JP6699997B2 - Tile fixing screw nail - Google Patents

Tile fixing screw nail Download PDF

Info

Publication number
JP6699997B2
JP6699997B2 JP2015119273A JP2015119273A JP6699997B2 JP 6699997 B2 JP6699997 B2 JP 6699997B2 JP 2015119273 A JP2015119273 A JP 2015119273A JP 2015119273 A JP2015119273 A JP 2015119273A JP 6699997 B2 JP6699997 B2 JP 6699997B2
Authority
JP
Japan
Prior art keywords
nail
screw
roof tile
ring
head
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2015119273A
Other languages
Japanese (ja)
Other versions
JP2017002624A (en
Inventor
後藤 哲也
哲也 後藤
野田 徹
徹 野田
貴博 狭間
貴博 狭間
Original Assignee
アマテイ株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by アマテイ株式会社 filed Critical アマテイ株式会社
Priority to JP2015119273A priority Critical patent/JP6699997B2/en
Publication of JP2017002624A publication Critical patent/JP2017002624A/en
Application granted granted Critical
Publication of JP6699997B2 publication Critical patent/JP6699997B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

本発明は、瓦を桟木、下葺材及び野地板にわたって固定するための瓦固定用ねじ釘に関する。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof tile fixing screw nail for fixing a roof tile over a shackle, an underlaying material and a base plate.

従来、屋根葺きに使用される瓦は、上面から瓦に形成された釘穴を挿通して桟木、下葺材及び野地板の順に、ねじ釘を打ち込むことによって、桟木、下葺材及び野地板に固定されている。この種のねじ釘としては、ねじ釘が打ち込まれたときに、瓦の上面に係止される頭部と、瓦の釘穴に位置する円柱状のスムース部(ねじ無し部)と、桟木の内部に位置するねじ部と、下葺材及び野地板の内部に位置する抜け止め部と、を有するねじ釘が知られている(特許文献1参照)。   Conventionally, roof tiles that are used for roofing are fixed to the pier, the roofing material and the ground board by inserting the nail holes formed in the roof tile from the top surface and driving the screw nails in this order Has been done. As this kind of screw nail, when the screw nail is driven, the head that is locked to the upper surface of the roof tile, the cylindrical smooth portion (no screw portion) located in the nail hole of the roof tile, and the pier A screw nail having a screw portion located inside and a retaining portion located inside the underlaying material and the base plate is known (see Patent Document 1).

特許第4861575号公報Japanese Patent No. 4861575

しかしながら、前記従来のねじ釘では、スムース部(ねじ無し部)の長さが瓦の厚さと同一であり、ねじ部の長さが桟木の厚さと同一であり、リング部のピッチが下葺材の厚さよりも大きくなっているため、又、ねじ部一端に形成される頭部の構造に充分な配慮がなされていなかったため、ねじ釘を桟木、下葺材及び野地板に打ち込んだときに、頭部が瓦の上面に係止され、スムース部が瓦の釘穴を挿通し、ねじ部が桟木の内部を貫通し、リング部が下葺材及び野地板の内部を貫通して、瓦を固定しているが、台風等の大雨時において、瓦とこの上面に係止される頭部との間から雨水が浸入し、この雨水がねじ部の螺旋状の谷部を伝って桟木の内部を通過し、雨水がリング部と下葺材との間の僅かな隙間を伝って下葺材の内部を通過することによって、野地板に雨水が浸入する問題があった。   However, in the conventional screw nail, the length of the smooth portion (non-threaded portion) is the same as the thickness of the roof tile, the length of the screw portion is the same as the thickness of the pier, and the pitch of the ring portion is the same as that of the underlaying material. Since it is thicker than the thickness and the structure of the head formed at one end of the screw part was not fully considered, when the screw nail was driven into the pier, the underlaying material and the ground plate, the head Is locked to the upper surface of the roof tile, the smooth part penetrates the nail hole of the roof tile, the screw part penetrates the inside of the pier, the ring part penetrates the inside of the underlaying material and the ground plate, and the roof tile is fixed. However, in the event of heavy rain such as a typhoon, rainwater penetrates between the roof and the head that is locked on the top surface, and this rainwater passes through the inside of the pier along the spiral valley of the screw part. However, there is a problem that rainwater penetrates into the base plate when the rainwater passes through the inside of the lower lumber through a slight gap between the ring portion and the lower lumber.

本発明は、上述の事情に鑑みて、瓦を桟木、下葺材及び野地板にわたって固定するための瓦固定用ねじ釘において、瓦の釘穴への雨水の浸入を可能なかぎり阻止すると共に、ねじ釘の引抜耐力を向上させ、野地板への雨水の浸入を確実に防止することができる瓦固定用ねじ釘を提供することを目的としている。   In view of the above-mentioned circumstances, the present invention, in the roof tile fixing screw nail for fixing the roof tile over the stile, the underlaying material and the base plate, prevents rainwater from entering the nail hole of the roof tile as much as possible, and screws. An object of the present invention is to provide a roof tile fixing screw nail capable of improving pulling-out strength of nails and reliably preventing rainwater from entering the base plate.

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の発明に係る瓦固定用ねじ釘1は、図4に示すように、瓦11を桟木12、下葺材13及び野地板14にわたって固定するための瓦固定用ねじ釘であって、軸部3と、軸部3の一端に大径に形成された頭部2と、軸部3の他端に先尖状に形成された先端部4と、を備え、軸部3は、頭部2の裏面直下2aから軸部中途部3aに向かって形成された螺旋状突条5a1からなるねじ部5aと、ねじ部5aに続いて軸部中途部3aから先端部4側に向かって形成された環状突条5b1の群からなるリング部5bと、を有し、リング部5bのピッチP2(図3)が下葺材13の厚さT3(図4)よりも小さく形成されてなり、
前記軸部の一端に形成される前記頭部2は、図5に示すように、瓦11の釘穴11aに挿通される軸部3のねじ部5aが釘穴11a内を径方向に偏位して、ねじ部5aの螺旋状突条5a1が釘穴内壁11a1に接触した状態で、ねじ部中心5aGから偏位距離の最も大きな釘穴内壁11a2までの距離を半径r1とする仮想円形に対して、これよりも大きな半径r2の円形状頭部2に形成されてなり、
前記軸部3のねじ部5aは、図4に示すように、瓦11の釘穴11a内と、桟木12の内部とにわたって位置する長さに形成され、前記軸部3のリング部5bは桟木12の内部における下部から野地板14を貫通する長さに形成され、
且つ、図1に示すように、前記リング部5bはその外径がねじ部5aに続いて軸部中途部3a側から先端部4側に向かって縮径するテーパ状に形成された構成よりなる。
If the means for achieving the above-mentioned object is shown with the reference numerals of the drawings, the roof tile fixing screw nail 1 according to the invention of claim 1 has a roof tile 11 as a pier 12, a roofing material as shown in FIG. 13 is a roof tile fixing screw nail for fixing over the base plate 14 and the base plate 14, the shaft portion 3, a head portion 2 formed with a large diameter at one end of the shaft portion 3, and a pointed tip at the other end of the shaft portion 3. And a threaded portion 5a including a spiral protrusion 5a1 formed from a portion 2a immediately below the back surface of the head 2 toward the shaft intermediate portion 3a, and a screw portion 5a. And a ring portion 5b formed of a group of annular projections 5b1 formed from the shaft intermediate portion 3a toward the tip portion 4 side subsequent to the portion 5a, and the pitch P2 (FIG. 3) of the ring portion 5b is lowered. It is formed to have a thickness smaller than the thickness T3 (FIG. 4) of the roofing material 13,
In the head portion 2 formed at one end of the shaft portion, as shown in FIG. 5, the screw portion 5a of the shaft portion 3 which is inserted into the nail hole 11a of the roof tile 11 is radially displaced in the nail hole 11a. Then, with the spiral protrusion 5a1 of the threaded portion 5a in contact with the nail hole inner wall 11a1, the distance from the threaded portion center 5aG to the nail hole inner wall 11a2 having the largest deviation distance is a virtual circle having a radius r1. And is formed on the circular head 2 having a radius r2 larger than this,
As shown in FIG. 4, the screw portion 5a of the shaft portion 3 is formed to have a length that extends over the inside of the nail hole 11a of the roof tile 11 and the inside of the pier 12, and the ring portion 5b of the shaft portion 3 is the pier. It is formed in a length that penetrates the field plate 14 from the lower part inside 12
In addition, as shown in FIG. 1, the ring portion 5b has a taper shape in which the outer diameter of the ring portion 5b is reduced from the shaft portion intermediate portion 3a side toward the tip portion 4 side following the screw portion 5a. ..

