JPS644918Y2 - - Google Patents
Info
- Publication number
- JPS644918Y2 JPS644918Y2 JP10393184U JP10393184U JPS644918Y2 JP S644918 Y2 JPS644918 Y2 JP S644918Y2 JP 10393184 U JP10393184 U JP 10393184U JP 10393184 U JP10393184 U JP 10393184U JP S644918 Y2 JPS644918 Y2 JP S644918Y2
- Authority
- JP
- Japan
- Prior art keywords
- rod
- hole
- locking
- profile
- buried
- 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.)
- Expired
Links
- 230000037431 insertion Effects 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 2
- 235000013399 edible fruits Nutrition 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002420 orchard Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
「産業上の利用分野」
本案は果樹園等に於ける各種支柱の傾倒防止用
控線及び柵の引下用の埋設アンカーに関するもの
である。[Detailed description of the invention] "Field of industrial application" This invention relates to a restraining line for preventing tilting of various supports in orchards, etc., and a buried anchor for pulling down fences.
「従来の技術」
従来の埋設アンカーは抵抗板をガイドに沿つて
垂直方向に叩打して打込むものであつたため、抵
抗板の地中における横方向への拡がりが少く、地
中の小石等に当ると叩打方向が垂直であるため
（横方向分力が小であるから）停止し充分拡大さ
せ難く強力アンカーを得ることが困難であつた。``Conventional technology'' Conventional buried anchors were driven by hammering the resistance plate vertically along a guide, which prevented the resistance plate from spreading laterally in the ground, making it difficult for underground pebbles, etc. When hit, the striking direction is vertical (because the lateral component force is small), so it stops and is difficult to expand sufficiently, making it difficult to obtain a strong anchor.
「考案が解決しようとする問題点」
本案は地中に埋設する２股部分を２股の方向に
叩打し２股を充分地中に打設し強力なアンカーを
得ようとするものである。``Problems to be solved by the invention'' This invention attempts to obtain a strong anchor by hammering the two-pronged part buried underground in the direction of the two-pronged part and driving the two prongs sufficiently into the ground.
「問題点を解決するための手段」
本案は長手方向に溝を屈曲形成してなる形材の
上端部に控杆を回動自在に接続し、同接続部より
も下端部側に上記形材に止杆挿入透孔を穿設し、
同孔に挿入する止杆の上端に頭部を形成し、上記
回動自在杆の上端に係止孔又は係止環を形成して
なる土中埋設アンカー装置によつて構成される。``Means for solving the problem'' This proposal connects a retaining rod rotatably to the upper end of a section formed by bending a groove in the longitudinal direction, and connects the above section to the lower end side of the connection section. A stop rod insertion hole is drilled in the
The anchor device is constructed by forming a head at the upper end of a locking rod inserted into the hole, and forming a locking hole or a locking ring at the upper end of the rotatable rod.
「作用」
従つて先ず地表にほぼ直角３角形の凹部を掘削
形成し、その直角底において上記形材を水平面に
対して45度の方向に叩打埋設する。そして上記直
角底に接して現われている上記透孔に止杆を上記
形材と直角方向に挿入し頭部を叩打してこれを上
記形材とは反対方向にかつ水平面に対して45度の
方向に埋設し、頭部を透孔に接触させる。その後
控杆を上方に直立させた状態で上記凹部を埋戻し
上端の係止孔又は環を地面に露出させて工事を終
る。"Operation" First, a substantially right-angled triangular recess is excavated on the ground surface, and the above-mentioned profile is hammered and buried at the right-angled bottom in a direction of 45 degrees to the horizontal plane. Then, a stop rod is inserted into the through hole that appears in contact with the right-angled bottom in a direction perpendicular to the shape, and the head is struck to force it in the opposite direction to the shape and at an angle of 45 degrees to the horizontal plane. bury the head in the direction of the hole so that the head is in contact with the through hole. Thereafter, with the retaining rod standing upright, the recess is filled back in to expose the locking hole or ring at the upper end to the ground, and the construction is completed.
「実施例」
ハツト形、Ｌ形、コ形又はＨ形等による溝形の
形材１の上端を端板２で閉鎖し下端を開放させ
る。端板２の直下に直交ピン３を架設し、同ピン
３を控杆４の下端環５に挿入して同杆４を上記形
材１に回動自在に接続する。この接続部よりも同
材１の下端側には同材１に止杆挿入孔６を穿設
し、同孔６に挿入する止杆７の上端に頭部８を形
成する。この止杆７には異形鉄筋（第３図）を用
いるが、平板（第１０図）であつても差支えな
い。透孔６部には厚板９を溶着して透孔６の厚さ
を上記形材１の厚さより若干厚く形成するもので
ある。そして上記控杆４の上端に係止孔又は係止
環１０を形成してなるものである。尚図中１１で
示すものは果樹棚の鋼線、１２は果樹棚の周囲
柱、隅柱、１３は同支柱１２の控線であつて上記
係止孔又は係止環１０に接続させる。``Embodiment'' The upper end of a groove-shaped member 1, such as a hat-shape, L-shape, U-shape, or H-shape, is closed with an end plate 2, and the lower end is left open. An orthogonal pin 3 is installed directly below the end plate 2, and the pin 3 is inserted into the lower end ring 5 of the retaining rod 4 to rotatably connect the rod 4 to the above-mentioned section 1. A stop rod insertion hole 6 is formed in the material 1 on the lower end side of the material 1 with respect to this connection part, and a head 8 is formed at the upper end of the stop rod 7 to be inserted into the hole 6. A deformed reinforcing bar (FIG. 3) is used for this stop rod 7, but a flat plate (FIG. 10) may also be used. A thick plate 9 is welded to the through hole 6 portion, so that the thickness of the through hole 6 is made slightly thicker than the thickness of the above-mentioned profile 1. A locking hole or locking ring 10 is formed at the upper end of the retaining rod 4. In the figure, reference numeral 11 indicates the steel wire of the fruit tree shelf, reference numeral 12 indicates the peripheral pillars and corner posts of the fruit tree shelf, and reference numeral 13 indicates the extension line of the support post 12, which is connected to the above-mentioned locking hole or locking ring 10.
