JP5067732B2 - Branch line anchor and its drawing method - Google Patents

Branch line anchor and its drawing method Download PDF

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JP5067732B2
JP5067732B2 JP2007319392A JP2007319392A JP5067732B2 JP 5067732 B2 JP5067732 B2 JP 5067732B2 JP 2007319392 A JP2007319392 A JP 2007319392A JP 2007319392 A JP2007319392 A JP 2007319392A JP 5067732 B2 JP5067732 B2 JP 5067732B2
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anchor
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end portion
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JP2009144324A (en
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良一 柚木
信之 菅沼
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和興テクノ株式会社
株式会社菅沼製作所
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Description

この発明は、電柱、電信柱等に架設された電線、通信線の架設張力を分担し、電柱や電信柱等の傾斜ないし倒壊を防止する支線アンカと、この支線アンカの引抜き方法に関するものである。
The present invention relates to a branch anchor that shares the installation tension of an electric pole, a telegraph pole, and the like, and that prevents the electric pole and the telegraph pole from tilting or collapsing, and a method for extracting the branch anchor. .

小型振動打込機などを使用する打込み式の支線アンカとしては、たとえば、実開平06−79830号公報(特許文献1)がある。
この特許文献1において提案されている支線アンカは、正面形状が矢尻形基板の両側上縁に形成した拡開ガイド縁に、一対の支杆の下端に形成した拡開ガイド部をそれぞれ連結した打込み部材と、2枚の分板の上部を固着し、下部を遊離可能に結合した抵抗板とより構成されるもので、前記抵抗板を前記基板と直角に位置させるとともに、前記支杆に対して摺動可能に嵌装したアンカにおいて、前記支杆の下端に形成した拡開ガイド部を、前記基板に対して、下部を遊動可能に結合せしめた連結板の上端に固着したものである。
As a driving-type branch line anchor using a small vibration driving machine or the like, there is, for example, Japanese Utility Model Publication No. 06-79830 (Patent Document 1).
The branch anchor proposed in this Patent Document 1 is driven by connecting a widening guide edge formed at the lower ends of a pair of struts to a widening guide edge formed at the upper edge of both sides of the arrowhead-shaped substrate. It comprises a member and a resistance plate in which the upper part of the two dividing plates is fixed and the lower part is releasably coupled, and the resistance plate is positioned at a right angle to the substrate, and with respect to the support In the anchor slidably fitted, an expanding guide portion formed at the lower end of the support is fixed to the upper end of a connecting plate having the lower portion movably coupled to the substrate.

この支線アンカにおける打込み部材(アンカ主体とも云う。)は、特許文献1の図2に示されるように、正面形状が矢尻状で、上端中央部に打込み棒(図示略)の下端が係合する凹部が形成されるとともに、前記上端面左右に拡開ガイド縁を対称的に形成した基板と、この基板の上部に連結される支杆とからなるものである。
前記一対の支杆は、その下端に、それぞれ前記基板の拡開ガイド縁の基部に連設される拡開ガイド部が形成されたもので、この拡開ガイド部の下面部を、前記基板に対して、下部を遊動結合した連結板の上端に固着したものである。
As shown in FIG. 2 of Patent Document 1, the driving member (also referred to as the anchor main body) in this branch anchor has a frontal shape with an arrowhead shape, and the lower end of a driving rod (not shown) engages with the center of the upper end. A concave portion is formed, and a substrate is formed with symmetrically widened guide edges on the left and right of the upper end surface, and a support connected to the upper portion of the substrate.
Each of the pair of supports is formed at its lower end with an expansion guide portion connected to the base portion of the expansion guide edge of the substrate, and the lower surface portion of the expansion guide portion is attached to the substrate. On the other hand, the lower part is fixed to the upper end of the connecting plate that is loosely coupled.

一方、前記抵抗板は、特許文献1の図6〜図8に示されるように、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、前記支杆が嵌合し、かつ、基板の拡開ガイド縁に嵌合する凹溝を設けたものによって構成されているものである。
なお、実公昭49−5847号公報、同49−5847号公報、同49−5849号公報、同49−5850号公報、同49−5851号公報などには、同様の形態を有する支線アンカが開示されている。
On the other hand, as shown in FIGS. 6 to 8 of Patent Document 1, the resistance plate is fixed to the upper part of the two dividing plates, and the lower part is detachably temporarily joined, and the support is fitted. And it is comprised by what provided the ditch | groove fitted to the expansion guide edge of a board | substrate.
In addition, Japanese Utility Model Publication Nos. 49-5847, 49-5847, 49-5849, 49-5850, 49-5851 disclose branch anchors having the same form. Has been.