請求項の発明は、上記請求項に記載の瓦固定用ねじ釘1において、リング部5bのピッチP2(図3)は0.5mm以上1.9mm以下の範囲とした構成よりなる。 According to the invention of claim 2 , in the roof tile fixing screw nail 1 according to claim 1 , the pitch P2 (FIG. 3) of the ring portion 5b is in the range of 0.5 mm or more and 1.9 mm or less.

請求項の発明は、上記請求項1又は2の瓦固定用ねじ釘1において、リング部5bのテーパ角a(図1)は軸部中途部3aから先端部4にかけて0.10度以上0.30度以下の範囲とした構成よりなる。 According to a third aspect of the present invention, in the roof tile fixing screw nail 1 according to the first or second aspect, the taper angle a (Fig. 1) of the ring portion 5b is 0.10 degrees or more from the shaft portion midway portion 3a to the tip end portion 4. The structure is within a range of 30 degrees or less.

請求項の発明は、請求項1〜の何れかに記載の瓦固定用ねじ釘1において、リング部5bの環状突条5b1の先端部4側の傾斜突条面5b2の傾斜角度d(図3)が頭部2側の傾斜突条面5b3の傾斜角度eよりも大きく形成された構成よりなる。 According to a fourth aspect of the invention, in the roof tile fixing screw nail 1 according to any one of the first to third aspects, the inclination angle d of the inclined ridge surface 5b2 on the tip end 4 side of the annular ridge 5b1 of the ring portion 5b is 3) is formed to be larger than the inclination angle e of the inclined protrusion surface 5b3 on the head 2 side.

以下に、本発明の効果について、図面の参照符号を付して説明すると、本発明では、リング部5bのピッチP2(図3)が下葺材13の厚さT3(図4)よりも小さいから、リング部5bを下葺材13の内部に貫通させたとき、2つ以上の環状突条5b1,5b1が下葺材13の内部に配置されることになるから、リング部5bと下葺材13との接触面積がさらに増加する。したがって、リング部5bと下葺材13との密着性、すなわちシール性をさらに向上させることができるから、野地板14への雨水の浸入を確実に防止することができる。   The effects of the present invention will be described below with reference to the reference numerals of the drawings. In the present invention, the pitch P2 (FIG. 3) of the ring portions 5b is smaller than the thickness T3 (FIG. 4) of the lower roofing member 13. , When the ring portion 5b is penetrated into the lower roofing material 13, two or more annular protrusions 5b1 and 5b1 are arranged inside the lower roofing material 13, so that the ring portion 5b and the lower roofing material 13 are separated from each other. The contact area is further increased. Therefore, it is possible to further improve the adhesion between the ring portion 5b and the lower roofing material 13, that is, the sealing property, so that it is possible to reliably prevent the rainwater from entering the base plate 14.

又、本発明によれば、桟木12、下葺材13及び野地板14にわたってねじ釘1を打ち込んだときに、ねじ部5aが桟木12の内部を螺旋状突条5a1に案内されて螺旋状に回転しながら進入し、打ち込み部分に螺旋状軌跡が形成される。したがって、ねじ釘1を桟木12、下葺材13及び野地板14から引き抜く際に上記螺旋状突条5a1の抵抗を受けるため、引抜耐力を向上させることができ、瓦11を桟木12、下葺材13及び野地板14に強固に固定することができると共に、軸部3が先端部4側に形成され環状突条5b1の群からなるリング部5bを有しているため、桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだときに、リング部5bが下葺材13及び野地板14の内部に進入する。したがって、ねじ釘1を桟木12、下葺材13及び野地板14から引き抜くときに、リング部5bの環状突条5b1の抵抗をも受けて、ねじ釘1の引抜耐力をさらに向上させることができる。   Further, according to the present invention, when the screw nail 1 is driven over the pier 12, the underlaying material 13 and the base plate 14, the screw portion 5a is guided inside the pier 12 by the spiral ridge 5a1 to rotate spirally. While entering, a spiral locus is formed in the driving part. Therefore, when the screw nail 1 is pulled out from the splint 12, the lower roofing material 13 and the base plate 14, the resistance of the spiral ridge 5a1 is received, so that the pulling-out proof strength can be improved, and the roof tile 11 can be pulled up from the splint 12 and the lower roofing material 13. Also, since the shaft portion 3 has a ring portion 5b formed on the side of the tip end portion 4 and formed of a group of annular projections 5b1, it can be firmly fixed to the ground plate 14, and thus the pier 12, the lower roofing member 13, and When the screw nail 1 is driven into the base plate 14, the ring portion 5b enters the inside of the lower roofing material 13 and the base plate 14. Therefore, when the screw nail 1 is pulled out from the splint 12, the underlaying material 13 and the base plate 14, the pulling resistance of the screw nail 1 can be further improved by receiving the resistance of the annular projection 5b1 of the ring portion 5b.

又、本発明によれば、図5に示すように、瓦11の釘穴11aに挿通される軸部3のねじ部5aが釘穴11a内を径方向に偏位して、ねじ部5aの螺旋状突条5a1が釘穴内壁11a1に接触した状態で、ねじ部中心5aGから偏位距離の最も大きな釘穴内壁11a2までの距離を半径r1とする仮想円形に対して、これよりも大きな半径r2の円形状頭部2が軸部3の一端に形成されてなるため、瓦11の釘穴11aに挿通される軸部3のねじ部5aが釘穴11a内を径方向に大きく偏位しても、軸部3の一端に形成される頭部2は常に釘穴11aの開口端を閉塞しており、これがために釘穴11a開口端から釘穴11a内に雨水が浸入するのをできるだけ防止することができる。 Further , according to the present invention , as shown in FIG. 5, the screw portion 5a of the shaft portion 3 which is inserted into the nail hole 11a of the roof tile 11 is displaced in the nail hole 11a in the radial direction so that the screw portion 5a A radius larger than a virtual circle whose radius r1 is the distance from the screw portion center 5aG to the nail hole inner wall 11a2 having the largest deviation distance in a state where the spiral protrusion 5a1 is in contact with the nail hole inner wall 11a1. Since the circular head portion 2 of r2 is formed at one end of the shaft portion 3, the screw portion 5a of the shaft portion 3 which is inserted into the nail hole 11a of the roof tile 11 is largely displaced in the radial direction inside the nail hole 11a. However, the head portion 2 formed at one end of the shaft portion 3 always closes the opening end of the nail hole 11a, which prevents rainwater from entering the nail hole 11a through the opening end of the nail hole 11a. Can be prevented.

