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JP4255076B2 - Difference anchor - Google Patents
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JP4255076B2 - Difference anchor - Google Patents

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JP4255076B2
JP4255076B2 JP2004178527A JP2004178527A JP4255076B2 JP 4255076 B2 JP4255076 B2 JP 4255076B2 JP 2004178527 A JP2004178527 A JP 2004178527A JP 2004178527 A JP2004178527 A JP 2004178527A JP 4255076 B2 JP4255076 B2 JP 4255076B2
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differential
wedge
locking piece
anchor
differential bar
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JP2006002396A (en
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光輝 中家
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株式会社岸
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Description

本発明は、擁壁や間仕切り壁等を構築する際に用いる差筋アンカに関するものである。   The present invention relates to a differential anchor used when constructing a retaining wall or a partition wall.

従来、擁壁や間仕切り壁等を構築する際は、ドリルでコンクリート躯体に下孔を開けておき、この下孔に差筋アンカを差し込んでハンマで差筋アンカを叩打することにより、差筋の先端に取り付けられているアンカスリーブに装着しておいたコッターピンがアンカスリーブ内に強制的に打込まれ、この打込みによってアンカスリーブの下部が強制的に拡開されて下孔の内周面に食い込んで差筋アンカをコンクリート躯体と一体化させている。しかしながら、差筋の先端にアンカスリーブを取り付けているため、コンクリート躯体にアンカスリーブが介入できる大きな下孔を穿設しなければならず、この下孔穿設に時間がかかるうえにコスト高となり、また、大きな下孔を穿設するとコンクリート躯体の強度低下をもたらすおそれもあった。   Conventionally, when constructing retaining walls, partition walls, etc., drill a pilot hole in a concrete frame with a drill, insert a differential anchor into this pilot hole, and hit the differential anchor with a hammer, The cotter pin attached to the anchor sleeve attached to the tip is forcibly driven into the anchor sleeve, and the lower part of the anchor sleeve is forcibly expanded by this driving and bites into the inner peripheral surface of the pilot hole. The difference anchor is integrated with the concrete frame. However, since the anchor sleeve is attached to the tip of the differential bar, it is necessary to drill a large pilot hole through which the anchor sleeve can intervene in the concrete frame. Moreover, if a large pilot hole is drilled, the strength of the concrete frame may be reduced.

そこで、差筋の先端に複数の割溝を形成した中空のプラグ挿入部を設けてこのプラグ挿入部をプラグの挿入で拡開させて差筋を下孔に固定するものとすることにより、穿孔径を差筋外径と略同じとして前記のような問題を解決しようとしたものが提案されている(例えば、特許文献1)。しかし、中空のプラグ挿入部の加工成形は、金型を必要とするため加工コストが高くつき、製品価格が高くなるという問題があった。   Therefore, by providing a hollow plug insertion part having a plurality of split grooves formed at the tip of the differential bar, and expanding the plug insertion part by inserting the plug, the differential bar is fixed to the lower hole. There has been proposed one that attempts to solve the above-mentioned problem by setting the hole diameter to be substantially the same as the difference bar outer diameter (for example, Patent Document 1). However, the processing and molding of the hollow plug insertion portion has a problem that a processing cost is high because a mold is required, and a product price is increased.

また、下孔をできる限り小さくするため差筋の下端を一つの割溝で分割するとともに、この割溝に嵌入される楔部を有する第1コッターピンと、第1コッターピンに嵌入される楔溝を有する第2コッターピンを設けたものも提案されているが(例えば、特許文献2)、差筋の下端に形成した一つの割溝に前記した第1コッターピンを打込んだだけでは、差筋に上方に向かう抜出し力が作用し易くて第1コッターピンが抜け出す恐れがあり、これを防ぐためには第1コッターに第2コッターピンを打込んで差筋を湾曲させて各コッターピンを抱持させる必要があって作業工数が増え、作業時間が長くなるうえに部品数が増し製品価格が高くなるという問題があった。
特開平8−91857号公報 実開平6−87432号公報
Further, in order to make the pilot hole as small as possible, the lower end of the differential bar is divided into one split groove, and a first cotter pin having a wedge portion inserted into the split groove and a wedge groove inserted into the first cotter pin are provided. Although the thing which provided the 2nd cotter pin which has is also proposed (for example, patent documents 2), if the above-mentioned 1st cotter pin is just struck into one split slot formed in the lower end of a difference line, it will be above the difference line. There is a risk that the first cotter pin will be pulled out due to the force of pulling out toward the head, and in order to prevent this, it is necessary to drive the second cotter pin into the first cotter and bend the differential muscle to hold each cotter pin. There are problems that the number of work steps increases, the work time becomes longer, the number of parts increases, and the product price increases.
JP-A-8-91857 Japanese Utility Model Publication No. 6-87432

