JP2011137522A - Building screw and method for fastening building screw - Google Patents

Building screw and method for fastening building screw Download PDF

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JP2011137522A
JP2011137522A JP2009298423A JP2009298423A JP2011137522A JP 2011137522 A JP2011137522 A JP 2011137522A JP 2009298423 A JP2009298423 A JP 2009298423A JP 2009298423 A JP2009298423 A JP 2009298423A JP 2011137522 A JP2011137522 A JP 2011137522A
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screw
drill
building
base material
fastening
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JP5342996B2 (en
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Tokihiro Shuyama
祝浩 朱山
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KAMIYAMA TEKKOSHO KK
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KAMIYAMA TEKKOSHO KK
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B25/00Screws that cut thread in the body into which they are screwed, e.g. wood screws
    • F16B25/001Screws that cut thread in the body into which they are screwed, e.g. wood screws characterised by the material of the body into which the screw is screwed
    • F16B25/0031Screws that cut thread in the body into which they are screwed, e.g. wood screws characterised by the material of the body into which the screw is screwed the screw being designed to be screwed into different materials, e.g. a layered structure or through metallic and wooden parts
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B25/00Screws that cut thread in the body into which they are screwed, e.g. wood screws
    • F16B25/0036Screws that cut thread in the body into which they are screwed, e.g. wood screws characterised by geometric details of the screw
    • F16B25/0084Screws that cut thread in the body into which they are screwed, e.g. wood screws characterised by geometric details of the screw characterised by geometric details of the tip
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B25/00Screws that cut thread in the body into which they are screwed, e.g. wood screws
    • F16B25/10Screws performing an additional function to thread-forming, e.g. drill screws or self-piercing screws
    • F16B25/103Screws performing an additional function to thread-forming, e.g. drill screws or self-piercing screws by means of a drilling screw-point, i.e. with a cutting and material removing action

Abstract

<P>PROBLEM TO BE SOLVED: To provide a building screw and a method for fastening the building screw which are capable of preventing a jack-up phenomenon. <P>SOLUTION: The method for fastening a building screw is used to fasten a member W2 to be fastened such as wooden member and the like to a base material W1 such as a metal thin plate and the like by the use of a building screw 10, which includes a shaft portion 12 comprising a head portion 18 capable of being engaged with a driver bit and a screw portion 14, and a drill portion 22 capable of drilling a hole by being rotated in the reverse direction to the screw-in direction of the screw portion 14, and comprises a process of drilling a loose hole H2 on the member W2 to be fastened and a through-hole H1 on the base material W1 by means of the drill portion 22 rotated in the reverse direction to the screw-in direction of the screw portion 14, and a screw-in process of screwing the screw portion 14 in the base material W1 by rotating the building screw 10 in the screw-in direction before the screw portion 14 reaches the through-hole H1 of the base material W1. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本願発明は、建築用ネジおよび建築用ネジの締結方法に関し、薄板下地鋼板等の金属製下地材に、木材、合板、OSB、木毛板、硬質木毛セメント板、窯業系外壁材等の被締結部材を締結するのに好適なドリルネジ、あるいは、当該被締結部材を木材等の木質系下地に締結するのに好適な木ネジなどの建築用ネジおよび建築用ネジの締結方法に関する。   The present invention relates to a building screw and a method for fastening a building screw, and to a metal base material such as a thin plate base steel plate, a material such as wood, plywood, OSB, wood wool board, hard wood cement board, ceramic outer wall material, etc. The present invention relates to a drill screw suitable for fastening a fastening member, or a construction screw such as a wood screw suitable for fastening the member to be fastened to a woody base such as wood, and a fastening method for the building screw.

本願発明の背景となる従来の建築用ネジでは、たとえば図11に示すように、金属製の薄板下地材W1に木質系の被締結部材W2を締結するドリルネジ1が知られている。ドリルネジ1は、その軸部に雄ネジ面となる右ネジ部1aを有し、ドリル部1bには、右回転で切削する右切刃1cが形成されている。ドリルネジ1は、通常、電動ドライバ(図示せず)によりねじ込み作業が行われる。
ところが、ドリルネジ1のねじ込みによって、被締結部材W2には、雌ネジ面となるネジ部2aが形成される。この場合、ドリルネジ1の右ネジ部1aのネジ面(雄ネジ面)とネジ部2aのネジ面(雌ネジ面)とは、対偶素として互いに接触するねじ対偶の関係にある。
また、被締結部材W2でのドリルネジ1の進行速度は、右ネジ部1aのピッチによるドリルネジ1のねじ込みに基づく進行速度よりも、ドリル部1bの右切刃1cによる切削に基づく進行速度の方が小さいので、ドリルネジ1は、被締結部材W2の内部を所定の進行速度で進行することが困難となり、薄板下地材W1に突き当たるところで、ドリルネジ1の進行が停止される。
この状態で電動ドライバ(図示せず)によるドリルネジ1のねじ込みが続行されると、ドリルネジ1およびネジ部2aの回転によって、被締結部材W2が薄板下地材W1からドリルネジ1の進行方向とは反対方向に持ち上がると共に、ドリルネジ1を進行方向に押圧する力が作用して設定以上の力がドリル部1bの刃先に加わるという、所謂、ジャッキアップ現象が発生する。
そのため、従来の建築用ネジとして用いられるドリルネジ1では、上記ジャッキアップ現象によって、被締結部材W2の割れおよびドリル部1bの刃先が折れて破損するという不具合が生じ、薄板下地材W1に被締結部材W2を締結することができないものとなっていた。
As a conventional architectural screw which is the background of the present invention, for example, as shown in FIG. 11, a drill screw 1 for fastening a wooden member to be fastened W2 to a metal thin plate base material W1 is known. The drill screw 1 has a right-hand thread portion 1a serving as a male thread surface at its shaft portion, and a right cutting edge 1c for cutting by right rotation is formed on the drill portion 1b. The drill screw 1 is usually screwed by an electric driver (not shown).
However, when the drill screw 1 is screwed in, a threaded portion 2a serving as a female thread surface is formed on the fastened member W2. In this case, the screw surface (male screw surface) of the right screw portion 1a of the drill screw 1 and the screw surface (female screw surface) of the screw portion 2a are in the relationship of a screw pair that contacts each other as an even element.
Further, the traveling speed of the drill screw 1 in the fastened member W2 is higher than the traveling speed based on the cutting of the drill screw 1 by the pitch of the right thread portion 1a, but the traveling speed based on the cutting by the right cutting edge 1c of the drill portion 1b. Since it is small, it becomes difficult for the drill screw 1 to travel inside the fastened member W2 at a predetermined traveling speed, and the progress of the drill screw 1 is stopped when it hits the thin plate base material W1.
When the screw screw 1 is continuously screwed by the electric screwdriver (not shown) in this state, the fastening member W2 is moved in a direction opposite to the traveling direction of the drill screw 1 from the thin plate base material W1 by the rotation of the drill screw 1 and the screw portion 2a. As a result, a so-called jack-up phenomenon occurs in which a force that presses the drill screw 1 in the advancing direction acts and a force greater than the setting is applied to the cutting edge of the drill portion 1b.
Therefore, in the conventional drill screw 1 used as a building screw, due to the jack-up phenomenon, a problem occurs in that the member to be fastened W2 is cracked and the blade tip of the drill part 1b is broken and damaged, and the thin plate base material W1 is to be fastened. W2 could not be concluded.

そこで、上記したジャッキアップ現象による不具合を解消するために、以下に示すような対応策が提案されている。
(1)被締結部材W2に予めバカ穴を加工する。
(2)リーマ付きのドリルネジとして、たとえば首部がシャンクから頭部に至り次第に外径を径大にするテーパ状首部を形成すると共に、該テーパ状首部の外周面に、ほぼ軸方向に延びる切削用リブを周方向に列設し、頭部に首部の外周に広がる平板状の制動面付きフランジを形成し、しかも、先端ドリル部の側縁に突出するリーマ刃を設けた構成のセルフドリリングネジ(例えば、特許文献1参照)を用いる。
(3)パイロット付きのドリルネジとして、たとえばドリル刃とねじ部とねじ頭部と、ドリル刃とねじ部の間のパイロットレングス部とからなり、パイロットレングス部の外径がドリル刃の外径より0.03mm以上小さいパイロットレングス付きドリルねじ(例えば、特許文献2参照)を用いる。
Therefore, in order to solve the problems caused by the jack-up phenomenon, the following countermeasures have been proposed.
(1) A hole is processed in advance in the fastened member W2.
(2) As a drill screw with a reamer, for example, a taper neck portion whose outer diameter is gradually increased from the shank to the head portion is formed, and the outer peripheral surface of the taper neck portion is substantially extended in the axial direction. A self-drilling screw with a configuration in which ribs are arranged in the circumferential direction, a flat flange with a braking surface is formed on the outer periphery of the neck at the head, and a reamer blade that protrudes from the side edge of the tip drill is provided. For example, see Patent Document 1).
(3) As a drill screw with a pilot, for example, it comprises a drill blade, a screw portion, a screw head, and a pilot length portion between the drill blade and the screw portion, and the outer diameter of the pilot length portion is 0 than the outer diameter of the drill blade. Use a drill screw with a pilot length smaller than 0.03 mm (for example, see Patent Document 2).