かかる形態の支線アンカは、支線アンカを埋設した地表面に下穴を掘削し、この下穴に小型振動打込機や打込み棒を使用して、基板を所定の深度まで打込んだのち、支杆をガイドとして抵抗板を打込み棒によって打込むものである。
打込まれた抵抗板を構成する分板は、前記支杆下端の拡開ガイド部に至った時点で仮結合が解れ、その後、分板は基板の拡開ガイド部に沿って展開し、所定の位置に埋設されるものである。
しかるのち、前記支杆の上端に、連結部材を介して、電柱を支持する支線の基端部を連結するための支線棒を装着したのち、掘削された下穴を埋め戻すものである。(特許文献1の図1参照)
In this type of branch anchor, a pilot hole is drilled in the ground surface in which the branch anchor is embedded, and a small vibration driving machine or a driving rod is used to drive the substrate to a predetermined depth. The resistance plate is driven with a driving rod using the scissors as a guide.
When the dividing plate constituting the driven resistance plate reaches the expansion guide portion at the lower end of the support, the temporary connection is released, and then the distribution plate is expanded along the expansion guide portion of the substrate, It is buried in the position of.
After that, after attaching a branch line rod for connecting the base end portion of the branch line supporting the utility pole through the connecting member to the upper end of the support rod, the excavated pilot hole is backfilled. (See FIG. 1 of Patent Document 1)

かくして埋設された支線アンカは、たとえば、その取替えに際し、あるいは架空配電線路の廃止などに際して、電柱が撤去された場合などが生じた時は、地中から支線アンカを引抜いて除去する必要がある。
実開平06−79830号公報(実用新案登録請求の範囲、図1〜図8)
The branch anchors thus buried need to be removed by removing the branch anchors from the ground when the utility poles are removed, for example, when they are replaced or when aerial distribution lines are abolished.
Japanese Utility Model Publication No. 06-79830 (Utility Model Registration Request, FIGS. 1 to 8)

この支線アンカの撤去作業は、前記支線棒の先端部が地表面上に顕出しているので、その周辺から支線棒が延びる方向にスコップなどで掘り起こし、支持棒を支杆に保持する連結板を除去したのち、支杆の先端部を上方に引抜くことによって除去することができるものである。   In this branch anchor removal operation, since the tip of the branch bar is exposed on the ground surface, a connecting plate for holding the support bar on the branch by digging up with a scoop or the like in the direction in which the branch bar extends from the periphery. After removal, the tip of the support can be removed by pulling upward.

しかしながら、この支線アンカは、前記支杆の先端部に連結された基板の上縁部に沿って抵抗板が拡開状態で装着されているため、引抜きに際し、前記抵抗板の抵抗力が大きく作用し、簡単には引抜くことができないので、クレーンなど強力な機械を使用する必要がある。   However, since the resistance plate is mounted in an expanded state along the upper edge portion of the substrate connected to the tip end portion of the support rod, the branch line anchor is greatly affected by the resistance force of the resistance plate at the time of drawing. However, since it cannot be pulled out easily, it is necessary to use a powerful machine such as a crane.

また、クレーンなどの機械力を使用できない場所では、作業者が基板の埋設位置まで掘削し、抵抗板を支杆に沿って上方に移動させ、支杆から離脱させたのち、基板や支杆からなるアンカ主体を除去する必要があるので、除去作業はきわめて大変なものとなる。   Also, in places where mechanical force such as cranes cannot be used, the operator drills to the position where the board is buried, moves the resistance plate upward along the support, and then removes it from the support. Since it is necessary to remove the anchor main body, the removal work becomes extremely difficult.

この発明はかかる現状に鑑み、打込まれた支線アンカを引抜いて除去するための掘削を必要とせず、引抜きに際して、抵抗板に掛かる大きな負荷を解消させたのち、抵抗板とこの抵抗板に連結するアンカ主体とを分解することなく、同時に地中から除去することのできる支線アンカと、当該支線アンカの引抜き方法を提供せんとするものである。
In view of the present situation, the present invention does not require excavation for extracting and removing the driven anchor anchor, and after removing the large load applied to the resistance plate at the time of extraction, the resistance plate and the resistance plate are connected to each other. It is intended to provide a branch anchor that can be removed from the ground at the same time without disassembling the anchor main body, and a method for extracting the branch anchor.

前記目的を達成するため、この発明の請求項1に記載の支線アンカは、
正面形状が矢尻状の基板と、前記基板に上部に一体的に連結される一対の支杆と、前記一対の支杆の上部に装着され、かつ一対の支杆同士を相互に連結する支線連結部材とからなるアンカ主体と、
先端部が山型で、中央部に前記支杆の一方を挿通させるための膨出部が形成された二枚の板状体を、上端部以外の板面を遊離可能に仮結合させるとともに、前記上縁中央部に、打込部材と係合する係合突部が形成された抵抗板と、
基端部が前記抵抗板の上端部に回動自在に連結され、先端部にフック部を形成した棒状体からなる引抜き部材とからなること
を特徴とするものである。
In order to achieve the above object, a branch anchor according to claim 1 of the present invention is provided.
A front-side substrate having an arrowhead shape, a pair of supports integrally connected to the upper portion of the substrate, and a branch connection connected to the upper portions of the pair of supports and connecting the pair of supports to each other An anchor body composed of members ,
The tip part is a mountain shape, and two plate-like bodies in which a bulging part for inserting one of the support rods is inserted in the center part are temporarily joined so that the plate surface other than the upper end part can be freely separated. A resistance plate in which an engagement protrusion that engages with the driving member is formed at the center of the upper edge ,
A base end portion is rotatably connected to an upper end portion of the resistance plate, and is composed of a pull-out member made of a rod-like body having a hook portion formed at the tip end portion .