本発明が解決しようとするところは、前記のような問題点を解決して、施工が容易なうえ下孔に確実に固定でき、しかも、製造が容易で部品数が少なく安価な差筋アンカを提供することにある。   The problem to be solved by the present invention is to solve the above-mentioned problems, and to fix a low-profile anchor that is easy to construct and can be securely fixed to the lower hole, is easy to manufacture, has a small number of parts, and is inexpensive. It is to provide.

前記のような課題を解決した本発明の差筋アンカは、差筋本体の下端から所要長さにわたる部分に縦切込を放射状に設けて各縦切込により区画される3個以上の強制拡開自在な係止片部を形成した差筋と、前記した縦切込に対応させて放射状に張出させた3個以上の縦長翼片部が少なくとも先方部分に形成されている強制拡開用の楔状打込部材とからなり、この楔状打込部材の前記した縦長翼片部は、テーパ状厚肉部の先方に差筋の縦切込の切込幅挿し込まれる薄肉の先端ガイド板部を続かせるとともに、該先端ガイド板部の一部の先端を先細ガイド部としたものであることを特徴とする。なお、このような発明に用いる差筋本体は、多数の節が所要の間隔をおいて配設された異形丸鋼であって、その最下端の節を各係止片部の下部に配置してあることが好ましく、これを請求項2の発明とする。 The differential anchor of the present invention that has solved the above-mentioned problems is provided with three or more forced expansions that are provided by radial cuts in a portion extending from the lower end of the differential bar main body to the required length and partitioned by the vertical cuts. For differential expansion in which an openable locking piece portion is formed, and at least three longitudinal long blade portions that are radially extended corresponding to the above-mentioned vertical cuts are formed at least at the front portion. Each of the above-mentioned vertically long blade pieces of the wedge-shaped driving member is inserted into the front end of the taper-shaped thick-walled portion within the cutting width of the vertical cut of the differential bar. Rutotomoni not follow the guide plate portion, characterized in that obtained by the tapered guide portion to the tip of the part of the front guide plate. The differential bar body used in such an invention is a deformed round steel in which a large number of nodes are arranged at a required interval, and the lowermost node is arranged at the lower part of each locking piece. Preferably, this is the invention of claim 2.

前記したように本発明は、差筋本体の下端から所要長さにわたる部分に縦切込を放射状に設けて各縦切込により区画される3個以上の強制拡開自在な係止片部を形成した差筋と、前記した縦切込に対応させて放射状に張出させた3個以上の縦長翼片部が少なくとも先方部分に形成されている強制拡開用の楔状打込部材とからなるものとしたから、コンクリート躯体に穿孔される下孔は差筋の外径と略等しいものとすることができ、このために穿孔作業の時間を短縮できるうえに安価な小径ドリルを使用できるので、ランニングコストを低減でき、また、下孔を小さくできるのでコンクリート躯体の強度低下をもたらすおそれもない。しかも、放射状の縦切込は回転砥石などにより簡単に形成できるので、生産効率が高いものとなる。さらに、縦切込は放射状としているので、差筋本体の下端が3つ割り以上となって係止片部の下孔への当接面が小さく下孔へ深く食い込むことができ、差筋を下孔に確実に固定することができる。   As described above, the present invention provides three or more forcibly-expandable locking pieces that are provided by radial cuts in a portion extending from the lower end of the differential bar main body to the required length and are partitioned by the vertical cuts. The formed differential streaks, and a wedge-shaped driving member for forced expansion in which at least the three or more vertically long blade pieces radially extending corresponding to the above-described vertical cuts are formed at the front part. Therefore, the pilot hole drilled in the concrete frame can be made approximately the same as the outer diameter of the differential bar, so that the drilling time can be shortened and an inexpensive small-diameter drill can be used. The running cost can be reduced, and since the pilot hole can be made small, there is no possibility that the strength of the concrete frame will be lowered. Moreover, since the radial vertical cut can be easily formed by a rotating grindstone or the like, the production efficiency is high. In addition, since the vertical cut is radial, the lower end of the main body of the difference bar is divided into three or more, the contact surface to the lower hole of the locking piece portion is small, and it can bite deeply into the lower hole. It can be securely fixed to the pilot hole.