又、本発明によれば、軸部3が、頭部2側に形成され螺旋状突条5a1からなるねじ部5aと、先端部4側に形成され環状突条5b1の群からなるリング部5bと、を有し、軸部3のねじ部5aは、瓦11の釘穴11a内と、桟木12の内部とにわたって位置する長さに形成され、リング部5bは桟木12の一部、下葺材13及び野地板14の全部を貫通している。すなわち、ねじ部5aは、桟木12の内部のみを貫通し、下葺材13及び野地板14の内部を貫通していない。言い換えれば、ねじ部5aは桟木12の上側部分の内部を貫通し、リング部5bは、桟木12の下側部分の内部と、下葺材13の内部の全部と、野地板14の内部の全部とを貫通している。すなわち、ねじ部5aが下葺材13及び野地板14の内部を貫通していないから、ねじ釘1の頭部2と瓦11との間の隙間から雨水が浸入したとしても、雨水がねじ部5aの螺旋状突条5a1に案内され、その谷部5a2を伝って桟木12の内部に浸入するが、ねじ部5aに続くリング部5bは軸方向に隣接して設けられた多数の環状突条5b1からなるため、雨水は環状突条5b1に阻止されて環状突条5b1間の谷部5b4に浸入することがない。したがって、野地板14への雨水の浸入を確実に防止することができる。さらに、この場合には、リング部5bは、桟木12の一部と下葺材13の内部の全部を貫通しているから、リング部5bと桟木1の一部および下葺材13との接触面積の増加によって、リング部5bと桟木1の一部および下葺材13との密着性、すなわちシール性を向上させることができる。したがって、雨水がねじ部5aの谷部5a2を伝って桟木12の内部を中途部まで通過したとしても、野地板14への雨水の浸入を確実に防止することができる。
なお且つ、本発明によれば、その外径がリング部5bは頭部2側から先端部4側に向かって縮径するテーパ状、すなわち、その外径が頭部2側から先端部4側に向かって先細り形状に形成されているから、桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだときに、リング部5bが下葺材13の内部に貫通孔が徐々に広がるように打ち込まれるから、リング部5bが下葺材13の内部に隙間なく密着させてシール性を向上させ、野地板14への雨水の浸入をより確実に防止することができる。
Further , according to the present invention , the shaft portion 3 includes the screw portion 5a formed on the head 2 side and formed of the spiral protrusion 5a1, and the ring portion 5b formed on the tip end 4 side and formed of a group of annular protrusions 5b1. And the threaded portion 5a of the shaft portion 3 is formed to have a length that extends over the inside of the nail hole 11a of the roof tile 11 and the inside of the pier 12, and the ring portion 5b is a part of the pier 12, the underlaying material. 13 and the whole ground plate 14 are penetrated. That is, the threaded portion 5a penetrates only the inside of the splint 12 and does not penetrate the interiors of the lower roofing material 13 and the base plate 14. In other words, the screw portion 5a penetrates the inside of the upper portion of the pier 12, and the ring portion 5b forms the inside of the lower portion of the pier 12, the entire interior of the lower roofing material 13, and the entire interior of the field board 14. Penetrates through. That is, since the screw portion 5a does not penetrate the interior of the lower roofing material 13 and the base plate 14, even if rainwater enters through the gap between the head 2 of the screw nail 1 and the roof tile 11, the rainwater will not penetrate the screw portion 5a. Is guided by the spiral ridge 5a1 and penetrates into the interior of the pier 12 along the valley 5a2, but the ring 5b following the screw 5a is provided with a large number of annular ridges 5b1 provided adjacent to each other in the axial direction. Therefore, the rainwater is not blocked by the annular protrusions 5b1 and does not enter the valleys 5b4 between the annular protrusions 5b1. Therefore, it is possible to reliably prevent the rainwater from entering the base plate 14. Furthermore, in this case, since the ring portion 5b penetrates a part of the splint 12 and the entire inside of the lower roofing material 13, the contact area between the ring portion 5b and a part of the spar 1 and the lower roofing material 13 is reduced. By increasing the number, it is possible to improve the adhesion between the ring portion 5b and a part of the splint 1 and the underlaying material 13, that is, the sealing property. Therefore, even if rainwater passes along the valley 5a2 of the screw portion 5a and passes through the inside of the pier 12 to a midway portion, it is possible to reliably prevent the rainwater from entering the field board 14.
Further, according to the present invention, the outer diameter of the ring portion 5b is tapered so as to decrease from the head 2 side to the tip 4 side, that is, the outer diameter is from the head 2 side to the tip 4 side. Since it is formed in a taper shape toward, the ring portion 5b is formed so that the through hole gradually expands inside the lower roof material 13 when the screw nail 1 is driven into the pier 12, the lower roof material 13 and the base plate 14. Since the ring portion 5b is driven, the ring portion 5b can be tightly adhered to the inside of the lower roofing material 13 without any gap to improve the sealing property, and the rainwater can be more reliably prevented from entering the base plate 14.

請求項の発明によれば、リング部5bのピッチP2は0.5mm以上1.9mm以下の範囲であり、下葺材13の厚さT3は、一般に、1.0mm以上4.0mm以下の範囲であり、リング部5bのピッチP2を下葺材13の厚さT3よりも小さいから、リング部5bと下葺材13との密着性、すなわちシール性をさらに向上させることができ、野地板14への雨水の浸入をさらに確実に防止することができる。この場合に2つ以上の環状突条5b1,5b1が下葺材13の内部に配置されることが好ましい。 According to the invention of claim 2 , the pitch P2 of the ring portion 5b is in the range of 0.5 mm or more and 1.9 mm or less, and the thickness T3 of the underlaying material 13 is generally in the range of 1.0 mm or more and 4.0 mm or less. Since the pitch P2 of the ring portion 5b is smaller than the thickness T3 of the lower roofing material 13, it is possible to further improve the adhesion between the ring portion 5b and the lower roofing material 13, that is, the sealability, and to the base plate 14. Infiltration of rainwater can be prevented more reliably. In this case, it is preferable that two or more annular protrusions 5b1 and 5b1 are arranged inside the lower roofing material 13.

請求項の発明によれば、リング部5bのテーパ角a(図1)は軸部中途部3aから先端部4にかけて0.10度以上0.30度以下の範囲からなり、0.10度以下または反対に0.30度以上であれば、リング部5bが打ち込まれる下葺材13に対する密着度、すなわちシール性が不十分となり、0.10度以上0.30度以下の範囲が密着度、すなわちシール性が良好となり、桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだときに、野地板14への雨水の浸入をさらに防止する効果があり、且つ、上記範囲内であれば、リング部5bのテーパ加工が容易に行なうことができ、量産に適する。 According to the invention of claim 3 , the taper angle a (FIG. 1) of the ring portion 5b is in the range of 0.10 degrees or more and 0.30 degrees or less from the shaft middle part 3a to the tip portion 4, and is 0.10 degrees. If it is less than or equal to 0.30 degrees, on the contrary, the degree of adhesion to the underlaying material 13 into which the ring portion 5b is driven, that is, the sealing property becomes insufficient, and the degree of adhesion is in the range of 0.10 degrees to 0.30 degrees, That is, the sealing property becomes good, and when the screw 1 is driven into the pier 12, the underlaying material 13 and the base plate 14, there is an effect of further preventing rainwater from entering the base plate 14, and within the above range. In this case, the ring portion 5b can be easily tapered, which is suitable for mass production.

請求項の発明によれば、図3に示すように、リング部5bの環状突条5b1の先端部4側の傾斜突条面5b2の傾斜角度dが頭部2側の傾斜突条面5b3の傾斜角度eよりも大きく形成されてなるため、リング部5bを下葺材13に打ち込む際にその先端部4側の傾斜突条面5b2が下葺材13に無理なく打ち込まれることになり、リング部5bと下葺材13との間の密着性が良好となり、より有効にシール性を発揮することができる。 According to the invention of claim 4 , as shown in FIG. 3, the inclination angle d of the inclined ridge surface 5b2 on the tip end 4 side of the annular protrusion 5b1 of the ring portion 5b is the inclined ridge surface 5b3 on the head 2 side. Since the ring portion 5b is formed to have a larger inclination angle e, the inclined projection surface 5b2 on the tip 4 side of the ring portion 5b is driven into the lower roofing material 13 without difficulty when the ring portion 5b is driven into the lower roofing material 13. Adhesion between 5b and the underlaying material 13 is improved, and the sealing property can be more effectively exhibited.

