JPS59167846U - Underwater pre-heavy anti-corrosion steel pipe piles - Google Patents
Underwater pre-heavy anti-corrosion steel pipe pilesInfo
- Publication number
- JPS59167846U JPS59167846U JP4128783U JP4128783U JPS59167846U JP S59167846 U JPS59167846 U JP S59167846U JP 4128783 U JP4128783 U JP 4128783U JP 4128783 U JP4128783 U JP 4128783U JP S59167846 U JPS59167846 U JP S59167846U
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- corrosion steel
- pipe pile
- heavy
- underwater
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
第1図ないし第3図はこの考案の第1実施例を示すもの
であって、第1図は水中用プレ重防食鋼管杭の側面図、
第2図はそのA−A線拡大断面図、第3図は前記プレ重
防食鋼管杭を桟橋構造物の支持に使用した状態を示す一
部縦断側面図である。
第4図はこの考案の第2実施例のプレ重防食鋼管杭によ
り桟橋構造物を支持した状態を示す一部縦断側面図であ
る。
図において、1は鋼管杭、2はポリエチレン樹脂系被覆
材、4は飛沫帯、5は干満帯、6は水中用プレ重防食鋼
管杭、7は桟橋構造物である。
補正 昭59. 5.31 −
実用新案登録請求の範囲、図面の簡単な説明を次のよう
に補正する。 −
0実用新案登録請求の範囲
(1) 水底地盤に打込まれる鋼管杭1における少な
くとも干満帯および飛沫帯が予めポリエチレン樹脂系被
覆材2により被覆されていることを特徴とする水中用プ
レ重防食鋼管杭。 ゛(2)ポリエチレン樹脂系被覆材
2が枕頭部に築造されるコンクリート構造物の内部にわ
たる位置−まで被着されている実用新案登録請求の範囲
第1IN記載の水中用プレ重防食鋼管杭。
−図面の簡単な説明
第1図ないし第3図はこの考案の第1実施例を示すもの
であって、第1図は水中用プレ重防食鋼、管杭の側面図
、第2図はそのA−A線拡大断面図、第3図は前記プレ
重防食鋼管杭をコンクリート構造物の支持に使用した状
態を示す一部縦断側面図である。第4図はこの考案の第
2実施例のプレ重防食鋼管杭によりコンクリート構造物
を支持した状態を示す一部縦断側面図である。
−図において、1は鋼管杭、2はポリエチレン樹脂系被
覆材、4は飛沫帯、5は干満帯、6は水中用プレ重防食
鋼管杭、7−はコンクリート構造物で日
第1図
一一−−←
一
―リフ−間訃■訃□□□−−======−−
・ ■澁因r−−7−M第2図
第3図Figures 1 to 3 show the first embodiment of this invention, in which Figure 1 is a side view of a pre-heavy-duty anti-corrosion steel pipe pile for underwater use;
FIG. 2 is an enlarged sectional view taken along the line A-A, and FIG. 3 is a partially vertical side view showing the pre-heavy anti-corrosion steel pipe pile used to support a pier structure. FIG. 4 is a partially longitudinal side view showing a state in which a pier structure is supported by pre-heavy anti-corrosion steel pipe piles according to a second embodiment of this invention. In the figure, 1 is a steel pipe pile, 2 is a polyethylene resin covering material, 4 is a splash zone, 5 is a tidal zone, 6 is an underwater pre-heavy anti-corrosion steel pipe pile, and 7 is a pier structure. Correction 1982. 5.31 - The claims for utility model registration and the brief description of the drawings are amended as follows. - 0 Claims for Utility Model Registration (1) Underwater pre-heavy corrosion protection characterized in that at least the tidal zone and the splash zone of the steel pipe pile 1 driven into the underwater ground are covered in advance with a polyethylene resin coating material 2 Steel pipe pile. (2) The underwater pre-heavy-duty anti-corrosion steel pipe pile according to claim 1 IN, in which the polyethylene resin sheathing material 2 is applied to the head of the bed up to a position extending inside the concrete structure to be constructed. - Brief description of the drawings Figures 1 to 3 show the first embodiment of this invention, in which Figure 1 is a side view of the underwater pre-heavy-duty anti-corrosion steel pipe pile, and Figure 2 is its side view. FIG. 3 is an enlarged cross-sectional view taken along the line A-A, and a partially vertical side view showing the state in which the pre-heavy anti-corrosion steel pipe pile is used to support a concrete structure. FIG. 4 is a partially vertical side view showing a concrete structure supported by pre-heavy anti-corrosion steel pipe piles according to the second embodiment of this invention. - In the figure, 1 is a steel pipe pile, 2 is a polyethylene resin coating, 4 is a splash zone, 5 is a tidal zone, 6 is a submersible pre-heavy-duty anti-corrosion steel pipe pile, and 7 is a concrete structure. −−← 1-riff-interval■訃□□□−−======−− ・■澁 CAUSE r−−7−MFigure 2Figure 3
Claims (1)
沫帯が予めポリエチレン樹脂系被覆材2により被覆され
ていることを特徴とする水中用プレ重防食鋼管杭。A submersible pre-heavy-duty anti-corrosion steel pipe pile characterized in that the tidal zone and splash zone of the steel pipe pile 1 to be driven into underwater ground are covered in advance with a polyethylene resin coating material 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4128783U JPS59167846U (en) | 1983-03-24 | 1983-03-24 | Underwater pre-heavy anti-corrosion steel pipe piles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4128783U JPS59167846U (en) | 1983-03-24 | 1983-03-24 | Underwater pre-heavy anti-corrosion steel pipe piles |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59167846U true JPS59167846U (en) | 1984-11-10 |
JPH0240106Y2 JPH0240106Y2 (en) | 1990-10-26 |
Family
ID=30171877
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4128783U Granted JPS59167846U (en) | 1983-03-24 | 1983-03-24 | Underwater pre-heavy anti-corrosion steel pipe piles |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59167846U (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5342403A (en) * | 1976-09-29 | 1978-04-17 | Mitsui Mining Co Ltd | Antiicorrosive and wearrresting foundation pile and method of manufacturing the same |
JPS57123329A (en) * | 1981-01-20 | 1982-07-31 | Sekisui Chem Co Ltd | Construction of pile |
-
1983
- 1983-03-24 JP JP4128783U patent/JPS59167846U/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5342403A (en) * | 1976-09-29 | 1978-04-17 | Mitsui Mining Co Ltd | Antiicorrosive and wearrresting foundation pile and method of manufacturing the same |
JPS57123329A (en) * | 1981-01-20 | 1982-07-31 | Sekisui Chem Co Ltd | Construction of pile |
Also Published As
Publication number | Publication date |
---|---|
JPH0240106Y2 (en) | 1990-10-26 |
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