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JPH0415335B2 - - Google Patents
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JPH0415335B2 - - Google Patents

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Publication number
JPH0415335B2
JPH0415335B2 JP28894687A JP28894687A JPH0415335B2 JP H0415335 B2 JPH0415335 B2 JP H0415335B2 JP 28894687 A JP28894687 A JP 28894687A JP 28894687 A JP28894687 A JP 28894687A JP H0415335 B2 JPH0415335 B2 JP H0415335B2
Authority
JP
Japan
Prior art keywords
plate
guide plate
resistance
branch
resistance plate
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
Application number
JP28894687A
Other languages
Japanese (ja)
Other versions
JPH01131718A (en
Inventor
Hikoitsu Watanabe
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP28894687A priority Critical patent/JPH01131718A/en
Publication of JPH01131718A publication Critical patent/JPH01131718A/en
Publication of JPH0415335B2 publication Critical patent/JPH0415335B2/ja
Granted legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 (イ) 産業上の利用分野 本発明は主に電柱等の支線を大地に引き止め固
定するグランドアンカーに関する。
DETAILED DESCRIPTION OF THE INVENTION (a) Field of Industrial Application The present invention mainly relates to a ground anchor for anchoring and fixing a branch line of a utility pole or the like to the ground.

(ロ) 従来の技術 図面中第8図乃至第13図に示すような2体の
抵抗板体19,20と、別体の支線ロツド21で
構成され、それぞれの抵抗板体19,20を別個
に打ち込み、土中で錨形に結合させる方式のグラ
ンドアンカーは工法が単純なため作業性が良く、
それぞれ湾曲された抵抗板22,23は土の把持
特性にもすぐれていて安定した抗力が得られるこ
とから、従来多くの電柱支線用として使用されて
きた。
(b) Prior art It is composed of two resistance plate bodies 19, 20 and a separate branch rod 21 as shown in FIGS. 8 to 13 in the drawings, and each resistance plate body 19, 20 is connected separately. Ground anchors, which are driven into the ground and connected in an anchor shape in the soil, have a simple construction method and are easy to work with.
Since the curved resistance plates 22 and 23 have excellent soil gripping properties and can provide stable resistance, they have been used for many utility pole support lines.

このグランドアンカーの施工はハンマーとその
衝撃を伝承させるための工具Bを用いて、まず第
11図のように第1抵抗板体19を所定深さの土
中に打ち込み、つぎに穴底に一部露出する案内板
24に嵌めてその規制に補助されながら第2抵抗
板体20を打ち込むのである。
To construct this ground anchor, first drive the first resistance plate 19 into the soil at a predetermined depth as shown in Fig. 11 using a hammer and tool B for transmitting the impact, and then place it at the bottom of the hole. The second resistance plate body 20 is inserted into the partially exposed guide plate 24 and driven in while being assisted by its regulation.

そして、この案内板24の円弧と略一致させて
湾曲成形された第2抵抗板体20の中心線上には
前記案内板24の幅に見合つた高さの補強溝33
が形成され、その裏側後端には補強溝33を跨い
で係止板34が固着されているから、前記のよう
に補強溝33を案内板24に嵌めて打ち込むと第
2抵抗板体20は案内板24に沿つた軌道から外
れることなく土中を曲進し、係止板34が案内板
24下方に連設された方向板25の一部に当接し
たところで第1抵抗板体19と第2抵抗板体20
が結合する(第12図参照)。
A reinforcing groove 33 having a height commensurate with the width of the guide plate 24 is provided on the center line of the second resistance plate body 20 which is curved to approximately match the arc of the guide plate 24.
is formed, and the locking plate 34 is fixed to the rear end of the back side across the reinforcing groove 33. Therefore, when the reinforcing groove 33 is fitted into the guide plate 24 and driven in as described above, the second resistance plate body 20 It curves through the soil without deviating from the trajectory along the guide plate 24, and when the locking plate 34 comes into contact with a part of the direction plate 25 connected below the guide plate 24, the first resistance plate body 19 and Second resistance plate body 20
are combined (see Figure 12).