本発明の実施形態に係るねじ釘を例示する平面図である。It is a top view which illustrates the screw nail which concerns on embodiment of this invention. 同ねじ釘のねじ部のA−B間を拡大して例示する平面図である。It is a top view which expands and illustrates between A and B of the thread part of the same screw nail. 同ねじ釘のリング部のC−D間を拡大して例示する平面図である。It is a top view which expands and illustrates between C and D of the ring part of the screw nail. 同ねじ釘を瓦の上面から桟木、下葺材及び野地板に打ち込んだ状態を例示し、(a)は全体を例示する縦断側面図、(b)はねじ部及びリング部のE部分を拡大して示す縦断側面図である。The same figure shows an example of a state in which the same screw nail is driven from the top surface of a roof tile to a shackle, a roofing material, and a base plate. (a) is a vertical side view showing the whole, (b) is an enlarged view of the E part of the screw part and ring part. FIG. 本発明の実施形態に係るねじ釘が瓦に打ち込まれたときのねじ釘の頭部とこれに閉塞される瓦の釘穴とねじ部との関係を平面的に表した拡大図である。It is an enlarged view which planarly represented the relationship between the head part of the screw nail when the screw nail which concerns on embodiment of this invention is driven in the roof tile, the nail hole of the roof tile closed by this, and a screw part. 従来技術のねじ釘が瓦に打ち込まれたときのねじ釘の頭部とこれに閉塞される瓦の釘穴とねじ部との関係を平面的に表した拡大図である。FIG. 7 is an enlarged plan view showing the relationship between the head of a screw nail when a conventional screw nail is driven into a roof tile, the nail hole of the roof tile closed by this, and the screw portion.

以下に、本発明に係るねじ釘の実施形態について、図面を参照して具体的に説明する。   Embodiments of a screw nail according to the present invention will be specifically described below with reference to the drawings.

本発明に係るねじ釘1は、図4に示すように、瓦11を桟木12、下葺材13及び野地板14に固定するための瓦固定用のねじ釘である。瓦11は、陶器製の板状部材であって、ねじ釘1が挿通される釘穴11aが形成されており、瓦11の厚さT1は、一般に、10mm以上20mm以下の範囲であって、本実施形態では、10mmである。桟木12は、米松からなる角材であって、桟木12の厚さT2は、一般に、20mm以上30mm以下の範囲であって、本実施形態では、27mmである。下葺材13は、ゴムアスファルトルーフィングからなる防水シートであって、下葺材13の厚さT3は、一般に、1.0mm以上4.0mm以下の範囲であって、本実施形態では、2mmである。野地板14は、杉からなる構造用合板等の屋根下地材であって、野地板14の厚さT4は、一般に、10mm以上30mm以下の範囲であって、本実施形態では、13mmである。本実施形態では、野地板14の上面に下葺材13を敷設固定し、下葺材13の上面に屋根の流れ方向に所定の間隔をあけて桟木12を配置固定し、桟木12の上面に瓦11を敷設した状態で、瓦11の上面に頭部2を係止させ、瓦11の釘穴11aを挿通して桟木12、下葺材13及び野地板14にねじ釘1を打ち込むことによって、瓦11を桟木12、下葺材13及び野地板14に固定している。   As shown in FIG. 4, the screw nail 1 according to the present invention is a screw nail for fixing a roof tile 11 to a stile 12, a lower roofing material 13 and a base plate 14. The roof tile 11 is a plate-shaped member made of earthenware, has a nail hole 11a through which the screw nail 1 is inserted, and the thickness T1 of the roof tile 11 is generally in the range of 10 mm or more and 20 mm or less, In this embodiment, it is 10 mm. The pier 12 is a square bar made of pine, and the thickness T2 of the pier 12 is generally in the range of 20 mm or more and 30 mm or less, and is 27 mm in the present embodiment. The lower roofing material 13 is a waterproof sheet made of rubber asphalt roofing, and the thickness T3 of the lower roofing material 13 is generally in the range of 1.0 mm or more and 4.0 mm or less, and is 2 mm in the present embodiment. The base plate 14 is a roof base material such as a structural plywood made of cedar, and the thickness T4 of the base plate 14 is generally in the range of 10 mm or more and 30 mm or less, and in the present embodiment, 13 mm. In the present embodiment, the lower roofing material 13 is laid and fixed on the upper surface of the base plate 14, the piers 12 are arranged and fixed on the upper surface of the lower mortar material 13 at a predetermined interval in the flow direction of the roof, and the roof tile 11 is fixed on the upper surface of the pier 12. In the state where the roof tile 11 is laid, the head 2 is locked to the upper surface of the roof tile 11, the nail hole 11a of the roof tile 11 is inserted and the screw nail 1 is driven into the pier 12, the underlaying material 13 and the ground plate 14, Are fixed to the pier 12, the underlaying material 13 and the field board 14.

ねじ釘1は、図1に示すように、軸部3と、軸部3の一端に大径に形成された頭部2と、軸部3の他端に先尖状に形成された先端部4と、を備えている。頭部2、軸部3及び先端部4は、SUS304等のステンレス合金により一体的に形成されている。   As shown in FIG. 1, the screw nail 1 includes a shaft portion 3, a head portion 2 formed at one end of the shaft portion 3 with a large diameter, and a tip portion formed at the other end of the shaft portion 3 in a pointed shape. 4 and 4 are provided. The head part 2, the shaft part 3 and the tip part 4 are integrally formed of a stainless alloy such as SUS304.

頭部2は、図1及び図4に示すように、円板形状(一般に、平頭形状)であって、瓦11の上面からねじ釘1を打ち込むときにハンマー等で打撃するための部位であって、ねじ釘1を打ち込んだときに瓦11の上面に係止される部位である。   As shown in FIGS. 1 and 4, the head portion 2 has a disk shape (generally a flat head shape) and is a portion for hitting with a hammer or the like when driving the screw nail 1 from the upper surface of the roof tile 11. Is a portion that is locked to the upper surface of the roof tile 11 when the screw nail 1 is driven.

本発明は、この頭部2の構造に一つの特徴を有するので、図5によって詳述する。図5は、ねじ釘1が瓦に打ち込まれたときのねじ釘1の頭部2とこれに閉塞される瓦11の釘穴11aとねじ釘1のねじ部5aとの関係を平面的に表した拡大図である。   The present invention has one feature in the structure of the head 2, and will be described in detail with reference to FIG. FIG. 5 is a plan view showing the relationship between the head portion 2 of the screw nail 1 when the screw nail 1 is driven into a roof tile, the nail hole 11a of the roof tile 11 closed by the screw nail 1, and the screw portion 5a of the screw nail 1. FIG.

