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JP6941320B2 - Anchor nails for ground laying materials and their nail making methods - Google Patents
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JP6941320B2 - Anchor nails for ground laying materials and their nail making methods - Google Patents

Anchor nails for ground laying materials and their nail making methods Download PDF

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JP6941320B2
JP6941320B2 JP2018227866A JP2018227866A JP6941320B2 JP 6941320 B2 JP6941320 B2 JP 6941320B2 JP 2018227866 A JP2018227866 A JP 2018227866A JP 2018227866 A JP2018227866 A JP 2018227866A JP 6941320 B2 JP6941320 B2 JP 6941320B2
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nail
anchor
tip
diameter
ground laying
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JP2020090821A (en
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後藤 哲也
哲也 後藤
達也 原田
達也 原田
貴博 狭間
貴博 狭間
幸憲 清水
幸憲 清水
貴士 加市
貴士 加市
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Nisshoku Corp
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Description

本発明は、法面(斜面)や平面(平坦面)に敷設されるネット状やマット状あるいはシート状の地面敷設材を固定するためのアンカー釘と、その製釘方法に関する。 The present invention relates to an anchor nail for fixing a net-shaped, mat-shaped or sheet-shaped ground laying material laid on a slope (slope) or a flat surface (flat surface), and a method for making the nail.

近年、道路脇や造成地の盛土及び切土斜面や平坦面、河川や池の堤防斜面やこれに続く平坦面、山間の崩壊斜面や掘削工事後の斜面等について、その早期緑化と保護を目的として、種子及び肥料を保持させた植生シート・マットを斜面全体に敷設する方式が多用されつつある。また、これら斜面や平坦面に対し、元の土壌に含まれる不要な草種子の発芽・生育を防ぐために防草シートを敷設したり、地中への雨水の浸透を抑制するために防水シートを敷設する場合もある。 In recent years, the purpose of early greening and protection of embankments and cut slopes and flat surfaces of roadsides and reclaimed land, embankment slopes of rivers and ponds and subsequent flat surfaces, collapsed slopes in mountains and slopes after excavation work, etc. As a result, a method of laying a vegetation sheet / mat holding seeds and fertilizer on the entire slope is being widely used. In addition, on these slopes and flat surfaces, weed-proof sheets are laid to prevent germination and growth of unnecessary grass seeds contained in the original soil, and tarpaulins are installed to prevent rainwater from penetrating into the ground. It may be laid.

しかして、これら植生シート・マット・ネット、浸食防止シート・マット、防草シート、防水シート等(以下、総称して地面敷設材という)は、法面や平坦面等の地面での敷設状態を安定に保つ上で地面地盤に固定する必要がある。その固定手段として、従来よりL字アンカーピンを地面敷設材の要所で地中に打ち込む方法が汎用されている(例えば、特許文献1の図2,4,5、特許文献2の図3,8,9)。このL字アンカーピンは、一般的に、線径9〜16mm、長さ200〜400mmの軟鋼線材からなり、先端側が尖ると共に、基端側がL字状に曲げ加工されており、基端側をハンマー等で打ち付けて地中へ打ち込むことで、その太さと長さによって地中保持力を確保するようになっている。 However, these vegetation sheets / mats / nets, erosion prevention sheets / mats, weed-proof sheets, tarpaulins, etc. (hereinafter collectively referred to as ground laying materials) are laid on the ground such as slopes and flat surfaces. It needs to be fixed to the ground to keep it stable. As the fixing means, a method of driving an L-shaped anchor pin into the ground at a key point of a ground laying material has been widely used (for example, FIGS. 2, 4 and 5 of Patent Document 1 and FIGS. 3 and 3 of Patent Document 2). 8, 9). This L-shaped anchor pin is generally made of a mild steel wire having a wire diameter of 9 to 16 mm and a length of 200 to 400 mm. By hitting it with a hammer or the like and hitting it into the ground, the underground holding power is secured by its thickness and length.

特開2014−114651号公報Japanese Unexamined Patent Publication No. 2014-114651 特開2016−223265号公報Japanese Unexamined Patent Publication No. 2016-223265

しかしながら、従来汎用のL字アンカーピンは、地面敷設材に対する係止性と地中保持力に優れる反面、単重量が大きい(例えば、線径9mm,長さ200mmの最少サイズで約110g)ことと、打込みの作業性が悪いことで、施工に従事する作業者にかかる負担が大きいという難点があった。すなわち、敷設した地面敷設材を安定に保つには多数の箇所で固定する必要があるから、作業者は重量が嵩む多数本のアンカーピンを所持したまま斜面上を小刻みに移動しつつ、停止の都度に体勢を確保して打込み作業を行うことになる上、打込み作業ではアンカーピンのL字状に曲がった基端部を打撃するため、打点がアンカーピンの地中進行方向から外れ、それだけ打撃力のロスが大きいことに加え、硬い土質であったり、先端が地中の礫や岩石等に遭遇した際に、上部側が曲がって打込み不能に陥ることも多々あった。 However, while the conventional general-purpose L-shaped anchor pin is excellent in locking property to the ground laying material and holding force in the ground, it has a large unit weight (for example, the minimum size of wire diameter 9 mm and length 200 mm is about 110 g). There is a problem that the workability of driving is poor and the burden on the workers engaged in the construction is large. In other words, since it is necessary to fix the laid ground laying material at many places in order to keep it stable, the operator stops while moving on the slope in small steps while holding a large number of heavy anchor pins. In addition to securing a posture each time to perform the driving work, the driving work hits the base end of the anchor pin that is bent in an L shape, so the hitting point deviates from the underground traveling direction of the anchor pin and hits that much. In addition to the large loss of force, there were many cases where the upper side was bent and it became impossible to drive when the soil was hard or when the tip encountered gravel or rocks in the ground.

本発明は、上述の事情に鑑みて、従来汎用のL字アンカーピンに比較して、単重量が小さくとも地面敷設材に対する係止性と大きな地中保持力を確保でき、しかも打込みの作業性に優れ、作業者にかかる負担を大幅に低減し得る地面敷設材用アンカー釘と、このようなアンカー釘を確実に容易に製造する製釘方法とを提供することを目的としている。 In view of the above circumstances, the present invention can secure a locking property to the ground laying material and a large underground holding force even if the unit weight is small as compared with the conventional general-purpose L-shaped anchor pin, and moreover, the driving workability can be secured. It is an object of the present invention to provide an anchor nail for a ground laying material which is excellent in the above and can significantly reduce the burden on an operator, and a nail making method for surely and easily manufacturing such an anchor nail.

上記目的を達成するための手段を図面の参照符号を付して示せば、請求項1の発明に係る地面敷設材用アンカー釘1A,1Bは、径D:6〜9mmで長さL:150〜300mmの釘軸部11の一端側に、鍔径(長径)E1:17mm以上の鍔形をなす釘頭部12を有し、該釘軸部11の他端側が尖端13をなし、釘頭部12の表面12a側と裏面12b側の少なくとも一方に複数本の凸条2が平行に刻設されると共に、釘軸部11の少なくとも尖端13側半部に、一定ピッチで配置する多数のリング状突起4、もしくはスクリュー部5が設けられ、釘頭部12の鍔形が楕円形であり、凸条2が該楕円形の長径E1方向に沿って形成されてなるものとしている。 If the means for achieving the above object is shown with reference numerals in the drawings, the anchor nails 1A and 1B for the ground laying material according to the invention of claim 1 have a diameter D: 6 to 9 mm and a length L: 150. A nail head 12 having a flange diameter (major axis) E1: 17 mm or more is provided on one end side of a nail shaft portion 11 having a diameter of about 300 mm, and the other end side of the nail shaft portion 11 has a tip 13 and a nail head. A plurality of ridges 2 are engraved in parallel on at least one of the front surface 12a side and the back surface 12b side of the portion 12, and a large number of rings arranged at at least the tip 13 side half of the nail shaft portion 11 at a constant pitch. The shape protrusion 4 or the screw portion 5 is provided, and the nail head 12 has an elliptical flange shape, and the ridge 2 is formed along the major axis E1 direction of the elliptical shape .

請求項2の発明は、上記請求項1の地面敷設材用アンカー釘1A,1Bにおいて、凸条2は、高さが0.1〜0.2mm、幅が0.20〜0.40mmである構成としている。 According to the second aspect of the present invention, in the anchor nails 1A and 1B for the ground laying material according to the first aspect, the ridge 2 has a height of 0.1 to 0.2 mm and a width of 0.20 to 0.40 mm. It has a structure.

請求項の発明は、上記請求項1又は2の地面敷設材用アンカー釘1A,1Bにおいて、楕円形の長径が20mm以上である構成としている。 The invention of claim 3 has a configuration in which the elliptical major axis of the anchor nails 1A and 1B for the ground laying material according to claim 1 or 2 is 20 mm or more.

請求項の発明は、上記請求項1〜のいずれかの地面敷設材用アンカー釘1A,1Bにおいて、釘頭部12の表面12a側及び裏面12b側に凸条2を有し、表面12a側の凸条2が一定ピッチで10〜20本、裏面12b側の凸条2が8〜12本である構成としている。 The invention of claim 4 has the ridges 2 on the front surface 12a side and the back surface 12b side of the nail head 12 in the anchor nails 1A and 1B for the ground laying material according to any one of claims 1 to 3, and the surface surface 12a. The number of ridges 2 on the side is 10 to 20 at a constant pitch, and the number of ridges 2 on the back surface 12b is 8 to 12.

