JP2000045572A - Temporary electric pole for dwelling construction - Google Patents
Temporary electric pole for dwelling constructionInfo
- Publication number
- JP2000045572A JP2000045572A JP10225444A JP22544498A JP2000045572A JP 2000045572 A JP2000045572 A JP 2000045572A JP 10225444 A JP10225444 A JP 10225444A JP 22544498 A JP22544498 A JP 22544498A JP 2000045572 A JP2000045572 A JP 2000045572A
- Authority
- JP
- Japan
- Prior art keywords
- pole
- vertical panel
- connecting member
- slit
- pile member
- 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
Landscapes
- Details Of Indoor Wiring (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、住宅建築工事において
使用する仮設電柱に係り、とくに仮設電柱として使用さ
れるポールパイプの構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary power pole used in a house construction work, and more particularly to a structure of a pole pipe used as a temporary power pole.
【0002】[0002]
【従来の技術】一戸建て住宅を建築する際には、各種電
動工具の使用や夜間の照明を可能にするため、従来から
仮設電柱が使用されてきた。建築工事は、各種の電動工
具を使用するものであり、また天候の影響や他の作業現
場のスケジュールに応じて夜間照明の必要が生ずるため
であるが、図7に示すように、従来、このような仮設電
柱1は、建築家屋2から最も近い電柱3から電気線4を
とるのが一般である。2. Description of the Related Art When a single-family house is constructed, temporary power poles have conventionally been used in order to enable use of various electric tools and lighting at night. Building work involves the use of various power tools and the need for night lighting in accordance with the effects of weather and other work site schedules. Conventionally, as shown in FIG. Such a temporary power pole 1 generally takes an electric wire 4 from a power pole 3 closest to an architectural house 2.
【0003】仮設電柱1は、従来、現場に必要な一定の
高さをもった普通の金属管(金属ポール)を使用した。
その設置に際しては、立設箇所を決めてその場所に穴を
掘ることからはじめる。この場合の掘削寸法は、例えば
深さ60〜100cm、径寸約50〜80cmであり、
この立設穴に全長3〜5メートル程度の金属管を立て履
土して仮設の電柱ポールを立設した。Conventionally, the temporary utility pole 1 has used a normal metal tube (metal pole) having a certain height required for the site.
When setting up, start by deciding where to stand and digging a hole in that place. Excavation dimensions in this case are, for example, a depth of 60 to 100 cm, a diameter of about 50 to 80 cm,
A metal tube having a total length of about 3 to 5 meters was erected on the erect hole, and a temporary telephone pole was erected.
【0004】[0004]
【発明が解決しようとする課題】ところで、近時このよ
うな従来の仮設電柱につき、高さの最低基準を設けるべ
きという指摘がある。仮設電柱の高さが少なすぎると、
ユニック車その他各種の作業用車両が仮設電線に引っか
かり、事故を発生する虞れがあるからである。Recently, it has been pointed out that a minimum standard of height should be set for such a conventional temporary pole. If the height of the temporary utility pole is too small,
This is because there is a risk that an unic vehicle or other various work vehicles may be caught by the temporary electric wire and cause an accident.
【0005】そこで現在提案されている仮設電柱は、最
低でも5.2m以上で、一般車道を越えて電線を引き込
む場合には最低でも6.2m以上の高さをもったポール
を使用することが望ましいとされる。[0005] Therefore, the temporary poles currently proposed are at least 5.2 m or more, and poles having a height of at least 6.2 m or more when drawing electric wires over a general roadway may be used. It is desirable.
【0006】しかし、この指摘のように5.2m以上の
高背ポールを現場に立設しようとすると、従来の立設作
業以上に地面を掘り下げる必要があるばかりでなく、最
低でも45kg超の金属ポールを現場に搬入し、覆土作
業中も当該ポールを垂直に支持しておく必要があるな
ど、スタッフの貴重な作業時間を拘束し、作業上の危険
性を増加させるといった問題を惹起することになる。住
宅建築においては、近時とくに作業上の安全性と効率の
向上が望まれるが、仮設電柱の立設条件の厳格化は、少
人数で稼働する工務店には十分な安全確保と効率の点で
きわめて難しい課題である。However, as described above, when a tall pole having a height of 5.2 m or more is to be erected on the site, it is necessary to dig into the ground more than conventional erection work, and at least a metal of 45 kg or more is required. It is necessary to carry the pole to the site and to support the pole vertically during soil covering work, which constrains the precious working time of staff and increases the risk of work. Become. In residential construction, improvement of work safety and efficiency is particularly desired in recent years.However, stricter conditions for erecting temporary utility poles are necessary to secure sufficient safety and efficiency for construction workers operating with a small number of people. This is a very difficult task.
