JPS63272815A - Penetration work of screw anchor - Google Patents

Penetration work of screw anchor

Info

Publication number
JPS63272815A
JPS63272815A JP10456087A JP10456087A JPS63272815A JP S63272815 A JPS63272815 A JP S63272815A JP 10456087 A JP10456087 A JP 10456087A JP 10456087 A JP10456087 A JP 10456087A JP S63272815 A JPS63272815 A JP S63272815A
Authority
JP
Japan
Prior art keywords
screw
anchor
screw anchor
auger
hole
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
Application number
JP10456087A
Other languages
Japanese (ja)
Other versions
JPH0415334B2 (en
Inventor
Jiro Yasuda
安田 次郎
Masayasu Imai
今井 正康
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.)
Yasuda Seisakusho Co Ltd
Original Assignee
Yasuda Seisakusho Co Ltd
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 Yasuda Seisakusho Co Ltd filed Critical Yasuda Seisakusho Co Ltd
Priority to JP10456087A priority Critical patent/JPS63272815A/en
Publication of JPS63272815A publication Critical patent/JPS63272815A/en
Publication of JPH0415334B2 publication Critical patent/JPH0415334B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)

Abstract

PURPOSE:To simplify burying operation of a screw anchor by penetrating the screw anchor by a penetrator attached to the lower end of an auger. CONSTITUTION:A screw anchor 1 is supported by a penetrating tool 6 fixed to the lower end of an auger 12 and penetrated into the ground, and a rod 14 for guys is attached to the screw hole of the angular column of the anchor 1. The screw anchor 1 can thus be very simply buried into the ground, and the guy of a pole can also be connectedly supported on the rod 14.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は電柱等の支線を地中で支えるスクリューアン
カーの土中への捻込工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method of screwing into the soil a screw anchor that supports branch lines such as utility poles underground.

(従来の技術) スクリューアンカーの土中への捻込みは第14図に示す
如く、ブーム(イ)の先端に設けた回転駆動装置(ロ)
から、外周にオーガスクリユー(ハ)を有し、下端にビ
ット(ニ)を有するオーガ(ホ)を垂下させた穴堀建柱
車を用い、この穴堀建柱車のオーガ(ホ)部分を、ピン
(へ)を抜いて回転駆動装置(ロ)から外し、この回転
駆動−置(ロ)に角筒状の捻込パイプ(ト)の上端を固
定゛し、この捻込パイプ(ト)内にスクリューアンカー
(チ)のロッド(す)を入れ、スクリューアンカー本体
’(] )の角柱部(ル)の外周にパイプ(ト)の下端
を嵌め、穴堀建柱車の上記回転駆動装置(ロ)を作動さ
せて所望の地表面からスクリューアンカー(チ)を土中
に捻込んでいる。
(Prior art) As shown in Figure 14, the screw anchor is screwed into the soil using a rotary drive device (b) installed at the tip of the boom (a).
From this, a hole-drilling pole-erecting car with an auger screw (C) on the outer periphery and a hanging auger (E) with a bit (D) at the lower end was used, and the auger (E) part of this hole-drilling pole-erecting car was used. Remove it from the rotary drive device (b) by removing the pin (b), and fix the upper end of the rectangular cylindrical screw pipe (t) to this rotary drive position (b). ), insert the rod (su) of the screw anchor (chi), fit the lower end of the pipe (g) to the outer periphery of the square column part (ru) of the screw anchor body' ( ), and drive the above-mentioned rotation of the hole-drilling pole-erecting car. The device (B) is operated to screw the screw anchor (H) into the soil from the desired ground surface.

この場合オーガ(ホ)部分を回転駆動装置(ロ)から外
さずに捻込パイ、プ(ト)を取り付けることも考えられ
るが、穴堀建柱車そのものが背が高くかつ捻込パイプ(
ト)も通常約3印と長いためこのまま取リ付けると上方
の電線や通信線等を引っ掛けるおそれがあり、従ってオ
ーガ(ホ)部分を外さなければならない。
In this case, it may be possible to attach the screw pipe and put (to) without removing the auger (e) from the rotary drive device (b), but the hole drilling pole construction vehicle itself is tall and the screw pipe (
The auger (g) is usually long, about 3 marks long, so if you attach it as is, there is a risk that the electric wires or communication lines above may get caught, so you will have to remove the auger (h) part.