請求項の発明は、上記請求項1〜のいずれかの地面敷設材用アンカー釘1Aにおいて、リング状突起4が断面三角形山形をなすと共に、該断面三角形山形における釘頭側斜面4aが尖端側斜面4bよりも急勾配である構成としている。 In the invention of claim 5, in the anchor nail 1A for the ground laying material according to any one of claims 1 to 4 , the ring-shaped protrusion 4 has a triangular chevron cross section, and the nail head side slope 4a in the triangular chevron cross section has a tip. The slope is steeper than the side slope 4b.

請求項の発明は、上記請求項1〜のいずれかの地面敷設材用アンカー釘1A,1Bにおいて、釘頭部11の裏面12b側の凸条2は、楕円形の短径方向中央部に設けた釘軸部11の径Dに略相当する幅の平坦部Zを除く両側に刻設されてなる構成としている。 In the invention of claim 6, in the anchor nails 1A and 1B for the ground laying material according to any one of claims 1 to 5 , the ridge 2 on the back surface 12b side of the nail head 11 is an elliptical center portion in the minor axis direction. It is configured to be engraved on both sides except for the flat portion Z having a width substantially corresponding to the diameter D of the nail shaft portion 11 provided in the above.

請求項の発明は、上記請求項1〜のいずれかの地面敷設材用アンカー釘1A,1Bにおいて、釘頭部12の裏面12b側における両側部に、凸条2よりも高く突出する係止突起3を有してなる構成としている。
請求項8の発明に係る地面敷設材用アンカー釘1A,1Bは、径D:6〜9mmで長さL:150〜300mmの釘軸部11の一端側に、鍔径(長径)E1:17mm以上の鍔形をなす釘頭部12を有し、該釘軸部11の他端側が尖端13をなし、釘頭部12の裏面12b側に複数本の凸条2が平行に刻設されると共に、釘軸部11の少なくとも尖端13側半部に、一定ピッチで配置する多数のリング状突起4、もしくはスクリュー部5が設けられ、釘頭部11の裏面12b側の凸条2は、楕円形の短径方向中央部に設けた釘軸部11の径Dに略相当する幅の平坦部Zを除く両側に刻設されてなるものとしている。
The invention of claim 7 is the anchor nail 1A, 1B for the ground laying material according to any one of claims 1 to 6 , which protrudes higher than the ridge 2 on both sides of the nail head 12 on the back surface 12b side. It has a structure having a stop protrusion 3.
The anchor nails 1A and 1B for ground laying materials according to the invention of claim 8 have a flange diameter (major axis) E1: 17 mm on one end side of a nail shaft portion 11 having a diameter D: 6 to 9 mm and a length L: 150 to 300 mm. The nail head 12 having the above-mentioned flange shape is provided, the other end side of the nail shaft portion 11 forms a tip 13, and a plurality of protrusions 2 are engraved in parallel on the back surface 12b side of the nail head 12. At least on the tip 13 side half of the nail shaft portion 11, a large number of ring-shaped protrusions 4 or screw portions 5 arranged at a constant pitch are provided, and the ridge 2 on the back surface 12b side of the nail head 11 is elliptical. It is assumed that the nail shaft portion 11 provided at the center portion in the minor axis direction of the shape is engraved on both sides except for the flat portion Z having a width substantially corresponding to the diameter D of the nail shaft portion 11.

請求項9の発明は、金属線材10を切断位置へ送給すると共に、切断位置の手前側にある一対のダイス6で該金属線材10の先端側を一部突出状態に挟持し、この金属線材10の突出した先端を切断位置の先方側にあるパンチ7で打撃することによって釘頭部12を成形し、次いで該金属線材10を所定長さ送ったのち、切断位置にある切断装置8によって切断端部を尖端13形状にして切断する製釘方法において、ダイス6及びパンチ7として、両者の対向面の少なくとも一方に複数本の凹条61,71を形成したものを用い、金属線材10として径D:6〜9mmの軟鋼線を用いてパンチ7で打撃することにより、釘頭部12の鍔形が楕円形であり、凸条2が該楕円形の長径E1方向に沿って形成されるように、表面12a側と裏面12b側の少なくとも一方に複数本の凸条2が平行に刻設された鍔径17mm以上の鍔形の釘頭部12を成形し、釘軸部11の長さを150〜300mmとして切断端部を尖端13形状にして切断後、釘軸部11の少なくとも尖端13側半部に、転造によって一定ピッチで配置する多数のリング状突起4、もしくはスクリュー部5を形成することを特徴としている。
請求項10の発明は、金属線材10を切断位置へ送給すると共に、切断位置の手前側にある一対のダイス6で該金属線材10の先端側を一部突出状態に挟持し、この金属線材10の突出した先端を切断位置の先方側にあるパンチ7で打撃することによって釘頭部12を成形し、次いで該金属線材10を所定長さ送ったのち、切断位置にある切断装置8によって切断端部を尖端13形状にして切断する製釘方法において、ダイス6及びパンチ7として、両者の対向面の少なくとも一方に複数本の凹条61,71を形成したものを用い、金属線材10として径D:6〜9mmの軟鋼線を用いてパンチ7で打撃することにより、釘頭部11の裏面12b側の凸条2が、楕円形の短径方向中央部に設けた釘軸部11の径Dに略相当する幅の平坦部Zを除く両側に刻設されるように、裏面12b側に複数本の凸条2が平行に刻設された鍔径17mm以上の鍔形の釘頭部12を成形し、釘軸部11の長さを150〜300mmとして切断端部を尖端13形状にして切断後、釘軸部11の少なくとも尖端13側半部に、転造によって一定ピッチで配置する多数のリング状突起4、もしくはスクリュー部5を形成することを特徴としている。
In the invention of claim 9, the metal wire 10 is fed to the cutting position, and the tip side of the metal wire 10 is partially projected by a pair of dies 6 on the front side of the cutting position. The nail head 12 is formed by striking the protruding tip of 10 with a punch 7 on the front side of the cutting position, and then the metal wire 10 is fed for a predetermined length and then cut by the cutting device 8 at the cutting position. In a nail making method in which an end portion is cut into a tip 13 shape, a die 6 and a punch 7 having a plurality of recesses 61 and 71 formed on at least one of the facing surfaces thereof are used, and the diameter of the metal wire rod 10 is 10. D: By striking with a punch 7 using a mild steel wire of 6 to 9 mm, the nail head 12 has an elliptical flange shape, and the ridge 2 is formed along the major axis E1 direction of the elliptical shape. , the molding surface 12a side and the back surface 12b side plurality of ridges 2 parallel engraved by Tsuba径17mm or more collar-shaped nail head 12 to at least one of the length of the Kugijiku 11 After cutting the nail shaft portion 11 into a tip 13 shape with a cutting end of 150 to 300 mm, a large number of ring-shaped protrusions 4 or screw portions 5 arranged at a constant pitch by rolling are formed at least on the tip 13 side half of the nail shaft portion 11. It is characterized by doing.
According to the invention of claim 10, the metal wire 10 is fed to the cutting position, and the tip end side of the metal wire 10 is partially projected by a pair of dies 6 on the front side of the cutting position. The nail head 12 is formed by striking the protruding tip of 10 with a punch 7 on the front side of the cutting position, and then the metal wire 10 is fed for a predetermined length and then cut by the cutting device 8 at the cutting position. In a nail making method in which an end portion is cut into a tip 13 shape, a die 6 and a punch 7 having a plurality of recesses 61 and 71 formed on at least one of the facing surfaces thereof are used, and the diameter of the metal wire rod 10 is 10. D: By striking with a punch 7 using a mild steel wire of 6 to 9 mm, the ridge 2 on the back surface 12b side of the nail head 11 has the diameter of the nail shaft 11 provided in the central portion in the minor axis direction of the oval shape. A nail head 12 having a flange diameter of 17 mm or more and having a plurality of protrusions 2 engraved in parallel on the back surface 12b side so as to be engraved on both sides except for the flat portion Z having a width substantially corresponding to D. Is formed, the length of the nail shaft portion 11 is 150 to 300 mm, the cut end portion is formed into a tip 13 shape, and after cutting, a large number of nail shaft portions 11 are arranged at a constant pitch by rolling at least on the tip 13 side half. It is characterized in that the ring-shaped protrusion 4 or the screw portion 5 of the above is formed.

