JPH0377329B2 - - Google Patents

Info

Publication number
JPH0377329B2
JPH0377329B2 JP5167484A JP5167484A JPH0377329B2 JP H0377329 B2 JPH0377329 B2 JP H0377329B2 JP 5167484 A JP5167484 A JP 5167484A JP 5167484 A JP5167484 A JP 5167484A JP H0377329 B2 JPH0377329 B2 JP H0377329B2
Authority
JP
Japan
Prior art keywords
guide pipe
hammer
support rod
resistance plate
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
JP5167484A
Other languages
Japanese (ja)
Other versions
JPS60195223A (en
Inventor
Mitsutake Ijichi
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.)
Wako Sangyo KK
Original Assignee
Wako Sangyo KK
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 Wako Sangyo KK filed Critical Wako Sangyo KK
Priority to JP5167484A priority Critical patent/JPS60195223A/en
Publication of JPS60195223A publication Critical patent/JPS60195223A/en
Publication of JPH0377329B2 publication Critical patent/JPH0377329B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/805Ground anchors with deformable anchoring members

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 〔利用技術分野〕 本発明は、逆u字形に折曲げた支杆の下端を、
肩部に拡開ガイド縁を設けた矢尻形の上辺に固着
した打込み部材と、2枚の分板の上部を固着し、
下部を遊離可能に仮結合した抵抗板を土中に打設
する工法に関する。
[Detailed description of the invention] [Technical field of application] The present invention provides a structure in which the lower end of a support rod bent into an inverted U shape is
A driving member is fixed to the upper side of the arrowhead shape with an expansion guide edge on the shoulder, and the upper part of the two dividing plates is fixed,
This invention relates to a method of driving into the soil a resistance plate whose lower part is temporarily connected so that it can be released.

〔従来技術〕[Prior art]

この種打込み部材と抵抗板とからなる支線アン
カーは、実公昭58−53324号公報に開示されてい
る。而して該公知の支線アンカーの支杆の側面形
状は、垂直の直線状であるとともに、その打設に
当つては、先づ支杆を打込んだあとで、この支杆
を案内として抵抗板を打込む工法をとつている。
即ち、第1図及び第2図に示すように、支杆1を
打設したあとで、抵抗板2を支杆1の上端から嵌
合させ、ガイドパイプ3の先端口金4を第1図で
示すように、抵抗板2の一方の肩縁に係合した状
態でガイドパイプを介して衝叩し、次いでガイド
パイプ3の下端を抵抗板2の他方の肩縁に係合衝
叩しながら、抵抗板が偏らないように交互に衝叩
し、抵抗板2が所定の深さまで打込まれたら、ガ
イドパイプ3を一旦引き抜き、第2図のようにこ
のガイドパイプ3を逆u字形支杆1の左右杆部の
中間に傾斜した状態で打込み、ガイドパイプの先
端を抵抗板の中央部に形成した溝部に係合させ、
抵抗板を順次打込んでゆく。
A branch line anchor consisting of this type of driving member and a resistance plate is disclosed in Japanese Utility Model Publication No. 58-53324. Therefore, the side shape of the support rod of the known branch line anchor is vertical and straight, and when driving the support rod, after driving the support rod first, the support rod is used as a guide to resist resistance. The construction method is to drive the boards into place.
That is, as shown in FIGS. 1 and 2, after driving the support rod 1, the resistance plate 2 is fitted from the upper end of the support rod 1, and the tip end cap 4 of the guide pipe 3 is fitted as shown in FIG. As shown, while engaging one shoulder edge of the resistance plate 2, it is struck through the guide pipe, and then, while engaging and striking the lower end of the guide pipe 3 to the other shoulder edge of the resistance plate 2, The resistor plates are struck alternately so that they are not biased, and when the resistor plate 2 is driven to a predetermined depth, the guide pipe 3 is pulled out once and the guide pipe 3 is attached to the inverted U-shaped support rod 1 as shown in Fig. 2. Drive it in an inclined state between the left and right rod parts of the plate, and engage the tip of the guide pipe with the groove formed in the center of the resistance plate.
Insert the resistor plates one by one.

