JPS61169145U - - Google Patents
Info
- Publication number
- JPS61169145U JPS61169145U JP5033585U JP5033585U JPS61169145U JP S61169145 U JPS61169145 U JP S61169145U JP 5033585 U JP5033585 U JP 5033585U JP 5033585 U JP5033585 U JP 5033585U JP S61169145 U JPS61169145 U JP S61169145U
- Authority
- JP
- Japan
- Prior art keywords
- hole
- female thread
- center
- tip
- water passage
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 240000001548 Camellia japonica Species 0.000 claims description 2
- 235000018597 common camellia Nutrition 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims 2
- 238000010168 coupling process Methods 0.000 claims 2
- 238000005859 coupling reaction Methods 0.000 claims 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
第1図は本考案の外観図、第2図は本考案の分
解図、第3図は本考案の断面図、第4図は本考案
の実施例図、第5図は一般に良く使用されている
ものの実施例図。
1……錨ヘツド部、2……引張りアーム、3…
…連接棒、4……きり、5……通水孔、6……通
水道、7……水止めスプリング、8……はがね玉
、9……パワーアーム継手、10……圧力軸受、
11……カバー、12……元応力を加え出来る鋼
椿、13……ワシヤ、14……熔接点、15……
水管。
Figure 1 is an external view of the invention, Figure 2 is an exploded view of the invention, Figure 3 is a sectional view of the invention, Figure 4 is an embodiment of the invention, and Figure 5 is a commonly used diagram. An example diagram of what exists. 1...Anchor head part, 2...Tension arm, 3...
... Connecting rod, 4 ... Drill, 5 ... Water hole, 6 ... Water supply, 7 ... Water stop spring, 8 ... Steel ball, 9 ... Power arm joint, 10 ... Pressure bearing,
11... Cover, 12... Steel camellia that can apply original stress, 13... Wasiya, 14... Welding contact, 15...
Water pipe.
Claims (1)
に開放及び後方に折り畳み自在の引張りアームを
放射状に取り付け、かつ中央から後方に向けてネ
ジ部を突出させると共に内部に前記通水孔に至る
通水道を貫通して設け、前記通水孔と通水道間に
スプリングにより常時閉に作用している逆止弁を
内蔵させた構成の錨ヘツド部と、 b 前記錨ヘツド部のネジ部に螺合する雌ネジを
先端内に設け、かつこの雌ネジを締め込んだ際に
外周が前記折り畳んだ引張りアームを少し押し開
く外径であつて、後端に連接棒との結合雌ネジを
設け、中央に前記通水道に続く孔を設けて成るパ
ワーアーム継手と、 c 前記パワーアーム継手に対して圧力軸受を介
して連結されていると共に中央に貫通孔を設けて
成るカバーと、 d 前記カバーに対して先端が結合された鋼椿と
、 e 前記パワーアーム継手の結合雌ネジに螺合す
るネジを先端に設け、後端に接合ネジ部を設け、
前記カバー内の貫通孔内に回転自在に挿入される
と共に中央に前記パワーアーム継手内の孔に続く
給水孔を設けて成る連接棒と、 f からなる地錨の快速継手装置。[Scope of Claim for Utility Model Registration] a. A cutter with a water hole is attached to the center of the tip, and a tension arm that can be opened and folded backwards is attached radially, and a threaded portion protrudes from the center toward the rear, and an anchor head portion having a structure in which a water passage leading to the water passage hole is provided through the anchor head portion, and a check valve is built in between the water passage hole and the water passage, the check valve being normally closed by a spring; b. the anchor head portion; A female thread is provided inside the tip to be screwed into the threaded part of the section, and when the female thread is tightened, the outer periphery will push the folded tension arm slightly open, and the rear end is provided with a female thread that engages with the connecting rod. a power arm joint comprising a coupling female thread and a hole in the center leading to the water supply; c) a cover connected to the power arm joint via a pressure bearing and having a through hole in the center; and d a steel camellia whose tip is coupled to the cover; e a screw that engages with the coupling female thread of the power arm joint at the tip and a joint threaded portion at the rear end;
A ground anchor rapid joint device comprising: a connecting rod rotatably inserted into a through hole in the cover and having a water supply hole in the center that continues to the hole in the power arm joint;
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5033585U JPS61169145U (en) | 1985-04-04 | 1985-04-04 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5033585U JPS61169145U (en) | 1985-04-04 | 1985-04-04 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61169145U true JPS61169145U (en) | 1986-10-20 |
Family
ID=30568369
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5033585U Pending JPS61169145U (en) | 1985-04-04 | 1985-04-04 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61169145U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100448037B1 (en) * | 2002-11-19 | 2004-09-16 | 함형운 | Soil-nail Structure and Soil-nailing method for slope-reinforcement-construction |
-
1985
- 1985-04-04 JP JP5033585U patent/JPS61169145U/ja active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100448037B1 (en) * | 2002-11-19 | 2004-09-16 | 함형운 | Soil-nail Structure and Soil-nailing method for slope-reinforcement-construction |
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