この2体の抵抗板体19,20を結合させた
後、ピン28によつて軸止された案内板24を支
線方向に合わせて適宜回動させ、先端のボルト孔
29に支線ロツド21をボルト31、ナツト32
により連結し、電柱支線の端末を支線ロツドの丸
環に結束して十分に張線した後、作業穴を埋め戻
し作業を終了する(第13図)。
After these two resistance plates 19 and 20 are connected, the guide plate 24, which is fixed by a pin 28, is rotated appropriately in accordance with the direction of the branch line, and the branch line rod 21 is bolted into the bolt hole 29 at the tip. 31, Natsu 32
After connecting the ends of the utility pole branch lines to the round rings of the branch rods and fully tensioning the wires, the work of backfilling the work hole is completed (Fig. 13).

(ハ) 発明が解決しようとする問題点 上記従来の技術に於ては2体の抵抗板体19,
20を結合する係止板34が、第2抵抗板体20
に形成された補強溝33を跨ぐように固着されて
いるため、あらかじめ支線ロツド21と案内板2
4を一体に構成することが許されず、支線ロツド
21は第1抵抗板体19とは別体に分離しておか
なければならなかつた。
(c) Problems to be solved by the invention In the above conventional technology, two resistance plates 19,
The locking plate 34 that connects the second resistance plate body 20
The branch rod 21 and guide plate 2 are fixed in such a way that they straddle the reinforcement groove 33 formed in the
4 was not allowed to be constructed integrally, and the branch rod 21 had to be separated from the first resistance plate 19.

そのため第1抵抗板体19を打ち込んでも支線
ロツド21の取付けは別作業として残されてお
り、作業の合理性を唯一損ねていたし、別体の部
材であるため2体の抵抗板体19,20と組み合
わせて梱包する作業まで煩雑化させていた。
Therefore, even if the first resistance plate 19 is driven in, the installation of the branch rod 21 remains as a separate work, which is the only thing that impairs the rationality of the work, and since they are separate members, the two resistance plates 19 and 20 are Even the task of packaging the product was complicated.

また、前記のように固着された係止板34によ
つて補強溝33の高さは制限されており、該補強
溝33に嵌められる案内板24は全長にわたつて
一定量の幅でなければならず、その下方に連設さ
れた方向板25と比較すると案内板24部分の幅
は極端に狭くなる。
Further, the height of the reinforcing groove 33 is limited by the locking plate 34 fixed as described above, and the guide plate 24 fitted into the reinforcing groove 33 must have a certain width over its entire length. Moreover, the width of the guide plate 24 portion is extremely narrow compared to the direction plate 25 provided below.

さらに、案内板24下端部に隣接して工具受2
6が形成されているため、打込み時のハンマー衝
撃は幅の狭い案内板24下端付近に集中しやす
く、該部に金属疲労を生じさせる危惧があつた。
Further, a tool receiver 2 is provided adjacent to the lower end of the guide plate 24.
6, the hammer impact during driving tends to concentrate near the lower end of the guide plate 24, which is narrow, and there is a fear that metal fatigue may occur in this area.

このような案内板24の金属疲労を防ぐため従
来の技術では、案内板24と方向板25を一体成
形せず、これら案内板24と方向板25とを第8
図に示すように連結板27とピン28を介して結
合し、ハンマー衝撃で生じる振動の拡散を図つた
のであるが、その結果第1抵抗板体19の組立て
工程は著しく複雑になり、コストダウンを妨げる
原因となつていた。
In order to prevent such metal fatigue of the guide plate 24, in the conventional technology, the guide plate 24 and the direction plate 25 are not integrally molded, but the guide plate 24 and the direction plate 25 are
As shown in the figure, the connecting plate 27 and the pin 28 are connected to each other in order to diffuse the vibrations generated by the hammer impact, but as a result, the process of assembling the first resistor plate 19 becomes extremely complicated, which reduces costs. It was causing a hindrance.