そして、抵抗板2を、支杆の下端に設けた基板
(図示略)の両肩部に設けた拡開ガイド縁によつ
て左右に開かせたのち、ガイドパイプを引き抜く
ことによつて打が終る。
Then, after opening the resistance plate 2 to the left and right by means of expansion guide edges provided on both shoulders of a base plate (not shown) provided at the lower end of the support rod, the guide pipe is pulled out. end.

このように従来の打設工法は、先に打設した打
込み部材の支杆にそつて抵抗板を打込む2段階打
設を必要とし、また抵抗板の打設に当つては、抵
抗板がある程度地中に進入するまでは、逆u字形
の支杆が邪魔になるため、抵抗板の肩部を交互に
打撃しなければならない煩雑さがある。更に、抵
抗板がある程度土中に進入したのちに、ガイドパ
イプを抵抗板の中央に係合して本打設する際、支
杆との関係で第2図のようにガイドパイプを傾斜
させなければならず、このことは、打撃力の損失
が大きく、かつ、きわめて不自然である。
In this way, the conventional pouring method requires a two-step pouring process in which the resistive plate is driven along the support rod of the previously cast member. The inverted U-shaped support rod becomes a hindrance until it penetrates into the ground to a certain extent, making it cumbersome to hit the shoulders of the resistance plate alternately. Furthermore, after the resistance plate has penetrated into the soil to a certain extent, when the guide pipe is engaged with the center of the resistance plate and the final installation is carried out, the guide pipe must be tilted in relation to the support rod as shown in Figure 2. Naturally, this results in a large loss of striking power and is extremely unnatural.

また、硬い土質や礫混りの土質では、先に打設
した打込み部材の支杆が変形することがあり、こ
の支杆にそつてあとから進入する抵抗板の打設が
阻止されるなどの事態がしばしば発生するなどの
問題点があつた。
In addition, in hard soil or gravel-containing soil, the support rods of the previously driven members may be deformed, which may prevent the installation of the resistance plate later along the support rods. There were problems such as frequent occurrences.

〔発明の目的〕[Purpose of the invention]

本発明は、このような実情に鑑みなされたもの
で、簡単な而も合理的手段によつて従来技術の問
題点を解消せしめ、抵抗板を打込み部材の下部に
嵌入一体として打設させ、支杆の変形に影響され
ることなく拡開しうる工法を提供せんとするもの
である。
The present invention has been made in view of the above circumstances, and it solves the problems of the prior art by simple and rational means, and has a resistance plate inserted into the lower part of the driving member and driven as an integral part. The aim is to provide a construction method that can be expanded without being affected by the deformation of the rods.

〔発明実施の構成部材〕[Components for carrying out the invention]

次に、本発明打設工法を実施するに当り使用す
る各部材の構成について説明する。
Next, the configuration of each member used in carrying out the pouring method of the present invention will be explained.

第3図は打込み部材Aの正面図、第4図は側面
図である。11は鋼棒を逆u字形に屈曲した長尺
の支杆で、該支杆11の下端は、矢尻形状をし、
かつ、肩部に円弧状の拡開ガイド縁12aを形成
した基板12の上辺に固定されている。そしてこ
の基板12の上辺中央部、詳しくは、上記支杆1
1を構成する左右杆部11a間の基板12上辺
に、後述するガイドパイプの先端切込みが係合す
る凹部12bが形成せしめられ、また、上記支杆
11の上部には、第4図に示すように、曲率の曲
がりをもつた湾曲部11bが形成してあり、この
屈曲量は、組立時にガイドパイプが、第10図a
のように、基板12に対して垂直になるオフセツ
ト量とする。打込み部材Aは以上のように構成さ
れている。
FIG. 3 is a front view of the driving member A, and FIG. 4 is a side view. 11 is a long support rod made of a steel rod bent into an inverted U shape, and the lower end of the support rod 11 is in the shape of an arrowhead,
Moreover, it is fixed to the upper side of the base plate 12, which has an arc-shaped expansion guide edge 12a formed on the shoulder portion. The center part of the upper side of this board 12, specifically, the support rod 1
A recess 12b is formed on the upper side of the base plate 12 between the left and right rod portions 11a constituting the support rod 11, and a recess 12b is formed in which a notch at the tip of a guide pipe, which will be described later, engages. A curved portion 11b having a curved curvature is formed in the curved portion 11b, and the amount of curvature is such that the guide pipe is
The amount of offset is perpendicular to the substrate 12, as shown in FIG. The driving member A is constructed as described above.