この発明の請求項2に記載の発明は、
正面形状が矢尻状の基板と、前記基板に上部に一体的に連結される一対の支杆と、前記一対の支杆の上部に装着され、かつ一対の支杆同士を相互に連結する支線連結部材とからなるアンカ主体と、
先端部が山型で、中央部に前記支杆の一方を挿通させるための膨出部が形成された二枚の板状体を、上端部以外の板面を遊離可能に仮結合させるとともに、前記上縁中央部に、打込部材と係合する係合突部が形成された抵抗板と、
基端部が前記抵抗板の上端部に回動自在に連結され、先端部にフック部を形成した棒状体からなる引抜き部材とからなる支線アンカを地中から引抜く方法であって、
前記引抜き部材を上方に持ち上げることによって、前記アンカ主体と抵抗板および前記支線を支杆に連結するための支線連結部材を分離させることなく、同時に引抜くこと
を特徴とする支線アンカの引抜き方法である。
The invention according to claim 2 of the present invention is
A front-side substrate having an arrowhead shape, a pair of supports integrally connected to the upper portion of the substrate, and a branch connection connected to the upper portions of the pair of supports and connecting the pair of supports to each other An anchor body composed of members ,
The tip part is a mountain shape, and two plate-like bodies in which a bulging part for inserting one of the support rods is inserted in the center part are temporarily joined so that the plate surface other than the upper end part can be freely separated. A resistance plate in which an engagement protrusion that engages with the driving member is formed at the center of the upper edge ,
The base end portion is rotatably connected to the upper end portion of the resistance plate, and is a method of pulling out a branch anchor formed of a rod-like member formed of a rod-like body having a hook portion at the tip end portion from the ground,
A branch anchor that is pulled out at the same time without separating the anchor main body, the resistance plate, and the branch connecting member for connecting the branch to the support by lifting the pulling member upward. This is a drawing method.

この発明の支線アンカは、下端部に地中に打込む際に推進機能を奏する基板が連結されるとともに、上端部に電柱を支持する支線を連結する支杆からなるアンカ主体と、前記基板に形成された拡開ガイド縁に沿って拡開・縮閉する抵抗板からなる支線アンカの、前記抵抗板に、上端部が地表面から突出する引抜き部材の下端部が連結されているので、支線アンカが地中に埋設された場合には、前記引抜き部材の上端部が常に地表面に顕出した状態を保持している。
したがって、電柱の撤去などの事情で支線アンカを地中から除去する場合、従前のように埋設部位の掘削を行なうことなく、顕出する引抜き部材の上端部を、適宜手段で確保したのち、クレーンなどの機械力を使用して上方に持ち上げるだけで、容易に支線アンカを地中から除去することができるものである。
Branch anchor of the present invention is connected is a substrate to achieve the forwarding function when implanting into the ground to the lower end Rutotomoni, and the anchor main body consisting支杆connecting the branch supporting the utility pole on the upper end portion, to the substrate Since the lower end portion of the drawing member whose upper end protrudes from the ground surface is connected to the resistance plate of the branch anchor made of the resistance plate that expands and contracts along the formed expansion guide edge, the branch line When the anchor is buried in the ground, the upper end portion of the extraction member is always kept on the ground surface.
Therefore, when removing branch anchors from the ground due to reasons such as removal of utility poles, the upper end portion of the extraction member that is exposed is secured by appropriate means without excavating the buried part as before, and then the crane The branch anchor can be easily removed from the ground simply by lifting it upward using a mechanical force such as.

この発明支線アンカの引抜き方法は、支線アンカを引抜くための引抜き部材が、地中での抵抗力を保持するため、地中で拡開状態を保持する抵抗板の上端部に連結されているので、引抜き部材を上方に引上げると、前記アンカ主体と抵抗板および前記支線を支杆に連結するための支線連結部材を分離させることなく、同時に引抜くことができ、かつ拡開状態の抵抗板が上方に引上げられるにしたがって縮閉するため、大きな抵抗を受けることなく、簡単かつ容易に引抜き、除去することができる。
In the method for pulling out the branch anchor according to the present invention , the pull-out member for pulling out the branch anchor is connected to the upper end of the resistance plate that holds the expanded state in the ground in order to maintain the resistance in the ground. Therefore, when the pulling member is pulled upward, the anchor main body, the resistance plate, and the branch line connecting member for connecting the branch line to the branch can be separated at the same time, and in the expanded state. Since the resistance plate contracts as it is pulled upward, it can be easily and easily pulled out and removed without receiving a large resistance.