登録実用新案第3003477号公報Registered Utility Model No. 3003477 特開2007−333026号公報JP 2007-333026 A

しかしながら、上記した対応策(1)では、被締結部材Wに前もってバカ穴を加工するため、薄板下地材に被締結部材を締結するための施工工数が増加し、施工時間が長くなっている。
また、上記した対応策(2)のセルフドリリングネジを採用した場合には、当該セルフドリリングネジに、テーパ状首部、切削用リブ、制動面付きフランジおよびリーマ刃を形成するための製造コストが高いものとなっている。
しかも、所謂リーマ付きのドリルネジ3を用いて、例えば、被締結部材W2の上に薄鋼板等の金属製薄板W3を重ねた状態のものを薄板下地鋼板等の金属製の薄板下地材W1に締結しようとすると、図12に示すように、リーマ付きのドリルネジ3のリーマ刃3aが金属製薄板W3で飛散し、リーマ刃3aの機能を発揮させることができない。この場合、リーマ刃を有していないドリルネジ5と何ら変わらなく、たとえば図13に示すように、被締結部材W2および金属製薄板W3の双方にジャッキアップ現象が発生するため、上記した従来の建築用ネジとして用いられるドリルネジ1と同様の不具合を有するものとなっている。
したがって、金属製の薄板下地材W1、被締結部材W2および金属製薄板W3を重ねて締結する場合、現状では、ジャッキアップ現象を許容しつつ慎重に施工しているのが実情である。ジャッキアップ現象は、電動スクリュードライバ等の締結工具(図13には図示せず)でドリルネジ5を一気にねじ込む程、発生し易いものとなっているので、ドリルネジ5の推力を緩めたり、電動ドリルのスイッチのON/OFFを繰返しながら、被締結部材W2および金属製薄板W3にネジ部が形成されないように、あるいは、形成されたネジ部を壊しながら慎重にねじ込んでいく必要があり、ねじ込み時間が非常に長くなる。そのため、この場合も、施工工数が増加し、施工時間が長いものとなっている。
However, in the above countermeasure (1), since the hole is processed in advance in the fastened member W, the number of construction steps for fastening the fastened member to the thin plate base material is increased, and the construction time is long.
Further, when the self-drilling screw of the countermeasure (2) described above is adopted, the manufacturing cost for forming the tapered neck, the cutting rib, the flange with the braking surface, and the reamer blade on the self-drilling screw is high. It has become a thing.
In addition, a so-called reamer-equipped drill screw 3 is used to fasten a thin metal plate W3 such as a thin steel plate on a fastened member W2 to a thin metal plate base material W1 such as a thin steel plate. If it tries to do, as shown in FIG. 12, the reamer blade 3a of the drill screw 3 with a reamer will scatter by the metal thin plate W3, and the function of the reamer blade 3a cannot be exhibited. In this case, since the jack-up phenomenon occurs in both the fastened member W2 and the metal thin plate W3 as shown in FIG. 13, for example, as shown in FIG. It has the same defect as the drill screw 1 used as a working screw.
Therefore, when the metal thin plate base material W1, the member to be fastened W2 and the metal thin plate W3 are overlapped and fastened, it is the actual situation that the jack-up phenomenon is allowed carefully at present. The jack-up phenomenon is more likely to occur as the drill screw 5 is screwed at once with a fastening tool (not shown in FIG. 13) such as an electric screwdriver. It is necessary to carefully screw in the screwed part W2 and the metal thin plate W3 so that the screw part is not formed or the screwed part is broken while repeating ON / OFF of the switch. It becomes long. Therefore, also in this case, the number of construction steps increases and the construction time is long.

一方、従来の建築用ネジとして、たとえば尖り先部7aを有する木ネジ7を用いて上記した被締結部材W2を木質系の下地材W4に締結する場合にも、たとえば図14に示すように、ジャッキアップ現象が起こり、被締結部材W2の割れ等、上記した不具合と同様の問題が発生するものとなっているため、このような問題点を解消する木ネジが希求されている。   On the other hand, as a conventional architectural screw, for example, as shown in FIG. 14, for example, as shown in FIG. Since the jack-up phenomenon occurs and problems similar to the above-described problems such as cracking of the fastened member W2 occur, wood screws that solve such problems are in demand.

それゆえに、本願発明の主たる目的は、ジャッキアップ現象を防止することができる、建築用ネジおよび建築用ネジの締結方法を提供することである。   Therefore, a main object of the present invention is to provide a building screw and a method for fastening a building screw that can prevent a jack-up phenomenon.