(ニ) 問題点を解決するための手段 上記の問題点に鑑み、本発明に於ては支線ロツ
ドと第1抵抗板体を一体化して施工及び梱包の作
業を合理化すると共に、従来のような案内板の軸
止構造を改めて打込み時のハンマー衝撃による振
動に耐え得る幅広の案内板を一体成形することに
よつて、構成部品を減少させ且つ組立て工程を簡
素化したのである。
(d) Means for Solving the Problems In view of the above problems, the present invention integrates the branch rod and the first resistor plate body to streamline the construction and packaging work, and also eliminates the need for conventional methods. By revising the shaft-locking structure of the guide plate and integrally molding a wide guide plate that can withstand vibrations caused by hammer impact during driving, the number of component parts has been reduced and the assembly process has been simplified.

これらの改良に伴い第2抵抗板体に於ては係止
板を従来のように固着させることができないた
め、該部には補強溝を鋏さんで一対の突片を設
け、打込みの途中で該突片にボルトナツトを装着
して従来の係止板に替えるようにしたのである。
Due to these improvements, it is no longer possible to fix the locking plate on the second resistance plate body as in the past, so a pair of protrusions are provided with scissors between the reinforcing grooves in the second resistance plate body. Bolts and nuts are attached to the projecting piece to replace the conventional locking plate.

(ホ) 実施例 以下、添付図面により本発明の実施の一例を説
明する。
(E) Embodiment An example of the implementation of the present invention will be described below with reference to the accompanying drawings.

第1図及び第2図は第1抵抗板体1を示すもの
で、正円弧状の内弧縁8を有する案内板2の下方
には内弧縁8と逆方向に湾曲指向する抵抗板3が
方向板7を介して一体に形成されている。
1 and 2 show a first resistance plate 1, and below a guide plate 2 having an inner arc edge 8 in the shape of a regular arc, there is a resistance plate 3 which is curved in the opposite direction to the inner arc edge 8. are integrally formed with a direction plate 7 in between.

該案内板2の上端にはそれぞれの内弧縁8,
8′を一致させて仮案内板5が限られた接合量
5′によつて延設されるとともに、案内板2の外
弧側には支線ロツド6の一端の丸環11を遊嵌さ
せた支線板4が突設されている。
At the upper end of the guide plate 2, each inner arc edge 8,
8' are aligned and the temporary guide plate 5 is extended with a limited joint amount 5', and a round ring 11 at one end of the branch rod 6 is loosely fitted on the outer arc side of the guide plate 2. A branch plate 4 is provided protrudingly.

また、前記案内板2、内弧縁8の下方には抵抗
板3の延長線と交わる部位に工具受け10が形成
され、さらに下方は内弧縁8の延長線と一致する
支持縁9が抵抗板3の後端裏側に大きく突き出る
ように設けられている。
Further, below the guide plate 2 and the inner arc edge 8, a tool receiver 10 is formed at a portion that intersects with the extension line of the resistance plate 3, and further below, a support edge 9 that coincides with the extension line of the inner arc edge 8 resists resistance. It is provided so as to largely protrude from the back side of the rear end of the plate 3.

そして、第3図及び第4図に示す第2抵抗板体
12は中心線上に補強溝14と、その両側に抵抗
板13が張り出すように成形されており、該補強
溝14の背高面14′が前記案内板2の内弧縁8
に一致するよう全体が湾曲に形成されている。
The second resistance plate body 12 shown in FIG. 3 and FIG. 14' is the inner arc edge 8 of the guide plate 2.
The entire structure is curved to match.

該補強溝14の後端両側にはそれぞれボルト孔
16を有する一対の突片15,15が設けられ、
ボルト17、ナツト18の装着によつて突片1
5,15を連結することができる。
A pair of projecting pieces 15, 15 each having a bolt hole 16 are provided on both sides of the rear end of the reinforcing groove 14,
By installing bolt 17 and nut 18, protrusion 1
5 and 15 can be connected.

次に、上記構成の本発明の施工について第5図
乃至第7図にもとづいて説明する。
Next, construction of the present invention having the above structure will be explained based on FIGS. 5 to 7.

まず、打込み作業を容易にし、且つ支線ロツド
6の取付け部以下を規定深度の土中に納めるため
の作業穴Aを掘削し、ハンマーとその衝撃を伝承
させるための工具Bを用いて第5図の状態になる
よう第1抵抗板体1を打ち込む。
First, a working hole A is excavated to facilitate the driving work and to place the part below the attachment point of the branch rod 6 into the soil at a specified depth, and then a hammer and a tool B are used to transmit the impact, as shown in Fig. 5. The first resistor plate 1 is driven into the state.