次に、本発明の好ましい実施の形態を図1〜4に基づいて詳細に説明する。
図1において、1は差筋である。この差筋1の差筋本体は多数の節1aと該節1aを繋ぐリブ1bを形成した異形丸鋼よりなるものとしている。2は差筋1の下部の所要長さの部分に下面から縦切込3を放射状に切り込むことにより形成される強制拡開自在な係止片部である。この係止片部2は、各図に示されるように、差筋本体の下端から上方に向けて所要長さの縦切込を3〜6個程度設けることにより各縦切込間に形成したものであり、この部分は図4に示されるように、コンクリート躯体20に穿設された下孔21内で強制拡開されて下孔21に食い込むようになっている。また、係止片部2の下部に異形丸鋼の最下端の節1aが配置されるものとすることにより、下孔21に当接する節1aが下孔21に対する滑り止め効果をもたらし固定力が高められるようにしてある。なお、差筋本体は異形丸鋼に限るものではなく普通の丸鋼でもよいことは勿論である。
Next, a preferred embodiment of the present invention will be described in detail with reference to FIGS.
In FIG. 1, 1 is a difference line. The differential bar main body of the differential bar 1 is made of deformed round steel having a large number of nodes 1a and ribs 1b connecting the nodes 1a. Reference numeral 2 denotes a locking piece that can be forcibly expanded and formed by radially cutting the vertical cuts 3 into the part of the required length below the differential bar 1 from the lower surface. As shown in each figure, the locking piece 2 is formed between the vertical cuts by providing about 3 to 6 vertical cuts having a required length from the lower end of the differential bar main body upward. As shown in FIG. 4, this portion is forcibly expanded in the lower hole 21 drilled in the concrete housing 20 and bites into the lower hole 21. Further, the lowermost node 1a of the deformed round steel bar is arranged at the lower part of the locking piece 2 so that the node 1a contacting the lower hole 21 has a non-slip effect on the lower hole 21 and has a fixing force. It is designed to be enhanced. Of course, the differential bar main body is not limited to the deformed round steel but may be an ordinary round steel.

また、図示例における係止片部2は各図に示されるように、下端面より22mmの高さまでクロス状に切り込んでこの放射状の縦切込3により区画される4個の係止片部2を形成したものとしているが、この係止片部2の数は3〜6個とするのが好ましい。その理由は係止片部2の下孔21への接触面積は係止片部2が小さいほど食込み力は強くなるが、6個以上の係止片部2を形成すると係止片部2の強度が不足し、強制拡開する際に係止片部2が下孔21に食い込むことなく曲がってしまい、固定力を発生しない恐れがあるからである。なお、1本の切込溝で2分割した2個の係止片部では下孔21に対して十分な食込み力が発生しにくいから係止片部は3個以上となるように縦切込3を放射状に形成することが必要である。   Further, as shown in each drawing, the locking piece portion 2 in the illustrated example is cut into a cross shape up to a height of 22 mm from the lower end surface, and is divided into four locking piece portions 2 defined by the radial vertical cuts 3. However, the number of the locking piece portions 2 is preferably 3-6. The reason for this is that the contact area of the locking piece 2 with the lower hole 21 increases as the locking piece 2 becomes smaller. However, when six or more locking pieces 2 are formed, the locking piece 2 This is because the strength is insufficient, and the locking piece 2 is bent without biting into the lower hole 21 when forcibly expanding, and there is a possibility that no fixing force is generated. In addition, in the two locking pieces divided into two by one notch groove, it is difficult to generate a sufficient biting force with respect to the lower hole 21, so the vertical cutting is performed so that there are three or more locking pieces. 3 must be formed radially.