第5図は抵抗板Bの正面図、第6図は側面図を
示している。この抵抗板Bは、2枚の分板13
a,13bの上部を固着し、下部を遊離可能に仮
結合したものである。そして上記各分板13a,
13bの中央部には、第9図に示すように、これ
のタテ方向にそつて平面形状が直角2等辺三角形
状の屈折部が形成してあり、両屈折部を抱合した
正方形状の通路14が抵抗板Bに設けられてい
る。そしてこの通路14を形成する分板13a,
13bの相対向する2組の辺13c,13dの上
縁中央部には、夫々溝15a,15bが設けてあ
る。
FIG. 5 shows a front view of the resistance plate B, and FIG. 6 shows a side view. This resistance plate B consists of two divided plates 13
The upper parts of parts a and 13b are fixed, and the lower parts are releasably temporarily connected. And each of the above-mentioned dividing plates 13a,
As shown in FIG. 9, in the central part of 13b, a bent part having a right isosceles triangular planar shape is formed in the vertical direction, and a square passage 14 which joins both bent parts is formed. is provided on the resistance plate B. A dividing plate 13a forming this passage 14,
Grooves 15a and 15b are provided at the center of the upper edge of two opposing sides 13c and 13d of 13b, respectively.

第7図はガイドパイプ16の正面図である。こ
のガイドパイプ16の下端には、上述したよう
に、基板12の上辺に設けた凹部12bに係合す
る切込み17aを有する口金が設けてある。また
このガイドパイプ16の中途部には、上記切込み
17aが基板12の凹部12bに係合した状態
で、第9図,第10図bに示すように、辺13c
に設けた溝15a,に嵌入係止する打ち金18
a,他の辺13aの溝15bに近接した上辺部に
係止する打ち金18bが、夫々ガイドパイプ16
に対して相対向する位置に設けてある。また、こ
のガイドパイプ16の下部相対向する位置には、
後述する打設工法で述べるように、上記打ち金1
8bがガイドパイプ16の回動により、支杆11
に度当りしたときに、抵抗板Bの溝15bの直上
に位置する打ち金18cが設けられている。
FIG. 7 is a front view of the guide pipe 16. As described above, the lower end of the guide pipe 16 is provided with a cap having a notch 17a that engages with the recess 12b provided on the upper side of the substrate 12. Further, in the middle part of this guide pipe 16, with the notch 17a engaged with the recess 12b of the base plate 12, a side 13c is formed as shown in FIGS. 9 and 10b.
A hammer 18 that fits and locks into the groove 15a provided in the
a, a hammer 18b that is engaged with the upper side near the groove 15b of the other side 13a is connected to the guide pipe 16, respectively.
It is located at a position opposite to the In addition, at the lower part of this guide pipe 16, at opposing positions,
As described in the pouring method described later, the above-mentioned cast metal 1
8b is attached to the support rod 11 by the rotation of the guide pipe 16.
A hammer 18c is provided which is positioned directly above the groove 15b of the resistance plate B when the resistance plate B is struck.

