JPH03128727U - - Google Patents
Info
- Publication number
- JPH03128727U JPH03128727U JP3699590U JP3699590U JPH03128727U JP H03128727 U JPH03128727 U JP H03128727U JP 3699590 U JP3699590 U JP 3699590U JP 3699590 U JP3699590 U JP 3699590U JP H03128727 U JPH03128727 U JP H03128727U
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- anchor bolt
- tapered part
- bolt
- connector
- 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
- 210000002435 tendon Anatomy 0.000 claims description 2
- 230000003247 decreasing effect Effects 0.000 claims 1
- 239000000463 material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
第1図乃至第8図は本考案の実施例を示すもの
であり、第1図は永久地盤アンカーの縦断面図、
第2図はコニカルスリーブ近傍の側面図、第3図
はアンカーボルトの側面図、第4図イはコニカル
スリーブの側面図、第4図ロはコニカルスリーブ
の縦断面図、第5図イ乃至第5図ハは緊張材とア
ンカーボルトとを連結する工程図、第6図は圧入
治具の斜視図、第7図はアンカーボルトの側面図
、第8図はコニカルスリーブの側面図、第9図イ
及び第9図ロは従来例を示すものであり、第9図
イは連結具の正面図、第9図ロはアンカーボルト
及び緊張材の位置部とともに示す連結具の側面図
、第10図及び第11図は圧入試験の結果の代表
例を示す表図、第12図及び第13図は実施例の
引張試験結果の代表例を示す表図である。
A……永久地盤アンカー、10……緊張材、1
1……PC鋼線、20……アンカーボルト、20
a……テーパー部、20b……滑止め加工部、2
0c……雄螺子、21……アンカーナツト、22
……アンカープレート、30……コニカルスリー
ブ(連結具)、30a……嵌合部、30b……滑
止め加工部。
Figures 1 to 8 show examples of the present invention, and Figure 1 is a vertical cross-sectional view of a permanent ground anchor;
Fig. 2 is a side view of the vicinity of the conical sleeve, Fig. 3 is a side view of the anchor bolt, Fig. 4 A is a side view of the conical sleeve, Fig. 4 B is a longitudinal sectional view of the conical sleeve, and Figs. Figure 5C is a process diagram for connecting the tension material and the anchor bolt, Figure 6 is a perspective view of the press-fitting jig, Figure 7 is a side view of the anchor bolt, Figure 8 is a side view of the conical sleeve, and Figure 9. Figures 9A and 9B show conventional examples; Figure 9A is a front view of the connector, Figure 9B is a side view of the connector along with the position of the anchor bolt and tendon, and Figure 10 is a side view of the connector. and FIG. 11 is a table showing typical examples of the results of the press-fit test, and FIGS. 12 and 13 are tables showing typical examples of the results of the tensile test of Examples. A...Permanent ground anchor, 10...Tension material, 1
1...PC steel wire, 20...Anchor bolt, 20
a... Tapered part, 20b... Anti-slip part, 2
0c...Male screw, 21...Anchor nut, 22
... Anchor plate, 30 ... Conical sleeve (connector), 30a ... Fitting part, 30b ... Anti-slip processing part.
Claims (1)
で至る緊張材と、 一端には当該一端に向かうに従い外径が漸次拡大
するテーパー部を、他端には雄螺子を有するアン
カーボルトと、 前記雄螺子と螺合してなる雌螺子を有するアン
カーボルトとを有する定着具と、 外形略円筒状をなし円筒軸方向に向かつて漸次
内径が縮小する、前記アンカーボルトが有するテ
ーパー部に嵌合してなる嵌合部を有し、前記緊張
材の他端と前記アンカーボルトとを連結してなる
連結具とを備えた永久地盤アンカーであつて、 前記アンカーボルトのテーパー部外側面、及び
、前記連結具の内側面は、滑止部を有することを
特徴とした永久地盤アンカー。[Scope of Claim for Utility Model Registration] A tension member extending in the longitudinal direction of the borehole and reaching the tip of the borehole at one end, a tapered part whose outer diameter gradually increases toward the end, and a tapered part at the other end. An anchor bolt having a male thread, and an anchor bolt having a female thread screwed together with the male thread, the anchor having a substantially cylindrical outer shape and an inner diameter gradually decreasing in the axial direction of the cylinder. A permanent ground anchor comprising a fitting part that fits into a tapered part of a bolt, and a connector connecting the other end of the tendon and the anchor bolt, the anchor bolt A permanent ground anchor, wherein the outer surface of the tapered part and the inner surface of the connector have a non-slip part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3699590U JPH03128727U (en) | 1990-04-06 | 1990-04-06 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3699590U JPH03128727U (en) | 1990-04-06 | 1990-04-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03128727U true JPH03128727U (en) | 1991-12-25 |
Family
ID=31543714
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3699590U Pending JPH03128727U (en) | 1990-04-06 | 1990-04-06 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03128727U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008290703A (en) * | 2007-04-27 | 2008-12-04 | Toyoda Gosei Co Ltd | Weather strip and method for manufacturing the same |
-
1990
- 1990-04-06 JP JP3699590U patent/JPH03128727U/ja active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008290703A (en) * | 2007-04-27 | 2008-12-04 | Toyoda Gosei Co Ltd | Weather strip and method for manufacturing the same |