同様に、図6は、従来技術のねじ釘が瓦に打ち込まれたときのねじ釘の頭部とこれに閉塞される瓦の釘穴とねじ部との関係を平面的に表した拡大図である。先ず従来技術について説明すると、ねじ釘が瓦11の釘穴11aから桟木12、下葺材13及び野地板14に打ち込まれたときに、ねじ釘の軸部20が瓦11の釘穴11aの平面視中心部に位置した状態に打ち込まれるのが好ましいが、実際には、軸部20は釘穴11aの中心部から外れ、釘穴11aの内壁11a1側に径方向に偏位して、この偏位内壁11a1に接触した状態で打ち込まれる場合がある。この軸部20が釘穴11a内で径方向に偏位すると軸部20の一端に形成されている頭部21も瓦11の釘穴11aの上面から径方向に偏位して、頭部21が釘穴11aの上面開口部11a3から離脱して、図6に示すように、該上面開口部11a3の一部に頭部2で閉塞されない部分Pが発生し、この開口部分Pより雨水が釘穴11a内に浸入することになる。従来では、頭部2で瓦11の釘穴11aの上面開口部11a3を閉塞するという配慮はなく、該開口部分Pより雨水が釘穴11a内に浸入することはやむを得ない、釘穴11a内に浸入した雨水は下葺材13や野地板14部分で遮断すればよいという思想であった。   Similarly, FIG. 6 is an enlarged view showing in plan view the relationship between the head of a screw nail when a conventional screw nail is driven into a roof tile, the nail hole of the roof tile closed by this, and the screw portion. is there. First, the conventional art will be described. When a screw nail is driven into the pier 12, the underlaying material 13 and the base plate 14 from the nail hole 11a of the roof tile 11, the shaft portion 20 of the screw nail is viewed in plan from the nail hole 11a of the roof tile 11. It is preferable that the shaft portion 20 is driven in a state of being positioned in the center portion, but in reality, the shaft portion 20 is dislocated from the center portion of the nail hole 11a and is radially displaced toward the inner wall 11a1 side of the nail hole 11a, and this displacement is caused. It may be driven while being in contact with the inner wall 11a1. When the shaft portion 20 is radially displaced in the nail hole 11a, the head portion 21 formed at one end of the shaft portion 20 is also radially displaced from the upper surface of the nail hole 11a of the roof tile 11, and the head portion 21 is displaced. 6 separates from the upper surface opening 11a3 of the nail hole 11a, and as shown in FIG. 6, a part P which is not closed by the head 2 is generated in a part of the upper surface opening 11a3, and rainwater is leaked from the opening P. It will penetrate into the hole 11a. Conventionally, there is no consideration of closing the upper surface opening 11a3 of the nail hole 11a of the roof tile 11 with the head 2, and it is unavoidable that rainwater enters the nail hole 11a from the opening P. The idea was that the invading rainwater should be blocked by the underlaying material 13 and the base plate 14.

これに対し、本発明は、できるだけ雨水が瓦11の釘穴11a内へ浸入するのを阻止するという思想に基づくことを特徴とし、本発明では、頭部2の構成を次のようにした。すなわち、瓦11の釘穴11aに挿通される軸部3のねじ部5aが釘穴11a内を径方向に偏位して、ねじ部5aの螺旋状突条5a1が釘穴内壁11a1に接触したときに、ねじ部中心5aGから偏位距離の最も大きなねじ部内壁11a2までの距離を半径r1とする仮想円形に対して、これよりも大きな半径r2の円形状頭部2が軸部3の一端に形成されてなるものとした。これによって、瓦11の釘穴11aに挿通される軸部3のねじ部5aが釘穴11a内を径方向に大きく偏位しても、軸部3の一端に形成される頭部2は常に釘穴11aの開口端を閉塞しており、これがために釘穴11a開口端から釘穴11a内に雨水が浸入するのを確実に防止することができるようにしたものである。一例として、瓦11の釘穴11aの内径を5mmとし、ねじ釘1のねじ部5aの外径を2.9mmとした場合に、外径が7.5mmの頭部2を軸部3の一端部に形成することによって、軸部3のねじ部5aが釘穴11a内を径方向に最大偏位しても頭部2と瓦11の釘穴11aとの間に隙間が発生することがなく、雨水の浸入を可能なかぎり阻止することができる。   On the other hand, the present invention is characterized by the idea of preventing rainwater from entering the nail holes 11a of the roof tile 11 as much as possible, and in the present invention, the configuration of the head 2 is as follows. That is, the screw portion 5a of the shaft portion 3 which is inserted into the nail hole 11a of the roof tile 11 is displaced in the radial direction in the nail hole 11a, and the spiral protrusion 5a1 of the screw portion 5a contacts the nail hole inner wall 11a1. At the time, a circular head 2 having a radius r2 larger than this is applied to one end of the shaft 3 with respect to a virtual circle having a radius r1 from the center 5aG of the screw portion to the inner wall 11a2 of the screw portion having the largest displacement distance. It is supposed to be formed. Thereby, even if the screw portion 5a of the shaft portion 3 inserted into the nail hole 11a of the roof tile 11 is largely displaced in the nail hole 11a in the radial direction, the head portion 2 formed at one end of the shaft portion 3 is always The opening end of the nail hole 11a is closed so that rainwater can be reliably prevented from entering the nail hole 11a from the opening end of the nail hole 11a. As an example, when the inner diameter of the nail hole 11a of the roof tile 11 is 5 mm and the outer diameter of the screw portion 5a of the screw nail 1 is 2.9 mm, the head 2 having an outer diameter of 7.5 mm is attached to one end of the shaft portion 3. By forming the screw portion 5a of the shaft portion 3 in the nail hole 11a in the radial direction, even if the screw portion 5a of the shaft portion 3 is displaced to the maximum in the radial direction, a gap is not generated between the head portion 2 and the nail hole 11a of the roof tile 11. Ingress of rainwater can be prevented as much as possible.

この場合、従来技術にあっては、瓦11の釘穴11aに位置する軸部3のスムース部(ねじ無し部)は桟木12等の内部に位置する軸部3のねじ部に比べて外径が小径となっているため、それだけ釘穴11a内での偏位量が多く、それにつれて頭部21の偏位量も多いから、この面からも頭部21は釘穴11aの上面開口部から大きく離脱して開口部分Pが大きく表れる傾向にあった。   In this case, in the prior art, the smooth portion (non-threaded portion) of the shaft portion 3 located in the nail hole 11a of the roof tile 11 has an outer diameter larger than that of the screw portion of the shaft portion 3 located inside the pier 12. Has a small diameter, the displacement amount in the nail hole 11a is large, and accordingly, the displacement amount of the head 21 is also large. There was a tendency for the opening P to appear largely due to the large separation.

しかるに、本発明では、瓦11の釘穴11aに位置する軸部3のねじ部5aは桟木12等の内部に位置する軸部3のねじ部5aと同径であり、従来技術のスムース部(ねじ無し部)に比べて径大に形成されているから、その分だけ軸部3の釘穴11a内での偏位量が少ないから、それにつれて頭部2の偏位量も少なく釘穴11aの上面開口部11a3から離脱することがなく、雨水の浸入を阻止することができる。   However, in the present invention, the threaded portion 5a of the shaft portion 3 located in the nail hole 11a of the roof tile 11 has the same diameter as the threaded portion 5a of the shaft portion 3 located inside the pier 12, etc. Since the diameter is larger than that of the non-screwed portion), the displacement amount of the shaft portion 3 in the nail hole 11a is small by that much, and accordingly, the displacement amount of the head portion 2 is small and the nail hole 11a is small. It is possible to prevent rainwater from entering without being separated from the upper surface opening 11a3.

軸部3は、図4に示すように、頭部2の裏面側に直結し隣接して形成され螺旋状突条5a1からなるねじ部5aと、ねじ部5aと先端部4との間に形成され環状突条5b1の群からなるリング部5bと、を有している。   As shown in FIG. 4, the shaft portion 3 is formed between the screw portion 5 a and the screw portion 5 a and the tip portion 4 which are directly connected to the back surface side of the head portion 2 and are formed adjacent to each other and each of which is formed of a spiral protrusion 5 a 1. And a ring portion 5b composed of a group of annular protrusions 5b1.