【0007】そこで本発明の目的は、最低限一人の作業
スタッフによって、5〜6m超の長尺の仮設電柱ポール
を容易かつ短時間に、しかも安全確実に立設することを
可能とする点にある。Accordingly, an object of the present invention is to make it possible to easily and erected a temporary pole pole having a length of more than 5 to 6 m easily, in a short time, and safely by one working staff. is there.
【0008】[0008]
【課題を解決するための手段】前記目的を達成するた
め、本発明に係る住宅建築用の仮設電柱は、予め地面に
打ち込む杭部材と、当該杭部材に連結部材を介して接続
固定する引込ポールとからなり、前記杭部材は、その先
端部に鋭角な打込拡開面を備えるとともに、その後端部
に、当該杭部材の軸線に沿って立ち上がる全体形状略馬
蹄形状の垂直パネルを備えてなり、該垂直パネルは、そ
の適宜箇所に一のボルト孔を備える一方、前記連結部材
は、その後端部に、垂直パネルを嵌装させるスリットを
備え、該スリットは、管状を呈する連結部材の一端面に
形成され、当該スリットの対向面は閉塞されてなり、前
記垂直パネルのボルト孔に対応する位置に、一対の、縦
長のボルト嵌装孔を備える。In order to achieve the above object, a temporary electric pole for residential building according to the present invention comprises a pile member previously driven into the ground and a drop-in pole connected and fixed to the pile member via a connecting member. The pile member is provided with a sharp driving and expanding surface at a tip end thereof, and is provided with a vertical panel having a substantially horseshoe shape standing up along the axis of the pile member at a rear end thereof. The vertical panel is provided with a bolt hole at an appropriate place, while the connecting member is provided at its rear end with a slit for fitting the vertical panel, and the slit is provided at one end surface of the tubular connecting member. And a pair of vertically elongated bolt fitting holes are provided at positions corresponding to the bolt holes of the vertical panel.
【0009】[0009]
【実施の態様】図4は、本発明に係る仮設電柱の全体構
造を示すものである。本発明に係る仮設電柱10は、予
め地面に打ち込むための杭部材11と、この杭部材11
に連結部材30を介して接続固定する引込ポール20と
からなる。本発明は、とくに連結部材30と杭部材11
との接続構造に関する。FIG. 4 shows the entire structure of a temporary power pole according to the present invention. The temporary power pole 10 according to the present invention includes a pile member 11 for driving in advance into the ground,
And a pull-in pole 20 that is connected and fixed via a connecting member 30 to the pull-in pole 20. The present invention is particularly applicable to the connection member 30 and the pile member 11.
And connection structure.
【0010】まず各部材の長さであるが、杭部材11は
約120cm、連結部材30は約40cm、上部の引込
ポールは全長約4メートルである。引込ポール20は搬
送の都合上、二つの管に分割する場合がある。その場合
は、中間にいわゆるサヤカン19を接続する等、適宜の
手段で接続し一本のポールとして機能させる。尚、連結
部材30は、杭部材11と引込ポール20を連結するも
のであるから、この部材は仮設電柱の全長には影響を与
えない。First, regarding the length of each member, the pile member 11 is about 120 cm, the connecting member 30 is about 40 cm, and the upper retracting pole is about 4 meters in total length. The draw-in pole 20 may be divided into two tubes for the sake of transportation. In this case, a so-called Sayakan 19 is connected in the middle and connected by appropriate means to function as a single pole. Since the connecting member 30 connects the pile member 11 and the drop-in pole 20, this member does not affect the total length of the temporary utility pole.