請求項1にかかる本願発明は、その軸方向の一端側に配設され、ドライバビットと係合可能な頭部を備えた軸部と、軸部の周面に形成されるネジ部と、軸部の軸方向の他端側に形成され、ネジ部のねじ込み回転方向と逆向きに頭部を回転させることにより穿孔可能となるドリル部とを含むことを特徴とする、建築用ネジである。
請求項2にかかる本願発明は、請求項1にかかる発明に従属する発明であって、ネジ部が右ネジを有し、且つ、ドリル部が左切刃の構成態様を有するドリルネジを含むことを特徴とする、建築用ネジである。
請求項3にかかる本願発明は、請求項1にかかる発明に従属する発明であって、ネジ部が左ネジを有し、ドリル部が右切刃の構成態様を有するドリルネジを含むことを特徴とする、建築用ネジである。
請求項4にかかる本願発明は、請求項1にかかる発明に従属する発明であって、ネジ部が右ネジないし左ネジを有し、且つ、ドリル部が尖り先部を有する木ネジを含むことを特徴とする、建築用ネジである。
請求項5にかかる本願発明は、請求項1〜請求項3のいずれか1項にかかる発明の建築用ネジを用いて下地材に被締結部材を締結する、建築用ネジの締結方法であって、建築用ネジのネジ部のねじ込み回転方向と逆向きに建築用ネジの頭部を回転させて、ドリル部により、被締結部材にバカ穴を、下地材に貫通孔を加工する加工工程と、ドリル部で被締結部材にバカ穴を加工し、下地材に貫通孔を加工した後、ネジ部が下地材の貫通孔に到達する前に、頭部をネジ部のねじ込み回転方向に回転させることで、下地材にネジ部をねじ込む工程とを含むことを特徴とする、建築用ネジの締結方法である。
請求項5にかかる建築用ネジの締結方法では、上記した構成を有する建築用ネジがネジ部のねじ込み方向と逆向きの回転方向に回転させることで、ドリル部によって、被締結部材にはバカ穴が加工され、引き続いて、下地材には貫通孔が加工される(加工工程)。この場合、建築用ネジをそのネジ部とは反対方向に回転させるため、被締結部材には、当該建築用ネジのネジ部に螺合されるネジ面を形成することなく、バカ穴が形成される。
次に、当該建築用ネジのネジ部が下地材の貫通孔に到達する前に、当該建築用ネジを先の加工工程における回転方向とは反対方向に、つまり、ネジ部のねじ込み回転方向と同じ向きに回転させることで、下地材に当該建築用ネジのネジ部がねじ込まれる(ねじ込み工程)。この場合、建築用ネジをそのねじ込み方向に回転させることで、下地材には建築用ネジのネジ部によって当該ネジ部に螺合されるネジ面を有するネジ穴が形成される。このネジ穴のネジ面と当該ネジ部が螺合されることにより、建築用ネジのネジ部は下地材に締結される。
したがって、この建築用ネジの締結方法によれば、ジャッキアップ現象を生じさせることなく、下地材と被締結部材とがスムーズに締結される。
請求項6にかかる本願発明は、請求項4にかかる発明の建築用ネジを用いて木質下地材に非金属製の被締結部材を締結する、建築用ネジの締結方法であって、建築用ネジのネジ部のねじ込み回転方向とは逆向きの回転方向に建築用ネジの頭部を回転させて、尖り先部により、被締結部材にバカ穴を加工する加工工程と、尖り先部で木質下地材にバカ穴を加工した後、尖り先部が木質下地材に進入すると略同時に、頭部をネジ部のねじ込み回転方向に回転させることで、木質下地材にネジ部をねじ込むねじ込み工程とを含むことを特徴とする、建築用ネジの締結方法である。
請求項6にかかる建築用ネジの締結方法では、上記した構成を有する建築用ネジがネジ部のねじ込み方向と逆向きの回転方向に回転させることで、尖り先部によって、被締結部材にはバカ穴が加工される(加工工程)。この場合、建築用ネジをそのネジ部とは反対方向に回転させるため、被締結部材には、当該建築用ネジのネジ部に螺合されるネジ面を形成することなく、バカ穴が形成される。
さらに、当該建築用ネジの尖り先部が木質下地材に進入するのと略同時に、当該建築用ネジを先の加工工程における回転方向とは反対方向に、つまり、ネジ部のねじ込み回転方向に回転させることで、木質下地材に当該建築用ネジのネジ部がねじ込まれる(ねじ込み工程)。この場合、建築用ネジをそのねじ込み方向に回転させることで、木質下地材には建築用ネジのネジ部によって当該ネジ部に螺合されるネジ面を有するネジ穴が形成される。このネジ穴のネジ面と当該ネジ部が螺合されることにより、建築用ネジのネジ部は木質下地材に締結される。
したがって、この建築用ネジの締結方法によれば、ジャッキアップ現象を生じさせることなく、木質下地材と被締結部材とがスムーズに締結される。
請求項7にかかる本願発明は、請求項5または請求項6にかかる発明の建築用ネジの締結方法に用いられ、電力ないし圧縮空気を動力源とする、建築用ネジの締結工具であって、締結工具は、建築用ネジの頭部に係合されるドライバビットを固定保持するビットホルダと、ビットホルダに回転駆動力を伝達し、ビットホルダを回動自在とする回転伝達手段と、回転伝達手段に正逆回転可能の回転駆動力を付与する駆動部とを有するスクリュードライバ、スクリュードライバの端部に着脱自在に配設され、スクリュードライバを支持するサポートスライダ、および、サポートスライダが移動可能となるスケール軸部を含み、サポートスライダには、建築用ネジの頭部がドライバビットに係合された状態で、建築用ネジの先端部が、被締結部材の表面からねじ込み方向に移動した移動距離を、スケール軸部に沿ってスクリュードライバを移動自在とするサポートスライダのスケール軸部に対する移動変位量として検出する検出手段が内蔵され、スクリュードライバには、検出手段で検出した検出信号を受けて回転駆動力の回転方向を正転方向および逆転方向のいずれか一方に切り換える回転方向制御部が内蔵され、ドリルネジの軸部の軸方向にみて、ドリル部または尖り先部の長さをLとし、被締結部材の厚さまたは木質下地材の厚さをTとしたとき、建築用ネジの先端部の移動距離が[L+T]の移動距離に到達したことを検出手段が検出すると、回転方向制御部によって、回転駆動力の回転方向が切り換えられることを特徴とする、建築用ネジの締結工具である。
According to a first aspect of the present invention, there is provided a shaft portion having a head portion disposed on one end side in the axial direction and capable of engaging with a driver bit, a screw portion formed on a peripheral surface of the shaft portion, a shaft A building screw comprising a drill portion formed on the other end side in the axial direction of the portion and capable of being drilled by rotating the head in the direction opposite to the screwing rotation direction of the screw portion.
The present invention according to claim 2 is an invention dependent on the invention according to claim 1, wherein the screw portion includes a right screw, and the drill portion includes a drill screw having a configuration aspect of a left cutting edge. It is an architectural screw.
The present invention according to claim 3 is an invention dependent on the invention according to claim 1, characterized in that the screw portion includes a left screw, and the drill portion includes a drill screw having a configuration aspect of a right cutting blade. It is an architectural screw.
The present invention according to claim 4 is an invention dependent on the invention according to claim 1, and includes a wood screw in which the screw portion has a right screw or a left screw and the drill portion has a pointed portion. It is an architectural screw characterized by the following.
This invention concerning Claim 5 is the fastening method of the building screw which fastens a to-be-fastened member to a base material using the building screw of the invention concerning any one of Claims 1-3. The processing step of rotating the head of the building screw in the direction opposite to the screwing rotation direction of the screw portion of the building screw and processing the fool hole in the fastening member and the through hole in the base material by the drill portion, After drilling a hole in the fastened member with the drill and processing the through hole in the base material, rotate the head in the screwing rotation direction of the screw before the screw part reaches the through hole in the base material. And a step of screwing a screw part into the base material.
In the fastening method of the building screw according to claim 5, the building screw having the above-described configuration is rotated in the direction of rotation opposite to the screwing direction of the screw portion, so that the member to be fastened is drilled by the drill portion. Then, through holes are processed in the base material (processing step). In this case, in order to rotate the building screw in the direction opposite to the screw portion, the member to be fastened is formed with a fool hole without forming a screw surface screwed into the screw portion of the building screw. The
Next, before the screw portion of the building screw reaches the through hole of the base material, the building screw is moved in the direction opposite to the rotation direction in the previous processing step, that is, the same as the screwing rotation direction of the screw portion. By rotating in the direction, the screw portion of the building screw is screwed into the base material (screwing step). In this case, by rotating the building screw in the screwing direction, a screw hole having a screw surface that is screwed to the screw portion by the screw portion of the building screw is formed in the base material. By screwing the screw surface of the screw hole and the screw portion, the screw portion of the building screw is fastened to the base material.
Therefore, according to this method for fastening a building screw, the base material and the member to be fastened are smoothly fastened without causing a jack-up phenomenon.
The present invention according to claim 6 is a method for fastening a building screw, wherein the building screw of the invention according to claim 4 is used to fasten a non-metal fastened member to a wooden base material. Rotating the head of the building screw in a direction opposite to the screwing rotation direction of the threaded part of the machine, and processing a fool hole in the member to be fastened by the pointed end, and a wood substrate at the pointed end After the hole is drilled in the material, it includes a screwing step of screwing the screw part into the wooden base material by rotating the head in the screwing rotation direction of the screw part substantially simultaneously with the pointed part entering the wooden base material. It is the fastening method of the screw for construction characterized by this.
In the construction screw fastening method according to claim 6, the construction screw having the above-described configuration is rotated in the rotation direction opposite to the screwing direction of the screw portion, so that the fastening member is staggered by the pointed portion. A hole is machined (machining process). In this case, in order to rotate the building screw in the direction opposite to the screw portion, the member to be fastened is formed with a fool hole without forming a screw surface screwed into the screw portion of the building screw. The
Furthermore, at the same time as the sharpened tip of the building screw enters the wood substrate, the building screw is rotated in the direction opposite to the rotation direction in the previous processing step, that is, in the screwing rotation direction of the screw portion. By doing so, the screw portion of the building screw is screwed into the wooden base material (screwing step). In this case, by rotating the building screw in the screwing direction, a screw hole having a screw surface that is screwed to the screw portion by the screw portion of the building screw is formed in the wood base material. By screwing the screw surface of the screw hole and the screw portion, the screw portion of the building screw is fastened to the wood base material.
Therefore, according to this fastening method for building screws, the wood base material and the fastened member are smoothly fastened without causing a jack-up phenomenon.
The present invention according to claim 7 is a building screw fastening tool that is used in the method for fastening an architectural screw according to claim 5 or claim 6 and uses electric power or compressed air as a power source, The fastening tool includes a bit holder for fixing and holding a driver bit engaged with a head of a building screw, a rotation transmission means for transmitting a rotational driving force to the bit holder, and rotating the bit holder, and a rotation transmission A screw driver having a drive unit that applies a rotational driving force capable of rotating forward and reverse to the means, a support slider that is detachably disposed at an end of the screw driver, and that supports the screw driver, and the support slider is movable The support slider has a head of the building screw engaged with the driver bit, and the tip of the building screw is connected to the member to be fastened. Detecting means for detecting the movement distance moved in the screwing direction from the surface as the amount of displacement of the support slider relative to the scale shaft portion of the support slider that allows the screw driver to move along the scale shaft portion is built in the screw driver. A rotation direction control unit that receives the detection signal detected in step 1 and switches the rotation direction of the rotational drive force to either the forward rotation direction or the reverse rotation direction is built-in. Detecting means that the moving distance of the tip of the building screw has reached the moving distance of [L + T], where L is the length of the part and T is the thickness of the member to be fastened or the thickness of the wooden base material Is detected, the rotation direction control unit switches the rotation direction of the rotation driving force. This is a building screw fastening tool.

本願発明によれば、ジャッキアップ現象を防止することができる、建築用ネジおよび建築用ネジの締結方法が得られる。   ADVANTAGE OF THE INVENTION According to this invention, the fastening method of the building screw and the building screw which can prevent a jackup phenomenon is obtained.

本願発明の上述の目的、その他の目的、特徴および利点は、図面を参照して行う以下の発明を実施するための最良の形態の説明から一層明らかとなろう。   The above object, other objects, features, and advantages of the present invention will become more apparent from the following description of the best mode for carrying out the invention with reference to the drawings.