ねじ部5aは、図4に示すように、瓦11の上面から桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだとき、該ねじ部5aの螺旋状突条5a1は瓦11及び桟木12の内部に位置する。ねじ部5aの螺旋状突条5a1は多条ねじであって、本実施形態では、4条ねじである。ねじ部5aのピッチP1(図2)は1.45mmであり、ねじ部5aのリード角は45度であり、ねじ部5aのねじ山の角度cは60度である。また、ねじ部5aの外径D2(図1)は2.9mmである。また、ねじ部5aの長さL1(図4)は33mmで、瓦11の厚さT1よりも大きく、瓦11の厚さT1と桟木12の厚さT2との合計長さよりも小さくなっている。このため、ねじ部5aは、瓦11の釘穴11aに挿通され、桟木12の内部のみ位置し、下葺材13及び野地板14の内部を貫通しないようになっている。   As shown in FIG. 4, when the screw nail 5 is driven from the upper surface of the roof tile 11 into the pier 12, the lower roofing material 13 and the ground plate 14, the screw portion 5a has the spiral projection 5a1 of the roof tile 11 and the roof tile 11. Located inside the pier 12. The spiral protrusion 5a1 of the screw portion 5a is a multiple thread, and in the present embodiment, is a four thread. The pitch P1 (FIG. 2) of the screw portion 5a is 1.45 mm, the lead angle of the screw portion 5a is 45 degrees, and the angle c of the screw thread of the screw portion 5a is 60 degrees. The outer diameter D2 (FIG. 1) of the threaded portion 5a is 2.9 mm. The length L1 (FIG. 4) of the threaded portion 5a is 33 mm, which is larger than the thickness T1 of the roof tile 11 and smaller than the total length of the thickness T1 of the roof tile 11 and the thickness T2 of the pier 12. .. For this reason, the threaded portion 5a is inserted into the nail hole 11a of the roof tile 11, is located only inside the pier 12, and does not penetrate through the inside of the lower roofing material 13 and the ground board 14.

リング部5bは、図4に示すように、瓦11の上面から桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだとき、桟木12の下側部分の内部と、下葺材13及び野地板14の内部とにリング部5bの環状突条5b1が位置する。リング部5bの環状突条5b1は、図3に示すように、軸方向に等配された円柱状の平坦状谷部5b4の間に設けられた軸方向断面が山形の突起であって、該環状突条5b1の先端部側の傾斜突条面5b2の傾斜角度dが頭部側の傾斜突条面5b3の傾斜角度eよりも大きく形成されている。この実施例では、先端部側の傾斜突条面5b2の傾斜角度dは60度であり、頭部側の傾斜突条面5b3の傾斜角度eは30度である。すなわち、環状突条5b1の先端部側の傾斜突条面5b2の傾斜角度dが頭部側の傾斜突条面5b3の傾斜角度eよりも大きく形成されているため、リング部5bを下葺材13の内部に打ち込んだ時に生成される貫通孔の内径がリング部5bの外径よりも大きくなることがなく、リング部5bが下葺材13の内部に隙間なく密着してシール性を良好に維持し、野地板14への雨水の浸入をより確実に防止することができる。また、リング部5bのピッチP2(図3)は、0.8mmであって、下葺材13の厚さT3(2mm)よりも小さくなっている。このため、図4(b)に示すように、リング部5bを下葺材13の内部に貫通させたとき、2つの環状突条5b1,5b1が下葺材13の内部に配置されることになるから、リング部5bと下葺材13との接触面積がさらに増加する。これにより、リング部5bと下葺材13との密着性、すなわちシール性をさらに向上させることができるから、野地板14への雨水の浸入を確実に防止することができる。   As shown in FIG. 4, when the screw nail 1 is driven from the upper surface of the roof tile 11 into the pier 12, the lower roofing material 13 and the ground plate 14, the ring portion 5b is provided inside the lower portion of the pier 12 and the lower roofing material 13 and The annular protrusion 5b1 of the ring portion 5b is located inside the field plate 14. As shown in FIG. 3, the annular protrusion 5b1 of the ring portion 5b is a protrusion having a mountain-shaped cross section in the axial direction, which is provided between the cylindrical flat valley portions 5b4 equally arranged in the axial direction. The inclination angle d of the inclined protrusion surface 5b2 on the tip end side of the annular protrusion 5b1 is formed to be larger than the inclination angle e of the inclined protrusion surface 5b3 on the head side. In this embodiment, the inclination angle d of the inclined ridge surface 5b2 on the tip side is 60 degrees, and the inclination angle e of the inclined ridge surface 5b3 on the head side is 30 degrees. That is, since the inclination angle d of the inclined ridge surface 5b2 on the tip end side of the annular ridge 5b1 is formed to be larger than the inclination angle e of the inclined ridge surface 5b3 on the head side, the ring portion 5b is attached to the underlaying material 13. The inner diameter of the through-hole generated when it is driven inside does not become larger than the outer diameter of the ring portion 5b, and the ring portion 5b closely adheres to the inside of the underlaying material 13 without any gap to maintain good sealing performance. It is possible to prevent rainwater from entering the field board 14 more reliably. The pitch P2 (FIG. 3) of the ring portion 5b is 0.8 mm, which is smaller than the thickness T3 (2 mm) of the lower roofing material 13. Therefore, as shown in FIG. 4( b ), when the ring portion 5 b is penetrated through the inside of the lower roofing material 13, two annular protrusions 5 b 1 and 5 b 1 are arranged inside the lower roofing material 13. The contact area between the ring portion 5b and the lower roofing material 13 is further increased. As a result, the adhesion between the ring portion 5b and the lower roofing material 13, that is, the sealing property can be further improved, so that the infiltration of rainwater into the base plate 14 can be reliably prevented.

リング部5bの外径は、図1から目視で判別することはできないが、その頭部2側から先端部4側に向かって縮径するテーパ角度a、すなわち、頭部2側、正確には軸部の長手方向中程3aから先端部4側に向かって微小な先細り形状に形成されている。リング部5bの頭部2側の最大外径D3(図1)は、2.75mmであり、リング部5bの先端部4側の最小外径D4は、2.64mmで、リング部5bの長さL2(図4)は、26.4mmである。したがって、リング部5bのテーパ角aは、0.12度である。   The outer diameter of the ring portion 5b cannot be visually determined from FIG. 1, but the taper angle a is reduced from the head 2 side toward the tip 4 side, that is, the head 2 side, to be exact, The shaft portion is formed in a minute taper shape from the middle 3a in the longitudinal direction toward the tip portion 4 side. The maximum outer diameter D3 (FIG. 1) of the ring portion 5b on the head 2 side is 2.75 mm, the minimum outer diameter D4 of the ring portion 5b on the distal end portion 4 side is 2.64 mm, and the length of the ring portion 5b is The length L2 (FIG. 4) is 26.4 mm. Therefore, the taper angle a of the ring portion 5b is 0.12 degrees.

また、本実施形態では、ねじ部5aは、螺旋状突条5a1のみからなり、前記特許文献所載の従来の発明のように、螺旋状突条5a1上に環状の溝部等が形成されていない。本実施形態では、螺旋状突条上に環状の溝部が形成されたねじ部を有する従来のねじ釘に比して、ねじ部5aの桟木12に対する締結力を強固にすることができるから、ねじ釘1を桟木12、下葺材13及び野地板14から引き抜く際の引抜耐力を向上させることができる。   Further, in the present embodiment, the screw portion 5a is composed of only the spiral protrusion 5a1, and no annular groove or the like is formed on the spiral protrusion 5a1 as in the conventional invention described in the patent document. .. In the present embodiment, the fastening force of the threaded portion 5a with respect to the splint 12 can be strengthened as compared with the conventional screw nail having the threaded portion in which the annular groove is formed on the spiral protrusion. It is possible to improve the pulling resistance when the nail 1 is pulled out from the pier 12, the underlaying material 13 and the base plate 14.

先端部4は、四角錐形状(一般に、角先形状)の部位であって、図4に示すように、瓦11の上面から桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだとき、野地板14の下面側に突出する部位である。先端部4の長さL3は、5.6mmである。先端部4の先尖角bは、図1に示すように、25度であって、先端部4の先尖角bを従来の先端部の先尖角(例えば、35度)よりも小さくすることができるから、桟木12、下葺材13及び野地板14にねじ釘1を打ち込みやすくなる。   The tip portion 4 is a quadrangular pyramid-shaped portion (generally a rectangular tip shape), and as shown in FIG. 4, the screw nail 1 is driven from the upper surface of the roof tile 11 to the pier 12, the lower roofing material 13 and the field board 14. At this time, it is a portion that projects to the lower surface side of the base plate 14. The length L3 of the tip portion 4 is 5.6 mm. As shown in FIG. 1, the tip angle b of the tip portion 4 is 25 degrees, and the tip angle b of the tip portion 4 is made smaller than that of a conventional tip portion (for example, 35 degrees). Therefore, the screw nail 1 can be easily driven into the pier 12, the lower roofing material 13, and the base plate 14.