【0011】図5(a)(b)は、杭部材11の構造例
を示すものである。杭部材11は、その先端に鋭角な拡
開傾斜面(角錘または円錐形)14を備える。また、そ
の後端部(上端部)に、全体形状略馬蹄形状の垂直パネ
ル15を備えており、また垂直パネル15は、その適宜
箇所、例えば中央上部に一つのボルト孔16を備える。
垂直パネル15の形状は限定されないが、連結部材30
を横向きにして設置した後、当該連結部材30を垂直に
立ち上げる必要上、連結部材30の運動軌跡を考慮して
少なくとも垂直パネル15の上部は円弧形状とすること
が望ましい。FIGS. 5A and 5B show an example of the structure of the pile member 11. FIG. The pile member 11 has an acutely widened inclined surface (pyramid or conical shape) 14 at its tip. At the rear end (upper end), there is provided a vertical panel 15 having a substantially horseshoe shape as a whole.
The shape of the vertical panel 15 is not limited.
It is necessary to raise the connecting member 30 vertically after installing the panel horizontally, and it is preferable that at least the upper part of the vertical panel 15 be formed in an arc shape in consideration of the movement trajectory of the connecting member 30.
【0012】図1,図2は、連結部材30の構造例を示
すものである。連結部材30は、前記垂直パネル15を
遊嵌させるためのスリット31を備えるとともに、管軸
Oを中心として、連結部材30を平面から見た図3にも
示すように、スリット31と略90度の位置関係をなす
位置に、一対のボルト挿通孔34,35を穿設してあ
る。スリット31は、垂直パネル15に噛み合うもので
あるから、連結部材30の下端面まで達するよう成形し
てある。また、ボルト挿通孔34,35の最下端部D
は、スリット31の最上端部Uより下方位置から穿設
し、必ず、相互に重複する上下部分(符号Wで示す)を
もたせる。FIG. 1 and FIG. 2 show an example of the structure of the connecting member 30. The connecting member 30 has a slit 31 for loosely fitting the vertical panel 15, and the connecting member 30 is substantially 90 degrees around the pipe axis O as shown in FIG. A pair of bolt insertion holes 34 and 35 are formed at positions having the above positional relationship. Since the slit 31 is engaged with the vertical panel 15, it is formed so as to reach the lower end surface of the connecting member 30. Also, the lowermost ends D of the bolt insertion holes 34, 35
Is formed from a position below the uppermost end U of the slit 31 and always has an upper and lower portion (indicated by a symbol W) which overlap each other.
【0013】次に、この連結部材30を用いた仮設電柱
の立設方法を説明する。施工に先立ち、まず、杭部材1
1を地面に打ち込む。杭部材11の上部には垂直パネル
15があるので、この作業に際しては、例えば図6に示
すようなハンマーの受け部材40を使用し、この受け部
材40を杭部材11の上面に配して上から打設する。
尚、符号43は垂直パネル15に嵌入するスリットであ
る。Next, a method of erecting a temporary utility pole using the connecting member 30 will be described. Prior to construction, first, pile member 1
Hit 1 into the ground. Since the vertical panel 15 is provided on the upper part of the pile member 11, a hammer receiving member 40 as shown in FIG. 6, for example, is used in this operation. Cast from.
Reference numeral 43 denotes a slit that fits into the vertical panel 15.
【0014】次に、所定の長さをもった引込ポール20
の下端に連結部材30を固定しておく。図示はしていな
いが、例えば、連結部材30の上部に三点のボルト(そ
れぞれが軸心を指向するボルト)を配し、引込ポール2
0の下端部に形成したボルト固定孔にしっかりと螺設固
定すれば良い。Next, a drop-in pole 20 having a predetermined length
The connecting member 30 is fixed to the lower end of the. Although not shown, for example, three bolts (bolts each of which is directed to the axis) are arranged on the upper part of the connecting member 30 and
What is necessary is just to screw it firmly into the bolt fixing hole formed in the lower end part of 0.