本願発明にかかる実施形態の一例を示す正面図である。It is a front view which shows an example of embodiment concerning this invention. 図1に示したドリルネジを用いて下地材と被締結部材とを締結する締結方法を示す要部図解図であって、(A)および(B)は、ドリルネジのドリル部で被締結部材にバカ穴を設ける状態の要部図解図であり、(C)は、当該切削刃で下地材に貫通孔を設けた状態の要部図解図であり、(D)は、ドリルネジのネジ部が下地材の貫通孔にねじ込まれた状態の要部図解図である。It is a principal part solution figure which shows the fastening method which fastens a base material and a to-be-fastened member using the drill screw shown in FIG. 1, Comprising: (A) And (B) It is a principal part illustration of the state which provides a hole, (C) is a principal part illustration of the state which provided the through-hole in the base material with the said cutting blade, (D) is a screw part of a drill screw, and is a base material It is a principal part illustration figure of the state screwed in the through-hole. 締結工具を用いることによって、図1に示したドリルネジを被締結部材および下地材にねじ込むねじ込み工程を示す要部図解図であって、(A)は、被締結部材の表面にドリルネジの先端が当接されるようにドリルネジを配置した工程を示す要部図解図であり、(B)は、ドリルネジのドリル部で被締結部材にバカ穴を、下地材に貫通孔を開ける工程を示す要部図解図であり、(C)は、ドリルネジのネジ部を下地材の貫通孔にねじ込む工程を示す要部図解図である。FIG. 4 is a schematic illustration showing a main part of a screwing process in which a drill screw shown in FIG. 1 is screwed into a member to be fastened and a base material by using a fastening tool, and FIG. It is a principal part illustration figure which shows the process which has arrange | positioned the drill screw so that it may contact | connect, (B) It is a figure and (C) is a principal part solution figure which shows the process of screwing the thread part of a drill screw in the through-hole of a base material. 図1に示したドリルネジで下地材と被締結部材を締結したときの副次効果を示す要部図解図である。It is a principal part solution figure which shows the secondary effect when a base material and a to-be-fastened member are fastened with the drill screw shown in FIG. 図1に示したドリルネジの締結状態における副次効果と比較される従来のリーマ付きドリルネジを用いて、下地材に被締結部材が締結された状態の比較例を示す要部図解図である。It is a principal part solution figure which shows the comparative example of the state by which the to-be-fastened member was fastened by the base material using the conventional drill screw with a reamer compared with the secondary effect in the fastening state of the drill screw shown in FIG. 本願発明にかかる締結方法により下地材に締結される被締結部材の他の態様を示すと共に、当該被締結部材と下地材の締結方法を示す要部図解図である。It is a principal part solution figure which shows the other aspect of the to-be-fastened member fastened by the base material by the fastening method concerning this invention, and shows the fastening method of the said to-be-fastened member and base material. 本願発明にかかる他の実施形態(ドリルネジ)の一例を示す正面図である。It is a front view which shows an example of other embodiment (drill screw) concerning this invention. 本願発明にかかるさらに他の実施形態(木ネジ)の一例を示す正面図である。It is a front view which shows an example of further another embodiment (wood screw) concerning this invention. 図8に示した木ネジを用いて下地材と被締結部材とを締結する締結方法を示す要部図解図であって、(A)および(B)は、木ネジの尖り先部で被締結部材にバカ穴を設ける状態の要部図解図であり、(C)は、当該尖り先部で下地材にバカ穴を設けた状態の要部図解図であり、(D)は、木ネジのネジ部が下地材にねじ込まれた状態の要部図解図である。It is a principal part illustration figure which shows the fastening method which fastens a base material and a to-be-fastened member using the wood screw shown in FIG. 8, Comprising: (A) and (B) are fastened by the sharp tip part of a wood screw It is a principal part illustration figure of the state which provides a hole in a member, (C) is a principal part illustration figure of the state which provided the hole in the base material in the said pointed part, (D) is a wood screw It is a principal part illustration figure of the state in which the screw part was screwed in the base material. 締結工具を用いることによって、図8に示した木ネジを被締結部材および下地材にねじ込むねじ込み工程を示す要部図解図であって、(A)は、被締結部材の表面に木ネジの先端が当接されるように木ネジを配置した工程を示す要部図解図であり、(B)は、木ネジの尖り先部で被締結部材にバカ穴を開ける工程を示す要部図解図であり、(C)は、木ネジのネジ部を下地材にねじ込む工程を示す要部図解図である。It is a principal part solution figure which shows the screwing process which screws the wood screw shown in FIG. 8 in a to-be-fastened member and a base material by using a fastening tool, Comprising: (A) is the front-end | tip of a wood screw on the surface of a to-be-fastened member It is a principal part solution figure which shows the process which has arrange | positioned the wood screw so that it may contact | abut, (B) is a principal part solution figure which shows the process of drilling a hole in a to-be-fastened member in the pointed part of a wood screw. And (C) is a main part illustrative view showing a step of screwing a screw portion of a wood screw into a base material. 本願発明の背景となる従来の建築用ネジ(ドリルネジ)の一例を示し、この従来の建築用ネジにより、下地材に被締結部材を締結する際に発生するジャッキアップ現象の一例を示す要部図解図である。An example of a conventional building screw (drill screw) as a background of the present invention is shown, and a main part illustration showing an example of a jack-up phenomenon that occurs when a fastening member is fastened to a base material by the conventional building screw. FIG. 本願発明の背景となる従来の他の建築用ネジ(リーマ付きドリルネジ)により、下地材に被締結部材を締結する際に発生するジャッキアップ現象の一例を示す要部図解図である。It is a principal part solution figure which shows an example of the jack-up phenomenon generate | occur | produced when fastening a to-be-fastened member to a base material with the other conventional building screw (drill screw with a reamer) used as the background of this invention. 本願発明の背景となる従来のさらに他の建築用ネジ(ドリルネジ)により、下地材に被締結部材を締結する際に発生するジャッキアップ現象の一例を示す要部図解図である。It is a principal part illustration figure which shows an example of the jackup phenomenon generate | occur | produced when fastening a to-be-fastened member to a base material with the other further conventional building screw (drill screw) used as the background of this invention. 本願発明の背景となる従来のさらに他の建築用ネジ(木ネジ)により、下地材に被締結部材を締結する際に発生するジャッキアップ現象の一例を示す要部図解図である。It is a principal part illustration figure which shows an example of the jack-up phenomenon generate | occur | produced when fastening a to-be-fastened member to a base material with the other further conventional building screw (wood screw) used as the background of this invention.

本実施形態例では、下地材の一例としてのたとえば薄板下地鋼板と、被締結部材の一例としてのたとえば木材とを締結するための建築用ネジについて説明する。図1は、本願発明にかかる実施形態の一例を示す図である。
本実施形態例にかかる建築用ネジ10は、たとえばドリルネジ10Aを含む。ドリルネジ10Aは、軸部12を含む。軸部12の周面には、ネジ部14として、たとえば右ネジとなる雄ネジ面が形成されている。雄ネジ面は、軸部12の軸方向の一端側から他端側に亘り所定の長さをもって螺旋状に形成されている。
In the present embodiment, a building screw for fastening, for example, a thin base steel plate as an example of a base material and, for example, wood as an example of a member to be fastened will be described. FIG. 1 is a diagram showing an example of an embodiment according to the present invention.
The architectural screw 10 according to the present embodiment includes, for example, a drill screw 10A. The drill screw 10 </ b> A includes a shaft portion 12. On the peripheral surface of the shaft portion 12, a male screw surface serving as a right screw is formed as the screw portion 14, for example. The male screw surface is formed in a spiral shape with a predetermined length from one end side in the axial direction of the shaft portion 12 to the other end side.

また、軸部12の軸方向の一端側には、ラッパ状の態様を有する首部16を介して、頭部18が形成されている。首部16は、軸部12の軸方向の一端から頭部18に向かって漸次拡径するように形成されている。首部16の外周面には、周方向に間隔を隔てて配列される複数の切削リブ20が形成されている。頭部18は、軸部12の軸径よりも大径のたとえば円板状に形成されている。頭部18は、その表面中央に、電力ないし圧縮空気を動力源とするスクリュードライバ等の締結工具のドライバビットと係合可能な係合部(図示せず)を有する。係合部は、たとえば十字穴溝形状の係合溝部により構成されている。
なお、頭部18の係合部(図示せず)の形状は、十字穴溝形状に限定されるものではなく、当該係合部の形状は、締付工具のドライバビットと係合できるものなら他の種々の形状に形成されてもよい。
Moreover, the head 18 is formed in the axial direction one end side of the axial part 12 via the neck part 16 which has a trumpet-like aspect. The neck portion 16 is formed so as to gradually expand in diameter from one end in the axial direction of the shaft portion 12 toward the head portion 18. A plurality of cutting ribs 20 arranged at intervals in the circumferential direction are formed on the outer peripheral surface of the neck portion 16. The head 18 is formed in, for example, a disk shape having a larger diameter than the shaft diameter of the shaft portion 12. The head 18 has an engaging portion (not shown) that can be engaged with a driver bit of a fastening tool such as a screw driver that uses power or compressed air as a power source at the center of the surface thereof. The engaging part is constituted by an engaging groove part having a cross hole groove shape, for example.
Note that the shape of the engaging portion (not shown) of the head 18 is not limited to the cross hole groove shape, and the shape of the engaging portion can be engaged with the driver bit of the tightening tool. It may be formed in other various shapes.

さらに、軸部12の軸方向の他端側には、ネジ部14のねじ込み回転方向と逆向きに頭部18を回転させることにより穿孔可能となるドリル部22が形成されている。ドリル部22は、所定の先端角を有する先端部22Aと、先端部22Aに連接され、ドリル部側縁22Bに向かって漸次拡径され、且つ、先端部22Aからドリル部側縁22Bに亘って形成される切刃22Cと、切刃22Cの切削による切粉を排出する排出溝部22Dとを含む。当該ドリルネジ10Aは、その軸線方向に頭部18から見て、反時計方向(左回転)に回転することにより穿孔切削可能となる左切刃の構成態様となっている。   Further, on the other end side of the shaft portion 12 in the axial direction, a drill portion 22 that can be drilled by rotating the head portion 18 in the direction opposite to the screwing rotation direction of the screw portion 14 is formed. The drill part 22 is connected to the tip part 22A having a predetermined tip angle and the tip part 22A, and gradually increases in diameter toward the drill part side edge 22B, and extends from the tip part 22A to the drill part side edge 22B. It includes a cutting blade 22C to be formed, and a discharge groove 22D that discharges chips by cutting of the cutting blade 22C. The drill screw 10A has a configuration of a left cutting edge that can be drilled and cut by rotating counterclockwise (left rotation) when viewed from the head 18 in the axial direction.

次に、上述したドリルネジ10Aを用いて、薄板下地材W1に被締結部材W2を締結する締結方法について、図2を参照しながら、以下に説明する。
先ず、薄板下地鋼板等の薄板下地材W1と、木材等の被締結部材W2とが重ね合わされ、ドリルネジ10Aのドリル部22の先端部22Aが、図2の(A)に示すように、薄板下地材W1の表面に当てられる。この場合、ドリルネジ10Aの頭部18の係合部(図示せず)は、締結工具に装着されるドライバビット(図2では図示せず)に係合される。
Next, a fastening method for fastening the fastened member W2 to the thin plate base material W1 using the drill screw 10A described above will be described below with reference to FIG.
First, a thin plate base material W1 such as a thin plate base steel plate and a member to be fastened W2 such as wood are overlapped, and the tip 22A of the drill portion 22 of the drill screw 10A is a thin plate base as shown in FIG. It is applied to the surface of the material W1. In this case, the engaging portion (not shown) of the head 18 of the drill screw 10A is engaged with a driver bit (not shown in FIG. 2) attached to the fastening tool.