しかして、本発明によれば、上述した実施形態から示唆されるように、軸部3が頭部2側に形成され螺旋状突条5a1からなるねじ部5aを有しているため、桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだときに、ねじ部5aが桟木12の内部を螺旋状に回転しながら進入し、打ち込み部分に螺旋状突起が形成され、ねじ釘1を桟木12、下葺材13及び野地板14から引き抜く際に打ち込み部分の螺旋状突起の抵抗によって引抜耐力を向上させることができ、瓦11を桟木12、下葺材13及び野地板14に強固に固定することができる。さらに、本発明によれば、軸部3が先端部4側に形成され環状突条5b1の群からなるリング部5bを有しているため、桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだときに、リング部5bが下葺材13及び野地板14の内部に進入する。したがって、ねじ釘1を桟木12、下葺材13及び野地板14から引き抜くときに、リング部5bの環状突条5b1の抵抗を受け、ねじ釘1の引抜耐力をさらに向上させることができる。   Thus, according to the present invention, as suggested by the above-described embodiment, the shaft portion 3 has the screw portion 5a formed on the head portion 2 side and formed of the spiral ridge 5a1. When the screw nail 1 is driven into the lower roofing material 13 and the base plate 14, the screw portion 5a enters while rotating in the interior of the splint 12 in a spiral shape, and a spiral protrusion is formed in the driven portion, so that the screw nail 1 is It is possible to improve the pulling-out resistance by the resistance of the spiral projection of the hammered part when pulling out from the pier 12, the lower roofing material 13 and the base plate 14, and firmly fix the roof tile 11 to the pier 12, the lower roofing member 13 and the base plate 14. be able to. Further, according to the present invention, since the shaft portion 3 has the ring portion 5b formed on the side of the tip portion 4 and formed of the group of the annular protrusions 5b1, the sprue 12, the lower roofing member 13 and the ground plate 14 are screwed and nailed. When 1 is driven in, the ring portion 5b enters the inside of the underlaying material 13 and the base plate 14. Therefore, when the screw nail 1 is pulled out from the splint 12, the underlaying material 13 and the base plate 14, the pulling resistance of the screw nail 1 can be further improved by receiving the resistance of the annular projection 5b1 of the ring portion 5b.

さらに、本発明によれば、軸部3が、頭部2側に形成され螺旋状突条5a1からなるねじ部5aと、先端部4側に形成され環状突条5b1の群からなるリング部5bと、を有し、軸部3のねじ部5aは、瓦11の釘穴11a内と、桟木12の内部とにわたって位置する長さに形成されてなるから、桟木12、下葺材13及び野地板14にねじ釘1を打ち込んだときに、ねじ部5aは桟木12の内部を貫通し、リング部5bは下葺材13及び野地板14の内部を貫通している。すなわち、ねじ部5aは、桟木12の内部のみを貫通し、下葺材13及び野地板14の内部を貫通していない。この場合には、ねじ部5aが下葺材13及び野地板14の内部を貫通していないから、ねじ釘1の頭部2と瓦11との間の隙間から雨水が浸入したとしても、雨水はねじ部5aの螺旋状の谷部5a2を伝って桟木12の内部に浸入するが、ねじ部5aに続くリング部5bは軸方向に隣接して設けられた多数の環状突条5b1からなるため、雨水は環状突条5b1に阻止されて環状突条5b1間の谷部5b4に浸入することがないから、雨水が下葺材13及び野地板14の内部に浸入することがない。したがって、野地板14への雨水の浸入を確実に防止することができる。さらに、リング部5bは、下葺材13の内部の全部を貫通しているから、リング部5bと下葺材13との接触面積の増加によって、リング部5bと下葺材13との密着性、すなわちシール性を向上させることができる。したがって、雨水がねじ部5aの谷部5a2を伝って桟木12の内部をその中途部まで通過したとしても、野地板14への雨水の浸入を確実に防止することができる。   Further, according to the present invention, the shaft portion 3 includes the screw portion 5a formed on the head 2 side and formed of the spiral protrusion 5a1 and the ring portion 5b formed on the tip end 4 side and formed of a group of annular protrusions 5b1. And the screw portion 5a of the shaft portion 3 is formed to have a length that extends over the inside of the nail hole 11a of the roof tile 11 and the inside of the pier 12. Therefore, the pier 12, the lower roofing material 13, and the base plate are formed. When the screw nail 1 is driven into the screw 14, the screw portion 5a penetrates the inside of the splint 12, and the ring portion 5b penetrates the inside of the underlaying material 13 and the ground plate 14. That is, the threaded portion 5 a penetrates only the inside of the splint 12 and does not penetrate the inside of the lower roofing material 13 and the bottom plate 14. In this case, since the screw portion 5a does not penetrate the inside of the lower roofing material 13 and the bottom plate 14, even if rainwater enters from the gap between the head 2 of the screw nail 1 and the roof tile 11, Although it penetrates into the inside of the pier 12 along the spiral valley portion 5a2 of the screw portion 5a, the ring portion 5b following the screw portion 5a is composed of a large number of annular protrusions 5b1 provided adjacent to each other in the axial direction. Since rainwater is not blocked by the annular ridges 5b1 and does not enter the valleys 5b4 between the annular ridges 5b1, the rainwater does not enter the inside of the lower roofing material 13 and the field board 14. Therefore, it is possible to reliably prevent the rainwater from entering the base plate 14. Furthermore, since the ring portion 5b penetrates the entire inside of the lower roofing material 13, the contact area between the ring portion 5b and the lower roofing material 13 is increased by the increase in the contact area between the ring portion 5b and the lower roofing material 13, that is, the seal. It is possible to improve the sex. Therefore, even if rainwater passes through the valley 5a2 of the screw portion 5a and passes through the inside of the pier 12 to a midway portion thereof, it is possible to reliably prevent the rainwater from entering the field board 14.

又、本発明によれば、リング部5bのピッチP2が下葺材13の厚さT3よりも小さいから、リング部5bを下葺材13の内部に貫通させたとき、2つ以上の環状突条5b1,5b1が下葺材13の内部に配置されることになるから、リング部5bと下葺材13との接触面積がさらに増加する。したがって、リング部5bと下葺材13との密着性、すなわちシール性をさらに向上させることができるから、野地板14への雨水の浸入を確実に防止することができる。   Further, according to the present invention, since the pitch P2 of the ring portion 5b is smaller than the thickness T3 of the lower roof material 13, when the ring portion 5b is penetrated into the lower roof material 13, two or more annular protrusions 5b1 are formed. , 5b1 are arranged inside the lower roofing material 13, so that the contact area between the ring portion 5b and the lower roofing material 13 is further increased. Therefore, it is possible to further improve the adhesion between the ring portion 5b and the lower roofing material 13, that is, the sealing property, so that it is possible to reliably prevent the rainwater from entering the base plate 14.

