JPH0415792Y2 - - Google Patents

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Publication number
JPH0415792Y2
JPH0415792Y2 JP1134385U JP1134385U JPH0415792Y2 JP H0415792 Y2 JPH0415792 Y2 JP H0415792Y2 JP 1134385 U JP1134385 U JP 1134385U JP 1134385 U JP1134385 U JP 1134385U JP H0415792 Y2 JPH0415792 Y2 JP H0415792Y2
Authority
JP
Japan
Prior art keywords
corrosion
layer
pile
joint
corrosion layer
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
Application number
JP1134385U
Other languages
Japanese (ja)
Other versions
JPS61130639U (en
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 filed Critical
Priority to JP1134385U priority Critical patent/JPH0415792Y2/ja
Publication of JPS61130639U publication Critical patent/JPS61130639U/ja
Application granted granted Critical
Publication of JPH0415792Y2 publication Critical patent/JPH0415792Y2/ja
Expired legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は例えば海岸等腐食のはげしい所に打設
される防食杭、より詳細には溶接される上、下杭
継手部近傍の未処理部分を被覆するところの防食
層に対する保護構造に関する。
[Detailed description of the invention] (Industrial application field) The present invention is applicable to anti-corrosion piles driven in places with severe corrosion, such as the coast, and more specifically to untreated areas near the welded upper and lower pile joints. This invention relates to a protective structure for an anticorrosive layer that covers a material.

(従来の技術) 従来では、第4図に示すように、上、下杭1,
2はいずれも継手部4近傍の未処理部分を残して
予め所定のポリエチレン樹脂の防食層3,3で覆
われているが、前記未処理部分は継手部4の溶接
後、熱収縮性のポリエチレン樹脂の防食層5で覆
うようにしている。その際、防食層5は加熱によ
り収縮させ上、下杭1,2の防食層3,3上に重
合被着させていた。
(Prior art) Conventionally, as shown in Fig. 4, upper and lower piles 1,
2 are covered in advance with a predetermined anti-corrosion layer 3 made of polyethylene resin, leaving an untreated portion near the joint portion 4, but the untreated portion is covered with a heat-shrinkable polyethylene resin layer after welding the joint portion 4. It is covered with a resin anti-corrosion layer 5. At that time, the anticorrosion layer 5 was contracted by heating and polymerized onto the anticorrosion layers 3, 3 of the upper and lower piles 1, 2.

(考案が解決しようとする問題点) 従来の技術については上述のとおりであるた
め、溶接した上下杭を打設する際、未処理部分を
覆う防食層5の下端が土の抵抗を直接受けてめく
れ上がり、継手部近傍が腐食し易いという欠点が
あつた。
(Problem to be solved by the invention) Since the conventional technology is as described above, when welded upper and lower piles are driven, the lower end of the anticorrosion layer 5 covering the untreated portion directly receives the resistance of the soil. It had the disadvantage that it curled up and was prone to corrosion near the joint.

本考案の目的は上記欠点を解消して継手部近傍
における腐食を十分に防ぐことのできる防食杭を
提供するにある。
An object of the present invention is to provide a corrosion-proof pile that can eliminate the above-mentioned drawbacks and sufficiently prevent corrosion in the vicinity of the joint.

(問題点を解決するための手段) 本考案に掛かる防食杭の継手構造の特徴とする
ところは、上、下杭1,2の継手部4近傍の下杭
2上部に、小径部分6aと大径部分6bとかなら
る第1防食層6を施し、前記小径部分6aには継
手4の未処理部分を被覆する熱収縮性の第2防食
層5を加熱被着し、他方前記大径部分6bには下
杭2側の第3防食層3を被着させた点にある。
(Means for Solving the Problems) The joint structure of the anti-corrosion pile according to the present invention is characterized by having a small diameter portion 6a and a large A first anti-corrosion layer 6 consisting of the diameter portion 6b is applied, a heat-shrinkable second anti-corrosion layer 5 covering the untreated portion of the joint 4 is applied by heating to the small diameter portion 6a, and the second anti-corrosion layer 5 consisting of the large diameter portion 6b is applied to the small diameter portion 6a. The point is that the third corrosion protection layer 3 on the lower pile 2 side is applied.