つぎに、穴底に露出する仮案内板5及び案内板
2の内弧縁8,8′に第2抵抗板体12の補強溝
14、背高面14′を当てがい、前記内弧縁8,
8′に摺動させながら第2抵抗板体14の後端を
叩打して、第6図のように突片15,15が支線
板4を通過するところまで打ち込む。
Next, the reinforcing groove 14 and the tall surface 14' of the second resistance plate body 12 are applied to the inner arc edges 8, 8' of the temporary guide plate 5 and the guide plate 2 exposed at the bottom of the hole, and the inner arc edges 8, 8' of the second resistance plate body 12 are applied. ,
8', the rear end of the second resistance plate 14 is struck until the projections 15, 15 pass through the branch plate 4, as shown in FIG.

ここで一対の突片15,15にボルト17を通
しナツト18で固定した後、さらに打込みをつづ
け、第7図のように突片15,15に装着したボ
ルト17が方向板7上縁に当接したところで2体
の抵抗板体1,12の結合がなされる。
After passing the bolt 17 through the pair of projecting pieces 15, 15 and fixing it with the nut 18, driving is continued, and as shown in FIG. The two resistance plates 1 and 12 are joined together at the point where they come into contact with each other.

以後は仮案内板5を側方から叩打して規定深度
以下になるように折り曲げ、作業穴Aを埋め戻し
た後、支線ロツド6上端の丸環11′に電柱支線
Cを結束し、十分に張線してすべての工程を終了
する。
After that, tap the temporary guide plate 5 from the side and bend it to below the specified depth. After backfilling the work hole A, tie the utility pole branch line C to the round ring 11' at the upper end of the branch line rod 6, and securely Tie the wire to complete all processes.

(ヘ) 発明の効果 上記のように本発明に於ては、第2抵抗板体1
2を第1抵抗板体1に結合させる係止部材を該第
2抵抗板体の補強溝14の後端両側に突設した一
対の突片15,15に対し、ボルト17,ナツト
18で装着連結するようにしたため、第1抵抗板
体1と支線ロツド6を予め一体化結合しておいて
も、第2抵抗板体12を打込むことが可能になつ
たものである。
(f) Effects of the invention As described above, in the present invention, the second resistance plate 1
2 to the first resistance plate 1 is attached with bolts 17 and nuts 18 to a pair of protrusions 15, 15 protruding from both sides of the rear end of the reinforcing groove 14 of the second resistance plate. Since they are connected, it is possible to drive the second resistance plate 12 even if the first resistance plate 1 and the branch rod 6 are integrally connected in advance.

従つて、案内板2の幅員も従来技術のように制
限された幅狭のものではなく、ハンマー振動の集
中部分に於ても金属疲労を防止し得るに十分な幅
広の案内板2として形成することができるように
なり、方向板7以下の各部材との一体成形が可能
となり、構成部品も少なくなりコストダウンも図
られることとなつた。
Therefore, the width of the guide plate 2 is not limited and narrow as in the prior art, but is formed as a wide enough guide plate 2 to prevent metal fatigue even in areas where hammer vibration is concentrated. This has made it possible to integrally mold each member from the direction plate 7 onwards, reducing the number of component parts and reducing costs.