1 ねじ釘
2 頭部
2a 頭部の裏面直下
3 軸部
3a 軸部中途部
4 先端部
5a ねじ部
5a1 螺旋状突条
5a2 谷部
5aG ねじ部中心
5b リング部
5b1 環状突条
5b2 先端部側の傾斜突条面
5b3 頭部側の傾斜突条面
5b4 谷部
11 瓦
11a 釘穴
11a1 釘穴内壁
11a2 釘穴内壁
11a3 上面開口部
12 桟木
13 下葺材
14 野地板
a リング部のテーパ角
b 先端部の先尖角
c ねじ部のねじ山の角度
d 先端部側の傾斜突条面の傾斜角
e 頭部側の傾斜突条面の傾斜角
r1 ねじ部中心から偏位距離の最も大きな釘穴内壁までの距離
r2 r1よりも大きな距離
D1 頭部の外径
D2 ねじ部の外径
D3 リング部の最大外径
D4 リング部の最小外径
L1 ねじ部の長さ
L2 リング部の長さ
L3 先端部の長さ
P 開口部分
P1 ねじ部のピッチ
P2 リング部のピッチ
T1 瓦の厚さ
T2 桟木の厚さ
T3 下葺材の厚さ
T4 野地板の厚さ
1 screw nail 2 head 2a just below the back surface of the head 3 shaft part 3a shaft part midway part 4 tip part 5a screw part 5a1 spiral protrusion 5a2 valley 5aG screw part center 5b ring part 5b1 annular protrusion 5b2 on the tip side Inclined ridge surface 5b3 Head side inclined ridge surface 5b4 Valley 11 Roof tile 11a Nail hole 11a1 Nail hole inner wall 11a2 Nail hole inner wall 11a3 Top opening 12 Pier 13 Lower roofing material 14 Field plate a Ring taper angle b Tip Point angle c Thread angle of thread d Angle of slanted ridge surface on tip side e Angle of slanted ridge surface on head side r1 Nail hole inner wall with the largest deviation from the screw center Distance to r2 Larger than r1 D1 Head outer diameter D2 Screw part outer diameter D3 Ring part maximum outer diameter D4 Ring part minimum outer diameter L1 Screw part length L2 Ring part length L3 Tip part Length P Opening P1 Thread pitch P2 Ring pitch T1 Roof tile thickness T2 Timber thickness T3 Floor material thickness T4 Field plate thickness

Claims (4)

瓦を桟木、下葺材及び野地板にわたって固定するための瓦固定用ねじ釘であって、
軸部と、該軸部の一端に大径に形成された頭部と、前記軸部の他端に先尖状に形成された先端部と、を備え、
前記軸部は、前記頭部の裏面直下から軸部中途部に向かって形成された螺旋状突条からなるねじ部と、ねじ部に続いて軸部中途部から先端部側に向かって形成された環状突条の群からなるリング部と、を有し、
前記リング部は、そのピッチが、前記下葺材の厚さよりも小さく形成されてなり、
前記軸部の一端に形成される前記頭部は、瓦の釘穴に挿通される軸部のねじ部が釘穴内を径方向に偏位してねじ部が釘穴内壁に接触した状態で、ねじ部中心から偏位距離の最も大きな釘穴内壁までの距離を半径とする仮想円形に対して、これよりも大きな半径の円形状頭部に形成されてなり、
前記軸部のねじ部は、瓦の釘穴内と、桟木の内部とにわたって位置する長さに形成され、前記軸部のリング部は、桟木の内部における下部から野地板を貫通する長さに形成され、
且つ、前記リング部はその外径がねじ部に続いて軸部中途部から先端部側に向かって縮径するテーパ状に形成されている瓦固定用ねじ釘。
A roof nail fixing screw nail for fixing a roof tile to a pier, an underlaying material and a ground plate,
A shaft portion; a head portion having a large diameter formed at one end of the shaft portion; and a tip portion formed in a pointed shape at the other end of the shaft portion,
The shaft portion is formed from a screw projecting from a portion directly below the back surface of the head portion toward the shaft portion midway portion, and is formed from the shaft portion midway portion toward the tip portion side following the screw portion. And a ring portion formed of a group of annular protrusions,
The ring portion is formed so that its pitch is smaller than the thickness of the lower roofing material,
The head portion formed at one end of the shaft portion, in a state where the screw portion of the shaft portion that is inserted into the nail hole of the roof tile is radially displaced in the nail hole and the screw portion is in contact with the nail hole inner wall, In contrast to the virtual circle whose radius is the distance from the center of the screw part to the inner wall of the nail hole with the largest deviation distance, it is formed in a circular head with a radius larger than this,
The thread portion of the shaft portion is formed to have a length that extends inside the nail hole of the roof tile and the inside of the pier, and the ring portion of the shaft portion is formed to have a length that penetrates the field plate from the lower portion inside the pier. Was
In addition, the roof part is a roof tile fixing screw nail in which the outer diameter of the ring part is tapered such that the outer diameter of the ring part is reduced from the middle part of the shaft part toward the tip part side.
前記リング部のピッチは0.5mm以上1.9mm以下の範囲である請求項に記載の瓦固定用ねじ釘。 The roof nail fixing screw nail according to claim 1 , wherein a pitch of the ring portion is in a range of 0.5 mm or more and 1.9 mm or less. 前記リング部のテーパ角は軸部中途部から先端部にかけて0.10度以上0.30度以下の範囲である請求項1又は2に記載の瓦固定用ねじ釘。 The roof nail fixing screw nail according to claim 1 or 2 , wherein a taper angle of the ring portion is within a range of 0.10 degrees or more and 0.30 degrees or less from a middle portion of the shaft portion to a tip portion. 前記リング部の環状突条の先端部側の傾斜突条面の傾斜角度が頭部側の傾斜突条面の傾斜角度よりも大きく形成されてなる請求項1〜の何れかに記載の瓦固定用ねじ釘。 The roof tile according to any one of claims 1 to 5 , wherein an inclination angle of an inclined protrusion surface on a tip end side of the annular protrusion of the ring portion is larger than an inclination angle of an inclined protrusion surface on a head side. Fixing screw nail.
JP2015119273A 2015-06-12 2015-06-12 Tile fixing screw nail Active JP6699997B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015119273A JP6699997B2 (en) 2015-06-12 2015-06-12 Tile fixing screw nail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015119273A JP6699997B2 (en) 2015-06-12 2015-06-12 Tile fixing screw nail

Publications (2)

Publication Number Publication Date
JP2017002624A JP2017002624A (en) 2017-01-05
JP6699997B2 true JP6699997B2 (en) 2020-05-27

Family

ID=57753460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015119273A Active JP6699997B2 (en) 2015-06-12 2015-06-12 Tile fixing screw nail

Country Status (1)

Country Link
JP (1) JP6699997B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6996685B2 (en) * 2018-01-31 2022-02-15 富士富株式会社 Joining method of mounting members with hidden screw nails

Also Published As

Publication number Publication date
JP2017002624A (en) 2017-01-05

Similar Documents

Publication Publication Date Title
US4361997A (en) Fastener plate and assembly
US5267423A (en) Self-drilling anchor and bearing plate assembly
US4763456A (en) Roof anchor and stress plate assembly
US8087206B1 (en) Roofing tile system
US6871455B1 (en) Drive/auger anchor and stabilizer
US8667744B2 (en) Shielding device and associated methods
AU2007201280A1 (en) Tapping screw
JPH01502522A (en) Expansion and buckling plug made of plastic material
US6095737A (en) Sheet metal anchor nail fastener with locking staple
US20170030394A1 (en) Fastener with transition zone and method of use
JP6699997B2 (en) Tile fixing screw nail
US20200003245A1 (en) Fastener With Transition Zone And Method Of Use
US8082716B1 (en) Roofing tile system
KR101502600B1 (en) A strong anchor
JP2011132693A (en) Log house
US20090301021A1 (en) Interlocking panel system
JP7089215B2 (en) Fastening device and fixing structure of soft material using it
US1031368A (en) Shingle-fastener.
AU2011202566A1 (en) A cladding fastener
EP1382864A1 (en) Screw for a dimpled zone
US20240084895A1 (en) Self-Sealing Mounting and Fastening Element
JP2852160B2 (en) Filling materials for wood
JP6912643B1 (en) Fastener for fixing soft materials
AU2003204517B2 (en) Screws
US3299587A (en) Flashing

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180531

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190320

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190417

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190517

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20191016

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20191127

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200422

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200430

R150 Certificate of patent or registration of utility model

Ref document number: 6699997

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250