次に、本発明の効果について、図面を参照して具体的に説明する。請求項1,8の発明に係る地面敷設材用アンカー釘1A,1Bによれば、特定の径D及び長さLの釘軸部11の一端側に、鍔径が17mm以上と大きい鍔形の釘頭部12を備えると共に、釘軸部11の少なくとも尖端13側半部に、一定ピッチで配置する多数のリング状突起4、もしくはスクリュー部5を有する特異な形態であるから、従来汎用のアンカーピンに比較して単重量が小さいにも関わらず、釘頭部12による地面敷設材(植生マットM)の係止性と釘軸部11による地中保持力を充分に確保できる上、地中への打込みの際の打点が釘の地中進行方向と一致することで打撃力のロスがなく、硬い土質であったり、先端が地中の礫や岩石等に遭遇しても軸部11が突入でき、打込みの作業性に優れ、施工に従事する作業者の労力負担を大幅に軽減できる。しかして、釘頭部12の表面側12aと裏面側12bの少なくとも一方に刻設された複数本の凸条2は、製釘において釘軸部12に対応する金属線材10のパンチ7による打撃にて鍔径の大きい釘頭部12を形成するために必要となる。また、請求項1の発明に係る地面敷設材用アンカー釘1A,1Bは、釘頭部12の鍔形が楕円形であり、凸条2が該楕円形の長径E1方向に沿って形成されていることから、製釘時に金属材料が凸条2に沿って展延し易く、もって、長径E1の大きい釘頭部12を備えるものを確実に製造できる。一方、請求項8の発明に係る地面敷設材用アンカー釘1A,1Bは、釘頭部11の裏面12b側の凸条2が中央部の平坦部Zを除く両側に刻設されることで、製釘時のダイス6側の応力集中に割れを回避できるという利点がある。 Next, the effects of the present invention will be specifically described with reference to the drawings. According to the anchor nails 1A and 1B for ground laying materials according to the inventions of claims 1 and 8 , a nail shape having a large flange diameter of 17 mm or more is provided on one end side of a nail shaft portion 11 having a specific diameter D and length L. Since it is a peculiar form having a nail head 12 and a large number of ring-shaped protrusions 4 or screw portions 5 arranged at a constant pitch at least on the tip 13 side half of the nail shaft portion 11, it is a conventional general-purpose anchor. Although the unit weight is smaller than that of the pin, the nail head 12 can sufficiently secure the locking property of the ground laying material (vegetation mat M) and the nail shaft 11 can sufficiently secure the underground holding force. Since the point of impact when driving into the nail matches the direction of travel of the nail in the ground, there is no loss of striking force, and even if the soil is hard or the tip encounters gravel or rocks in the ground, the shaft portion 11 It can be rushed in, has excellent driving workability, and can significantly reduce the labor burden on workers engaged in construction. The plurality of ridges 2 engraved on at least one of the front surface side 12a and the back surface side 12b of the nail head 12 are hit by the punch 7 of the metal wire rod 10 corresponding to the nail shaft portion 12 in nail making. It is necessary to form the nail head 12 having a large collar diameter. Further, in the anchor nails 1A and 1B for the ground laying material according to the invention of claim 1, the nail head 12 has an elliptical flange shape, and the ridges 2 are formed along the elliptical major axis E1 direction. Therefore, the metal material can be easily spread along the ridges 2 during nail making, and thus a nail head 12 having a large major axis E1 can be reliably manufactured. On the other hand, in the anchor nails 1A and 1B for the ground laying material according to the invention of claim 8, the ridges 2 on the back surface 12b side of the nail head 11 are engraved on both sides except the flat portion Z in the central portion. There is an advantage that cracks can be avoided due to stress concentration on the die 6 side during nail making.

請求項2の発明に係る地面敷設材用アンカー釘1A,1Bは、溝部2の高さと幅が特定範囲にあることで、鍔径の大きい釘頭部12を備えるものを確実に製造できる。 The anchor nails 1A and 1B for ground laying materials according to the invention of claim 2 can be reliably manufactured to include a nail head 12 having a large flange diameter because the height and width of the groove 2 are within a specific range.

請求項の発明に係る地面敷設材用アンカー釘1A,1Bは、上記楕円形の長径が20mm以上の釘頭部12を有することから、特に地面敷設材(植生マットM)の係止性に優れたものとなる。 Since the anchor nails 1A and 1B for the ground laying material according to the invention of claim 3 have a nail head 12 having an elliptical major axis of 20 mm or more, the locking property of the ground laying material (vegetation mat M) is particularly high. It will be excellent.

請求項の発明に係る地面敷設材用アンカー釘1A,1Bは、釘頭部12の表面側12a及び裏面側12bに凸条2を有し、表面側12a及び裏面側12bの凸条2が特定の本数及び配置であることで、鍔径の大きい鍔形の釘頭部12を備えるものをより確実に製造できる。 The anchor nails 1A and 1B for ground laying materials according to the invention of claim 4 have ridges 2 on the front surface side 12a and the back surface side 12b of the nail head 12, and the ridges 2 on the front surface side 12a and the back surface side 12b are formed. With a specific number and arrangement, it is possible to more reliably manufacture a nail having a collar-shaped nail head 12 having a large collar diameter.

請求項の発明に係る地面敷設材用アンカー釘1Aは、リング状突起4が断面三角形山形をなすと共に、その釘頭側斜面4aが尖端側斜面4bよりも急勾配であるから、打込方向の抵抗が小さく打込容易である一方、引抜き方向には大きな抵抗が働くために地中保持力に優れる。 In the anchor nail 1A for a ground laying material according to the invention of claim 5 , the ring-shaped protrusion 4 has a triangular chevron shape in cross section, and the nail head side slope 4a has a steeper slope than the tip side slope 4b. The resistance is small and it is easy to drive in, but the large resistance acts in the pulling direction, so it has excellent underground holding power.

請求項の発明に係る地面敷設材用アンカー釘1A,1Bは、釘頭部11の裏面12b側の凸条2が中央部の平坦部Zを除く両側に刻設されることで、製釘時のダイス6側の応力集中に割れを回避できるという利点がある。 The anchor nails 1A and 1B for the ground laying material according to the invention of claim 6 are made by engraving the ridges 2 on the back surface 12b side of the nail head 11 on both sides except the flat portion Z in the central portion. There is an advantage that cracks can be avoided in the stress concentration on the die 6 side at the time.

請求項の発明に係る地面敷設材用アンカー釘1A,1Bでは、釘頭部12の裏面側12aにおける両側部に、凸条2よりも高く突出する係止突起3を有するから、地面敷設材に対する係止性がより向上するという利点がある。 The anchor nails 1A and 1B for the ground laying material according to the invention of claim 7 have locking protrusions 3 protruding higher than the ridges 2 on both side surfaces of the nail head 12 on the back surface side 12a, and thus the ground laying material. There is an advantage that the locking property with respect to is further improved.

請求項9,10の発明に係る地面敷設材用アンカー釘の製釘方法によれば、表面側12aと裏面側12bの少なくとも一方に複数本の凸条2が平行に刻設された鍔径17mm以上の楕円形の釘頭部12を有して、且つ釘軸部11の径が6〜9mmである地面敷設材用アンカー釘を安定的に製造できる。さらに、請求項9の発明によれば、釘頭部12の鍔形が楕円形であり、凸条2が該楕円形の長径E1方向に沿って形成されていることから、製釘時に金属材料が凸条2に沿って展延し易く、もって、長径E1の大きい釘頭部12を備えるものを確実に製造できる。一方、請求項10の発明によれば、釘頭部11の裏面12b側の凸条2が中央部の平坦部Zを除く両側に刻設されることで、製釘時のダイス6側の応力集中に割れを回避できるという利点がある。 According to the method for making anchor nails for ground laying materials according to the inventions of claims 9 and 10 , a plurality of protrusions 2 are engraved in parallel on at least one of the front surface side 12a and the back surface side 12b, and the collar diameter is 17 mm. Anchor nails for ground laying materials having the above-mentioned elliptical nail head 12 and having a nail shaft portion 11 having a diameter of 6 to 9 mm can be stably manufactured. Further, according to the invention of claim 9, since the collar shape of the nail head 12 is elliptical and the ridge 2 is formed along the major axis E1 direction of the ellipse, a metal material is used at the time of nail making. Is easy to spread along the ridge 2, so that a nail head 12 having a large major axis E1 can be reliably manufactured. On the other hand, according to the invention of claim 10, the ridges 2 on the back surface 12b side of the nail head 11 are engraved on both sides except the flat portion Z in the central portion, so that the stress on the die 6 side during nail making is obtained. There is an advantage that cracks can be avoided in concentration.

本発明の第一実施形態に係る地面敷設材用アンカー釘を示し、(a)は側面図、(b)は釘頭部の正面図、(c)は(a)のX−X線の矢視断面図である。Anchor nails for ground laying materials according to the first embodiment of the present invention are shown, (a) is a side view, (b) is a front view of a nail head, and (c) is an arrow of the XX line of (a). It is a sectional view. 同地面敷設材用アンカー釘の釘軸部におけるリング状突起の形成部分を拡大して示し、(a)は側面図、(b)は縦断側面図である。The formed portion of the ring-shaped protrusion on the nail shaft portion of the anchor nail for the ground laying material is enlarged and shown, (a) is a side view, and (b) is a longitudinal side view. 本発明の第二実施形態に係る地面敷設材用アンカー釘の側面図である。It is a side view of the anchor nail for the ground laying material which concerns on the 2nd Embodiment of this invention. 本発明に係る地面敷設材用アンカー釘による植生マットの地面への固定状態を示す概略縦断面図である。It is a schematic vertical sectional view which shows the fixed state to the ground of the vegetation mat by the anchor nail for the ground laying material which concerns on this invention. 本発明に係る製釘方法を概略的に示す製釘工程図である。It is a nail making process diagram which shows typically the nail making method which concerns on this invention. 同製釘方法における製釘操作を順次示し、(a)は製釘開始前、(b)は釘頭部形成、(c)は定長送り出し、(d)は尖端形成・切断の各段階の側面図である。The nail-making operations in the same nail-making method are shown in sequence. It is a side view. 同製釘操作における釘頭部形成に用いるダイスを示し、(a)は平面図、(b)は(a)のY−Y線の矢視断面図である。A die used for forming a nail head in the same nail operation is shown, (a) is a plan view, and (b) is a cross-sectional view taken along the line YY of (a). 同製釘操作における釘頭部形成に用いるパンチを示し、(a)は平面図、(b)は(a)のZ−Z線の矢視断面図である。A punch used for forming a nail head in the same nail operation is shown, (a) is a plan view, and (b) is a cross-sectional view taken along the line ZZ of (a). 同製釘方法における釘軸部のリング状突起の転造操作を示し、(a)は転造開始、(b)は転造中、(c)は転造終了、(d)は釘排出の各段階の側面図である。The rolling operation of the ring-shaped protrusion of the nail shaft in the same nail manufacturing method is shown. It is a side view of each stage.