そして上記各打ち金18a,18b,18cの
平面的位置関係は、第9図から明らかなように、
打ち金18aが相対する辺13cの溝15aに嵌
入係止されているときに、打ち金18bが他辺1
3dの溝15bに近接した辺の上辺に係止してお
り、また打ち金18cは、抵抗板Bの板面と同一
平面上に位置するように配設されている。このと
き上記支杆11の杆部11aは、両打ち金18c
を結ぶ線と直交する線上、詳しくは、分板13
a,13bに形成された角隅部に近接した位置に
ある。
As is clear from FIG. 9, the planar positional relationship of the respective hammers 18a, 18b, and 18c is as follows.
When the hammer 18a is fitted into the groove 15a of the opposing side 13c, the hammer 18b is inserted into the groove 15a of the opposite side 13c.
The hammer 18c is disposed so as to be located on the same plane as the surface of the resistance plate B. At this time, the rod portion 11a of the support rod 11 has both hammers 18c.
On the line perpendicular to the line connecting
It is located close to the corner portions formed at a and 13b.

またガイドパイプ16の上端部には、このガイ
ドパイプ16を打込み部材Aに取合つたときに、
第10図aで示すように、支杆11の上端部を挾
持するフツク状の支杆押え19が設けてあり、ま
た、後述する打込み棒によりガイドパイプ16
を、第9図の状態で時計方向に回動するための耳
板20を固着せしめ、この耳板20の一側、詳し
くは、図において右側に、打込み棒挿通用の穴2
0aが設けられている。また、ガイドパイプ16
の上部には、打込み限度量を示すマーク21が、
またこのガイドパイプ16の中途部には、第10
図cで示すように、ガイドパイプ16をある程度
引き抜き、ガイドパイプ16の先端が抵抗板Bの
上辺より上方に位置されたことを示すマーク22
が形成してあり、ガイドパイプ16は以上のよう
に構成されている。
Also, at the upper end of the guide pipe 16, when the guide pipe 16 is attached to the driving member A,
As shown in FIG. 10a, a hook-shaped support rod presser 19 is provided to clamp the upper end of the support rod 11, and a guide pipe 16 is inserted into the guide pipe 19 by a driving rod, which will be described later.
The ear plate 20 for rotating clockwise in the state shown in FIG.
0a is provided. In addition, the guide pipe 16
At the top of the mark 21, there is a mark 21 indicating the driving limit amount.
Also, in the middle of this guide pipe 16, there is a 10th
As shown in FIG.
The guide pipe 16 is constructed as described above.

第8図は、打込み棒23の斜視図である。そし
てこの打込み棒23の上端には、上記ガイドパイ
プ16の上端に設けた耳板20の下辺に係合し、
このガイドパイプ16を引き抜くときに使用する
引き抜き股24が設けてある。そしてこの打込み
棒23の直径は、上記ガイドパイプ16の耳板2
0の穴20aに挿入できる径とするし、またこの
打込み棒23の長さは、ガイドパイプ16内に挿
入し、先端が口金17上面にタツチした状態で、
上部がガイドパイプ16の上端より突出する長さ
とすることが条件である。
FIG. 8 is a perspective view of the driving rod 23. The upper end of this driving rod 23 engages with the lower side of the ear plate 20 provided at the upper end of the guide pipe 16,
A pullout crotch 24 is provided to be used when pulling out the guide pipe 16. The diameter of this driving rod 23 is determined by the diameter of the ear plate 2 of the guide pipe 16.
The diameter of the driving rod 23 is such that it can be inserted into the hole 20a of the hole 20a.
The condition is that the upper part has a length that protrudes from the upper end of the guide pipe 16.

尚第9図におけるθ1,θ2,θ3は夫々45゜である。 Note that θ 1 , θ 2 , and θ 3 in FIG. 9 are each 45°.