(発明が解決しようとする問題点) しかしながら上記穴堀建柱車の上記ピン(へ)は、錆び
付いたりして容易に抜けなくなっている場合が多く、ま
た上記オーガ(ホ)部分の取り外しはオーガ(水)の下
端を地中に差し込んで立てた状態で上記ピン(へ)を外
してオーガ(ホ)を外すが、現在道路面はアスファルト
化が進み、土の露出地表面箇廣が少ない。従ってオーガ
(幻部分の取り外しの除土の露出した箇所を探さなけれ
ばならない場合がある。
(Problems to be Solved by the Invention) However, the pin (H) of the hole-drilling pole erector is often rusted and cannot be removed easily, and the auger (H) part cannot be removed easily. Insert the lower end of the (water) into the ground and stand it upright, then remove the pin (f) and remove the auger (h).Currently, the road surface is being turned into asphalt, and there are few exposed areas of soil. Therefore, it may be necessary to use an auger to find exposed areas for soil removal.

以上の如く穴堀建柱車のオーガ(ホ)部分を外すには多
くの労力を要する。
As mentioned above, it takes a lot of effort to remove the auger (e) part of the hole-drilling pole-erecting car.

(問題点を解決するための手段) そこでこの発明は上記穴堀建柱車のオーガ部分を外さず
にスクリューアンカーを土中に捻込む方法を提供するも
のである。
(Means for Solving the Problems) Therefore, the present invention provides a method of screwing a screw anchor into the soil without removing the auger portion of the above-mentioned digging pole erecting vehicle.

そしてこの発明の具体的構成は、穴堀建柱車のオーガス
クリユー下端のピッ1−を被いかつ固定自在な上部とス
クリューアンカー上端を支持自在な下部とから成る冷込
工具と、アンカー本体の外周に羽根を有し、かつ上面に
ロッド取付用ネジ孔を有する角柱部をアンカー本体上端
に有するスクリューアンカーとを用い、上記穴堀建柱車
のオーガスクリユー下端に上記冷込工具を固定し、上記
スクリューアンカーを冷込工具に支持してこの穴堀建柱
車のオーガスクリユーを回転させて上記スクリューアン
カーを土中に捻込み、支線用のロッドを上記ネジ孔に取
り付けるスクリューアンカー冷込工法である。
The specific structure of the present invention is to provide a cooling tool consisting of an upper part that covers and can be fixed to the lower end of the auger screw of a drilling pole-erecting vehicle, and a lower part that can freely support the upper end of the screw anchor; The cooling tool is fixed to the lower end of the auger screw of the hole-drilling pole-erecting car using a screw anchor having a prismatic part on the upper end of the anchor body that has blades on the outer periphery and a screw hole for rod attachment on the upper surface. , Support the screw anchor on a cooling tool, rotate the auger screw of this hole-drilling pole construction vehicle, screw the screw anchor into the soil, and attach the rod for the branch line to the screw hole. It is a construction method.

(作 用) 上記冷込工具は穴堀建柱車のオーガスクリユーの回転を
スクリューアンカーに伝達するものであり、オーガスク
リユーの回転によりスクリューアンカーが回転し、スク
リュー羽根の回転によって土中に推進していく。そして
スクリューアンカーの角柱部上端面が土中に入る前にロ
ッドをネジ孔を利用して固定し、さらにとの冷込工具内
に当該ロッドを入れてスクリューアンカーを土中深く捻
込んでいく。
(Function) The above-mentioned cooling tool transmits the rotation of the auger screw of the hole-drilling pole erecting vehicle to the screw anchor. We will continue to promote this. Then, before the upper end surface of the prismatic part of the screw anchor enters the soil, the rod is fixed using the screw hole, and the rod is then inserted into the cooling tool and the screw anchor is screwed deep into the soil.

(実施例) 以下この発明の実施例を図について説明する。(Example) Embodiments of the present invention will be described below with reference to the drawings.