以下に、本発明の実施形態に係る地面敷設材用アンカー釘とその製釘方法について、図面を参照して具体的に説明する。 Hereinafter, the anchor nail for the ground laying material and the method for producing the anchor nail according to the embodiment of the present invention will be specifically described with reference to the drawings.

第一実施形態の地面敷設材用アンカー釘1Aは、図1(a)〜(c)に示すように、丸軸状の釘軸部11の一端側に、楕円形の鍔形をなす釘頭部12を有し、該釘軸部11の他端側が尖端13をなしている。11aは、釘軸部11の一端側から釘頭部12へ移行する拡径部である。そして、釘頭部12は、表面12a側に、長径E1方向に沿う複数本(図では11本)の凸条2が一定ピッチで平行に刻設されると共に、裏面12b側にも、釘軸部11の径Dに対応する幅の中央領域Zを除いて、両側に長径E1方向に沿う複数本(図では片側4本)の凸条2が一定ピッチで平行に刻設されている。また、釘軸部11の尖端13側の略半部には、一定ピッチで配置する多数のリング状突起4が形成される一方、釘頭部12の裏面12b側における短径E2方向の両側部には、凸条2の中央に位置して長径E1方向に沿う突条3が形成されている。 As shown in FIGS. 1 (a) to 1 (c), the anchor nail 1A for the ground laying material of the first embodiment has an elliptical collar-shaped nail head on one end side of the round shaft-shaped nail shaft portion 11. It has a portion 12, and the other end side of the nail shaft portion 11 forms a tip 13. Reference numeral 11a is a diameter-expanded portion that shifts from one end side of the nail shaft portion 11 to the nail head portion 12. The nail head 12 has a plurality of (11 in the figure) ridges 2 engraved in parallel on the front surface 12a side along the major axis E1 direction at a constant pitch, and the nail shaft 12 is also engraved on the back surface 12b side. Except for the central region Z having a width corresponding to the diameter D of the portion 11, a plurality of ridges 2 (4 on each side in the figure) along the major axis E1 direction are engraved in parallel on both sides at a constant pitch. Further, a large number of ring-shaped protrusions 4 arranged at a constant pitch are formed on the substantially half portion of the nail shaft portion 11 on the tip 13 side, while both side portions in the minor axis E2 direction on the back surface 12b side of the nail head portion 12. A ridge 3 is formed in the center of the ridge 2 along the major axis E1 direction.

ここで、アンカー釘1Aの釘軸部11は、径D:6〜9mm、長さL:150〜300mmとする。その径Dが大き過ぎたり、長さLが長過ぎては、単重量が過大になるため、その多数本を所持して地面を移動しつつ地面敷設材の固定操作を行う作業者が重労働を強いられる。逆に、径Dが小さ過ぎたり、長さLが短過ぎては、地中保持力が不充分になる。 Here, the nail shaft portion 11 of the anchor nail 1A has a diameter D: 6 to 9 mm and a length L: 150 to 300 mm. If the diameter D is too large or the length L is too long, the single weight will be excessive. Be strong. On the contrary, if the diameter D is too small or the length L is too short, the underground holding force becomes insufficient.

また、アンカー釘1Aの釘頭部12は、鍔形が例示した楕円形に限らず円形であってもよいが、その鍔径(例示した楕円形では長径E1)を17mm以上とする。この鍔径が17mm未満では、地面敷設材に対する接触幅の不足によって充分な固定力が得られない。特に、例示した楕円形の釘頭部12では、その長径E1が20mm以上であることが推奨される。なお、楕円形の釘頭部12における短径E2については、特に制約はないが、製釘上の制約から通常17〜19mmの範囲になる。また、釘頭部12の厚みについても、特に制約はないが、製釘性と機械的強度面で、1.5〜2.5mmの範囲が好ましい。 Further, the nail head 12 of the anchor nail 1A is not limited to the elliptical shape illustrated by the collar shape and may be circular, but the flange diameter (major diameter E1 in the illustrated elliptical shape) is 17 mm or more. If the collar diameter is less than 17 mm, a sufficient fixing force cannot be obtained due to insufficient contact width with the ground laying material. In particular, it is recommended that the major axis E1 of the illustrated elliptical nail head 12 is 20 mm or more. The minor axis E2 of the elliptical nail head 12 is not particularly limited, but is usually in the range of 17 to 19 mm due to the restrictions on nail making. The thickness of the nail head 12 is also not particularly limited, but is preferably in the range of 1.5 to 2.5 mm in terms of nail making property and mechanical strength.

該釘頭部12の表面12a側及び裏面12b側の凸条2については、各々の高さが0.05〜0.30mm、幅が0.20〜0.40mmの範囲が好適であり、これら深さ及び幅が上記範囲外では長径E1:20mm以上の大きな楕円形の釘頭部12の形成が困難になる。更に、凸条2の本数については、安定した製釘を行う上で、該釘頭部12の表面12a側では10〜20本の範囲、裏面12b側では釘軸部11の径Dに対応する幅の中央の平坦部Zを除く両側に計8〜12本の範囲とするのがよい。 Regarding the ridges 2 on the front surface 12a side and the back surface 12b side of the nail head 12, the height of each of the ridges 2 is preferably in the range of 0.05 to 0.30 mm and the width is preferably in the range of 0.25 to 0.40 mm. If the depth and width are out of the above range, it becomes difficult to form a large elliptical nail head 12 having a major axis E1: 20 mm or more. Further, the number of ridges 2 corresponds to the range of 10 to 20 on the front surface 12a side of the nail head 12 and the diameter D of the nail shaft 11 on the back surface 12b side in order to perform stable nail making. It is preferable to have a total of 8 to 12 nails on both sides excluding the flat portion Z in the center of the width.

釘頭部12の裏面12b側の係止突起3については、裏面12bからの突出量を0.5〜1.0mm、長さを3〜10mm、幅を0.3〜0.8mmとすることが好ましく、これら突出量と長さ及び幅が過小では地面敷設材に対する係止性を充分に確保できず、逆に過大では製釘時に鍔径の大きい釘頭部12を確実に形成することが困難になる。 Regarding the locking projection 3 on the back surface 12b side of the nail head 12, the amount of protrusion from the back surface 12b shall be 0.5 to 1.0 mm, the length shall be 3 to 10 mm, and the width shall be 0.3 to 0.8 mm. However, if the protrusion amount, length and width are too small, sufficient locking property with respect to the ground laying material cannot be secured, and conversely, if the protrusion amount, length and width are too large, a nail head 12 having a large flange diameter can be reliably formed at the time of nail making. It will be difficult.

釘軸部11の各リング状突起4については、図2(a)(b)に示すように、断面三角形山形であって、その釘頭側斜面4aが尖端側斜面4bよりも急勾配になっている。そして、隣接するリング状突起4,4間の谷部は、釘軸部11のブランク表面よりも低くなっている。 As shown in FIGS. 2A and 2B, each ring-shaped protrusion 4 of the nail shaft portion 11 has a triangular chevron cross section, and the slope 4a on the nail head side has a steeper slope than the slope 4b on the tip side. ing. The valley between the adjacent ring-shaped protrusions 4 and 4 is lower than the blank surface of the nail shaft portion 11.

第二実施形態の地面敷設材用アンカー釘1Bは、釘軸部11の尖端13側の過半部の表面がスクリュー部5をなすが、それ以外は既述の第一実施形態の地面敷設材用アンカー釘1Aと全く同様であるため、釘頭部12の形態及び各部寸法については説明を省略する。しかして、このアンカー釘1Bのスクリュー部5は、釘軸部11のブランク表面に対し、山部5aが全体的に高く、谷部5bが全体的に低くなっている。 In the anchor nail 1B for the ground laying material of the second embodiment, the surface of the majority portion of the nail shaft portion 11 on the tip 13 side forms the screw portion 5, but other than that, the anchor nail 1B for the ground laying material of the first embodiment described above. Since it is exactly the same as the anchor nail 1A, the description of the form of the nail head 12 and the dimensions of each part will be omitted. Thus, in the screw portion 5 of the anchor nail 1B, the ridge portion 5a is generally higher and the valley portion 5b is lower than the blank surface of the nail shaft portion 11.