以下、この発明にかかる支線アンカと、この支線アンカの引抜き方法を、添付の図面に基づいて具体的に説明する。   Hereinafter, the branch anchor according to the present invention and a method of extracting the branch anchor will be described in detail with reference to the accompanying drawings.

図1は、この発明にかかる支線アンカの一例を示す正面図、図2は同側面図、図3は支線アンカを構成するアンカ主体の一例を示す正面図、図4は同支線連結部材の一例を示す説明図で、(A)は正面図、(B)は側面図である。
図5は抵抗板の一例を示す説明図で、(A)は正面図、(B)は側面図、(C)は平面図、図6は引抜き部材と抵抗板との関係を示す要部の拡大図で、(A)は正面図、(B)は側面図である。
1 is a front view showing an example of a branch anchor according to the present invention, FIG. 2 is a side view thereof, FIG. 3 is a front view showing an example of an anchor main body constituting the branch anchor, and FIG. 4 is an example of the branch connecting member. (A) is a front view, (B) is a side view.
5A and 5B are explanatory views showing an example of a resistance plate, where FIG. 5A is a front view, FIG. 5B is a side view, FIG. 6C is a plan view, and FIG. 6 is a main portion showing the relationship between the drawing member and the resistance plate. It is an enlarged view, (A) is a front view, (B) is a side view.

この発明の支線アンカ(以下、単に「支線アンカ」とも言う。)1は、基本的には、アンカ主体Aと、抵抗板Bおよび引抜き部材Cによって構成されるものである。   The branch anchor (hereinafter also simply referred to as “branch anchor”) 1 of the present invention is basically composed of an anchor main body A, a resistance plate B, and a drawing member C.

前記アンカ主体Aは、図3に示すように、鋼製の基板2と、この基板2の上部に連結される鋼製の2本の支杆3,3と、この支杆3,3の上部に装着される支線連結部材5とからなるものである。
前記基板2は、正面形状が矢尻状で、上端面左右に拡開ガイド縁2a,2aが対称的に形成されるとともに、上端中央部に基板2を地盤に打設埋入するガイドパイプ(図示略)の下端を係合する凹部2bが形成されている。
As shown in FIG. 3, the anchor main body A includes a steel substrate 2, two steel supports 3 and 3 connected to the upper portion of the substrate 2, and upper portions of the supports 3 and 3. It consists of the branch line connection member 5 with which it is mounted | worn.
The substrate 2 is shaped like an arrowhead, and spread guide edges 2a and 2a are formed symmetrically on the left and right of the upper end surface, and a guide pipe (illustrated) for placing the substrate 2 in the ground at the center of the upper end. A recess 2b is formed to engage the lower end of (substantially).

前記各支杆3,3は、所要の長さ(埋め込み深度によって異なる。)の鋼製の棒状体からなるもので、上端部の外側には、支杆3と同径の切断片をそれぞれ溶着してなる係合部3aが形成されるとともに、その下端には、前記基板2の拡開ガイド縁2aの基部に連設される拡開ガイド部3bが形成されている。
なお、この拡開ガイド部3bの下面部は、前記基板2に対して、下部を遊動結合した連結板4の上端に固着され、基板2と一体化させるものである。
Each of the supports 3 and 3 is made of a steel rod-like body having a required length (depending on the embedding depth), and a cut piece having the same diameter as that of the support 3 is welded to the outside of the upper end portion. An engaging portion 3a is formed, and an expansion guide portion 3b connected to the base of the expansion guide edge 2a of the substrate 2 is formed at the lower end thereof.
The lower surface portion of the spreading guide portion 3b is fixed to the upper end of the connecting plate 4 in which the lower portion is loosely coupled to the substrate 2, and is integrated with the substrate 2.

前記連結板4は、前記特許文献1に示されているので、その詳細は図示しないが、一枚の鋼板をU字形に二つ折り構造としたものであって、基板2を挟むように構成されているものである。
この連結板4は、前記支杆3の長手軸線方向に沿った垂直姿勢状態で、基板2に回動可能に軸支されるものである。
Since the connecting plate 4 is disclosed in Patent Document 1, the details thereof are not shown, but a single steel plate is formed in a U-shape and is folded in two so as to sandwich the substrate 2. It is what.
The connecting plate 4 is pivotally supported on the substrate 2 in a vertical posture along the longitudinal axis direction of the support 3.

