JPH0393829U - - Google Patents
Info
- Publication number
- JPH0393829U JPH0393829U JP294790U JP294790U JPH0393829U JP H0393829 U JPH0393829 U JP H0393829U JP 294790 U JP294790 U JP 294790U JP 294790 U JP294790 U JP 294790U JP H0393829 U JPH0393829 U JP H0393829U
- Authority
- JP
- Japan
- Prior art keywords
- sheath
- irregularly shaped
- steel pipe
- shaped sheath
- circumferential wall
- 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 description 4
- 239000010959 steel Substances 0.000 claims description 4
- 229920003002 synthetic resin Polymers 0.000 claims description 3
- 239000000057 synthetic resin Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
第１図は本考案によるアンカーのボンドシース
の一部破断した斜視図。第２図は第１図のアンカ
ーのボンドシースを使用したアンカー構築状況を
示す側断面図である。第３図Ａは本考案によるボ
ンドシースの一製作方法の一例を示す概略斜視図
、第３図Ｂは本考案によるボンドシースの他の製
作方法を示す一部破断斜視図である。第４図は本
考案のボンドシースを圧縮型アンカーに使用した
例の側断面図、第５図は本考案の他の応用例を示
すアンカー定着部の側断面図である。第６図は従
来の異形ボンドシースを示す側断面図である。
３……引張材、５……グラウト、８……コンク
リートペースト、２０……アンカーのボンドシー
ス、２１……合成樹脂製シース本体、２１ａ……
凸条、２２……スチール製パイプ、２３……接着
剤。
FIG. 1 is a partially cutaway perspective view of the bond sheath of the anchor according to the present invention. FIG. 2 is a side sectional view showing how the anchor of FIG. 1 is constructed using the bond sheath. FIG. 3A is a schematic perspective view showing one example of a method for manufacturing a bond sheath according to the present invention, and FIG. 3B is a partially cutaway perspective view showing another method for manufacturing a bond sheath according to the present invention. FIG. 4 is a side sectional view of an example in which the bond sheath of the present invention is used in a compression type anchor, and FIG. 5 is a side sectional view of an anchor fixing portion showing another application example of the present invention. FIG. 6 is a side sectional view showing a conventional irregularly shaped bond sheath. 3... Tensile material, 5... Grout, 8... Concrete paste, 20... Anchor bond sheath, 21... Synthetic resin sheath body, 21a...
Convex strip, 22...Steel pipe, 23...Adhesive.
Claims (1)
スを合成樹脂で成形し、該合成樹脂製の異形シー
スの内周壁の少なくとも端部に、スチール製パイ
プを挿着してなることを特徴とする、アンカーの
ボンドシース。 (2) 前記異形シースの内周壁の長手方向中間部
の適宜の位置に、前記スチール製パイプを挿着し
てなることを特徴とする、請求項１に記載のアン
カーのボンドシース。 (3) 前記異形シース内を挿通する引張材の適宜
の位置に圧着グリツプが固定されており、該圧着
グリツプと対向して位置する異形シース内周壁に
前記スチール製パイプを固着したことを特徴とす
る、請求項１又は２に記載のアンカーのボンドシ
ース。[Claims for Utility Model Registration] (1) An irregularly shaped sheath whose outer circumferential wall of a cylindrical body has an uneven shape is molded from synthetic resin, and a steel pipe is attached to at least an end of the inner circumferential wall of the irregularly shaped sheath made of synthetic resin. An anchor bond sheath that is characterized by being inserted and attached. (2) The anchor bond sheath according to claim 1, wherein the steel pipe is inserted into an appropriate position in the longitudinally intermediate portion of the inner peripheral wall of the irregularly shaped sheath. (3) A crimp grip is fixed at an appropriate position on the tensile member inserted through the irregularly shaped sheath, and the steel pipe is fixed to the inner circumferential wall of the irregularly shaped sheath located opposite to the crimp grip. The anchor bond sheath according to claim 1 or 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990002947U JPH0617859Y2 (en) | 1990-01-17 | 1990-01-17 | Anchor bond sheath |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990002947U JPH0617859Y2 (en) | 1990-01-17 | 1990-01-17 | Anchor bond sheath |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0393829U true JPH0393829U (en) | 1991-09-25 |
| JPH0617859Y2 JPH0617859Y2 (en) | 1994-05-11 |
Family
ID=31506791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1990002947U Expired - Lifetime JPH0617859Y2 (en) | 1990-01-17 | 1990-01-17 | Anchor bond sheath |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0617859Y2 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61117324A (en) * | 1984-11-12 | 1986-06-04 | Kajima Corp | Earth anchor |
| JPS62125138U (en) * | 1986-01-30 | 1987-08-08 |
-
1990
- 1990-01-17 JP JP1990002947U patent/JPH0617859Y2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61117324A (en) * | 1984-11-12 | 1986-06-04 | Kajima Corp | Earth anchor |
| JPS62125138U (en) * | 1986-01-30 | 1987-08-08 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0617859Y2 (en) | 1994-05-11 |