図4は、本発明の地面敷設材用アンカー釘による植生マットMの固定形態を例示するものである。なお、以降において、前記第一及び第二実施形態のアンカー釘1A,1Bを含む本発明のアンカー釘を総称して、地面敷設材用アンカー釘1とする。適用する植生マットMは、マット状の張芝部tと、その上を覆うポリエチレン製のネットnと、傾斜方向に沿って略一定間隔置きに配置する肥料袋bとで構成され、各肥料袋bが略水平方向に連続した長い筒状のものからなり、保護すべき盛土部Sの頂面S1から法面又はこれに続く平坦面S2にわたって全体的に敷設される。そして、該植生マットMの上下複数段の各肥料袋b部分において、地面敷設材用アンカー釘1を用い、ネットnの上から該肥料袋bを貫通する形で、頂面S1及び法面や平坦面S2に対して垂直に盛土部Sに打ち込むことにより、該植生マットMを盛土部Sに固定すると共に、各肥料袋bを該植生マットMにおける所要位置に固定している。 FIG. 4 illustrates a fixed form of the vegetation mat M by the anchor nail for the ground laying material of the present invention. Hereinafter, the anchor nails of the present invention including the anchor nails 1A and 1B of the first and second embodiments will be collectively referred to as an anchor nail 1 for a ground laying material. The vegetation mat M to be applied is composed of a mat-shaped embankment portion t, a polyethylene net n covering the mat-shaped embankment portion t, and fertilizer bags b arranged at substantially regular intervals along the inclination direction, and each fertilizer bag b is composed of. It consists of a long tubular object that is continuous in the substantially horizontal direction, and is laid as a whole from the top surface S1 of the embankment portion S to be protected to the slope or the flat surface S2 that follows the slope. Then, in each of the fertilizer bag b portions of the upper and lower plurality of stages of the vegetation mat M, the anchor nail 1 for the ground laying material is used, and the fertilizer bag b is penetrated from above the net n to the top surface S1 and the slope. By driving into the embankment portion S perpendicularly to the flat surface S2, the vegetation mat M is fixed to the embankment portion S, and each fertilizer bag b is fixed at a required position in the vegetation mat M.

上述した地面敷設材用アンカー釘1による植生マットMの固定では、該アンカー釘1における鍔形の釘頭部12の鍔径が17mm以上と大きいため、該植生マットMに対する係止性を充分に確保できると共に、釘軸部11が径D:6〜9mmで長さL:150〜300mmであって、且つ尖端13側半部に一定ピッチで配置する多数のリング状突起4もしくはスクリュー部5を有するので地中保持力が大きく、敷設した植生マットMに様々な方向の外力が加わっても、釘頭部12がネットnから外れたり、アンカー釘1自体が盛土部Sから抜け出す懸念がなく、張芝部tからの植生の成長による根張りで頂面S1及び地面S2の土壌が崩壊不能に強化されるまで、該植生マットMを安定した敷設状態に保持できる。 In the fixing of the vegetation mat M by the anchor nail 1 for the ground laying material described above, since the flange diameter of the flange-shaped nail head 12 in the anchor nail 1 is as large as 17 mm or more, the locking property to the vegetation mat M is sufficiently sufficient. A large number of ring-shaped protrusions 4 or screw portions 5 which can be secured, the nail shaft portion 11 has a diameter D: 6 to 9 mm, a length L: 150 to 300 mm, and are arranged at a constant pitch on the tip 13 side half. Since it has a large underground holding force, there is no concern that the nail head 12 will come off the net n or the anchor nail 1 itself will come out of the filling portion S even if external forces in various directions are applied to the laid vegetation mat M. The vegetation mat M can be maintained in a stable laid state until the soil on the top surface S1 and the ground S2 is irreversibly strengthened by rooting due to the growth of vegetation from the tension turf portion t.

一方、この地面敷設材用アンカー釘1は、従来汎用のアンカーピンに比較して細く短いことで単重量が小さいから、多数本を所持しながら地面S2上を小刻みに移動しつつ打込み操作を行う作業者にとって携行荷重が少なくて済む上、地中への打込みの際の打点が釘の地中進行方向と一致することで打撃力のロスがないため、硬い土質であったり、先端が地中の礫や岩石等に遭遇しても軸部11が突入でき、打込みの作業性に優れるから、作業者の労力負担を大幅に軽減できる。 On the other hand, since the anchor nail 1 for the ground laying material is thinner and shorter than the conventional general-purpose anchor pin, the unit weight is small. The carrying load is small for the worker, and since the hitting point when driving into the ground coincides with the underground traveling direction of the nail, there is no loss of striking force, so the soil is hard or the tip is underground. Even if the shaft portion 11 is rushed into the shaft even if it encounters gravel or rocks, the workability of driving is excellent, so that the labor burden on the operator can be significantly reduced.

因みに、従来汎用のL字形の軟鋼製アンカーピンで略最小の線径9mm,長さ200mmのものの重量が109.4gであったのに対し、第一及び第二実施形態の軟鋼製アンカー釘1A,1Bで楕円形の釘頭部12の長径E1が21mm、釘軸部11のブランク径Dが7mm、長さLが200mmのものは共に重量が62.4g、つまり該アンカーピンの約57%の重さであった。 Incidentally, the weight of the conventional general-purpose L-shaped mild steel anchor pin having a wire diameter of 9 mm and a length of 200 mm was 109.4 g, whereas the weight of the mild steel anchor nail 1A of the first and second embodiments was 109.4 g. , 1B, the major axis E1 of the elliptical nail head 12 is 21 mm, the blank diameter D of the nail shaft 11 is 7 mm, and the length L is 200 mm, both of which weigh 62.4 g, that is, about 57% of the anchor pin. It was the weight of.

このような地面敷設材用アンカー釘1としては、第一実施形態のような釘軸部11に一定ピッチで配置する多数のリング状突起4を有するものと、第二実施形態のような釘軸部11にスクリュー部5を有するものとの何れをも使用できるが、前者のリング状突起4を有するものが地中保持力により優れる点から好適である。特に、第一実施形態のアンカー釘1Aのように、リング状突起4の断面三角形山形における釘頭側斜面4aが尖端側斜面4bよりも急勾配である形態では、打込方向の抵抗が小さく打込容易である一方、引抜き方向には大きな抵抗が働くために地中保持力に優れるという利点がある。また、第一及び第二実施形態のアンカー釘1A,1Bのように、楕円形の釘頭部12の裏面側12aにおける短径E2方向両側部に長径E1方向に沿う係止突起3を有するものでは、地面敷設材に対する係止性がより向上するという利点がある。 As such an anchor nail 1 for a ground laying material, one having a large number of ring-shaped protrusions 4 arranged on the nail shaft portion 11 at a constant pitch as in the first embodiment, and a nail shaft as in the second embodiment. Any one having a screw portion 5 in the portion 11 can be used, but the former one having a ring-shaped protrusion 4 is preferable because it is superior in underground holding power. In particular, in a form such as the anchor nail 1A of the first embodiment, in which the nail head side slope 4a in the triangular chevron cross section of the ring-shaped protrusion 4 has a steeper slope than the tip side slope 4b, the resistance in the driving direction is small. While it is easy to insert, it has the advantage of being excellent in underground holding force because a large resistance acts in the pulling direction. Further, like the anchor nails 1A and 1B of the first and second embodiments, those having locking projections 3 along the major axis E1 direction on both sides of the back surface side 12a of the elliptical nail head 12 in the minor axis E2 direction. Then, there is an advantage that the locking property to the ground laying material is further improved.

なお、図4で例示した植生マットMの固定ではアンカー釘1を各肥料袋b部分に打ち込んでいるが、該アンカー釘1を肥料袋bから外れた位置に打ち込んでもよいことは言うまでもない。また、本発明のアンカー釘1を適用する地面敷設材としては、例示した植生マットMに限らず、元の土壌に含まれる不要な草種子の発芽・生育を防ぐための防草シートや、地中への雨水の浸透を抑制するための防水シート等、様々な目的で地面に敷設されるものを包含する。 In the fixing of the vegetation mat M illustrated in FIG. 4, the anchor nail 1 is driven into each fertilizer bag b portion, but it goes without saying that the anchor nail 1 may be driven into a position separated from the fertilizer bag b. Further, the ground laying material to which the anchor nail 1 of the present invention is applied is not limited to the illustrated vegetation mat M, but also a weed-proof sheet for preventing germination and growth of unnecessary grass seeds contained in the original soil, and ground. It includes those laid on the ground for various purposes, such as waterproof sheets for suppressing the penetration of rainwater into the inside.