「効果」
本案は上述のように構成したのでほぼ直角３角
形に掘削した凹部１４（第６図）の底部において
第７図に示すように上記形材１をほぼ45度に叩打
埋設し、さらに止杆７を反対方向にほぼ45度に叩
打埋設し得るため地中に小石等があつても叩打方
向が上記形材１及び止杆７の埋設方向であるため
強く叩打し得て充分叩打埋設し埋設長さを充分確
保し得るばかりでなく、上記凹部１４を埋戻して
控杆４を垂直に保持し、上端の係止孔又は環１０
に控線１３を接続し強力な土中埋設アンカーを得
ることができる。``Effects'' Since this project is constructed as described above, the above-mentioned profile 1 is hammered and buried at an angle of approximately 45 degrees as shown in FIG. Since the stop rod 7 can be hammered and buried in the opposite direction at an angle of approximately 45 degrees, even if there are pebbles etc. in the ground, the hitting direction is the burying direction of the above-mentioned profile 1 and the stop rod 7, so it can be hit strongly and buried sufficiently. Not only can a sufficient buried length be secured, but also the recess 14 can be backfilled to hold the retaining rod 4 vertically, and the locking hole or ring 10 at the upper end can be
A strong underground anchor can be obtained by connecting the extension wire 13 to the anchor wire 13.
第１図は本案の土中埋設アンカー装置を示す側
面図、第２図は使用状態の斜視図、第３図は止杆
挿入状態の斜視図、第４図は第３図Ａ−Ａ線によ
る縦断面図、第５図は第４図の側面図、第６図は
地表及び凹部の側面図、第７図は上記形材叩打状
態側面図、第８図は止杆叩打状態側面図、第９図
は控杆起立状態側面図、第１０図は止杆及び透孔
の他の実施例の斜視図である。
１……形材、４……回動自在杆、６……止杆挿
入透孔、７……止杆、８……頭部、１０……係止
環。
Figure 1 is a side view showing the proposed underground anchor device, Figure 2 is a perspective view of the device in use, Figure 3 is a perspective view of the locking rod inserted, and Figure 4 is taken along line A-A in Figure 3. 5 is a side view of FIG. 4, FIG. 6 is a side view of the ground surface and recess, FIG. 7 is a side view of the above-mentioned section in the state of striking, and FIG. FIG. 9 is a side view of the retaining rod in an upright state, and FIG. 10 is a perspective view of another embodiment of the retaining rod and the through hole. 1... Profile, 4... Rotatable rod, 6... Stopping rod insertion hole, 7... Stopping rod, 8... Head, 10... Locking ring.
Claims (1)
に控杆を回動自在に接続し、同接続部よりも下端
部側に上記形材に止杆挿入透孔を穿設し、同孔に
挿入する止杆の上端に頭部を形成し、上記回動自
在杆の上端に係止孔又は係止環を形成してなる土
中埋設アンカー装置。 A retaining rod is rotatably connected to the upper end of a profile formed by bending a groove in the longitudinal direction, and a retaining rod insertion hole is drilled in the profile at the lower end side of the connection part. An underground anchor device comprising: a head formed at the upper end of a stopper rod to be inserted into the hole; and a locking hole or a locking ring formed at the upper end of the rotatable rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10393184U JPS6119040U (en) | 1984-07-10 | 1984-07-10 | Underground anchor device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10393184U JPS6119040U (en) | 1984-07-10 | 1984-07-10 | Underground anchor device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6119040U JPS6119040U (en) | 1986-02-04 |
| JPS644918Y2 true JPS644918Y2 (en) | 1989-02-08 |
Family
ID=30663301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10393184U Granted JPS6119040U (en) | 1984-07-10 | 1984-07-10 | Underground anchor device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6119040U (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS587671U (en) * | 1981-07-07 | 1983-01-18 | 株式会社松井色素化学工業所 | Transfer printing sheet |
| JPH0636958Y2 (en) * | 1987-12-29 | 1994-09-28 | 株式会社松井色素化学工業所 | Thermosensitive reversible color change pattern transfer sheet for ceramic products |
| JPH0611193Y2 (en) * | 1988-07-15 | 1994-03-23 | 株式会社松井色素化学工業所 | Thermosensitive discoloration plastic molding |
| JPH0319099U (en) * | 1989-07-03 | 1991-02-25 | ||
| JPH0318537U (en) * | 1989-07-05 | 1991-02-22 |
-
1984
- 1984-07-10 JP JP10393184U patent/JPS6119040U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6119040U (en) | 1986-02-04 |
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