JPS62172734U - - Google Patents
Info
- Publication number
- JPS62172734U JPS62172734U JP4793086U JP4793086U JPS62172734U JP S62172734 U JPS62172734 U JP S62172734U JP 4793086 U JP4793086 U JP 4793086U JP 4793086 U JP4793086 U JP 4793086U JP S62172734 U JPS62172734 U JP S62172734U
- Authority
- JP
- Japan
- Prior art keywords
- tip
- steel material
- tensile steel
- pressure plate
- bearing pressure
- 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
- 229910000831 Steel Inorganic materials 0.000 claims 4
- 239000000463 material Substances 0.000 claims 4
- 239000010959 steel Substances 0.000 claims 4
- 238000010586 diagram Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
第１図はこの考案に係る永久地盤アンカー先端
部の防錆処理構造を示した断面図、第２図は従来
の仮設地盤アンカーの主要部を示した断面図、第
３図〜第５図は地盤アンカーの用途説明図である
。
Figure 1 is a cross-sectional view showing the anti-rust structure of the tip of a permanent ground anchor according to this invention, Figure 2 is a cross-sectional view showing the main parts of a conventional temporary ground anchor, and Figures 3 to 5 are It is an explanatory diagram of the use of a ground anchor.
Claims (1)
た上で該引張鋼材１を支圧板２の孔に通して止め
てあり、同支圧板２の引抜き側には引張鋼材１の
外周を囲む配置で管状の耐荷体３を水密的に接合
し、さらに耐荷体３の引抜き側にはやはり引張鋼
材１の外周を囲む配置で管状の自由長部シース４
を水密的に接合してあり、前記支圧板２よりも先
に突出された前記引張鋼材１の先端突出部及び圧
着グリツプ６は支圧板２の反引抜き側に油密的に
取り付けた先端キヤツプ７及び該先端キヤツプ７
内に充填した防錆油８により被覆し保護されてい
ることを特徴とする、永久地盤アンカー先端部の
防錆処理構造。 A crimp grip 6 is attached to the tip of the tensile steel material 1, and the tensile steel material 1 is passed through a hole in a bearing pressure plate 2 and fixed therein. The tubular load bearing body 3 is joined in a watertight manner, and a tubular free length sheath 4 is also arranged to surround the outer periphery of the tensile steel material 1 on the drawing side of the load bearing body 3.
The tip protrusion of the tensile steel material 1 and the crimp grip 6, which protrude beyond the bearing pressure plate 2, are joined together in a watertight manner, and the tip cap 7 is oil-tightly attached to the opposite side of the bearing pressure plate 2. and the tip cap 7
A rust-proofing structure for the tip of a permanent ground anchor, characterized in that it is coated and protected by rust-proofing oil 8 filled therein.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4793086U JPH0329384Y2 (en) | 1986-03-31 | 1986-03-31 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4793086U JPH0329384Y2 (en) | 1986-03-31 | 1986-03-31 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62172734U true JPS62172734U (en) | 1987-11-02 |
| JPH0329384Y2 JPH0329384Y2 (en) | 1991-06-24 |
Family
ID=30868991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4793086U Expired JPH0329384Y2 (en) | 1986-03-31 | 1986-03-31 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0329384Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2023519443A (en) * | 2020-07-22 | 2023-05-10 | 中建科工集団有限公司 | Waterproof structure of floating prevention anchor cable and its construction method |
-
1986
- 1986-03-31 JP JP4793086U patent/JPH0329384Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2023519443A (en) * | 2020-07-22 | 2023-05-10 | 中建科工集団有限公司 | Waterproof structure of floating prevention anchor cable and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0329384Y2 (en) | 1991-06-24 |