〔実施例〕〔Example〕

第10図a〜eについて本発明打設工法の一実
施例を説明する。aに示すように、地上におい
て、打込み部材Aの支杆11を、第9図のような
位置関係が保持できるように抵抗板Bの方形状通
路14に挿通し、この抵抗板Bを打込み部材Aの
下部に誘導し、分板13a,13bを夫々基板1
2の拡開ガイド縁12aに臨ませ、のちガイドパ
イプ16を通路14に挿入して口金17の切込み
17aを基板12の凹部12bに係合させるとと
もに、支杆11の上部をガイドパイプ16と支杆
押え19との間に挾持して打設準備がなされる。
An embodiment of the pouring method of the present invention will be described with reference to FIGS. 10a to 10e. As shown in a, on the ground, the support rod 11 of the driving member A is inserted into the rectangular passage 14 of the resistance plate B so that the positional relationship as shown in FIG. A and guide the divided plates 13a and 13b to the lower part of the substrate 1.
2, and then insert the guide pipe 16 into the passage 14, engage the notch 17a of the base 17 with the recess 12b of the base plate 12, and connect the upper part of the support rod 11 with the guide pipe 16. It is clamped between the rod holder 19 and ready for pouring.

aのように基板12を地面に対して垂直に立て
た状態で、ガイドパイプ16内に打込み棒23を
挿入し、該打込み棒を上方に引き上げて落下しな
がら、ガイドパイプ16の先端口金17に打撃を
与えながら土中に埋入させる。そしてbに示すよ
うに、ガイドパイプ16の上方のマーク21が地
表面に一致した時点で衝叩を止め、次いでcに示
すように、上記打込み棒23の引き抜き股24に
よつて、下方のマーク22が支杆11の上端に至
るまでガイドパイプ16を引き抜く。
With the board 12 standing perpendicular to the ground as shown in a, insert the driving rod 23 into the guide pipe 16, pull up the driving rod upward, and while falling, insert the driving rod 23 into the tip cap 17 of the guide pipe 16. Bury it into the soil while giving a blow. Then, as shown in b, the impact is stopped when the mark 21 above the guide pipe 16 coincides with the ground surface, and then, as shown in c, the lower mark is The guide pipe 16 is pulled out until the guide pipe 22 reaches the upper end of the support rod 11.

次に、ガイドパイプ16の耳板20に設けた穴
20aに打込み棒23を挿入し、これの側面をガ
イドパイプ16の側面に当て、テコの作用でガイ
ドパイプ16を時計方向にθ1(45゜)回動し、ガイ
ドパイプ16に設けた打ち金18bが支杆11に
度当りしたところでガイドパイプ16の回動を止
める。この状態で、上述したように打ち金18c
が抵抗板Bの溝15bの直上にある。
Next, the driving rod 23 is inserted into the hole 20a provided in the ear plate 20 of the guide pipe 16, the side surface of the driving rod 23 is applied to the side surface of the guide pipe 16, and the guide pipe 16 is moved clockwise by θ 1 (45 °) When the guide pipe 16 rotates and the hammer 18b provided on the guide pipe 16 hits the support rod 11, the guide pipe 16 stops rotating. In this state, as mentioned above, use the hammer 18c.
is located directly above the groove 15b of the resistance plate B.

そして打込み棒23を耳板20から抜き、打込
み棒23を再びガイドパイプ16に挿入し、これ
を打撃すると、ガイドパイプ16は進入し、これ
の打ち金18cが溝15bに係合し、抵抗板Bが
徐々に下降進入されるとともに、分板13a,1
3bの下部仮結合が解かれ、各分板13a,13
bは基板12の拡開ガイド縁12aにそつて両側
方に開きながら土中に進入し、ガイドパイプ16
のマーク21が、支杆11の上辺に適合したとき
に抵抗板Bはeの状態となり打設は終る。このよ
うに打設が終つたら、打込み棒23をガイドパイ
プ16から抜去し、この打込み棒23に設けた引
き抜き股24をガイドパイプの耳板20下辺に引
つかけ、このガイドパイプ16を土中から引き抜
く。以上で全ての打設作業は完了する。
Then, the driving rod 23 is pulled out from the ear plate 20, and when the driving rod 23 is inserted into the guide pipe 16 again and struck, the guide pipe 16 enters and its hammer 18c engages with the groove 15b, and the resistance plate B is gradually moved downward, and the divided plates 13a, 1
3b is released, and each of the partial plates 13a, 13
b enters the soil while opening on both sides along the expansion guide edge 12a of the base plate 12, and the guide pipe 16
When the mark 21 matches the upper side of the support rod 11, the resistance plate B is in the state e and the casting is completed. When the driving is completed in this way, remove the driving rod 23 from the guide pipe 16, hook the pull-out crotch 24 provided on the driving rod 23 to the lower side of the ear plate 20 of the guide pipe, and insert the guide pipe 16 into the soil. Pull it out from inside. All the pouring work is now complete.