さらに、前記支杆3,3の上端部には支線連結部材5が、支杆3,3に対して係脱自在に装着される。
この支線連結部材5は、図4で明らかなように、所要の間隔を存して左右に配置されて2本の支杆3,3を一体的に連結させるもので、基板5aの表面中央部に、上端部に支線(図示せず)を連結するためのリング状の連結具5cを有する支線杆5bの下端部を、一体的に固着したものである。
Further , a branch line connecting member 5 is detachably attached to the upper and lower ends of the supports 3 and 3 with respect to the supports 3 and 3.
As is apparent from FIG. 4, the branch line connecting member 5 is arranged on the left and right sides with a predetermined interval to integrally connect the two supports 3 and 3, and the central portion of the surface of the substrate 5a. In addition, a lower end portion of a branch rod 5b having a ring-shaped connector 5c for connecting a branch line (not shown) to the upper end portion is integrally fixed.

前記基板5aは、左右端部にそれぞれ基板5aと対向させて、前記支杆3の上端部に付設した係合部3aと係合する切欠き5dが形成された側面板5e,5eが一体的に付設されるとともに、基板5の裏面中央部には、前記支杆3の外周部と当接するよう一対の抑え金具5f,5fを一体的に付設したものである。   The substrate 5a is integrally formed with side plates 5e and 5e formed with notches 5d engaged with the engaging portions 3a attached to the upper end of the support 3 so as to face the substrates 5a at the left and right ends, respectively. In addition, a pair of holding metal fittings 5f and 5f are integrally attached to the center of the back surface of the substrate 5 so as to come into contact with the outer peripheral portion of the support 3.

前記抑え金具5f,5fは、前記切欠き5d,5d内に支杆3の上端部に付設した係合部3a,3aをそれぞれ係合させたのち、矢印方向に直角に折曲げることによって、支杆3および係合部3aの上端面と当接保持させ、もって前記支線杆5bの下降を防止するためのものである。(図2参照)   The holding metal fittings 5f and 5f are engaged with engaging portions 3a and 3a provided on the upper end of the support rod 3 in the notches 5d and 5d, respectively, and then bent at a right angle in the direction of the arrow. This is for abutting and holding the flange 3 and the upper end surface of the engaging portion 3a, thereby preventing the branch rod 5b from descending. (See Figure 2)

なお、支杆3,3に対する支線連結部材5は、図示のものに特定されず、電柱を支持する支線をアンカ主体に連結することのできる構造であればよい。
したがって、支線連結部材5の構成が変われば、当然支杆3,3への連結手段も異なるので、各支杆3の上端部の形状も変化するものである。
In addition, the branch line connection member 5 with respect to the support rods 3 and 3 is not specified to the thing shown in figure, What is necessary is just a structure which can connect the branch line which supports a utility pole to an anchor main body.
Therefore, if the structure of the branch line connecting member 5 is changed, the connecting means to the supports 3 and 3 are naturally different, and the shape of the upper end portion of each branch 3 is also changed.

前記抵抗板Bは、前記基板2と直交するように配置したのち、前記支杆3,3に沿って下降させ、最終的には、基板2の上縁に形成された拡開ガイド部2a,2aに沿って拡開させて、アンカ主体1の抜き方向負荷に対する抵抗力を奏するものである。   The resistance plate B is arranged so as to be orthogonal to the substrate 2 and then lowered along the supports 3 and 3, and finally the spreading guide portions 2 a and 2 b formed on the upper edge of the substrate 2. It expands along 2a, and there exists a resistance with respect to the drawing direction load of the anchor main body 1.

この抵抗板Bは、図5に示されるように、先端部をほぼ山型形状に形成するとともに、中央部に一方の支杆3を挿通させるための膨出部6bを外側に向けて形成した2枚の板状体6a,6aの上縁部を、その下部が遊離可能な状態にして、一体的に結合させたものである。
なお、この抵抗板Bの上縁部中央には、抵抗板Bを打ち込むためのガイドパイプなどの工具を係合させるための係合部6cが一体的に付設されたものである。
As shown in FIG. 5, the resistance plate B is formed so that the tip portion is substantially in a mountain shape, and the bulging portion 6 b for inserting one support rod 3 in the center portion is formed outward. The upper edge portions of the two plate-like bodies 6a, 6a are integrally coupled with their lower portions being detachable.
An engagement portion 6c for engaging a tool such as a guide pipe for driving the resistance plate B is integrally provided at the center of the upper edge portion of the resistance plate B.

以上述べた支線アンカ1は、実施の一例を示すにすぎないもので、上端部に支線が連結される支杆と、この支杆の下端部が連結される基板からなるアンカ主体と、前記支杆を介してアンカ主体に取付けられ、アンカ主体の抜き方向負荷に対する抵抗力を奏する抵抗板とからなる支線アンカであれば、その構成に特段の限定はないものである。   The above-described branch anchor 1 is merely an example of implementation, and includes an anchor main body composed of a support to which a branch line is connected to the upper end, a substrate to which the lower end of the support is connected, and the support. The structure is not particularly limited as long as it is a branch anchor that is attached to the anchor main body via a rod and is composed of a resistance plate that exhibits resistance to the anchor main body in the pulling direction load.