その状態で、次に、ドリルネジ10Aは、図2(A)に示すように、当該ドリルネジ10Aの軸線方向に頭部18から見て、反時計方向(左回転)に回転され、ドリル部22が被締結部材W2に進入される。ドリルネジ10Aは、図2(B),図2(C)に示すように、その先端部22Aが薄板下地材W1を貫通し、ドリルネジ10Aのネジ部14が薄板下地材W1に到達する略直前まで、反時計方向(左回転)に回転しながら被締結部材W2および薄板下地材W1へと進入していく。そのため、ドリル部22によって、薄板下地材W1には、図2(C)に示すように、貫通孔H1が設けられ、被締結部材W2にはバカ穴H2が設けられる。   In this state, the drill screw 10A is then rotated counterclockwise (counterclockwise) when viewed from the head 18 in the axial direction of the drill screw 10A, as shown in FIG. It enters into the fastened member W2. As shown in FIGS. 2B and 2C, the drill screw 10A has a tip portion 22A that penetrates the thin plate base material W1, and until just before the screw portion 14 of the drill screw 10A reaches the thin plate base material W1. Then, it enters the fastened member W2 and the thin plate base material W1 while rotating counterclockwise (counterclockwise). Therefore, by the drill part 22, as shown in FIG.2 (C), the thin-plate base material W1 is provided with the through-hole H1, and the to-be-fastened member W2 is provided with the fool hole H2.

それから、ドリルネジ10Aは、そのネジ部14が薄板下地材W1の貫通孔H1に到達する略直前で、図2(C)に示すように、当該ドリルネジ10Aの軸線方向に頭部18から見て、先の回転方向とは反対方向に、すなわち、時計方向(右回転)に回転されるものとなる。このとき、薄板下地材W1には、その周面にネジ孔S1が設けられる。ネジ孔S1は、ドリルネジ10Aのネジ部14と螺合される雌ネジ面を有する。したがって、ドリルネジ10Aは、そのネジ部14が薄板下地材W1の貫通孔H1にねじ込まれた状態となって、薄板下地材W1と被締結部材W2とを締結するものとなる。   Then, the drill screw 10A is viewed from the head 18 in the axial direction of the drill screw 10A as shown in FIG. 2 (C), just before the screw portion 14 reaches the through hole H1 of the thin plate base material W1. It is rotated in the opposite direction to the previous rotation direction, that is, clockwise (right rotation). At this time, the thin plate base material W1 is provided with a screw hole S1 on its peripheral surface. The screw hole S1 has a female screw surface to be screwed with the screw portion 14 of the drill screw 10A. Accordingly, the drill screw 10A is in a state in which the screw portion 14 is screwed into the through hole H1 of the thin plate base material W1, and fastens the thin plate base material W1 and the fastened member W2.

次に、上記したドリルネジ10Aの締結方法に用いられ、電力ないし圧縮空気を動力源とする建築用ネジの締結工具の一例および当該締結工具によるドリルネジ10Aの締結方法について、図3を参照しながら説明する。
先ず、締結工具100について説明する。この建築用ネジの締結工具100は、たとえば電力ないし圧縮空気を動力源とするスクリュードライバ120を含む。スクリュードライバ120には、たとえば上記したドリルネジ10Aの頭部18の係合部に係合されるドライバビット140と、ドライバビット140を当該スクリュードライバ120に着脱自在に固定保持するビットホルダ160と、ビットホルダ160に回転駆動力を伝達し、ビットホルダ160を回動自在とする回転伝達手段(図示せず)と、回転伝達手段に正逆回転可能の回転駆動力を付与する駆動部(図示せず)を有する。駆動部は、トリガースイッチ120Aが操作されることで当該駆動部の動力源がON/OFFされるものである。
Next, an example of a building screw fastening tool that is used in the above-described method for fastening the drill screw 10A and uses power or compressed air as a power source and a method for fastening the drill screw 10A using the fastening tool will be described with reference to FIG. To do.
First, the fastening tool 100 will be described. The construction screw fastening tool 100 includes a screw driver 120 using, for example, electric power or compressed air as a power source. The screw driver 120 includes, for example, a driver bit 140 that is engaged with the engaging portion of the head 18 of the drill screw 10A described above, a bit holder 160 that detachably fixes and holds the driver bit 140 to the screw driver 120, a bit Rotation transmitting means (not shown) that transmits a rotational driving force to the holder 160 to make the bit holder 160 rotatable, and a driving unit (not shown) that applies a rotational driving force that can rotate forward and reverse to the rotation transmitting means. ). In the drive unit, the power source of the drive unit is turned ON / OFF by operating the trigger switch 120A.

また、締結工具10は、スクリュードライバ120の端部に着脱自在に配設され、スクリュードライバ120を支持するサポートスライダ180と、サポートスライダ180が移動可能となるスケール軸部200とを含む。スケール軸部200は、図3(A)に示すように、その軸方向の一端200Aとドリルネジ10Aのドリル部22の先端部22Aとが、同一平面上に位置するように平行に配置され、当該平面が測定基準面Xとなっている。   The fastening tool 10 includes a support slider 180 that is detachably disposed at an end portion of the screw driver 120 and supports the screw driver 120, and a scale shaft portion 200 in which the support slider 180 can move. As shown in FIG. 3A, the scale shaft portion 200 is arranged in parallel so that one end 200A in the axial direction and the tip portion 22A of the drill portion 22 of the drill screw 10A are located on the same plane. The plane is the measurement reference plane X.

サポートスライダ180には、ドリルネジ10Aの頭部18がドライバビット140に係合された状態で、ドリルネジ10Aのドリル部22の先端部22Aが、被締結部材W2の表面からねじ込み方向に移動した移動距離を、スケール軸部200に沿ってスクリュードライバ120を移動自在とするサポートスライダ180のスケール軸部200に対する移動変位量として検出する検出手段(図示せず)が内蔵されている。検出手段は、上記した移動変位量を電気信号として検出する検出電極(図示せず)および静電容量式のエンコーダ(図示せず)を備え、検出電極およびエンコーダは、スケール軸部200に内蔵されている。さらに、スクリュードライバ120には、検出手段で検出した電気信号を受けて回転駆動力の回転方向を正転方向および逆転方向のいずれか一方に切り換える回転方向制御部(図示せず)が内蔵されている。   The support slider 180 has a movement distance in which the tip 22A of the drill portion 22 of the drill screw 10A moves in the screwing direction from the surface of the fastened member W2 with the head 18 of the drill screw 10A engaged with the driver bit 140. Is incorporated as a moving displacement amount of the support slider 180 that allows the screw driver 120 to move along the scale shaft portion 200 with respect to the scale shaft portion 200. The detection means includes a detection electrode (not shown) for detecting the amount of movement displacement as an electric signal and a capacitive encoder (not shown). The detection electrode and the encoder are built in the scale shaft portion 200. ing. Further, the screw driver 120 has a built-in rotation direction control unit (not shown) that receives the electric signal detected by the detection means and switches the rotation direction of the rotation driving force to one of the normal rotation direction and the reverse rotation direction. Yes.

この締結工具100では、図3(A)に示すように、上記したドリルネジ10Aの軸部12の軸方向にみてドリル部22の長さをL1とし、被締結部材W2の厚さをT1としたとき、ドリルネジ10Aの先端部22Aの移動距離が[L1+T1]の移動距離に到達したことを検出手段が検出すると、回転方向制御部によって、駆動部からの回転駆動力の回転方向が適宜切り換えられるものとなっている。   In this fastening tool 100, as shown in FIG. 3 (A), the length of the drill portion 22 is L1 when viewed in the axial direction of the shaft portion 12 of the drill screw 10A, and the thickness of the fastened member W2 is T1. When the detecting means detects that the movement distance of the tip 22A of the drill screw 10A has reached the movement distance of [L1 + T1], the rotation direction of the rotation driving force from the drive section is appropriately switched by the rotation direction control section. It has become.

次に、上記した建築用ネジの締結工具を用いることによって、図1に示したドリルネジ10Aで薄板下地材W1に被締結部材W2を締結するドリルネジ10Aの締結方法について説明する。
先ず、ドリルネジ10Aの頭部18がドライバビット140に係合されて、ドリルネジ10Aがスクリュードライバ120に装着される。次に、ドリルネジ10Aのドリル部22の先端部22Aおよびスケール軸部200の軸方向の一端200Aが、図3(A)に示すように、薄板下地材W1の表面に当接される。
Next, a method of fastening the drill screw 10A for fastening the member W2 to be fastened to the thin plate base material W1 with the drill screw 10A shown in FIG. 1 by using the above-described building screw fastening tool will be described.
First, the head 18 of the drill screw 10 </ b> A is engaged with the driver bit 140, and the drill screw 10 </ b> A is attached to the screw driver 120. Next, the tip end portion 22A of the drill portion 22 of the drill screw 10A and the axial end 200A of the scale shaft portion 200 are brought into contact with the surface of the thin plate base material W1 as shown in FIG.

それから、スクリュードライバ120のトリガースイッチ120Aを操作し、ドリルネジ10Aを当該ドリルネジ10Aの軸線方向に頭部18から見て、反時計方向(左回転)に回転させることによって、ドリル部22が被締結部材W2および薄板下地材W1に進入される。この場合、ドリルネジ10Aは、図3(B)に示すように、ドリル部22によって、被締結部材W2にバカ穴H2を、薄板下地材W1に貫通孔H1を加工する[加工工程]。   Then, the trigger switch 120A of the screw driver 120 is operated to rotate the drill screw 10A counterclockwise (counterclockwise) when viewed from the head 18 in the axial direction of the drill screw 10A, whereby the drill portion 22 is fastened. W2 and the thin plate base material W1 are entered. In this case, as shown in FIG. 3 (B), the drill screw 10A uses the drill portion 22 to process the hole H2 in the fastened member W2 and the through hole H1 in the thin plate base material W1 [processing step].