(作用) 本考案に掛る防食杭の継手構造は上述のように
構成されているので、下杭2上部の未処理部分に
施された第1防食層6の大径部分6bと予め下杭
2に施され所定の第3防食層3の上端部分との重
合により、フリクシヨンカツタを形成し、それに
よつて、継手部上下の未処理部分を被覆する第2
防食層5の下端のめくれ上がりを防いでいる。
(Function) Since the joint structure of the anti-corrosion pile according to the present invention is configured as described above, the large-diameter portion 6b of the first anti-corrosion layer 6 applied to the untreated upper part of the lower pile 2 and the lower pile 2 The second anti-corrosion layer 3 forms a friction cutter by polymerizing with the upper end portion of the predetermined third anti-corrosion layer 3, thereby covering the untreated portions above and below the joint.
This prevents the lower end of the anti-corrosion layer 5 from turning up.

(実施例) 本考案の実施例につき、第1図乃至第3図を参
照しながら以下詳述する。
(Example) An example of the present invention will be described in detail below with reference to FIGS. 1 to 3.

第3図に示すように、下杭2の上方部分にポリ
オレフイン樹脂のテープを巻きつけて小径部分6
aと大径部分6bとからなる第1防食層6を形成
する。その第1防食層6の小径部分6aの厚さは
下杭2の所定の防食厚にほぼ等しく、大径部分6
aの厚さは所定の防食厚の2倍以上とし、第1防
食層6の縦方向の全体長は300〜400mm程度とす
る。そして前記第1防食層6の大径部分6bには
下杭2の所定の第3防食層3(第1防食層6と同
材質)を押出し被覆により施す。それによつて第
1防食層6の上端から約150mm下方にリング状の
フリクシヨンカツタが形成される。
As shown in Fig. 3, a polyolefin resin tape is wrapped around the upper part of the lower pile 2, and
A first anticorrosive layer 6 is formed, which includes a large diameter portion 6b and a large diameter portion 6b. The thickness of the small diameter portion 6a of the first anti-corrosion layer 6 is approximately equal to the predetermined anti-corrosion thickness of the lower pile 2;
The thickness of a is at least twice the predetermined anticorrosion thickness, and the overall length of the first anticorrosion layer 6 in the vertical direction is about 300 to 400 mm. Then, a predetermined third anticorrosion layer 3 (made of the same material as the first anticorrosion layer 6) of the lower pile 2 is applied to the large diameter portion 6b of the first anticorrosion layer 6 by extrusion coating. As a result, a ring-shaped friction cutter is formed approximately 150 mm below the upper end of the first anticorrosive layer 6.

現場において、上述のように防食層3,6を施
した下杭2を上杭1に継手部4で溶接し、上端部
分を上杭1の所定の防食層3上に、下端部分を前
記防食層6の小径部分6aにそれぞれ重合するよ
うにシート状の熱収縮性ポリエチレン樹脂の防食
カバーを巻きつけ熱収縮させて被覆し第2防食層
5を形成する。あるいは、溶接前に上述のように
防食層3,6を施した下杭2の第1防食層6の小
径部分6aにチユーブ状のポリエチレン樹脂の防
食チユーブ下端部分を重ね、継手部4の溶接後に
防食チユーブを上方に引き上げてその上端部分を
上杭1の所定の防食層3下端部に重ね熱収縮させ
て被覆し第2防食層5を形成するようにしてもよ
い。
At the site, the lower pile 2 coated with anti-corrosion layers 3 and 6 as described above is welded to the upper pile 1 at the joint 4, the upper end portion is placed on the predetermined anti-corrosion layer 3 of the upper pile 1, and the lower end portion is coated with the anti-corrosion layer 3. A sheet-like anti-corrosion cover made of heat-shrinkable polyethylene resin is wrapped around the small-diameter portion 6a of the layer 6 so as to be polymerized and heat-shrinked to cover it, thereby forming the second anti-corrosion layer 5. Alternatively, the lower end portion of a tube-shaped anti-corrosion tube made of polyethylene resin may be overlapped with the small diameter portion 6a of the first anti-corrosion layer 6 of the lower pile 2 on which the anti-corrosion layers 3 and 6 have been applied as described above before welding, and after welding the joint portion 4, The second anti-corrosion layer 5 may be formed by pulling the anti-corrosion tube upward and overlapping the lower end portion of the predetermined anti-corrosion layer 3 of the upper pile 1 with the anti-corrosion tube and heat-shrinking the tube.

勿論、いずれの被覆においても接着のための前
処理が施されることはいうまでもない。
Of course, any coating is subjected to pretreatment for adhesion.