〔効 果〕〔effect〕

このように本発明打設工法によれば、抵抗板は
打込み部材の下方に嵌入一体となつて打設せしめ
られ、従来の工法のように2段階に分けて打設す
る煩雑さがないばかりか、たとえ打設時に支杆の
変形が生じても、抵抗板の打設展開には全く影響
がなく、確実な而も打撃損失のない支線アンカー
打設が容易になしうるなど優れた特徴を有するも
のである。
In this way, according to the casting method of the present invention, the resistance plate is inserted into the lower part of the driving member and is cast as an integral part, which not only eliminates the trouble of having to cast the plate in two stages as in the conventional method. Even if the support rod is deformed during driving, it has no effect on the driving development of the resistance plate, and has excellent features such as reliable and easy driving of support rod anchors without impact loss. It is something.

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

第1図及び第2図は従来例の打設工法を示す説
明図、第3図は打込み部材の正面図、第4図は同
上側面図、第5図は抵抗板の正面図、第6図は同
上側面図、第7図はガイドパイプの正面図、第8
図は打込み棒の斜視図、第9図は各部材組立て状
態の横断面図、第10図a,b,c,d,eは打
設工法の流れ図である。 A……打込み部材、11……支杆、11a……
杆部、11b……湾曲部、12……基板、12a
……拡開ガイド縁、12b……凹部、13a,1
3b……分板、13c,13d……辺、14……
通路、15a,15b……溝、16……ガイドパ
イプ、17……口金、17a……切込み、18
a,18b,18c……打ち金、19……支杆押
え、20……耳板、20a……穴、21,22…
…マーク、23……打込み棒、24……引き抜き
股。
Figures 1 and 2 are explanatory diagrams showing the conventional pouring method, Figure 3 is a front view of the driving member, Figure 4 is a side view of the same as above, Figure 5 is a front view of the resistance plate, and Figure 6. is a side view of the same as above, Figure 7 is a front view of the guide pipe, and Figure 8 is a front view of the guide pipe.
The figure is a perspective view of the driving rod, FIG. 9 is a cross-sectional view of each member assembled, and FIGS. 10 a, b, c, d, and e are flowcharts of the pouring method. A... Drive member, 11... Support rod, 11a...
Rod portion, 11b...Curved portion, 12...Substrate, 12a
... Expansion guide edge, 12b ... Recessed portion, 13a, 1
3b...Separate plate, 13c, 13d...Side, 14...
Passage, 15a, 15b... Groove, 16... Guide pipe, 17... Cap, 17a... Notch, 18
a, 18b, 18c... hammer, 19... rod holder, 20... ear plate, 20a... hole, 21, 22...
...Mark, 23...Driving stick, 24...Drawing crotch.

Claims (1)