まずこの発明に使用するスクリューアンカー及び冷込工
具について説明すると、スクリューアンカー1は第8図
に示す如くスクリュ一本体2の外周に二個のスクリュー
羽根3.3を設け、下端にはビット4を設け、上端には
角柱部5を設け、この角柱部5の上面にはロッド取付用
のネジ孔(図示省略)を有している。また第9図及び第
1O図は冷込工具6.6′を示し、この冷込工具6又は
6′は上部に穴堀建柱車のオーガのビットを被いオーガ
に固定自在なソケット部7を有し、このソケット部7に
つづく下部は、上記スクリューアンカー1の上記角柱部
5を嵌め込み自在な嵌合孔を有す嵌合部8を有する。こ
の嵌合部8は第9図の冷込工具6は短かく、第10図の
冷込工具6′は長く構成されている。また9は上記ソケ
ット部7外周に螺着したボルトである。
First, to explain the screw anchor and cooling tool used in this invention, the screw anchor 1 has two screw blades 3 and 3 on the outer periphery of the screw main body 2, as shown in FIG. A prismatic portion 5 is provided at the upper end, and the upper surface of the prismatic portion 5 has a threaded hole (not shown) for attaching a rod. 9 and 1O show a cooling tool 6.6', and this cooling tool 6 or 6' has a socket part 7 on its upper part that covers the bit of an auger of a drilling pole erecting vehicle and can be fixed to the auger. The lower part continuing from the socket part 7 has a fitting part 8 having a fitting hole into which the prismatic part 5 of the screw anchor 1 can be fitted. The fitting portion 8 is short in the cooling tool 6 shown in FIG. 9 and long in the cooling tool 6' shown in FIG. Further, reference numeral 9 denotes a bolt screwed onto the outer periphery of the socket portion 7.

次に第1図乃至第7図に基づいてこの発明の冷込工法を
説明する。
Next, the cooling method of the present invention will be explained based on FIGS. 1 to 7.

まず地表面に約30dll程の深さの穴11を堀り、穴
堀建柱車のオーガ部分12の下端のビット部13に上記
冷込工具6のソケット部7を被せ、ボルト9で外周から
締め付け、冷込工具6をオーガ部分12の下端に固定す
る。そしてこの冷込工具6の嵌合部8にスクリューアン
カー1の角柱部5を嵌めて冷込工具6にスクリューアン
カー1を取り付け、上記穴11の底面にスクリューアン
カー1の下端を第1図に示す如く当て、オーガ部分12
を回転させる。
First, a hole 11 with a depth of about 30 dll is dug on the ground surface, the socket part 7 of the cooling tool 6 is placed over the bit part 13 at the lower end of the auger part 12 of the drilling pole erector, and the bolt 9 is inserted from the outer periphery. Tighten to secure the cooling tool 6 to the lower end of the auger section 12. Then, the square column part 5 of the screw anchor 1 is fitted into the fitting part 8 of the cooling tool 6, and the screw anchor 1 is attached to the cooling tool 6, and the lower end of the screw anchor 1 is attached to the bottom of the hole 11 as shown in FIG. Just like that, auger part 12
Rotate.

これによりスクリューアンカー1が回転し、スクリュー
羽根3によって土中縦方向にスクリューアンカー1は推
進し、第2図に示す如くスクリューアンカー1を穴11
内の地中に埋設する。この様にして他のスクリューアン
カー1も埋設し、第3図に示す如く一方のスクリューア
ンカー1の角柱部5の上端面のネジ孔にロッド14の下
端を螺着する。
As a result, the screw anchor 1 rotates, and the screw blade 3 propels the screw anchor 1 vertically into the soil, pushing the screw anchor 1 into the hole 1 as shown in FIG.
buried underground. In this manner, the other screw anchors 1 are also buried, and the lower end of the rod 14 is screwed into the screw hole in the upper end surface of the prismatic portion 5 of one of the screw anchors 1, as shown in FIG.