さらに、ドリルネジ10Aの先端部22Aの移動距離が、図3(B)に示すように、上記した移動距離[L1+T1]に到達したことを、検出手段が検出すると、回転方向制御部によって、駆動部からの回転駆動力の回転方向が切り換えられ、ドリルネジ10Aは、当該ドリルネジ10Aの軸線方向に頭部18から見て、時計方向(右回転)に回転し、ドリルネジ10Aのネジ部14が薄板下地材W2の貫通孔H2にねじ込まれる。この場合、ドリルネジ10Aは、そのネジ部14が薄板下地材W1の貫通孔H1に到達する略直前で、図3(C)に示すように、先の加工工程における回転方向とは反対方向に回転され、ネジ部14が薄板下地材W1にねじ込まれる。すなわち、ドリルネジ10Aのネジ部14が薄板下地材W1のネジ孔S1にねじ込まれた状態となって、薄板下地材W1と被締結部材W2とが締結される[ねじ込み工程]。
したがって、上記したドリルネジ10Aの締結方法によれば、ジャッキアップ現象を生じさせることなく、薄板下地材W1と被締結部材W2とがスムーズに安定して締結される(主たる効果)。しかも、この場合、従来のように、ジャッキアップ現象を許容しつつ慎重にねじ込んでいく必要がないので、ねじ込み時間が短くなり、施工工数も減少させることができ、延いては、施工時間を短くすることができる。
Furthermore, when the detecting means detects that the moving distance of the tip 22A of the drill screw 10A has reached the moving distance [L1 + T1] as shown in FIG. The rotation direction of the rotational driving force from the head is switched, and the drill screw 10A rotates clockwise (right rotation) when viewed from the head 18 in the axial direction of the drill screw 10A, and the screw portion 14 of the drill screw 10A is a thin plate base material. Screwed into the through hole H2 of W2. In this case, the drill screw 10A is rotated in the direction opposite to the rotation direction in the previous processing step, as shown in FIG. 3C, just before the screw portion 14 reaches the through hole H1 of the thin base material W1. Then, the screw portion 14 is screwed into the thin plate base material W1. That is, the screw portion 14 of the drill screw 10A is screwed into the screw hole S1 of the thin plate base material W1, and the thin plate base material W1 and the fastened member W2 are fastened [screwing step].
Therefore, according to the fastening method of the drill screw 10A described above, the thin plate base material W1 and the fastened member W2 are fastened smoothly and stably without causing a jack-up phenomenon (main effect). In addition, in this case, it is not necessary to carefully screw in while allowing the jack-up phenomenon as in the conventional case, so that the screwing time is shortened and the number of man-hours can be reduced, and the construction time is shortened. can do.

さらに、ドリルネジ10Aには、ラッパ状の態様の首部16に刃状の稜線部を有する複数の切削リブ20が設けられているので、ドリルネジ10Aのねじ込みの際に、当該切削リブ20によって首部16の周囲の被締結部材W2の部分が切削され、たとえば図4に示すように、首部16の座面部となる凹部Gが設けられる。そのため、ドリルネジ10Aの頭部18は、被締結部材W2の表面から若干沈み込むまで、容易にねじ込むことができる。この場合、ドリル部22の切削作用と排出溝部22Dの切粉(切屑)排出作用により被締結部材W2にバカ穴H2が加工されるため、頭部18は被締結部材W2の表面側に沈み込み易いものとなっている。その結果、首部16の複数の切削リブ20による切削作用と併せて、頭部18が沈み込む際に被締結部材W2の表面の盛り上がりが出にくいものとなっている。   Further, since the drill screw 10A is provided with a plurality of cutting ribs 20 having a blade-like ridge line portion on the neck portion 16 in a trumpet shape, when the drill screw 10A is screwed in, the cutting rib 20 causes the neck portion 16 to A portion of the surrounding fastened member W2 is cut, and, for example, as shown in FIG. Therefore, the head 18 of the drill screw 10A can be easily screwed in until it slightly sinks from the surface of the fastened member W2. In this case, since the hole H2 is processed in the fastened member W2 by the cutting action of the drill part 22 and the chip (chip) discharging action of the discharge groove part 22D, the head 18 sinks to the surface side of the fastened member W2. It is easy. As a result, together with the cutting action by the plurality of cutting ribs 20 of the neck portion 16, the surface of the fastened member W2 is unlikely to rise when the head portion 18 sinks.

さらに、上記したドリルネジ10Aの締結方法によれば、たとえば図5に示す従来のリーマ付きドリルネジ1で被締結部材W2にバカ穴Hを加工した場合にくらべて、図4に示すように、被締結部材W2に設けられるバカ穴H2の直径が小さくすることが可能となるので、ドリルネジ10Aの首部16と上記した凹部Gの内周面gとの当接部Yの接面積を大きくすることができる(副次効果1)。したがって、首部16および頭部18による被締結部材W2の圧壊が防止され、ドリルネジ10Aの締結強度を高めることができる。   Furthermore, according to the fastening method of the drill screw 10A described above, for example, as shown in FIG. 4, compared to the case where the hole H is formed in the fastened member W2 with the conventional reamer drill screw 1 shown in FIG. Since the diameter of the hole H2 provided in the member W2 can be reduced, the contact area of the contact portion Y between the neck portion 16 of the drill screw 10A and the inner peripheral surface g of the recess G can be increased. (Secondary effect 1). Therefore, the to-be-fastened member W2 is not crushed by the neck 16 and the head 18, and the fastening strength of the drill screw 10A can be increased.

また、被締結部材W2に設けられるバカ穴H2の直径を小さく加工することができるため、図4に示すように、当該バカ穴H2において、ドリルネジ10Aを締結後に、軸部12の径方向に当該ドリルネジ10Aのズレが発生した場合でも、当該ズレによる偏位量は小さいものとなる。したがって、ドリルネジ10Aの締結後に軸部12の直径方向に外力が作用した場合でも、当該ドリルネジ10Aの同方向の偏位量を極めて小さくすることができる(副次効果2)。その結果、このドリルネジ10Aの締結方法により締結された薄板下地材W1および被締結部材W2の剛性が高めることが可能となっている。
そのため、上記したドリルネジ10Aの締結方法によれば、上記した副次効果1および副次効果2によって、薄板下地材W1と被締結部材W2とが、ドリルネジ10Aによって、一層、強固に且つ確実に締結される。
Moreover, since the diameter of the hole H2 provided in the fastened member W2 can be reduced, as shown in FIG. 4, the drill screw 10 </ b> A is fastened in the hole H <b> 2 in the radial direction of the shaft portion 12 as shown in FIG. 4. Even when the deviation of the drill screw 10A occurs, the amount of deviation due to the deviation is small. Therefore, even when an external force is applied in the diameter direction of the shaft portion 12 after the drill screw 10A is fastened, the displacement amount of the drill screw 10A in the same direction can be extremely reduced (secondary effect 2). As a result, it is possible to increase the rigidity of the thin plate base material W1 and the fastened member W2 fastened by the fastening method of the drill screw 10A.
Therefore, according to the fastening method of the drill screw 10A, the thin plate base material W1 and the fastened member W2 are fastened more firmly and securely by the drill screw 10A due to the secondary effect 1 and the secondary effect 2 described above. Is done.

なお、上記した締結方法では、たとえば図3(A)に示すように、薄板下地材W1の厚さをtとし、ドリルネジ10Aのドリル部22の軸線方向の長さをL1としたとき、L1>tとなるように、ドリル部22の軸線方向の長さL1が設定されている。   In the fastening method described above, for example, as shown in FIG. 3A, when the thickness of the thin plate base material W1 is t and the length of the drill portion 22 of the drill screw 10A in the axial direction is L1, L1> The length L1 in the axial direction of the drill portion 22 is set so as to be t.

図6は、本願発明にかかる締結方法により下地材に締結される被締結部材の他の態様を示すと共に、当該被締結部材と下地材の締結方法を示す要部図解図である。
図6に示す実施形態例では、上述の実施形態例と比べて、特に、被締結部材W2の上面にさらに薄板鋼板等の他の被締結部材W3が配置されている点、および、ドリルネジ10Bが上記したドリルネジ10Aに比べて、首部17に切削リブ20が設けられていない点が相違するものである。図6に示す実施形態例においても、上述した実施形態例と同様に
ジャッキアップ現象を防止することができるため、薄板下地材W1に、被締結部材W2および被締結部材W3をスムーズに安定して締結することが可能となる。したがって、この実施形態例においても、上述した実施形態例と同様に施工時間を短くすることができる。
FIG. 6 is a main part illustrative view showing another aspect of the fastened member fastened to the base material by the fastening method according to the present invention and showing the fastening method of the fastened member and the base material.
In the embodiment shown in FIG. 6, compared to the above-described embodiment, in particular, the other fastening member W3 such as a thin steel plate is further arranged on the upper surface of the fastening member W2, and the drill screw 10B is Compared with the drill screw 10A described above, the point that the neck 17 is not provided with the cutting rib 20 is different. In the embodiment example shown in FIG. 6 as well, the jack-up phenomenon can be prevented similarly to the above-described embodiment example, so that the fastened member W2 and the fastened member W3 can be smoothly and stably attached to the thin plate base material W1. It becomes possible to conclude. Therefore, also in this embodiment example, the construction time can be shortened as in the above-described embodiment example.

