に
示すように、既設管に対応させて、必要な長さ位置−C
シュリンカ−(10)とバックアップ(12)とにより
縮径させた後、第4図に示す、Lうに、この縮径させた
部分を切断して得ろ。この縮径させた新管(4)は、第
1図に示すように、既設管(2)内に挿入し、管内面側
から隅肉溶接にて接1し、既設管(2)と新管(4)と
の間にモルタル(6)を充填し、既設管の更生を完了す
る。FIGS. 1 to 3 are explanatory diagrams showing one embodiment of the present invention, and (2) to (6) are the same as those of the prior art described above. However, as shown in Fig. 3, the new pipe (2) with its end reduced in diameter must be placed at the required length position -C to correspond to the existing pipe.
After reducing the diameter using a shrinker (10) and a backup (12), cut the reduced diameter portion into an L shape as shown in FIG. 4. As shown in Figure 1, this new pipe (4) with a reduced diameter is inserted into the existing pipe (2) and connected to the new pipe (2) by fillet welding from the inner surface of the pipe. Mortar (6) is filled between the pipe (4) and the rehabilitation of the existing pipe is completed.
この発明;」息子説明しt:ように構成したので、その
継手構造はベルルスピゴットの特長を描えており、施r
゛性がきわめて良好であり、また継手部の加工も賽易で
あるt:め、コスト面でも十分実用に供17うるという
効果がある。This invention was constructed as described by my son, so the joint structure depicts the features of the Berrus spigot and is suitable for use.
It has very good properties and the joint part is easy to process, so it has the advantage of being sufficiently practical in terms of cost.
第1図は乙の発明の一実施例を示す説明図、第2図は第
1図の要部拡大図、第3図は新管を縮径させる状態を示
す説明図、第4図は第3図で縮径させた管を切断する状
態を示す説明図、第5図は第4図の要部拡大図、第6図
は従来のバイア°インパイプ王法を示す説明図、第7図
(A)、(B)はいずれもベル&スピコット工法を示す
説明図、第8図(A)、(B)はいずれもベル&スピコ
ット二「法の既設管更生への適用例を示す説明図である
。
図において、(2)は既設管、(4)は新管、(6)は
モルタルである。
なお、各図中同一符号は同−又は相当部分を示す。
代理人 弁理士 佐 藤 正 年
第7図(A)
? ゴ
ーニー
第8図(A)
を
第7図(B)
第8図(B)Fig. 1 is an explanatory diagram showing one embodiment of the invention of B, Fig. 2 is an enlarged view of the main part of Fig. 1, Fig. 3 is an explanatory diagram showing a state in which the diameter of the new pipe is reduced, and Fig. 4 is an explanatory diagram showing the state in which the diameter of the new pipe is reduced. Figure 3 is an explanatory diagram showing the state of cutting a pipe whose diameter has been reduced, Figure 5 is an enlarged view of the main part of Figure 4, Figure 6 is an explanatory diagram showing the conventional via-in-pipe method, and Figure 7. (A) and (B) are both explanatory diagrams showing the Bell & Spicott method, and Figures 8 (A) and (B) are explanatory diagrams showing an example of application of the Bell & Spicott method to existing pipe rehabilitation. In the figures, (2) is the existing pipe, (4) is the new pipe, and (6) is the mortar. In each figure, the same reference numerals indicate the same or corresponding parts. Agent: Patent Attorney Sato New Year Figure 7 (A) ? Gorney Figure 8 (A) Figure 7 (B) Figure 8 (B)
Claims (1)
接接合し、該既設管と外新管との間に充填材を充填して
なるパイプインパイプ工法において、該新管の端部をあ
らかじめ該新管の内径以下に縮径させておき、該縮径さ
せた端部を他の縮径しない端部に挿入し、該両端部を管
内面側から溶接接合することを特徴とするパイプインパ
イプ工法。In the pipe-in-pipe construction method, which involves inserting a plurality of new pipes into an existing pipe, welding the new pipes together, and filling a filler between the existing pipe and the outer new pipe, the new pipe The diameter of the end of the pipe is reduced in advance to below the inner diameter of the new pipe, the reduced diameter end is inserted into the other end that is not reduced in diameter, and both ends are welded and joined from the inner surface of the pipe. The characteristic pipe-in-pipe construction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60178660A JPS6241824A (en) | 1985-08-15 | 1985-08-15 | Pipe-in-pipe construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60178660A JPS6241824A (en) | 1985-08-15 | 1985-08-15 | Pipe-in-pipe construction |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6241824A true JPS6241824A (en) | 1987-02-23 |
Family
ID=16052340
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60178660A Pending JPS6241824A (en) | 1985-08-15 | 1985-08-15 | Pipe-in-pipe construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6241824A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100735619B1 (en) | 2006-10-11 | 2007-07-04 | 대한기업주식회사 | The revival method which lays the new waterworks pipe on the waterworks pipe inside which is been old |
-
1985
- 1985-08-15 JP JP60178660A patent/JPS6241824A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100735619B1 (en) | 2006-10-11 | 2007-07-04 | 대한기업주식회사 | The revival method which lays the new waterworks pipe on the waterworks pipe inside which is been old |
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