次に上記穴堀建柱車のオーガ部分12下端から冷込工具
6を外し、嵌合部8の長い冷込工具6′を上記と同様に
ビット13を被うようにしてオーガ部分12の下端に固
定する。そしてこの冷込工具6′の嵌合部8の嵌合孔内
へ、上記スクリューアンカー1に取り付けたロッド14
を挿入してこの嵌合孔下端内周にスクリューアンカー1
の角柱部5を嵌め、第4図に示す如くオーガ部分】2を
回転させて冷込工具6′の回転伝達によりスクリューア
ンカー1を回転させ、第5図に示す如くスクリューアン
カー1を土中に深く埋設する。他方のスクリューアンカ
ー1についても同様に捻込み、第6図に示す如く穴11
内にロッド14.14のみを突出させて二つのスクリュ
ーアンカー1.1を穴11下方の土中に埋設する。その
後これらのロッド14.14を寄せて接続板15にナツ
ト16.16で夫々取り付け、この接続板15に、上端
にシンプル17を有するロッド18の下端を取り付けて
穴11を埋め戻し、第7図に示す如くロッド18の上部
を地表面に突出させ、他の部分は土中に埋める。
Next, remove the cooling tool 6 from the lower end of the auger part 12 of the above-mentioned drilling pole erecting vehicle, and insert the long cooling tool 6' with the fitting part 8 so as to cover the bit 13 at the lower end of the auger part 12. Fixed to. Then, the rod 14 attached to the screw anchor 1 is inserted into the fitting hole of the fitting part 8 of this cooling tool 6'.
Insert the screw anchor 1 into the inner periphery of the lower end of this fitting hole.
The screw anchor 1 is rotated by rotation transmission of the cooling tool 6' by rotating the auger part 2 as shown in FIG. Bury deeply. The other screw anchor 1 is screwed in the same way, and the hole 11 is tightened as shown in FIG.
The two screw anchors 1.1 are buried in the soil below the holes 11 with only the rods 14.14 protruding inside. Thereafter, these rods 14 and 14 are brought together and attached to the connecting plate 15 with nuts 16 and 16, respectively, and the lower end of the rod 18 having the simple 17 at the upper end is attached to the connecting plate 15 to backfill the hole 11, as shown in FIG. As shown in the figure, the upper part of the rod 18 is made to protrude above the ground surface, and the other part is buried in the soil.

この様にしてロッド18の先端のシンプル17に支線を
接続するものである。
In this way, the branch line is connected to the simple 17 at the tip of the rod 18.

第11図は上記実施例と同様にして一個のスクリューア
ンカー1を土中に埋設し、スクリューアンカー1の角柱
部5に接続したロッド14の上端にジヨイント部材19
を介して、シンプル20を上端に有するロッド21を接
続したものである。
FIG. 11 shows that one screw anchor 1 is buried in the soil in the same manner as in the above embodiment, and a joint member 19 is attached to the upper end of the rod 14 connected to the prismatic portion 5 of the screw anchor 1.
A rod 21 having a simple 20 at the upper end is connected through the .

また第12図は上記実施例と同様に二個のスクリューア
ンカー1を土中に並設し、プレート22を介して二つの
スクリューアンカー1の各ロッド14上端を接続し、プ
レート22に下端を取り付けたロッド18の上端のシン
プル17で支線(図示省略)を接続するもので、支線を
緊張するとロッド18がプレート22との取り材端から
土中で移動し、支線方向に傾く。
In addition, in FIG. 12, two screw anchors 1 are installed in parallel in the soil as in the above embodiment, the upper ends of each rod 14 of the two screw anchors 1 are connected via a plate 22, and the lower ends are attached to the plate 22. A branch line (not shown) is connected by a simple 17 at the upper end of the rod 18, and when the branch line is tensed, the rod 18 moves in the soil from the end of the material connecting to the plate 22 and tilts in the direction of the branch line.

なお上記実施例ではスクリューアンカー1の埋設の際最
初に嵌合部8の短い冷込工具6を用い、次に嵌合部8の
長い冷込工具6′を用いたが、初めから嵌合部8の長い
冷込工具6′を用いてもよいこと勿論である。
In the above embodiment, when embedding the screw anchor 1, the cooling tool 6 with a short fitting part 8 was used first, and then the cooling tool 6' with a long fitting part 8 was used. Of course, a long cooling tool 6' may also be used.