一方、4は少なくとも先方部分が前記した縦切込3に対応して放射状に張出された3枚以上の縦長翼片部4aに形成されている強制拡開用の楔状打込部材である。この楔状打込部材4の縦長翼片部4aはテーパ状厚肉部の先方に差筋の縦切込3の切込幅に対応させた薄肉の平板状をした先端ガイド板部5を続かせたものとするとともに、これら先端ガイド板部の一部の先端を図1および図5に示すように先細ガイド部として、的確容易に縦切込3への介入ができるうえに円滑に打ち込みができるようにしてある。そして、この楔状打込部材4は放射状に張出された先端ガイド板部5を放射状の縦切込3に挿し込んで楔状打込部材4を図3に示されるように縦切込3に挟持させて差筋1に仮止めしたうえ、打ち込みを行えばよいので作業性は向上し、また、楔状打込部材4の脱落による不良品の発生を防止できることとなる。なお、テーパ状厚肉部は図示するように楔状打込部材4の基端まで達するようにせずに、基部は丸棒状のまま残すようにしてもよいことは勿論である。 On the other hand, reference numeral 4 denotes a wedge-shaped driving member for forced expansion, which is formed on three or more vertically long blade pieces 4a having at least a tip portion extending radially corresponding to the above-described vertical cuts 3. The longitudinal blade piece 4a of the wedge-shaped driving member 4 has a thin flat plate-shaped tip guide plate portion 5 corresponding to the cut width of the vertical cut 3 of the differential line at the tip of the tapered thick portion. together shall have the tip of the part of these front guide plate as tapered guide portion as shown in FIGS. 1 and 5 can smoothly driving on top which can accurately easily intervention in longitudinal cut 3 It is like that. Then, the wedge-shaped driving member 4 inserts the radially extending tip guide plate portion 5 into the radial vertical cuts 3 so that the wedge-shaped driving members 4 are sandwiched between the vertical cuts 3 as shown in FIG. Thus, it is only necessary to temporarily fix the differential bar 1 and drive it in, so that the workability is improved, and it is possible to prevent the occurrence of defective products due to the wedge-shaped driving member 4 dropping off. It should be noted that the taper-like thick portion does not reach the base end of the wedge-shaped driving member 4 as shown in the figure, and the base portion may be left as a round bar.

なお、図示例の楔状打込部材4は高さを20mmとした横断面が十字状のものとして縦切込3の深さより2mm程低くしたが、これは楔状打込部材4の高さ分だけが確実に打込まれないと係止片部2が規定の拡開量まで拡開されないからで、このようにして所定の固定力が発生するに必要な拡開量が得られるようにするためである。   In the illustrated example, the wedge-shaped driving member 4 has a cross-sectional shape with a height of 20 mm and a cross shape that is about 2 mm lower than the depth of the vertical cutting 3, but this is only the height of the wedge-shaped driving member 4. In order to obtain the amount of expansion necessary for generating a predetermined fixing force in this manner, the locking piece 2 is not expanded to the specified amount of expansion unless the is securely driven. It is.

このように構成されたものは、先ず、間仕切り壁を構築する位置のコンクリート躯体20に差筋1を取り付けるための下孔21をドリルで所定数穿設する。この下孔21の内径は差筋1の外径と略等しいものとする。そして、下孔21が穿設されたら差筋1の下端を係止片部2が下孔21内に配置されるように下孔21に挿入することとなるが、このとき差筋1の放射状の縦切込3には楔状打込部材4を仮止めされた状態としておく。このようにして差筋1の下端を下孔21に挿入したならば、図4に示されるように、ハンマ30で差筋1の上端を叩打すれば、楔状打込部材4の縦長翼片部4aは差筋1の放射状の縦切込3内に打込まれ、さらに叩打を続けると縦長翼片部4aが放射状の縦切込3に打込まれて、係止部片2が図4に示されるように外周方向に拡開されるので、係止片部2の外面に形成されている節1aを介して係止片部2は下孔21の内周面に食い込んで差筋1は下孔21に固定されることとなる。   In the structure as described above, first, a predetermined number of holes 21 for attaching the differential bars 1 to the concrete frame 20 at the position where the partition wall is constructed are drilled. The inner diameter of the lower hole 21 is substantially equal to the outer diameter of the differential bar 1. When the lower hole 21 is drilled, the lower end of the differential bar 1 is inserted into the lower hole 21 so that the locking piece 2 is disposed in the lower hole 21. The wedge-shaped driving member 4 is temporarily fixed to the vertical cut 3. If the lower end of the differential bar 1 is inserted into the lower hole 21 in this way, as shown in FIG. 4, if the upper end of the differential bar 1 is hit with a hammer 30, the vertically long blade portion of the wedge-shaped driving member 4 is used. 4a is driven into the radial vertical cut 3 of the differential bar 1, and when the tap is continued further, the longitudinal wing piece 4a is driven into the radial vertical cut 3 and the locking piece 2 is shown in FIG. As shown in the figure, it is expanded in the outer peripheral direction, so that the locking piece portion 2 bites into the inner peripheral surface of the lower hole 21 via the node 1a formed on the outer surface of the locking piece portion 2, and the differential bar 1 is It will be fixed to the lower hole 21.