一方、この発明の支線アンカ1を構成する引抜き部材Cは、図6で明らかなように、所要の太さと長さとを有する鋼製の棒状体7からなるものであって、上端部がU字状に折り曲げられてフック部7aが形成されるとともに、下端部はほぼ直角に折り曲げられて係合部7bが形成されたものである。   On the other hand, the drawing member C constituting the branch anchor 1 of the present invention is made of a steel rod-like body 7 having a required thickness and length as shown in FIG. The hook portion 7a is formed by being bent into a shape, and the engaging portion 7b is formed by bending the lower end portion at a substantially right angle.

かかる形状の引抜き部材Cは、前記抵抗板Bの上端部に一体的に付設された係合部6cの一部に形成された透孔6d内に貫通させ、反対側に突出した係合部7bを溶着などの手段によって、抵抗板Bに一体的に連結固着させたものである。
なお、抵抗板Bへの引抜き部材Cの連結手段は、固着に限定されるものではなく、ナットを利用して回動自在に装着させてもよい。
The drawing member C having such a shape penetrates through a through hole 6d formed in a part of the engaging portion 6c integrally attached to the upper end portion of the resistance plate B, and the engaging portion 7b protrudes to the opposite side. Is integrally connected and fixed to the resistance plate B by means such as welding.
In addition, the connection means of the drawing member C to the resistance plate B is not limited to fixation, and may be rotatably mounted using a nut.

上記構成からなる支線アンカ1は、地盤の所定部位に浅く形成された下穴に、小型振動打込機(図示せず)やガイドパイプなどを利用して所定の深度まで基板2を打込んだのち、抵抗板Bに形成された膨出部6b,6bに支杆3,3を、前記基板2と板状体6a,6aとが直交する状態で挿入し、この支杆3,3をガイドとして抵抗板Bをガイドパイプによって打込む。   The branch anchor 1 having the above-described structure has the substrate 2 driven to a predetermined depth using a small vibration driving machine (not shown) or a guide pipe in a prepared hole shallowly formed in a predetermined portion of the ground. After that, the supports 3 and 3 are inserted into the bulging portions 6b and 6b formed on the resistance plate B in a state where the substrate 2 and the plate-like bodies 6a and 6a are orthogonal to each other, and the supports 3 and 3 are guided. The resistance plate B is driven by a guide pipe.

前記支杆3,3に沿って下降した抵抗板Bの板状体6a,6aは、支杆3の拡開ガイド部3bに至った時点で仮係合が解れ、その後、板状体6a,6aは基板2の拡開ガイド部2aに沿ってそれぞれ展開せしめられ、図1に示すような状態となる。
その際、支線連結部材Cの支線杆5bの上端部と、抵抗板Bの上端部に形成された係合部6cに下端部が連結された引抜き部材Cの上端部は、地表面GLから所要長さが突出した状態にある。(図1参照)
The plate-like bodies 6a, 6a of the resistance plate B lowered along the supports 3, 3 are temporarily disengaged when reaching the expansion guide portion 3b of the support 3, and thereafter, the plate-like bodies 6a, 6a, 6a is unfolded along the expansion guide portion 2a of the substrate 2 to be in a state as shown in FIG.
At that time, the upper end portion of the branch line connecting member C and the upper end portion of the drawing member C whose lower end portion is connected to the engaging portion 6c formed on the upper end portion of the resistance plate B are required from the ground surface GL. The length is in a protruding state. (See Figure 1)

地盤への支線アンカ1の打込みが終わると、前記支杆3,3の上端部に支線連結部材5を装着し、抑え金具5f,5fを直角に折曲げ、その内面を支杆3および係合部3aの上端面に当接させたのち、下穴に土を埋め戻して打込み作業は完了する。   When driving of the branch anchor 1 to the ground is finished, the branch connecting member 5 is attached to the upper ends of the supports 3 and 3, the holding metal fittings 5f and 5f are bent at right angles, and the inner surface thereof is engaged with the support 3 and After making contact with the upper end surface of the portion 3a, the earth is backfilled in the prepared hole and the driving operation is completed.

しかるのち、支線杆5bの先端部に設けられた連結具5cに支線を適宜手段で連結されたのち、前記連結具5cと地表面GLとの間に、支線杆5bおよび引抜き部材Cを覆ってカバー部材(図示せず)を装着すれば全ての作業が完了する。
なお、支線アンカ1の敷設作業の手順は、上記手段にのみ限定されるものではない。
After that, after connecting the branch line to the connector 5c provided at the tip of the branch line rod 5b by an appropriate means, the branch wire rod 5b and the drawing member C are covered between the connector 5c and the ground surface GL. If a cover member (not shown) is attached, all operations are completed.
The procedure for laying the branch anchor 1 is not limited to the above means.