なお、第2図に示すように、フリクシヨンカツ
タの性能を高めるために第2防食層5′の下端部
をテーパ状に形成することが望ましい。また第1
防食層6の下端部をテーパ状として下杭2の所定
の第3防食層3の施工を妨げないようにすること
が望ましい。
As shown in FIG. 2, it is desirable to form the lower end of the second anti-corrosion layer 5' into a tapered shape in order to improve the performance of the friction cutter. Also the first
It is desirable that the lower end of the anti-corrosion layer 6 be tapered so as not to interfere with the construction of the predetermined third anti-corrosion layer 3 on the lower pile 2.

(効果) 本考案は以上の説明から分るように、継手部4
近傍の未処理部分を被覆する第2防食層5の下端
が第1防食層6の大径部分と下杭2の所定の第3
防食層3とで形成されるフリクシヨンカツタによ
り土の抵抗を受けることがないので、めくれ上が
ることがなく、したがつて、継手部分での防食層
を保護し腐食に強い防食杭を得ることができる。
(Effect) As can be seen from the above explanation, the present invention
The lower end of the second anti-corrosion layer 5 covering the untreated portion in the vicinity is connected to the large diameter portion of the first anti-corrosion layer 6 and the predetermined third portion of the lower pile 2.
Since the friction vine formed with the anti-corrosion layer 3 does not receive resistance from the soil, it does not curl up, and therefore it is possible to protect the anti-corrosion layer at the joint part and obtain a corrosion-resistant pile that is resistant to corrosion. can.

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

第1図は本考案に係る防食杭の継手構造の一実
施例を示す縦断面図、第2図は本考案の他の実施
例を示す縦断面図、第3図は本考案に係る防食杭
の下杭の上部構造を示す縦断面図、第4図は従来
の防食杭の縦断面図である。 1……上杭、2……下杭、3……所定の防食層
(第3防食層)、4……継手部、5……第2防食
層、6……小径部と大径部からなる防食層(第1
防食層)、6a……小径部分、6b……小径部分。
Fig. 1 is a longitudinal cross-sectional view showing one embodiment of the joint structure of a corrosion-resistant pile according to the present invention, Fig. 2 is a longitudinal cross-sectional view showing another embodiment of the present invention, and Fig. 3 is a longitudinal cross-sectional view showing an embodiment of the joint structure of a corrosion-proof pile according to the present invention. FIG. 4 is a vertical cross-sectional view of a conventional anti-corrosion pile. 1... Upper pile, 2... Lower pile, 3... Predetermined anti-corrosion layer (third anti-corrosion layer), 4... Joint part, 5... Second anti-corrosion layer, 6... From the small diameter part and the large diameter part corrosion protection layer (first
anti-corrosion layer), 6a... small diameter portion, 6b... small diameter portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上、下杭1,2の継手部4近傍の下杭2上部
に、小径部分6aと大径部分6bとからなる第1
防食層6を施し、前記小径部分6aには継手部4
上下の未処理部分を被覆する熱収縮性の第2防食
層5の下方部分を加熱被着させ、他方前記大径部
分6bには下杭側の第3防食層3を被着させたこ
とを特徴とする防食杭の継手構造。
At the upper part of the lower pile 2 near the joint part 4 of the upper and lower piles 1 and 2, there is a first part consisting of a small diameter part 6a and a large diameter part 6b.
A corrosion protection layer 6 is applied, and a joint portion 4 is provided on the small diameter portion 6a.
The lower part of the heat-shrinkable second anti-corrosion layer 5 covering the upper and lower untreated parts is applied by heating, and the third anti-corrosion layer 3 on the lower pile side is applied to the large diameter part 6b. Features a corrosion-resistant pile joint structure.
JP1134385U 1985-01-31 1985-01-31 Expired JPH0415792Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1134385U JPH0415792Y2 (en) 1985-01-31 1985-01-31

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1134385U JPH0415792Y2 (en) 1985-01-31 1985-01-31

Publications (2)

Publication Number Publication Date
JPS61130639U JPS61130639U (en) 1986-08-15
JPH0415792Y2 true JPH0415792Y2 (en) 1992-04-09

Family

ID=30493377

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1134385U Expired JPH0415792Y2 (en) 1985-01-31 1985-01-31

Country Status (1)

Country Link
JP (1) JPH0415792Y2 (en)

Also Published As

Publication number Publication date
JPS61130639U (en) 1986-08-15

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