このようにして、コンクリート躯体20に所定間隔下に差筋1を立設した後は、この差筋1を支えにして鉄筋を組上げ、次いで、鉄筋の周囲に型枠を作ってコンクリートを打って間仕切壁が構築されることは従来法と変わることはない。   In this way, after the difference bars 1 are erected on the concrete frame 20 at a predetermined interval, the reinforcing bars are assembled with the difference bars 1 as a support, and then a mold is formed around the reinforcing bars to put the concrete. The construction of the partition wall is no different from the conventional method.

本発明の好ましい実施の形態を示す一部切欠斜視図である。It is a partially cutaway perspective view showing a preferred embodiment of the present invention. 本発明の好ましい実施の形態を示す一部切欠正面図である。It is a partially cutaway front view showing a preferred embodiment of the present invention. 楔状打込部材を差筋に仮止めした状態を示す一部切欠正面図である。It is a partially notched front view which shows the state which temporarily fixed the wedge-shaped driving member to the difference line. 本発明の好ましい実施の形態における使用状態を示す一部切欠正面図である。It is a partially notched front view which shows the use condition in preferable embodiment of this invention. 先端部分の形状が異なる楔状打込部材の他の実施の形態を示す斜視図である。 Ru perspective view showing another embodiment of the different wedge hammering member shape of the tip portion.

符号の説明Explanation of symbols

1 差筋
1a 節
2 係止片部
3 放射状の縦切込
4 楔状打込部材
4a 縦長翼片部
5 先端ガイド板部
5a 先細ガイド部
1 Difference
1a Section 2 Locking piece 3 Radial vertical cut 4 Wedge-shaped driving member
4a Long blade part 5 Tip guide plate
5a Tapered guide part

Claims (2)

差筋本体の下端から所要長さにわたる部分に縦切込を放射状に設けて各縦切込により区画される3個以上の強制拡開自在な係止片部を形成した差筋と、前記した縦切込に対応させて放射状に張出させた3個以上の縦長翼片部が少なくとも先方部分に形成されている強制拡開用の楔状打込部材とからなり、この楔状打込部材の前記した縦長翼片部は、テーパ状厚肉部の先方に差筋の縦切込の切込幅挿し込まれる薄肉の先端ガイド板部を続かせるとともに、該先端ガイド板部の一部の先端を先細ガイド部としたものであることを特徴とする差筋アンカー。 The differential bar which provided the vertical cut in the part ranging from the lower end of the differential bar main body to the required length radially, and formed three or more compulsorily expandable locking pieces divided by each vertical cut, and the above-mentioned A wedge-shaped driving member for forced expansion, in which three or more vertically elongated blade pieces radially extending corresponding to the vertical cutting are formed in at least the front portion. each longitudinal wing portion which is one Rutotomoni, of the front guide plate was followed a thin front guide plate portion to be inserted into the notch width of the longitudinal notches of Sasuji the other party of the tapered thick portion A differential anchor having a tapered guide at the tip of the portion. 差筋本体は、多数の節が所要の間隔をおいて配設された異形丸鋼であって、その最下端の節を各係止片部の下部に配置してある請求項1に記載の差筋アンカー。   The differential bar main body is a deformed round steel in which a large number of nodes are arranged at a predetermined interval, and a lowermost node is disposed at a lower part of each locking piece. Difference muscle anchor.
JP2004178527A 2004-06-16 2004-06-16 Difference anchor Expired - Fee Related JP4255076B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004178527A JP4255076B2 (en) 2004-06-16 2004-06-16 Difference anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004178527A JP4255076B2 (en) 2004-06-16 2004-06-16 Difference anchor

Publications (2)

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JP2006002396A JP2006002396A (en) 2006-01-05
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