かくして埋設された支線アンカ1を地中から撤去するには、支線杆5bおよび引抜き部材Cを覆っているカバー部材を除去し、前記連結具5cと支線の連結を解いたのち、例えば、クレーンに搭載されているウインチの先端部を棒状体7の先端部に形成したフック部7aに係合させ、上方に持ち上げて支線アンカ1を地中から引抜くものである。   In order to remove the branch anchor 1 thus buried from the ground, the cover member covering the branch rod 5b and the drawing member C is removed, and after the connection between the connector 5c and the branch line is released, for example, in a crane The tip of the mounted winch is engaged with a hook portion 7a formed at the tip of the rod-like body 7 and lifted upward to pull out the branch anchor 1 from the ground.

前記引抜きに際し、引抜き部材Cの下端部が、抵抗板Bの上端部に固着されている係合部6cに連結されているので、クレーンによる引抜き部材Cの上方への持ち上げが開始されると、引抜き部材Cと連結する抵抗板Bは、支杆3,3に沿って上方に移動する。
したがって、基板2の拡開ガイド縁2aに沿って拡開していた板状体6a,6aの下端部は、抵抗板Bが上方に持ち上げられるにしたがって縮閉するので、抵抗板Bによる抜き方向負荷に対する抵抗力は次第に減少し、引抜きに生じる抵抗が大幅に消失し、スムーズに引抜き作業を実施することができる。
At the time of the extraction, since the lower end portion of the extraction member C is connected to the engagement portion 6c fixed to the upper end portion of the resistance plate B, when the lifting of the extraction member C by the crane is started, The resistance plate B connected to the drawing member C moves upward along the supports 3 and 3.
Therefore, the lower end portions of the plate-like bodies 6a and 6a that have spread along the spread guide edge 2a of the substrate 2 are contracted as the resistance plate B is lifted upward. The resistance force against the load is gradually reduced, the resistance generated in the drawing is largely lost, and the drawing operation can be carried out smoothly.

前記引抜き作業にともなって、支杆3,3に沿って上昇する抵抗板Bの上端部が、支線連結金具5の下端部に当接すると、支杆3,3と支線連結金具5とは抑え金具5f,5fで一体化されているので、前記引抜き部材Cをさらに上方に持ち上げると、支杆3,3と連結する基板2も一緒に上方に引抜かれ、地中から支線アンカ1を除去することができるものである。   When the upper end portion of the resistance plate B that rises along the support rods 3 and 3 comes into contact with the lower end portion of the branch wire connecting bracket 5 along with the drawing operation, the support rods 3 and 3 and the branch wire connecting bracket 5 are suppressed. Since the metal members 5f and 5f are integrated, when the pull-out member C is further lifted upward, the substrate 2 connected to the support rods 3 and 3 is also pulled upward, and the branch anchor 1 is removed from the ground. It is something that can be done.

この発明にかかる支線アンカ1は、上端部を地表面に顕出させる引抜き部材Cの基端部を、抜き方向負荷に対する抵抗を増大させるための抵抗板Bの上端部に連結し、引抜き部材Cを上方に引抜いた場合、アンカ主体Aを構成する基板2の拡開ガイド縁2a,2aに沿って拡開していた抵抗板Bの各板状体6a,6aの下端部を縮閉させることができるので、抵抗板Bによる引抜き方向への抵抗を大幅に消失させる。   The branch anchor 1 according to the present invention connects the base end portion of the drawing member C that exposes the upper end portion to the ground surface to the upper end portion of the resistance plate B for increasing the resistance against the load in the drawing direction. Is pulled upward, the lower ends of the respective plate-like bodies 6a, 6a of the resistance plate B that have spread along the spread guide edges 2a, 2a of the substrate 2 constituting the anchor main body A are contracted. Therefore, the resistance in the drawing direction by the resistance plate B is largely eliminated.

さらに、引抜きに際し、従前のように支杆と連結する支線連結部材や抵抗板を、アンカ主体と分離させる必要がなく、支線アンカ自体を一回の作業で引抜くことができ、引抜き作業を簡単かつ容易に、しかも能率よく短時間で実施することができる。
Furthermore , when pulling out, there is no need to separate the branch line connecting member and resistance plate, which are connected to the support bar, from the anchor main body as before, and the branch line anchor itself can be pulled out in a single operation, making it easy to pull out. Moreover, it can be carried out easily, efficiently and in a short time.