図7は、本願発明にかかる他の実施形態(ドリルネジ)の一例を示す正面図である。図7に示す実施形態例のドリルネジ10Cは、図1に示す実施形態例と比べて、特に、ネジ部24が、たとえば左ネジとなる雄ネジ面で形成されている点と、ドリル部22がその軸線方向に頭部18から見て、時計方向(右回転)に回転することにより穿孔切削可能となる右切刃の構成態様となっている点で相違している。
上記した建築用ネジの締結工具100を用いることによって、図7に示したドリルネジ10Cで薄板下地材W1に被締結部材W2を締結するドリルネジ10Cの締結方法では、上記した加工工程が、ドリルネジ10Cは、当該ドリルネジ10Cの軸線方向に頭部18から見て、反時計方向(左回転)に回転させることで、ドリル部22により、被締結部材W2にバカ穴H2を、薄板下地材W1に貫通孔H1を加工するものとなっている。また、ねじ込み工程では、ネジ部24が薄板下地材W1の貫通孔H1に到達する前に、頭部18をネジ部24のねじ込み回転方向に回転させることで、薄板下地材W1にネジ部24をねじ込むものとなっている。
FIG. 7 is a front view showing an example of another embodiment (drill screw) according to the present invention. Compared with the embodiment example shown in FIG. 1, the drill screw 10 </ b> C of the embodiment example shown in FIG. 7 is particularly characterized in that the screw portion 24 is formed with a male screw surface that becomes, for example, a left screw, and the drill portion 22. It is different in that it is a configuration of a right cutting edge that can be perforated and cut by rotating clockwise (right rotation) when viewed from the head 18 in the axial direction.
In the fastening method of the drill screw 10C in which the fastening member W2 is fastened to the thin plate base material W1 with the drill screw 10C shown in FIG. 7 by using the above-described building screw fastening tool 100, the above-described processing steps are performed by the drill screw 10C. By rotating counterclockwise (counterclockwise) when viewed from the head 18 in the axial direction of the drill screw 10C, the drill portion 22 causes the hole W2 to be fastened to the fastened member W2 and the through-hole to the thin plate base material W1. H1 is processed. Further, in the screwing process, before the screw portion 24 reaches the through hole H1 of the thin plate base material W1, the head portion 18 is rotated in the screwing rotation direction of the screw portion 24, whereby the screw portion 24 is attached to the thin plate base material W1. It is to be screwed.

図8は、本願発明にかかるさらに他の実施形態(木ネジ)の一例を示す正面図である。図1に示す実施形態例では、建築用ネジ10がドリルネジ10Aで形成されているが、図8に示す実施形態例では、建築用ネジ10が木ネジ10Dで形成されている点で相違している。すなわち、図8に示す木ネジ10Dは、その軸方向の一端側に配設され、首部30を介して、ドライバビットと係合可能な頭部32を備えた軸部26と、軸部26の周面に形成されるたとえば右ネジで形成されるネジ部28と、軸部26の軸方向の他端側に形成され、ネジ部28のねじ込み回転方向と逆向きに頭部32を回転させることにより穿孔可能となるドリル部としてのたとえば尖り先部34を含む。尖り先部34は、たとえば25度の先端角を有する先端部34Aと、先端部34Aに連接され、軸部26の下端側縁に向かって漸次拡径され、且つ、先端部34Aから軸部26の下端側縁に亘って形成されるテーパ部34Bとを有するものである。   FIG. 8 is a front view showing an example of still another embodiment (wood screw) according to the present invention. In the embodiment shown in FIG. 1, the building screw 10 is formed by a drill screw 10A. However, the embodiment screw shown in FIG. 8 is different in that the building screw 10 is formed by a wood screw 10D. Yes. That is, the wood screw 10D shown in FIG. 8 is disposed on one end side in the axial direction, and includes a shaft portion 26 having a head portion 32 that can be engaged with a driver bit via a neck portion 30, and the shaft portion 26. The head part 32 is formed on the other end side in the axial direction of the screw part 28 formed on the peripheral surface, for example, with a right-hand thread, and the head part 32 is rotated in the direction opposite to the screwing rotation direction of the screw part 28. For example, a pointed portion 34 is included as a drill portion that can be perforated. The pointed portion 34 is connected to the tip portion 34A having a tip angle of 25 degrees, for example, and the tip portion 34A, and gradually increases in diameter toward the lower end side edge of the shaft portion 26, and from the tip portion 34A to the shaft portion 26. And a tapered portion 34B formed over the lower end side edge.

次に、上述した木ネジ10Dを用いて、木材等の下地材W4に木質系の合板等の薄板の被締結部材W5を、締結工具100により締結する締結方法の一例について、図9および図10を参照しながら、以下に簡単に説明する。
先ず、木ネジ10Dの頭部32がドライバビット140に係合されて、木ネジ10Dがスクリュードライバ120に装着される。次に、木ネジ10Dの尖り先部34の先端部34Aおよびスケール軸部200の軸方向の一端200Aが、図10(A)に示すように、被締結部材W5の表面に当接される。それから、スクリュードライバ120のトリガースイッチ120Aを操作し、木ネジ10Dを当該木ネジ10Dの軸線方向に頭部32から見て、反時計方向(左回転)に回転させることによって、図9(B),図10(B)に示すように、尖り先部34が被締結部材W5および下地材W4に進入される。この場合、木ネジ10Dは、尖り先部34によって、被締結部材W5にバカ穴H5を加工する[加工工程]。
Next, an example of a fastening method in which a fastening member 100 is used to fasten a fastened member W5 such as a wood-based plywood to a base material W4 such as wood using the wood screw 10D described above with reference to FIGS. This will be briefly described below with reference to FIG.
First, the head 32 of the wood screw 10D is engaged with the driver bit 140, and the wood screw 10D is attached to the screw driver 120. Next, the tip end portion 34A of the pointed portion 34 of the wood screw 10D and one end 200A in the axial direction of the scale shaft portion 200 are brought into contact with the surface of the fastened member W5 as shown in FIG. Then, the trigger switch 120A of the screw driver 120 is operated, and the wood screw 10D is rotated counterclockwise (counterclockwise) when viewed from the head 32 in the axial direction of the wood screw 10D. As shown in FIG. 10 (B), the pointed portion 34 enters the fastened member W5 and the base material W4. In this case, the wood screw 10 </ b> D processes the hole H <b> 5 in the fastened member W <b> 5 by the sharpened tip 34 [processing step].

さらに、木ネジ10Dの軸部26の軸方向にみて尖り先部34の長さをL2とし、被締結部材W5の厚さをT2としたとき、木ネジ10Dの先端部34Aの移動距離が、図10(A),図10(B)に示すように、移動距離[L2+T2]に到達したことを、検出手段が検出すると、回転方向制御部によって、駆動部からの回転駆動力の回転方向が切り換えられ、木ネジ10Dは、当該木ネジ10Dの軸線方向に頭部32から見て、時計方向(右回転)に回転し、木ネジ10Dのネジ部28が下地材W4にねじ込まれる。この場合、尖り先部34が下地材W4に進入すると略同時に、木ネジ10Dは、そのネジ部28が、図9(B),図9(C),図9(D)および図10(B),図10(C)に示すように、下地材W4にねじ込まれる。すなわち、木ネジ10Dのネジ部28が下地材W4のネジ孔S4にねじ込まれた状態となって、下地材W4と被締結部材W5とが締結される[ねじ込み工程]。
したがって、上記した木ネジ10Dの締結方法によれば、ジャッキアップ現象を生じさせることなく、下地材W4と被締結部材W5とがスムーズに安定して締結される。
Furthermore, when the length of the pointed portion 34 is L2 as viewed in the axial direction of the shaft portion 26 of the wood screw 10D and the thickness of the fastened member W5 is T2, the moving distance of the tip portion 34A of the wood screw 10D is: As shown in FIGS. 10A and 10B, when the detecting means detects that the movement distance [L2 + T2] has been reached, the rotation direction control unit determines the rotation direction of the rotation driving force from the drive unit. The wood screw 10D is rotated in the clockwise direction (right rotation) when viewed from the head 32 in the axial direction of the wood screw 10D, and the screw portion 28 of the wood screw 10D is screwed into the base material W4. In this case, substantially at the same time when the pointed portion 34 enters the base material W4, the screw portion 28 of the wood screw 10D has the screw portion 28 shown in FIGS. 9B, 9C, 9D, and 10B. ), As shown in FIG. 10C, it is screwed into the base material W4. That is, the screw portion 28 of the wood screw 10D is screwed into the screw hole S4 of the base material W4, and the base material W4 and the fastened member W5 are fastened [screwing step].
Therefore, according to the fastening method of the wood screw 10D described above, the base material W4 and the fastened member W5 are smoothly and stably fastened without causing a jack-up phenomenon.

本願発明によれば、たとえば上述の各実施形態例で示したように、ジャッキアップ現象を防止することができるため、薄板下地鋼板等の金属製下地材に、木材、合板、OSB、木毛板、硬質木毛セメント板、窯業系外壁材等の被締結部材を締結するのに好適なドリルネジ、あるいは、当該被締結部材を木材等の木質系下地に締結するのに好適な木ネジなどの建築用ネジおよび建築用ネジの締結方法が得られる。   According to the present invention, for example, as shown in each of the above-described embodiments, the jack-up phenomenon can be prevented, so that a metal base material such as a thin base steel sheet can be used for wood, plywood, OSB, wood wool board. Drill screws suitable for fastening fastened members such as hard wood wool cement boards and ceramics outer wall materials, or wood screws suitable for fastening the fastened members to a woody base such as wood The fastening method of the building screw and the building screw is obtained.