(発明の効果) この発明は以上の構成であり、従来の如く穴堀建柱車の
オーガ部分を取り外すことがないため、極めて作業が容
易となり、オーガ部分下端に冷込工具を取り付け、この
冷込工具下端にスクリューアンカーを取り付けて、オー
ガ部分を回転させてスクリューアンカーを土中に捻込ん
でいくため、スクリューアンカーの埋込み作業は極めて
簡単である。しかも穴堀建柱車のオーガをそのまま用い
るため、スクリューアンカーは小型となり、ロッドは後
から取り付けられるように着脱自在とした。
(Effects of the Invention) This invention has the above-mentioned configuration, and since there is no need to remove the auger part of the digging pole erecting vehicle as in the past, the work is extremely easy. The work of embedding a screw anchor is extremely simple because the screw anchor is attached to the lower end of the embedding tool and the auger part is rotated to screw the screw anchor into the soil. Moreover, since the auger of the hole-drilling pole-erecting vehicle was used as is, the screw anchor was made smaller, and the rod was made removable so that it could be attached later.

この様にスクリューアンカー自体が小型となり、かつ地
表面に垂直にスクリューアンカーを埋設していくため捻
込み精度が高くなり、所望箇所に埋設でき、従って近接
して複数本のスクリューアンカーを土中に捻込める。ま
たこの様に複数本のスクリューアンカーを近接して埋設
し、各スクリューアンカーの各ロッドを土中で接続板に
に接続し、この接続板から地表面上に他の上部ロッドを
接続、突出せしめ、この上部ロッド上端に支線を接続す
ると、この支線の張力により上部ロッドは傾くが、ロッ
ドが短いため移動中が小さく、支線を緊線したときに十
分移動又は曲がり、従来のロッドが長いものに比べ長期
にわたってロッドが曲がらず、長期経過後であっても支
線がゆるまない、しかも複数個のスクリューアンカーを
近接して埋設すると土の粘着性があるため第13図に示
す如くアンカーの周囲の±(図中斜線部分a)まで抵抗
となり、地耐力が増し、例えば二本のスクリューアンカ
ーの場合一本のスクリューアンカーの2倍でなく、3〜
4倍の地耐力となることが実験的に確認された。
In this way, the screw anchor itself is small, and since the screw anchor is buried perpendicular to the ground surface, the screwing accuracy is high, and it can be buried in the desired location, making it possible to bury multiple screw anchors close together in the soil. It can be twisted. In addition, multiple screw anchors are buried close together in this way, each rod of each screw anchor is connected to a connecting plate in the soil, and other upper rods are connected and protruded above the ground surface from this connecting plate. , when a branch line is connected to the upper end of this upper rod, the upper rod will tilt due to the tension of this branch line, but since the rod is short, it will move less during movement, and when the branch line is taut, it will move or bend sufficiently, making it possible for the conventional rod to be long. Compared to this, the rod does not bend over a long period of time, and the branch line does not loosen even after a long period of time.Moreover, if multiple screw anchors are buried close together, the soil will be sticky, so the area around the anchors will not bend as shown in Figure 13. (The shaded area a in the figure) becomes a resistance, and the bearing capacity of the soil increases.
It has been experimentally confirmed that the bearing capacity of the soil is four times greater.