【特許請求の範囲】 1 (イ) 両肩部に拡開ガイド縁を形成した基板の
上辺に、逆u字形で、かつ、上部を所定の曲率
Rで湾曲させた支杆の下端を固着せる打込み部
材に、2枚の分板の上部を固着し、下部を遊離
可能に仮結合するとともに、両分板間の中央部
に、平面形状が方形状の通路を形成した抵抗板
を、上記基板の拡開ガイド縁と直交するように
乗接嵌合させ、更に、上記支杆を構成する左右
の杆部間に介在するよう、抵抗板の方形状通路
中にガイドパイプを挿通させ、このガイドパイ
プの下端を上記基板の上縁に係合させるととも
に、ガイドパイプの中途部外周の相対位置に設
けた打ち金18aを、上記抵抗板の通路を形成
する分板の相対向する2辺に設けた溝に係合さ
せ、また、ガイドパイプの相対位置に設けた他
の打ち金18bを他の2辺の上縁に係合させる
とともに、ガイドパイプの下部相対位置に設け
た打ち金18cを上記支杆の左右杆部を結ぶ線
と直交するように位置させる打設準備工程、 (ロ) 上記ガイドパイプを衝打し、該ガイドパイプ
の上部に設けたマーク21が地表面に至るま
で、抵抗板を伴つた打込み部材を土中に打込む
工程、 (ハ) 上記ガイドパイプの先端が、上記抵抗板の上
端より上方に至るまで、即ち、ガイドパイプの
中途部に設けた他のマーク22が支杆上部に適
合するまでガイドパイプを引き抜く工程、 (ニ) 上記ガイドパイプに固設した打ち金18b
が、支杆の一方の杆部に接触するまでガイドパ
イプを回動し、打ち金18cを、抵抗板に設け
られ、かつ、打ち金18aが係合していなかつ
た他の溝の直上に位置させる工程、 (ホ) 再び上記ガイドパイプを衝打し、打ち金18
cを抵抗板の溝に係合させ、該抵抗板を基板の
拡開ガイド縁にそつて土中に拡開進入せしめた
のち、ガイドパイプを土中から引き抜く工程、 とからなることを特徴とする支線用アンカーの打
設工法。
[Scope of Claims] 1 (a) The lower end of a support rod having an inverted U-shape and whose upper part is curved at a predetermined curvature R is fixed to the upper side of a substrate with expansion guide edges formed on both shoulders. The upper parts of the two divided plates are fixed to the driving member, and the lower parts are releasably temporarily connected to the driving member, and a resistance plate with a rectangular planar shape formed in the center between the two divided plates is attached to the above board. The guide pipe is inserted into the rectangular passage of the resistance plate so as to be interposed between the left and right rod parts constituting the support rod. The lower end of the pipe is engaged with the upper edge of the substrate, and a hammer 18a provided at a relative position on the outer periphery of the midway portion of the guide pipe is provided on two opposing sides of the dividing plate forming the passage of the resistance plate. In addition, another hammer 18b provided at a relative position of the guide pipe is engaged with the upper edge of the other two sides, and the hammer 18c provided at a lower relative position of the guide pipe is engaged with the upper edge of the other two sides. A pouring preparation step in which the support rod is positioned perpendicular to the line connecting the left and right rod portions, (b) The guide pipe is struck and the resistance is increased until the mark 21 provided at the top of the guide pipe reaches the ground surface. (c) Driving the driving member with the plate into the soil; Step of pulling out the guide pipe until it fits the upper part of the support rod, (d) The hammer 18b fixed to the guide pipe.
rotate the guide pipe until it contacts one of the rod parts of the support rod, and position the hammer 18c directly above the other groove provided on the resistance plate that was not engaged with the hammer 18a. Step (e) Hit the guide pipe again and press the hammer 18.
c is engaged with the groove of the resistance plate, the resistance plate is expanded into the soil along the expansion guide edge of the board, and then the guide pipe is pulled out from the soil. Driving method for branch line anchors.
JP5167484A 1984-03-17 1984-03-17 Laying work of anchor for branch line Granted JPS60195223A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5167484A JPS60195223A (en) 1984-03-17 1984-03-17 Laying work of anchor for branch line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5167484A JPS60195223A (en) 1984-03-17 1984-03-17 Laying work of anchor for branch line

Publications (2)

Publication Number Publication Date
JPS60195223A JPS60195223A (en) 1985-10-03
JPH0377329B2 true JPH0377329B2 (en) 1991-12-10

Family

ID=12893424

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5167484A Granted JPS60195223A (en) 1984-03-17 1984-03-17 Laying work of anchor for branch line

Country Status (1)

Country Link
JP (1) JPS60195223A (en)

Also Published As

Publication number Publication date
JPS60195223A (en) 1985-10-03

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