次に、本発明の地面敷設材用アンカー釘1の製釘方法について説明する。図5で示す製釘工程図において、10は釘材料の金属線であり、線枠100に巻回された状態から繰り出して製釘機Nへ送給する。製釘機Nでは、該金属線10を矯正装置101の複数のローラ101a間を通して湾曲状から直線状に矯正し、続いて送線装置102を介して間欠的に製釘部103へ送り込む。製釘部103では、金属線10の送り方向上流側から順次、開閉自在な一対のダイス6,6からなる挟持装置60と、一対の歯体8,8を装備した切断装置80と、パンチ7を備えたパンチング装置70とが配置しており、金属線10から釘ブランク1aを作製する。そして、製釘部103で作製された釘ブランク1aは、転造機Rにおいてリング加工又はスクリュー加工が施され、本発明の地面敷設材用アンカー釘1となる。 Next, a nail-making method for the anchor nail 1 for the ground laying material of the present invention will be described. In the nail making process diagram shown in FIG. 5, reference numeral 10 denotes a metal wire made of a nail material, which is unwound around the wire frame 100 and fed to the nail making machine N. In the nail making machine N, the metal wire 10 is straightened from a curved shape to a linear shape through a plurality of rollers 101a of the straightening device 101, and then intermittently sent to the nail making portion 103 via the wire sending device 102. In the nail making portion 103, a holding device 60 composed of a pair of dies 6 and 6 that can be opened and closed sequentially from the upstream side in the feeding direction of the metal wire 10, a cutting device 80 equipped with a pair of tooth bodies 8 and 8, and a punch 7 A punching device 70 equipped with the above is arranged, and a nail blank 1a is produced from the metal wire 10. Then, the nail blank 1a produced by the nail making portion 103 is ring-processed or screw-processed in the rolling mill R to become the ground laying material anchor nail 1 of the present invention.

製釘部103での動作を詳しく説明すると、まず図6(a)で示すように、切断装置80の一対の歯体8,8が開状態から閉動することにより、金属線10を両側から挟み込んで絞る切るように切断される。続いて図6(b)で示すように、両歯体8,8の開動と共に挟持装置60の両ダイス6,6が閉動し、両ダイス6,6間で金属線10を挟持した状態でパンチング装置70のパンチ7が前進移動し、両ダイス6,6の先端面から突出した金属線10の切断端部10aを一度だけ打撃することにより、釘頭部11を形成する。次いで図6(c)で示すように、両ダイス6,6が開動し、パンチ7の後退に伴い、先端に釘頭部12を形成した金属線10が送線装置102(図5参照)によって所定長さ送られる。そして図6(d)で示すように、切断装置80の歯体8,8が閉動して金属線10を切断し、同時に釘ブランク1aの尖端13が形成され、この切断した先方側が釘ブランク1aとして落下する。 Explaining the operation of the nail making portion 103 in detail, first, as shown in FIG. 6A, the metal wire 10 is squeezed from both sides by closing the pair of tooth bodies 8 and 8 of the cutting device 80 from the open state. It is cut so that it is sandwiched and squeezed. Subsequently, as shown in FIG. 6B, both dies 6 and 6 of the sandwiching device 60 are closed with the opening of both tooth bodies 8 and 8, and the metal wire 10 is sandwiched between the dies 6 and 6. The punch 7 of the punching device 70 moves forward and hits the cut end portion 10a of the metal wire 10 protruding from the tip surfaces of both dies 6 and 6 only once to form the nail head 11. Next, as shown in FIG. 6 (c), both dies 6 and 6 are opened, and as the punch 7 retracts, the metal wire 10 having the nail head 12 formed at the tip thereof is connected by the wire transmission device 102 (see FIG. 5). It is sent for the specified length. Then, as shown in FIG. 6D, the tooth bodies 8 and 8 of the cutting device 80 are closed to cut the metal wire 10, and at the same time, the tip 13 of the nail blank 1a is formed, and the cut end side is the nail blank. It falls as 1a.

しかして、本発明の製釘方法では、既述の第一及び第二実施形態のアンカー釘1A,1Bのように、鍔径が17mm以上という大きな楕円形の釘頭部12を形成する必要がある。しかるに、両ダイス6,6及びパンチ7として一般的な仕様のもの、つまり互いの対接面が平坦なものでは、そもそも釘軸部11のブランク径Dが7mm程度の場合に、鍔径17mm以上の釘頭部12は形成不可能であることが判明している。すなわち、パンチングによる釘頭部12の形成は、両ダイス6,6の先端面から突出した金属線10の切断端部10aを構成する金属材が打圧力で周辺へ展延することによるが、通常の打撃力では展延不足で大きな径の釘頭部12とならない一方、打撃力を強めた場合はダイス6やパンチ7が破損してしまう。 Therefore, in the nail making method of the present invention, it is necessary to form a large elliptical nail head 12 having a flange diameter of 17 mm or more like the anchor nails 1A and 1B of the first and second embodiments described above. be. However, with general specifications for both dies 6, 6 and punch 7, that is, those with flat contact surfaces with each other, when the blank diameter D of the nail shaft portion 11 is about 7 mm, the flange diameter is 17 mm or more. It has been found that the nail head 12 of the above cannot be formed. That is, the formation of the nail head 12 by punching is usually due to the metal material forming the cut end portion 10a of the metal wire 10 protruding from the tip surfaces of both dies 6 and 6 spreading to the periphery by striking pressure. With the striking force of, the nail head 12 having a large diameter cannot be obtained due to insufficient spreading, but when the striking force is increased, the die 6 and the punch 7 are damaged.

このような事情から、本発明者らは、充分な径の釘頭部12を実現するために、ダイス6及びパンチ7について相互の対接面の形態を様々に変更し、膨大な成形試験を伴う試行錯誤を重ねた。その過程で、釘頭部12を形成するためのパンチングに際し、金属線10の金属材を周辺へ展延移動させ易くするために、ダイス6及びパンチ7の対接面の形態を鋭意検討した。その結果、ダイス6及びパンチ7として、両者の対向面の少なくとも一方に複数本の凹条61,71を平行に形成したものを用いることにより、金属線10の金属材が展延移動し易くなり、もってダイス6及びパンチ7の破損を生じることなく、本発明の地面敷設材用アンカー釘1を安定して量産できることを究明した。 Under these circumstances, in order to realize a nail head 12 having a sufficient diameter, the present inventors variously change the form of the contact surface between the die 6 and the punch 7 and perform an enormous molding test. Repeated trial and error. In the process, in order to facilitate the spread and movement of the metal material of the metal wire 10 to the periphery when punching to form the nail head 12, the morphology of the contact surface of the die 6 and the punch 7 was diligently examined. As a result, by using a die 6 and a punch 7 in which a plurality of recesses 61 and 71 are formed in parallel on at least one of the facing surfaces thereof, the metal material of the metal wire 10 can be easily spread and moved. Therefore, it has been clarified that the anchor nail 1 for the ground laying material of the present invention can be stably mass-produced without causing damage to the die 6 and the punch 7.

更に、釘頭部12を円形ではなく楕円形とし、その長径側で地面敷設材に対する係止幅を確保するという新たな発想から、ダイス6及びパンチ7の対向面の少なくとも一方に形成する凹条61,71を該楕円形の長径E1方向に沿う形にすることにより、長径E1が20mm以上と大きい楕円形の釘頭部12を形成することに成功した。図7及び図8に、本発明に係る地面敷設材用アンカー釘の製釘方法の一実施形態で使用するダイス6とパンチ7を例示する。 Further, from a new idea that the nail head 12 is made elliptical instead of circular and the locking width with respect to the ground laying material is secured on the major axis side thereof, a concave groove formed on at least one of the facing surfaces of the die 6 and the punch 7. By shaping 61 and 71 along the elliptical major axis E1, we succeeded in forming an elliptical nail head 12 having a major axis E1 of 20 mm or more. 7 and 8 illustrate the dies 6 and the punch 7 used in one embodiment of the method for making anchor nails for ground laying materials according to the present invention.

図7(a)(b)では一対の両ダイス6,6を閉状態で示しており、両ダイス6,6間に金属線10(図6参照)を挟むための丸孔6aが構成され、該丸孔6aの先端側開口縁にアンカー釘1の拡径部11a〔図1(a),図3参照〕に対応する拡径部6bを有している。そして、両6,6の先端面(パンチ7との対接面)には、丸孔6aの径に対応する幅の中央部を除いて両側に、両ダイス6,6の合接面方向に沿う複数本(図では片側4本)の凹条61が一定ピッチで形成されると共に、最外側の凹条61の中央部に、該凹条61よりも若干幅広で深い凹部62が同合接面方向に沿って形成されている。 In FIGS. 7A and 7B, a pair of both dies 6 and 6 are shown in a closed state, and a round hole 6a for sandwiching a metal wire 10 (see FIG. 6) is formed between the two dies 6 and 6. A diameter-expanded portion 6b corresponding to the diameter-expanded portion 11a of the anchor nail 1 [see FIGS. 1 (a) and 3] is provided at the tip-side opening edge of the round hole 6a. Then, on the tip surfaces of both dies 6 and 6 (opposite surfaces with the punch 7), on both sides except the central portion of the width corresponding to the diameter of the round hole 6a, in the direction of the junction surface of both dies 6 and 6. A plurality of recesses 61 (four on each side in the figure) are formed at a constant pitch, and recesses 62 slightly wider and deeper than the recesses 61 are joined to the center of the outermost recesses 61. It is formed along the plane direction.

図8(a)(b)で示すパンチ7は、円柱状であり、その端面全体に楕円形の長径方向つまり両ダイス6,6の合接面方向に沿う複数本(図では11本)の凹条71が一定ピッチで形成されている。 The punches 7 shown in FIGS. 8 (a) and 8 (b) are columnar, and a plurality of punches (11 in the figure) along the elliptical major axis direction, that is, the conjunction surface direction of both dies 6 and 6 are formed on the entire end surface thereof. The recesses 71 are formed at a constant pitch.