この発明にかかる支線アンカの一例を示す正面図である。It is a front view which shows an example of the branch line anchor concerning this invention. 同側面図である。It is the same side view. 支線アンカを構成するアンカ主体の一例を示す正面図である。It is a front view which shows an example of the anchor main body which comprises a branch line anchor. 同支線連結部材の一例を示す説明図で、(A)は正面図、(B)は側面図である。It is explanatory drawing which shows an example of the branch line connection member, (A) is a front view, (B) is a side view. 抵抗板の一例を示す説明図で、(A)は正面図、(B)は側面図、(C)は平面図である。It is explanatory drawing which shows an example of a resistance board, (A) is a front view, (B) is a side view, (C) is a top view. 引抜き部材と抵抗板との関係を示す要部の拡大図で、(A)は正面図、(B)は側面図である。It is an enlarged view of the principal part which shows the relationship between a drawing member and a resistance board, (A) is a front view, (B) is a side view.

1 支線アンカ
2 基板
2a 拡開ガイド縁
3 支杆
4 連結板
5 支線連結部材
5b 支線杆
5f 抑え金具
6a 板状体
6b 膨出部
6c 係合部
7 棒状体
7a 棒状体のフック部
7b 棒状体の係合部
A アンカ主体
B 抵抗板
C 引抜き部材
DESCRIPTION OF SYMBOLS 1 Branch line anchor 2 Board | substrate 2a Expansion guide edge 3 Branch 4 Connection plate 5 Branch connection member 5b Branch line 5f Holding metal 6a Plate body 6b Expansion part 6c Engagement part 7 Rod body 7a Rod body hook part 7b Rod body Engagement part A Anchor main B Resistance plate C Pull-out member

Claims (2)

正面形状が矢尻状の基板と、前記基板に上部に一体的に連結される一対の支杆と、前記一対の支杆の上部に装着され、かつ一対の支杆同士を相互に連結する支線連結部材とからなるアンカ主体と、
先端部が山型で、中央部に前記支杆の一方を挿通させるための膨出部が形成された二枚の板状体を、上端部以外の板面を遊離可能に仮結合させるとともに、前記上縁中央部に、打込部材と係合する係合突部が形成された抵抗板と、
基端部が前記抵抗板の上端部に回動自在に連結され、先端部にフック部を形成した棒状体からなる引抜き部材とからなること
を特徴とする支線アンカ。
A front-side substrate having an arrowhead shape, a pair of supports integrally connected to the upper portion of the substrate, and a branch connection connected to the upper portions of the pair of supports and connecting the pair of supports to each other An anchor body composed of members ,
The tip part is a mountain shape, and two plate-like bodies in which a bulging part for inserting one of the support rods is inserted in the center part are temporarily joined so that the plate surface other than the upper end part can be freely separated. A resistance plate in which an engagement protrusion that engages with the driving member is formed at the center of the upper edge ,
A branch anchor comprising a pull-out member made of a rod-like body having a base end portion rotatably connected to an upper end portion of the resistance plate and having a hook portion formed at a tip end portion .
正面形状が矢尻状の基板と、前記基板に上部に一体的に連結される一対の支杆と、前記一対の支杆の上部に装着され、かつ一対の支杆同士を相互に連結する支線連結部材とからなるアンカ主体と、
先端部が山型で、中央部に前記支杆の一方を挿通させるための膨出部が形成された二枚の板状体を、上端部以外の板面を遊離可能に仮結合させるとともに、前記上縁中央部に、打込部材と係合する係合突部が形成された抵抗板と、
基端部が前記抵抗板の上端部に回動自在に連結され、先端部にフック部を形成した棒状体からなる引抜き部材とからなる支線アンカを地中から引抜く方法であって、
前記引抜き部材を上方に持ち上げることによって、前記アンカ主体と抵抗板および前記支線を支杆に連結するための支線連結部材を分離させることなく、同時に引抜くこと
を特徴とする支線アンカの引抜き方法。
A front-side substrate having an arrowhead shape, a pair of supports integrally connected to the upper portion of the substrate, and a branch connection connected to the upper portions of the pair of supports and connecting the pair of supports to each other An anchor body composed of members ,
The tip part is a mountain shape, and two plate-like bodies in which a bulging part for inserting one of the support rods is inserted in the center part are temporarily joined so that the plate surface other than the upper end part can be freely separated. A resistance plate in which an engagement protrusion that engages with the driving member is formed at the center of the upper edge ,
The base end portion is rotatably connected to the upper end portion of the resistance plate, and is a method of pulling out a branch anchor formed of a rod-like member formed of a rod-like body having a hook portion at the tip end portion from the ground,
A branch anchor that is pulled out at the same time without separating the anchor main body, the resistance plate, and the branch connecting member for connecting the branch to the support by lifting the pulling member upward. Drawing method.
JP2007319392A 2007-12-11 2007-12-11 Branch line anchor and its drawing method Active JP5067732B2 (en)

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JPS51128107A (en) * 1975-04-30 1976-11-08 Soujirou Nakamura Driving anchor for work
JPS5161116A (en) * 1975-09-29 1976-05-27 Wako Sangyo Kk ANKAANOMAISETSUHOHO
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