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

第1図乃至第7図はこの発明の貼込工法の順序を示す説
明断面図、第8図はこの発明に使用するスクリューアン
カーの正面図、第9図はこの発明に使用する冷込工具の
正面図、第10図は同嵌合部の長い冷込工具の正面図、
第11図はこの発明により埋設した一本のスクリューア
ンカーを示す断面図、第12図はこの発明により埋設し
た二本のスクリューアンカーを示す断面図、第13図は
埋設した二本のスクリューアンカーの地耐力に影響する
土の分布図、第14図(A)、(B)は夫々従来の穴掘
建柱を使用したスクリューアンカーの冷込工法を示す説
明図である。 なお図中1はスクリューアンカー、3はスクリュー羽根
、5は角柱部、6は冷込工具、7はソケット部、8は嵌
合部、11は穴、12はオーガ部分、13はビット、1
4はロッドである。
Figures 1 to 7 are explanatory sectional views showing the order of the pasting method of this invention, Figure 8 is a front view of a screw anchor used in this invention, and Figure 9 is a cooling tool used in this invention. Front view, Figure 10 is a front view of the cooling tool with a long fitting part,
FIG. 11 is a cross-sectional view showing one screw anchor buried according to the present invention, FIG. 12 is a cross-sectional view showing two screw anchors buried according to the present invention, and FIG. 13 is a cross-sectional view showing two screw anchors buried according to the present invention. Figures 14(A) and 14(B), which are distribution maps of soil that affect the bearing capacity of the soil, are explanatory diagrams showing a cooling construction method for screw anchors using conventional drilling columns. In the figure, 1 is a screw anchor, 3 is a screw blade, 5 is a prism part, 6 is a cooling tool, 7 is a socket part, 8 is a fitting part, 11 is a hole, 12 is an auger part, 13 is a bit, 1
4 is a rod.

Claims (1)

【特許請求の範囲】[Claims] 穴堀建柱車のオーガスクリュー下端のビットを被いかつ
固定自在な上部とスクリューアンカー上端を支持自在な
下部とから成る捻込工具と、アンカー本体の外周にスク
リュー羽根を有しかつ上面にロッド取付用ネジ孔を有す
る角柱部をアンカー本体上端に有するスクリューアンカ
ーとを用い、上記穴堀建柱車のオーガスクリュー下端に
上記捻込工具を固定し、上記スクリューアンカーを捻込
工具に支持してこの穴堀建柱車のオーガスクリューを回
転させて上記スクリューアンカーを土中に捻込み、支線
用のロッドを上記ネジ孔に取り付けることを特徴とする
スクリューアンカーの捻込工法。
A screwing tool consisting of an upper part that covers the bit at the lower end of the auger screw of a hole-drilling pole-erecting car and can be fixed thereon, and a lower part that can freely support the upper end of the screw anchor, and has a screw blade on the outer periphery of the anchor body and a rod attached to the upper surface. Fix the screw anchor to the lower end of the auger screw of the hole-drilling pole erecting vehicle using a screw anchor having a square column part with a screw hole at the upper end of the anchor body, support the screw anchor on the screw anchor, and A screw anchor screwing method characterized by rotating an auger screw of a hole-drilling pole erecting vehicle to screw the screw anchor into the soil, and attaching a branch rod to the screw hole.
JP10456087A 1987-04-30 1987-04-30 Penetration work of screw anchor Granted JPS63272815A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10456087A JPS63272815A (en) 1987-04-30 1987-04-30 Penetration work of screw anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10456087A JPS63272815A (en) 1987-04-30 1987-04-30 Penetration work of screw anchor

Publications (2)

Publication Number Publication Date
JPS63272815A true JPS63272815A (en) 1988-11-10
JPH0415334B2 JPH0415334B2 (en) 1992-03-17

Family

ID=14383843

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10456087A Granted JPS63272815A (en) 1987-04-30 1987-04-30 Penetration work of screw anchor

Country Status (1)

Country Link
JP (1) JPS63272815A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02232427A (en) * 1989-03-03 1990-09-14 Hitachi Cable Ltd Pylon foundation structure by use of screw anchor and screwing method for screw anchor and its screw and torque tube
JP2002363981A (en) * 2001-06-11 2002-12-18 Ando Corp Foundation structure with preceding tip support body
JP2013079516A (en) * 2011-10-04 2013-05-02 Maruden-Kogyo Co Ltd Frame base

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02232427A (en) * 1989-03-03 1990-09-14 Hitachi Cable Ltd Pylon foundation structure by use of screw anchor and screwing method for screw anchor and its screw and torque tube
JP2002363981A (en) * 2001-06-11 2002-12-18 Ando Corp Foundation structure with preceding tip support body
JP4701373B2 (en) * 2001-06-11 2011-06-15 独立行政法人建築研究所 Foundation structure with leading tip support
JP2013079516A (en) * 2011-10-04 2013-05-02 Maruden-Kogyo Co Ltd Frame base

Also Published As

Publication number Publication date
JPH0415334B2 (en) 1992-03-17

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