【0015】この状態で、連結部材30のスリット31
を、杭部材11の垂直部材15に嵌装し、連結部材30
の一方のボルト挿通孔34から適当長のボルト50を挿
入する。この場合、スリット31は、図2に示すよう
に、横向きの状態で垂直パネル15に嵌装する。引込ポ
ール20の全長が長いので、最初から縦方向にすること
は出来ないからであり、逆に云えば、横むきに差し込ん
で、その状態でポールの重量を杭部材11に負担させつ
つ、金属ポールを垂直に立ち上げるのが本発明の特徴と
いうことができる。一方のボルト挿通孔34から挿入し
たボルト50は、垂直パネル15のボルト孔16を通
し、他方のボルト挿通孔35を通して、緩やかに締めて
おく。この状態では、ボルト50は自由に動くことので
きる状態にしておき、きつくは締めない。In this state, the slit 31 of the connecting member 30
Is fitted to the vertical member 15 of the pile member 11, and the connecting member 30
A bolt 50 of an appropriate length is inserted from one of the bolt insertion holes 34. In this case, the slit 31 is fitted to the vertical panel 15 in a horizontal state as shown in FIG. This is because the entire length of the pull-in pole 20 is long and cannot be vertically set from the beginning. In other words, the pole is inserted sideways, and the weight of the pole is loaded on the Raising the pole vertically is a feature of the present invention. The bolt 50 inserted from one of the bolt insertion holes 34 passes through the bolt hole 16 of the vertical panel 15 and the other bolt insertion hole 35, and is loosely tightened. In this state, the bolt 50 is in a freely movable state, and is not tightly tightened.
【0016】また、この状態では、使用するボルト50
は、ボルト挿通孔34,35の最下端部Dに位置する。
スリット31の対向面は閉塞されており、垂直パネル1
5の横幅と連結部材30の管内径によって、一義的にボ
ルト50の位置が決まるからである。勿論、ボルト50
は自由に動ける状態にあるので、引込ポール20を立ち
上げたときには若干の上下動を呈することはある。In this state, the bolt 50
Is located at the lowermost end D of the bolt insertion holes 34 and 35.
The opposite surface of the slit 31 is closed, and the vertical panel 1
This is because the position of the bolt 50 is uniquely determined by the lateral width of the bolt 5 and the inner diameter of the connecting member 30. Of course, bolt 50
Is in a state in which it can move freely, and when the retracting pole 20 is started up, it may exhibit a slight vertical movement.
【0017】連結部材30を、ボルト50を介して垂直
パネル15に仮止した状態で、引込ポール20を垂直に
立ち上げる。この作業は、一人の作業員でも容易に行う
ことができる。引込ポール20の下端部が杭部材11の
上端部に支持され、長尺のポール重量が杭部材11に分
担支持されるからであり、ボルト50を回転中心とし
て、テコの原理により長尺ポールは容易に立ち上がる。With the connecting member 30 temporarily fixed to the vertical panel 15 via the bolt 50, the pull-in pole 20 is raised vertically. This operation can be easily performed by one worker. This is because the lower end of the pull-in pole 20 is supported by the upper end of the pile member 11 and the long pole weight is shared and supported by the pile member 11. Get up easily.
【0018】引込ポール20が略垂直に立ち上がると、
望ましい実施例では、連結部材30は僅かに下方に落下
する。杭部材11の外径より、連結部材30の内径が大
きく設定されているからであり、ボルト50は、ボルト
挿通孔34,35の最上端部Pまで移動して止まる。ボ
ルト挿通孔34,35の上端部が、位置決めのストッパ
として機能するわけである。この方式は、連結部材30
を仮設電柱の全長に含めない考え方を前提として、ポー
ル立ち上げ時に上部ポールを連結部材内部に落として固
定するものである。もちろん、そのときの下降寸法は任
意であり、それに応じてボルト挿通孔34,35の上下
寸法も任意に設定できる。When the retracting pole 20 rises substantially vertically,
In the preferred embodiment, coupling member 30 falls slightly downward. This is because the inner diameter of the connecting member 30 is set to be larger than the outer diameter of the pile member 11, and the bolt 50 moves to the uppermost end P of the bolt insertion holes 34 and 35 and stops. The upper ends of the bolt insertion holes 34 and 35 function as positioning stoppers. This method uses the connecting member 30.
Is not included in the total length of the temporary pole, and the upper pole is dropped and fixed inside the connecting member when the pole is started up. Of course, the descending dimension at that time is arbitrary, and the vertical dimensions of the bolt insertion holes 34 and 35 can be arbitrarily set accordingly.