しかして、既述の図6(a)〜(d)で示す製釘において、図7で示す両ダイス6,6と図8で示すパンチ7とを両者の突条61,71が同方向になる配置で用いれば、パンチングによって形成される釘頭部12が楕円形になり、その表裏面には、各凹条61,71に対応して、図1(b)(c)で示すような長径E1方向に沿う複数本の凸条2が平行に刻設されると共に、釘頭部12の裏面の両側位置には、各ダイス6の凹部62に対応する係止突起3が形成されることになる。 Then, in the nail making shown in FIGS. 6A to 6D described above, the ridges 61 and 71 of both the dies 6 and 6 shown in FIG. 7 and the punch 7 shown in FIG. 8 are oriented in the same direction. When used in this arrangement, the nail head 12 formed by punching becomes elliptical, and the front and back surfaces thereof correspond to the respective recesses 61 and 71, as shown in FIGS. 1 (b) and 1 (c). A plurality of ridges 2 along the major axis E1 direction are engraved in parallel, and locking protrusions 3 corresponding to the recesses 62 of each die 6 are formed at both side positions of the back surface of the nail head 12. become.

なお、楕円形の長径方向に沿う複数本の凹条61,71については、パンチ7と両ダイス6,6の何れか一方側に設けてもよいが、例示のようにパンチ7と両ダイス6,6の両側に設ける方が、パンチング時に金属線10の金属材がより展延移動し易いために好ましい。また、金属線10としては、一般的に軟鋼線が用いられる。 The plurality of recesses 61 and 71 along the major axis direction of the ellipse may be provided on either side of the punch 7 and both dies 6 and 6, but the punch 7 and both dies 6 may be provided as illustrated. It is preferable to provide them on both sides of, 6 because the metal material of the metal wire 10 is more easily spread and moved during punching. Further, as the metal wire 10, a mild steel wire is generally used.

かくして、楕円形の大きな釘頭部12を設けた釘ブランク1aは、既述のように転造機Rにおいてリング加工又はスクリュー加工を施すことで、本発明の地面敷設材用アンカー釘1とする。図9(a)〜d)は該転造機Rによるリング加工を工程順に例示している。このリング加工では、まず図9(a)で示すように、釘ブランク1aをブランク供給ガイド104の先端から送り矢105によって順次押し出し、平行配置する一対のリング形成用プレート9a,9b間に垂直状態で挿入する。両リング形成用プレート9a,9bは各々相互の対向面に目付加工が施されたもので、一方のプレート9aは固定側、他方のプレート9bは可動側であり、固定側のプレート9aに対して可動側のプレート9bが最大限に後退した位置で、挿入された釘ブランク1aを挟持する。次いで、送り矢105が後退すると同時に、図9(b)で示すように、可動側のプレート9bが前進移動を開始し、これに伴って釘ブランク1aが両プレート9a,9b間を回転しつつ前進し、その過程でプレート9a,9bの対向面の目付模様が釘ブランク1aの釘軸部11に転写される。そして、図9(c)で示すように回転する釘ブランク1aが固定側のプレート9aの端部に達すると、図9(d)で示すように可動側のプレート9bが更に前進することで、釘軸部11の尖端13側の略半部に多数のリング状突起4を有する地面敷設材用アンカー釘1Aが放出される。 Thus, the nail blank 1a provided with the large elliptical nail head 12 is subjected to ring processing or screw processing in the rolling mill R as described above to obtain the anchor nail 1 for the ground laying material of the present invention. 9 (a) to 9 (d) exemplify the ring processing by the rolling mill R in the order of processes. In this ring processing, first, as shown in FIG. 9A, the nail blank 1a is sequentially extruded from the tip of the blank supply guide 104 by the feed arrow 105, and is in a vertical state between the pair of ring forming plates 9a and 9b arranged in parallel. Insert with. The plates 9a and 9b for forming both rings are each provided with a basis weight on the facing surfaces thereof. One plate 9a is on the fixed side and the other plate 9b is on the movable side with respect to the plate 9a on the fixed side. The inserted nail blank 1a is sandwiched at a position where the movable plate 9b is retracted to the maximum. Next, at the same time as the feed arrow 105 retracts, as shown in FIG. 9B, the movable plate 9b starts to move forward, and the nail blank 1a rotates between the two plates 9a and 9b accordingly. In the process of advancing, the basis weight pattern on the facing surfaces of the plates 9a and 9b is transferred to the nail shaft portion 11 of the nail blank 1a. Then, when the rotating nail blank 1a reaches the end of the fixed side plate 9a as shown in FIG. 9C, the movable side plate 9b further advances as shown in FIG. 9D. An anchor nail 1A for a ground laying material having a large number of ring-shaped protrusions 4 on a substantially half portion of the nail shaft portion 11 on the tip 13 side is released.

なお、第二実施形態の地面敷設材用アンカー釘1Bのように、釘軸部11の尖端13側の略半部にスクリュー部5を有するものについては、上記転造機Rにおける一対のリング形成用プレート9a,9bに代えて、相互の対向面にスクリュー形状の目付加工を施した固定側及び可動側のプレートを用いればよい。 In addition, like the anchor nail 1B for the ground laying material of the second embodiment, the nail shaft portion 11 having the screw portion 5 in the substantially half portion on the tip 13 side is for forming a pair of rings in the rolling mill R. Instead of the plates 9a and 9b, fixed-side and movable-side plates having screw-shaped basis weight processing on their facing surfaces may be used.

次に、従来汎用のL字形のアンカーピンと、既述した本発明の第一及び第二実施形態に係るアンカー釘1A,1Bについて、保持力及び打込み性の試験を行った。その結果をサイズ及び重量と共に後記表1に示す。なお、供試アンカー具はいずれも、軟鋼線を用いて製作されたものである。そして、アンカー釘1A,1Bは共に、図1(b)(c)で示すの釘頭部12を備え、各凸条2の幅が0.3mm、深さが0.2mmのものである。また、両試験は、打込み対象が本来の土壌では性状のばらつきが極めて大きいため、代替として木材を打込み対象とした。試験方法は次のとおりである。 Next, the holding force and the driving property of the conventional general-purpose L-shaped anchor pin and the anchor nails 1A and 1B according to the first and second embodiments of the present invention described above were tested. The results are shown in Table 1 below along with the size and weight. All of the test anchors are manufactured using mild steel wire. Both the anchor nails 1A and 1B are provided with the nail heads 12 shown in FIGS. 1 (b) and 1 (c), and each of the ridges 2 has a width of 0.3 mm and a depth of 0.2 mm. In both tests, wood was used as an alternative because the properties of the soil to be driven vary greatly in the original soil. The test method is as follows.

〔保持力試験〕
SPF204材の厚板に対し、各アンカー具をハンマーで垂直に深さ100mmまで打ち込んだのち、引張試験機を用いて引抜きに要する力を保持力として測定した。比率はアンカーピンの保持力を100%とした比較である。
[Holding power test]
After each anchoring tool was hammered vertically into a thick plate of SPF204 material to a depth of 100 mm, the force required for pulling out was measured as a holding force using a tensile tester. The ratio is a comparison with the holding force of the anchor pin as 100%.

〔打込み性試験〕
SPF204材の厚板上で各アンカー具を垂直に保持し、ガイド用中空棒を介して重量約2kgで径25mmの円柱状の錘を高さ1mから落下させて各アンカー具の頂部を打撃する方法により、10回の打撃による打込み量を調べた。比率はアンカーピンの打込み量を100%とした比較である。
[Drivability test]
Each anchor is held vertically on a thick plate of SPF204 material, and a cylindrical weight with a weight of about 2 kg and a diameter of 25 mm is dropped from a height of 1 m via a hollow rod for guidance to hit the top of each anchor. By the method, the amount of impact by 10 hits was examined. The ratio is a comparison in which the driving amount of the anchor pin is 100%.

Figure 0006941320
Figure 0006941320













表1から明らかなように、本発明に係るアンカー釘1A,1Bは、従来汎用のL字形のアンカーピンに比較して軽量であるにも関わらず、該アンカーピンよりも保持力が大きい上、打込み性にも優れている。なお、該アンカーピンは、打込み性試験での10回の打撃によって上部側が曲がってしまい、更なる打込みができない状態であった。 As is clear from Table 1, the anchor nails 1A and 1B according to the present invention are lighter than the conventional general-purpose L-shaped anchor pin, but have a larger holding force than the anchor pin. It is also excellent in driving performance. The anchor pin was in a state where it could not be further driven because the upper side was bent by 10 hits in the driving property test.