更に、支線ロツド6が第1抵抗板体1と一体化
形成されるようにしたので、別作業であつた支線
ロツドの取付作業も省略されると共に、従来の2
本の抵抗板体と支線ロツドの3体を一セツトとし
た梱包作業も第1抵抗板体と第2抵抗板体の組合
せのみで済み、施工及び梱包作業の合理化が図ら
れる等その利とする処すこぶる大なるものであ
る。
Furthermore, since the branch wire rod 6 is formed integrally with the first resistance plate 1, the installation work of the branch wire rod, which was a separate work, can be omitted, and the work of attaching the branch wire rod, which was a separate work, can be omitted.
Even when packaging a set of three resistor plates (main resistor plate and branch wire rod), only the first and second resistor plates need to be combined, which has the advantage of streamlining construction and packaging work. It is a huge thing to deal with.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は第1抵抗板体の側面図、第2図は同上
正面図、第3図は第2抵抗板体の側面図、第4図
は同上正面図、第5図乃至第7図は打設施工状態
を示す説明図、第8図乃至第13図は従来技術を
示すもので第8図は第1抵抗板体の斜視図、第9
図は第2抵抗板体の背面からみた斜視図、第10
図は支線ロツドの斜視図、第11図乃至第13図
は打設施工状態を示す説明図である。 1〜第1抵抗板体、2〜案内板、3〜抵抗板、
4〜支線板、5〜仮案内板、6〜支線ロツド、7
〜方向板、11〜丸環、12〜第2抵抗板体、1
4〜補強溝、15〜突片、16〜ボルト孔、17
〜ボルト、18〜ナツト。
Figure 1 is a side view of the first resistor plate, Figure 2 is a front view of the same as above, Figure 3 is a side view of the second resistor plate, Figure 4 is a front view of the same as above, Figures 5 to 7 are Explanatory diagrams showing the state of pouring work, Figures 8 to 13 show the prior art, Figure 8 is a perspective view of the first resistance plate body, Figure 9 is a perspective view of the first resistance plate body,
The figure is a perspective view of the second resistor plate as seen from the back.
The figure is a perspective view of the branch rod, and FIGS. 11 to 13 are explanatory views showing the state of pouring work. 1 - first resistance plate body, 2 - guide plate, 3 - resistance plate,
4~ Branch line plate, 5~ Temporary guide plate, 6~ Branch line rod, 7
~Directional plate, 11~Round ring, 12~Second resistance plate, 1
4~Reinforcement groove, 15~Protrusion piece, 16~Bolt hole, 17
~Boruto, 18~Natsuto.

Claims (1)

【特許請求の範囲】[Claims] 1 正円弧状の内弧縁を有する案内板と、該案内
板と逆方向に湾曲指向する抵抗板が方向板を介し
て一体成形された第1抵抗板体と、中心線上に補
強溝を有し前記案内板の内弧縁に略一致するよう
湾曲成形された断面〓形の第2抵抗板体とからな
るグランドアンカーに於て、前記案内板の上端に
それぞれの内弧縁を一致させて仮案内板を延設す
るとともに、外弧側には支線ロツドの一端丸環を
遊嵌させた支線板を突設して該支線ロツドと前記
第1抵抗板体とを一体化結合し、且つ前記第2抵
抗板体の補強溝の一端両側にはボルト孔を有する
一対の突片を形成するようにしたことを特徴とす
るグランドアンカー。
1. A first resistance plate body in which a guide plate having an inner arc edge in the shape of a regular arc, a resistance plate curved in the opposite direction to the guide plate are integrally molded via a direction plate, and a reinforcing groove is provided on the center line. In a ground anchor comprising a second resistance plate body having a square cross section which is curved so as to substantially match the inner arc edge of the guide plate, each inner arc edge may be aligned with the upper end of the guide plate. A temporary guide plate is extended, and a branch plate into which a round ring at one end of the branch rod is loosely fitted is protruded from the outer arc side to integrally connect the branch rod and the first resistance plate body, and A ground anchor characterized in that a pair of protrusions having bolt holes are formed on both sides of one end of the reinforcing groove of the second resistance plate.
JP28894687A 1987-11-16 1987-11-16 Ground anchor Granted JPH01131718A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28894687A JPH01131718A (en) 1987-11-16 1987-11-16 Ground anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28894687A JPH01131718A (en) 1987-11-16 1987-11-16 Ground anchor

Publications (2)

Publication Number Publication Date
JPH01131718A JPH01131718A (en) 1989-05-24
JPH0415335B2 true JPH0415335B2 (en) 1992-03-17

Family

ID=17736853

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28894687A Granted JPH01131718A (en) 1987-11-16 1987-11-16 Ground anchor

Country Status (1)

Country Link
JP (1) JPH01131718A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2874036B1 (en) 2004-08-04 2008-04-04 Prod D Ancrages Et Metallurg S DEVICE FOR ANCHORING IN THE SOIL AND METHOD OF MAKING SUCH ANCHOR

Also Published As

Publication number Publication date
JPH01131718A (en) 1989-05-24

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