【0019】この状態で、一応、仮設電柱の立設作業は
終了する。但し、必ずしも杭部材11が正確に垂直に打
ち込まれているとは限らないので、上部の引込ポール2
0の角度も傾斜する可能性が残る。そこで、すでに述べ
たように、連結部材30の上部に配した3点のボルトに
より、引込ポール20の角度調整を行うことが望まし
い。この三点のボルトは、管の中心に向かっているの
で、一点を緩めることにより、任意方向にポールを傾斜
させることが可能である。一個のボルトをゆるめても、
二点のボルトが全周の2/3(=240度)を支持して
いるので、ポールが倒れることはない。In this state, the work of erection of the temporary utility pole is temporarily completed. However, since the pile member 11 is not always accurately driven vertically, the upper retraction pole 2
The possibility that the angle of 0 is also inclined remains. Therefore, as described above, it is desirable to adjust the angle of the pull-in pole 20 by using three bolts arranged above the connecting member 30. Since these three bolts point toward the center of the tube, it is possible to tilt the pole in any direction by loosening one of the bolts. Even if you loosen one bolt,
Since the two bolts support 2/3 (= 240 degrees) of the entire circumference, the pole does not fall.
【0020】以上説明したように、本発明に係る仮設電
柱によれば、全長分から杭部材を別個に独立させて取り
扱うことにより、残余のポール重量を格段に軽減するこ
とが可能となる。この結果、一人の作業スタッフでも電
力会社の新しい安全規定にみあう電柱立設が可能とな
る。本実施例において、杭部材11は約1.2メートル
と仮定したが、この長さは上部ポールの重量軽減に十分
な長さであると考えることが出来る。最高6.2メート
ルとなるポールの約1/5に相当し、例えば、もとの全
重量が50kgの場合は、10kgの重量軽減となる。
取り扱いが難しくなる限界重量(45kg)を下回る、
40kgの重量となり、しかも杭部材の上面を視点とし
たテコ運動をさせれば良いので、従来の全体立設方式に
比較すると格段に作業効率と安全性が向上することにな
る。As described above, according to the temporary utility pole according to the present invention, the remaining pole weight can be significantly reduced by separately and independently handling the pile members from the entire length. As a result, a single work staff can establish a utility pole that meets the power company's new safety regulations. In this embodiment, the pile member 11 is assumed to be about 1.2 meters, but this length can be considered to be a length sufficient to reduce the weight of the upper pole. This corresponds to about 1/5 of a pole that has a maximum of 6.2 meters. For example, if the original total weight is 50 kg, the weight is reduced by 10 kg.
Below the limit weight (45 kg) that makes handling difficult,
Since the weight becomes 40 kg, and it is only necessary to perform the lever movement from the viewpoint of the upper surface of the pile member, the working efficiency and the safety are remarkably improved as compared with the conventional whole standing method.
【0021】また最低長の5.2メートルを前提とする
と、全重量45kgを36kgに軽減し、しかもテコ運
動による立設作業が可能になるので、いうまでもなく作
業効率は格段に改善される。Assuming a minimum length of 5.2 meters, the total weight is reduced from 45 kg to 36 kg, and the standing work can be performed by leverage, so that the working efficiency is obviously improved. .
【0022】[0022]
【発明の効果】以上説明したように本発明に係る仮設電
柱によれば、一人の作業スタッフによって、5〜6m超
の長尺の仮設電柱ポールを容易かつ短時間に、しかも安
全確実に立設することが可能となる。As described above, according to the temporary power pole according to the present invention, a long temporary power pole of more than 5 to 6 m can be erected easily, quickly and safely by one work staff. It is possible to do.
【図1】本発明に係る連結部材を横から装着する場合を
例示する図である。FIG. 1 is a diagram illustrating a case where a connecting member according to the present invention is mounted from the side.
【図2】本発明に係る連結部材と杭部材を上下に分離し
て例示する図である。FIG. 2 is a view illustrating a connecting member and a pile member according to the present invention, which are vertically separated from each other;
【図3】ボルト挿通孔の位置関係を例示するための平面
図である。FIG. 3 is a plan view illustrating a positional relationship between bolt insertion holes.
【図4】本発明に係る仮設電柱の全体構造を例示する図
である。FIG. 4 is a diagram illustrating the entire structure of a temporary power pole according to the present invention.
【図5】(a)杭部材の正面図である。 (b)杭部材の側面図である。FIG. 5A is a front view of a pile member. (B) It is a side view of a pile member.
【図6】杭部材に装着するハンマーの受け部材を例示す
る図である。FIG. 6 is a view exemplifying a receiving member of a hammer mounted on a pile member.