10 建築用ネジ
10A,10B,10C,10D ドリルネジ
10D 木ネジ
12,26 軸部
14,24,28 ネジ部
16,17,30 首部
18,19,32 頭部
20 切削リブ
22 ドリル部
22A,34A 先端部
22B ドリル部側縁
22C 切刃
22D,22E 排出溝部
34 尖り先部
34A 先端部
34B テーパ部
100 締結工具
120 スクリュードライバ
140 ドライバビット
160 ビットホルダ
180 サポートスライダ
200 スケール軸部
G 凹部
g 凹部の内周面
H1 貫通孔
H2,H5 バカ穴
S1,S4 ネジ孔
L1 ドリル部の軸線方向の長さ
L2 尖り先部の軸線方向の長さ
T1 被締結部材W2の厚さ
T2 被締結部材W5の厚さ
t 薄板下地材W1の厚さ
W1 薄板下地材
W2 被締結部材
W3 他の被締結部材
W4 木材等の下地材
W5 合板等の薄板の被締結部材
X 測定基準面
Y 当接部
DESCRIPTION OF SYMBOLS 10 Construction screw 10A, 10B, 10C, 10D Drill screw 10D Wood screw 12, 26 Shaft part 14, 24, 28 Screw part 16, 17, 30 Neck part 18, 19, 32 Head part 20 Cutting rib 22 Drill part 22A, 34A Tip Part 22B Drill side edge 22C Cutting edge 22D, 22E Discharge groove part 34 Pointed part 34A Tip part 34B Taper part 100 Fastening tool 120 Screw driver 140 Driver bit 160 Bit holder 180 Support slider 200 Scale shaft part G Concave part G Concave circumference Surface H1 Through-hole H2, H5 Fool hole S1, S4 Screw hole L1 Length in the axial direction of the drill portion L2 Length in the axial direction of the pointed portion T1 Thickness of the fastened member W2 T2 Thickness of the fastened member W5 t Thin plate base material W1 thickness W1 Thin plate base material W2 Fastened member W3 Other fastened Workpieces X measurement reference plane Y abutment of the thin plate such as a base material W5 plywood such as wood W4 timber

Claims (7)

その軸方向の一端側に配設され、ドライバビットと係合可能な頭部を備えた軸部、
前記軸部の周面に形成されるネジ部、および
前記軸部の軸方向の他端側に形成され、前記ネジ部のねじ込み回転方向と逆向きに前記頭部を回転させることにより穿孔可能となるドリル部を含むことを特徴とする、建築用ネジ。
A shaft portion that is disposed on one end side in the axial direction and has a head portion that can be engaged with a driver bit,
A threaded portion formed on the peripheral surface of the shaft portion, and formed on the other end side in the axial direction of the shaft portion, and can be drilled by rotating the head portion in the direction opposite to the screwing rotation direction of the threaded portion. An architectural screw comprising a drill part.
前記ネジ部が右ネジを有し、且つ、前記ドリル部が左切刃の構成態様を有するドリルネジを含むことを特徴とする、請求項1に記載の建築用ネジ。   The building screw according to claim 1, wherein the screw portion includes a right screw, and the drill portion includes a drill screw having a left cutting edge configuration. 前記ネジ部が左ネジを有し、前記ドリル部が右切刃の構成態様を有するドリルネジを含むことを特徴とする、請求項1に記載の建築用ネジ。   The building screw according to claim 1, wherein the screw portion includes a left screw, and the drill portion includes a drill screw having a configuration of a right cutting blade. 前記ネジ部が右ネジないし左ネジを有し、且つ、前記ドリル部が尖り先部を有する木ネジを含むことを特徴とする、請求項1に記載の建築用ネジ。   The building screw according to claim 1, wherein the screw portion includes a right screw or a left screw, and the drill portion includes a wood screw having a pointed portion. 請求項1〜請求項3のいずれか1項に記載の建築用ネジを用いて下地材に被締結部材を締結する建築用ネジの締結方法であって、
前記建築用ネジの前記ネジ部のねじ込み回転方向とは逆向きの回転方向に、前記建築用ネジの前記頭部を回転させて、前記ドリル部により、前記被締結部材にバカ穴を、前記下地材に貫通孔を加工する加工工程、および
前記ドリル部で前記被締結部材にバカ穴を加工し、前記下地材に貫通孔を加工した後、前記ネジ部が前記下地材の前記貫通孔に到達する前に、前記頭部を前記ネジ部のねじ込み回転方向に回転させることで、前記下地材に前記ネジ部をねじ込むねじ込み工程を含むことを特徴とする、建築用ネジの締結方法。
A fastening method for a building screw for fastening a member to be fastened to a base material using the building screw according to any one of claims 1 to 3,
The head of the building screw is rotated in a rotation direction opposite to the screwing rotation direction of the screw portion of the building screw, and a drill hole is formed in the fastened member by the drill portion. A processing step of processing a through hole in the material, and after a drill hole is processed in the member to be fastened by the drill portion and the through hole is processed in the base material, the screw portion reaches the through hole of the base material A screwing method for a building screw, comprising: a screwing step of screwing the screw part into the base material by rotating the head in a screwing rotation direction of the screw part before performing.
請求項4に記載の建築用ネジを用いて木質下地材に非金属製の被締結部材を締結する、建築用ネジの締結方法であって、
前記建築用ネジの前記ネジ部のねじ込み回転方向とは逆向きの回転方向に前記建築用ネジの前記頭部回転させて、前記尖り先部により、前記被締結部材にバカ穴を加工する加工工程、および
前記尖り先部で前記木質下地材にバカ穴を加工した後、前記尖り先部が前記木質下地材に進入すると略同時に、前記頭部を前記ネジ部のねじ込み回転方向に回転させることで、前記木質下地材に前記ネジ部をねじ込むねじ込み工程を含むことを特徴とする、建築用ネジの締結方法。
A fastening method for a building screw, wherein a fastening member made of non-metal is fastened to a wooden base material using the building screw according to claim 4,
A processing step in which the head portion of the building screw is rotated in a rotation direction opposite to a screwing rotation direction of the screw portion of the building screw, and a hole is formed in the fastened member by the pointed portion. And, after processing a fool hole in the wooden base material at the pointed portion, the head portion is rotated in the screwing rotation direction of the screw portion substantially simultaneously with the pointed portion entering the wooden base material. A method for fastening a building screw, comprising a screwing step of screwing the screw portion into the wood base material.
請求項5または請求項6に記載の建築用ネジの締結方法に用いられ、電力ないし圧縮空気を動力源とする、建築用ネジの締結工具であって、
前記締結工具は、
前記建築用ネジの前記頭部に係合されるドライバビットを固定保持するビットホルダ、
前記ビットホルダに回転駆動力を伝達し、前記ビットホルダを回動自在とする回転伝達手段、および
前記回転伝達手段に正逆回転可能の回転駆動力を付与する駆動部を有するスクリュードライバ、
前記スクリュードライバの端部に着脱自在に配設され、前記スクリュードライバを支持するサポートスライダ、および
前記サポートスライダが移動可能となるスケール軸部を含み、
前記サポートスライダには、前記建築用ネジの頭部が前記ドライバビットに係合された状態で、前記建築用ネジの先端部が、前記被締結部材の表面からねじ込み方向に移動した移動距離を、前記スケール軸部に沿って前記スクリュードライバを移動自在とする前記サポートスライダの前記スケール軸部に対する移動変位量として検出する検出手段が内蔵され、
前記スクリュードライバには、前記検出手段で検出した検出信号を受けて前記回転駆動力の回転方向を正転方向および逆転方向のいずれか一方に切り換える回転方向制御部が内蔵され、
前記ドリルネジの前記軸部の軸方向にみて、前記ドリル部または前記尖り先部の長さをLとし、前記被締結部材の厚さまたは前記木質下地材の厚さをTとしたとき、前記建築用ネジの先端部の移動距離が[L+T]の移動距離に到達したことを前記検出手段が検出すると、前記回転方向制御部によって、前記回転駆動力の回転方向が切り換えられることを特徴とする、締結工具。
A fastening tool for a building screw that is used in the method for fastening a building screw according to claim 5 or 6 and uses electric power or compressed air as a power source,
The fastening tool is:
A bit holder for fixing and holding a driver bit engaged with the head of the building screw;
A screw driver having a rotation transmitting means for transmitting a rotational driving force to the bit holder and allowing the bit holder to rotate; and a drive unit for applying a rotational driving force capable of forward and reverse rotation to the rotation transmitting means;
A support slider that is detachably disposed at an end portion of the screw driver, and that supports the screw driver; and a scale shaft portion that allows the support slider to move,
In the support slider, in the state where the head of the building screw is engaged with the driver bit, the moving distance of the tip of the building screw moved in the screwing direction from the surface of the fastened member, Detection means for detecting the displacement of the support slider with respect to the scale shaft portion that allows the screw driver to move along the scale shaft portion is incorporated,
The screw driver has a built-in rotation direction control unit that receives a detection signal detected by the detection means and switches the rotation direction of the rotation driving force to one of a normal rotation direction and a reverse rotation direction,
When the length of the drill part or the pointed part is L, and the thickness of the fastened member or the thickness of the wooden base material is T, as viewed in the axial direction of the shaft part of the drill screw, the building The rotational direction of the rotational driving force is switched by the rotational direction control unit when the detection means detects that the movement distance of the tip of the screw has reached the movement distance of [L + T]. Fastening tool.
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