JPS645937U - - Google Patents
Info
- Publication number
- JPS645937U JPS645937U JP9630787U JP9630787U JPS645937U JP S645937 U JPS645937 U JP S645937U JP 9630787 U JP9630787 U JP 9630787U JP 9630787 U JP9630787 U JP 9630787U JP S645937 U JPS645937 U JP S645937U
- Authority
- JP
- Japan
- Prior art keywords
- borehole
- surface side
- wall thickness
- ground surface
- anchor body
- 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 3
- 239000000463 material Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
第１図はこの考案の一実施例の縦断面図、第２
図は筒体の連結部分の側面図、第３図は他の実施
例の縦断面図、第４図は従来の定着アンカーの縦
断面図である。
１……定着体、２……筒体、３……突部、４…
…支圧壁、５……緊張鋼材挿通孔、６……雄ねじ
、７……雌ねじ、８……カツプラー、９……アン
ボンドＰＣ鋼材、１０……圧縮マンシヨン、１１
……コンクリート、１２……削孔。
Figure 1 is a vertical sectional view of one embodiment of this invention, Figure 2
3 is a longitudinal sectional view of another embodiment, and FIG. 4 is a longitudinal sectional view of a conventional fixing anchor. 1...Fixing body, 2...Cylinder body, 3...Protrusion, 4...
... Bearing wall, 5 ... Tension steel material insertion hole, 6 ... Male thread, 7 ... Female thread, 8 ... Coupler, 9 ... Unbonded PC steel material, 10 ... Compression apartment, 11
...Concrete, 12...Drilling holes.
Claims (1)
の肉厚を、地表側から削孔底部に行くにつれて徐
々に厚くし、この定着体内にＰＣ鋼材を挿入して
固定し、削孔内に埋設したことを特徴とする定着
アンカー。 The wall thickness of the cylindrical anchor body to be inserted into the borehole formed in the ground is gradually increased from the ground surface side to the bottom of the borehole, and a PC steel material is inserted and fixed in this anchor body, and the wall thickness is increased gradually from the ground surface side to the bottom of the borehole. A fixing anchor characterized by being buried in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9630787U JPH047230Y2 (en) | 1987-06-23 | 1987-06-23 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9630787U JPH047230Y2 (en) | 1987-06-23 | 1987-06-23 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS645937U true JPS645937U (en) | 1989-01-13 |
| JPH047230Y2 JPH047230Y2 (en) | 1992-02-26 |
Family
ID=31321179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9630787U Expired JPH047230Y2 (en) | 1987-06-23 | 1987-06-23 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH047230Y2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04216714A (en) * | 1990-12-14 | 1992-08-06 | Kensetsu Kiso Eng Co Ltd | Anchor |
| KR100967897B1 (en) * | 2009-11-04 | 2010-07-06 | 주식회사 에스지오텍 | Construction methods using apparatus for reinforcing inclined plane used in retaining wall |
-
1987
- 1987-06-23 JP JP9630787U patent/JPH047230Y2/ja not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04216714A (en) * | 1990-12-14 | 1992-08-06 | Kensetsu Kiso Eng Co Ltd | Anchor |
| KR100967897B1 (en) * | 2009-11-04 | 2010-07-06 | 주식회사 에스지오텍 | Construction methods using apparatus for reinforcing inclined plane used in retaining wall |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH047230Y2 (en) | 1992-02-26 |