【図7】仮設電柱の配置例を示す図である。FIG. 7 is a diagram showing an example of the arrangement of temporary utility poles.
11 杭部材 14 拡開傾斜面 15 垂直パネル 16 ボルト孔 19 サヤカン 20 引込ポール 30 連結部材 31 スリット 34,35 ボルト挿通孔 40 ハンマーの受け部材 50 ボルト D ボルト挿通孔の最下端部 U スリットの最上端部 DESCRIPTION OF SYMBOLS 11 Pile member 14 Expanding inclined surface 15 Vertical panel 16 Bolt hole 19 Sayakan 20 Pull-in pole 30 Connecting member 31 Slit 34, 35 Bolt insertion hole 40 Hammer receiving member 50 Bolt D Lowermost end of bolt insertion hole U Uppermost end of slit Department
Claims (1)
とからなり、 前記杭部材は、 その先端部に鋭角な打込拡開面を備えるとともに、 その後端部に、当該杭部材の軸線に沿って立ち上がる全
体形状略馬蹄形状の垂直パネルを備えてなり、 該垂直パネルは、その適宜箇所に一のボルト孔を備える
一方、 前記連結部材は、 その後端部に、垂直パネルを嵌装させるスリットを備
え、 該スリットは、管状を呈する連結部材の一端面に形成さ
れ、当該スリットの対向面は閉塞されてなり、 前記垂直パネルのボルト孔に対応する位置に、一対の、
縦長のボルト嵌装孔を備えることを特徴とする住宅建築
用の仮設電柱。1. A pile member which is previously driven into the ground, and a pull-in pole which is connected and fixed to the pile member via a connecting member, wherein the pile member has a sharp-cutting and expanding surface at a tip end thereof. The rear end portion is provided with a vertical panel having a substantially horseshoe-shaped overall shape that stands up along the axis of the pile member. The vertical panel includes a bolt hole at an appropriate position, At the rear end, a slit for fitting a vertical panel is provided. The slit is formed on one end surface of a tubular connecting member, and an opposing surface of the slit is closed, and corresponds to a bolt hole of the vertical panel. Position, a pair of
A temporary utility pole for a residential building, comprising a vertically elongated bolt fitting hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10225444A JP2000045572A (en) | 1998-07-23 | 1998-07-23 | Temporary electric pole for dwelling construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10225444A JP2000045572A (en) | 1998-07-23 | 1998-07-23 | Temporary electric pole for dwelling construction |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000045572A true JP2000045572A (en) | 2000-02-15 |
Family
ID=16829463
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10225444A Pending JP2000045572A (en) | 1998-07-23 | 1998-07-23 | Temporary electric pole for dwelling construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000045572A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100917394B1 (en) * | 2009-05-11 | 2009-09-17 | (주)와이즈산전 | Non-excavating type supporter for heavy communication cable |
KR100917398B1 (en) * | 2009-05-11 | 2009-09-17 | (주)와이즈산전 | Non-excavating type supporter for light communication cable |
JP2011140753A (en) * | 2010-01-05 | 2011-07-21 | Kanematsu Nnk Corp | Structure for connecting wooden pile and steel pipe pile together |
JP2011140752A (en) * | 2010-01-05 | 2011-07-21 | Kanematsu Nnk Corp | Implement for connecting wooden piles together |
CN106284308A (en) * | 2016-10-17 | 2017-01-04 | 重庆大学 | A kind of overlength screw stake and construction method thereof |
-
1998
- 1998-07-23 JP JP10225444A patent/JP2000045572A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100917394B1 (en) * | 2009-05-11 | 2009-09-17 | (주)와이즈산전 | Non-excavating type supporter for heavy communication cable |
KR100917398B1 (en) * | 2009-05-11 | 2009-09-17 | (주)와이즈산전 | Non-excavating type supporter for light communication cable |
JP2011140753A (en) * | 2010-01-05 | 2011-07-21 | Kanematsu Nnk Corp | Structure for connecting wooden pile and steel pipe pile together |
JP2011140752A (en) * | 2010-01-05 | 2011-07-21 | Kanematsu Nnk Corp | Implement for connecting wooden piles together |
CN106284308A (en) * | 2016-10-17 | 2017-01-04 | 重庆大学 | A kind of overlength screw stake and construction method thereof |
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