1,1A,1B 地面敷設材用アンカー釘
10 金属線
11 釘軸部
12 釘頭部
12a 表面
12b 裏面
13 尖端
2 凸条
3 係止突起
4 リング状突起
4a 釘頭側斜面
4b 尖端側斜面
5 スクリュー部
6 パンチ
61 凹条
7 ダイス
71 凹条
8 切断装置
D 釘軸部の径(ブランク径)
E1 長径(鍔径)
E2 短径
Z 平坦部
1,1A, 1B Anchor nail for ground laying material 10 Metal wire 11 Nail shaft 12 Nail head 12a Front surface 12b Back surface 13 Tip 2 Convex 3 Locking protrusion 4 Ring-shaped protrusion 4a Nail head side slope 4b Tip side slope 5 Screw Part 6 Punch 61 Concave 7 Die 71 Concave 8 Cutting device D Nail shaft diameter (blank diameter)
E1 major diameter (brimmed diameter)
E2 short diameter Z flat part

Claims (10)

径6〜9mmで長さ150〜300mmの釘軸部の一端側に、鍔径17mm以上の鍔形をなす釘頭部を有し、該釘軸部の他端側が尖端をなし、釘頭部の表面側と裏面側の少なくとも一方に複数本の凸条が平行に刻設されると共に、釘軸部の少なくとも尖端側半部に、一定ピッチで配置する多数のリング状突起、もしくはスクリュー部が設けられ
釘頭部の鍔形が楕円形であり、前記凸条が該楕円形の長径方向に沿って形成されてなる地面敷設材用アンカー釘。
A nail shaft having a diameter of 6 to 9 mm and a length of 150 to 300 mm has a collar-shaped nail head having a collar diameter of 17 mm or more, and the other end of the nail shaft has a tip. A plurality of ridges are engraved in parallel on at least one of the front surface side and the back surface side of the nail shaft, and a large number of ring-shaped protrusions or screw portions arranged at a constant pitch are formed at least on the tip side half of the nail shaft portion. Provided ,
Anchor nail for ground laying material in which the collar shape of the nail head is elliptical and the ridges are formed along the major axis direction of the ellipse.
前記凸条は、高さが0.05〜0.30mm、幅が0.20〜0.40mmである請求項1に記載の地面敷設材用アンカー釘 The anchor nail for a ground laying material according to claim 1, wherein the ridge has a height of 0.05 to 0.30 mm and a width of 0.25 to 0.40 mm . 前記楕円形の長径が20mm以上である請求項1又は2に記載の地面敷設材用アンカー釘。 The anchor nail for a ground laying material according to claim 1 or 2 , wherein the elliptical major axis is 20 mm or more. 釘頭部の表面側及び裏面側に前記凸条を有し、表面側の凸条が10〜20本、裏面側の凸条が8〜12本である請求項1〜のいずれかに記載の地面敷設材用アンカー釘。 It has the ridge on the first surface and the second surface of the nail head, the surface side of the projections 10 to 20 present, according to any one of claims 1 to 3 back side of the ridge is 8 to 12 present Anchor nails for ground laying materials. 前記リング状突起が断面三角形山形をなすと共に、該断面三角形山形における釘頭側斜面が尖端側斜面よりも急勾配である請求項1〜のいずれかに記載の地面敷設材用アンカー釘。 The anchor nail for a ground laying material according to any one of claims 1 to 4 , wherein the ring-shaped protrusion has a triangular chevron shape in cross section, and the slope on the nail head side in the triangular chevron cross section is steeper than the slope on the tip side. 釘頭部の裏面側の前記凸条は、楕円形の短径方向中央部に設けた釘軸部の径に略相当する幅の平坦部を除く両側に刻設されてなる請求項1〜のいずれかに記載の地面敷設材用アンカー釘。 Claims 1 to 5 are formed by engraving the ridges on the back surface side of the nail head on both sides except for a flat portion having a width substantially corresponding to the diameter of the nail shaft portion provided in the central portion in the minor axis direction of the ellipse. Anchor nails for ground laying materials described in any of. 釘頭部の裏面側における両側部に、前記凸条よりも高く突出する係止突起を有してなる請求項1〜のいずれかに記載の地面敷設材用アンカー釘。 The anchor nail for a ground laying material according to any one of claims 1 to 6 , wherein the nail head has locking protrusions protruding higher than the protrusions on both sides on the back surface side. 径6〜9mmで長さ150〜300mmの釘軸部の一端側に、鍔径17mm以上の鍔形をなす釘頭部を有し、該釘軸部の他端側が尖端をなし、釘頭部の裏面側に複数本の凸条が平行に刻設されると共に、釘軸部の少なくとも尖端側半部に、一定ピッチで配置する多数のリング状突起、もしくはスクリュー部が設けられ、A nail shaft having a diameter of 6 to 9 mm and a length of 150 to 300 mm has a collar-shaped nail head having a collar diameter of 17 mm or more, and the other end of the nail shaft has a tip. A plurality of ridges are engraved in parallel on the back surface side of the nail shaft, and a large number of ring-shaped protrusions or screw portions arranged at a constant pitch are provided at least on the tip side half of the nail shaft portion.
釘頭部の裏面側の前記凸条は、楕円形の短径方向中央部に設けた釘軸部の径に略相当する幅の平坦部を除く両側に刻設されてなる地面敷設材用アンカー釘。The ridges on the back surface side of the nail head are anchors for ground laying materials, which are engraved on both sides except for a flat portion having a width substantially corresponding to the diameter of the nail shaft provided in the central portion in the minor axis direction of the ellipse. nail.
金属線材を切断位置へ送給すると共に、切断位置の手前側にある一対のダイスで該金属線材の先端側を一部突出状態に挟持し、この金属線材の突出した先端を切断位置の先方側にあるパンチで打撃することによって釘頭部を成形し、次いで該金属線材を所定長さ送ったのち、切断位置にある切断装置によって切断端部を尖端形状にして切断する製釘方法において、
前記ダイス及びパンチとして、両者の対向面の少なくとも一方に複数本の凹条を平行形成したものを用い、金属線材として径6〜9mmの軟鋼線を用いてパンチで打撃することにより、釘頭部の鍔形が楕円形であり、凸条が該楕円形の長径方向に沿って形成されるように、表面側と裏面側の少なくとも一方に複数本の凸条が平行に刻設された鍔径17mm以上の鍔形の釘頭部を成形し、釘軸部の長さを150〜300mmとして切断端部を尖端形状にして切断後、釘軸部の少なくとも尖端側半部に、転造によって一定ピッチで配置する多数のリング状突起、もしくはスクリュー部を形成することを特徴とする地面敷設材用アンカー釘の製釘方法。
The metal wire is fed to the cutting position, and the tip side of the metal wire is partially projected by a pair of dies on the front side of the cutting position, and the protruding tip of the metal wire is held on the front side of the cutting position. In the nail making method, the nail head is formed by striking with a punch in the above, and then the metal wire is fed to a predetermined length, and then the cut end is cut into a tip shape by a cutting device at the cutting position.
As the die and punch, a plurality of recesses formed in parallel on at least one of the facing surfaces of both are used, and a mild steel wire having a diameter of 6 to 9 mm is used as a metal wire and hit with a punch to hit the nail head. The nail shape is elliptical, and a plurality of ridges are engraved in parallel on at least one of the front side and the back side so that the ridges are formed along the major axis direction of the oval. A flange-shaped nail head of 17 mm or more is formed, the length of the nail shaft is 150 to 300 mm, the cut end is made into a tip shape, and after cutting, at least the tip side half of the nail shaft is fixed by rolling. A method for making anchor nails for ground laying materials, which comprises forming a large number of ring-shaped protrusions or screw portions arranged at a pitch.
金属線材を切断位置へ送給すると共に、切断位置の手前側にある一対のダイスで該金属線材の先端側を一部突出状態に挟持し、この金属線材の突出した先端を切断位置の先方側にあるパンチで打撃することによって釘頭部を成形し、次いで該金属線材を所定長さ送ったのち、切断位置にある切断装置によって切断端部を尖端形状にして切断する製釘方法において、The metal wire is fed to the cutting position, and the tip side of the metal wire is partially projected by a pair of dies on the front side of the cutting position, and the protruding tip of the metal wire is held on the front side of the cutting position. In the nail making method, the nail head is formed by striking with a punch in the above, and then the metal wire is fed to a predetermined length, and then the cut end is cut into a tip shape by a cutting device at the cutting position.
前記ダイス及びパンチとして、両者の対向面の少なくとも一方に複数本の凹条を平行形成したものを用い、金属線材として径6〜9mmの軟鋼線を用いてパンチで打撃することにより、釘頭部の裏面側の凸条が、楕円形の短径方向中央部に設けた釘軸部の径に略相当する幅の平坦部を除く両側に刻設されるように、裏面側に複数本の凸条が平行に刻設された鍔径17mm以上の鍔形の釘頭部を成形し、釘軸部の長さを150〜300mmとして切断端部を尖端形状にして切断後、釘軸部の少なくとも尖端側半部に、転造によって一定ピッチで配置する多数のリング状突起、もしくはスクリュー部を形成することを特徴とする地面敷設材用アンカー釘の製釘方法。As the die and punch, a plurality of recesses formed in parallel on at least one of the facing surfaces of both are used, and a mild steel wire having a diameter of 6 to 9 mm is used as a metal wire and the nail head is hit with a punch. Multiple protrusions on the back surface side so that the ridges on the back surface side are engraved on both sides except for the flat portion having a width substantially corresponding to the diameter of the nail shaft portion provided in the central portion in the minor axis direction of the elliptical shape. A nail head with a flange diameter of 17 mm or more in which strips are engraved in parallel is formed, the length of the nail shaft is 150 to 300 mm, the cut end is made into a tip shape, and then at least the nail shaft is cut. A method for making anchor nails for ground laying materials, which comprises forming a large number of ring-shaped protrusions or screw portions arranged at a constant pitch by rolling on the tip side half portion.
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