JP2001027213A - Building screw - Google Patents

Building screw

Info

Publication number
JP2001027213A
JP2001027213A JP11198199A JP19819999A JP2001027213A JP 2001027213 A JP2001027213 A JP 2001027213A JP 11198199 A JP11198199 A JP 11198199A JP 19819999 A JP19819999 A JP 19819999A JP 2001027213 A JP2001027213 A JP 2001027213A
Authority
JP
Japan
Prior art keywords
screw
hard
screw portion
head
soft
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.)
Pending
Application number
JP11198199A
Other languages
Japanese (ja)
Inventor
Yuji Yamanaka
裕二 山中
邦雄 ▲高▼橋
Kunio Takahashi
Hiroshi Tsuji
博士 辻
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KOKUBU KK
Kowa Co Ltd
Daiwa House Industry Co Ltd
Kouwa Co Ltd
Original Assignee
KOKUBU KK
Kowa Co Ltd
Daiwa House Industry Co Ltd
Kouwa Co Ltd
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 KOKUBU KK, Kowa Co Ltd, Daiwa House Industry Co Ltd, Kouwa Co Ltd filed Critical KOKUBU KK
Priority to JP11198199A priority Critical patent/JP2001027213A/en
Publication of JP2001027213A publication Critical patent/JP2001027213A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a building screw screwed well into a hard cut member at the start of screwing and firmly fastened to the hard cut member after screwed. SOLUTION: This building screw S is provided with a head 10 and a shank 20 extending from the head 10. The head 10 has a tapered peripheral wall 10a gradually reduced in diameter toward the shank 20 side, and the tapered peripheral wall 10a is provided with a serration 11. The shank 20 is provided with a pointed part 21 formed as an angle of approximately 30 deg. with the tip 30 as a cardinal point, a first thread part 22a provided on the pointed part 21 side, a second thread part 22b provided on the head 10 side, and a flat part 23 provided between the first thread part 22a and the second thread part 22b. The thread ridge diameter of the first thread part 22a is formed to be smaller than that of the second thread part 22b.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、ALC等の軟削材
に、木材やパーティクルボード等の硬削材を固定するた
めに用いる建築用ねじに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an architectural screw used for fixing a hard cut material such as wood or particle board to a soft cut material such as ALC.

【0002】[0002]

【従来の技術】近年、ALC等の気泡コンクリート基材
に見られるように、紛材を成形することにより製作され
た建材が広く使用されている。気泡コンクリート基材
は、例えば壁面や床面或いは屋根等に使用されている。
そして、気泡コンクリート基材には、建築用ねじ100
を用いて、パーティクルボードや胴縁等が取り付けられ
ている。
2. Description of the Related Art In recent years, as seen in cellular concrete base materials such as ALC, building materials manufactured by molding powder materials have been widely used. The cellular concrete base material is used for, for example, a wall surface, a floor surface, or a roof.
And the building screw 100
, A particle board, a body edge, and the like are attached.

【0003】建築用ねじ100は、図8及び図9に示す
ように、回転工具と係合する頭部110と、頭部110
から延出する軸部120とを備え、軸部120には、ね
じ部122が設けられている。
As shown in FIGS. 8 and 9, a construction screw 100 has a head 110 engaged with a rotary tool and a head 110.
And a shaft portion 120 extending from the shaft portion 120. The shaft portion 120 is provided with a screw portion 122.

【0004】建築用ねじ100の先端部は、先端130
を基点として、概略45度の鋭角に形成されている。そ
して、この先端部から、頭部の首下まで、ねじ部122
が形成されている。ねじ部122は、先端側から頭部の
首下まで、同一の山径で形成されている。
The tip of the architectural screw 100 has a tip 130
Is formed at an acute angle of approximately 45 degrees with reference to. Then, from this tip to the lower part of the head, the screw 122
Are formed. The screw portion 122 is formed with the same mountain diameter from the distal end side to below the neck of the head.

【0005】上記建築用ねじ100を用いて、気泡コン
クリートのような軟削材(図示せず)に、パーティクル
ボードのような硬削材140を取着するときには、先端
130を硬削材140の表面に立て、所定のスラスト力
を与えながら回転させて、軟削材と硬削材140に軸部
120をねじ込んでいた。
When a hard cutting material 140 such as a particle board is attached to a soft cutting material such as cellular concrete (not shown) using the above-mentioned building screw 100, the tip 130 of the hard cutting material 140 is attached. The shaft 120 was screwed into the soft-cutting material and the hard-cutting material 140 by standing on the surface and rotating while applying a predetermined thrust force.

【0006】[0006]

【発明が解決しようとする課題】上記従来の建築用ねじ
100を用いて、軟削材に硬削材140を固着させると
き、軸部120が硬削材140を螺進する際に、建築用
ねじ100の先端部が硬削材140をスムーズに穿孔で
きず、図8に示すように、硬削材140の下側表面の一
部が剥離するという問題があった。このように、硬削材
140の一部が剥離してしまうと、ねじ部122により
硬削材140に形成される雌ねじの長さが短くなり、頭
部110を硬削材140に埋入させる際に、ねじ部12
2が硬削材140に十分噛み合わず、硬削材140にお
けるねじ部122の推力が小さくなるという問題があっ
た。
When the hard cutting material 140 is fixed to the soft cutting material by using the above-mentioned conventional building screw 100, when the shaft portion 120 advances the hard cutting material 140, the building material is hardened. There is a problem that the tip of the screw 100 cannot smoothly pierce the hard cutting material 140 and a part of the lower surface of the hard cutting material 140 is peeled off as shown in FIG. When a part of the hard material 140 is peeled off as described above, the length of the female screw formed in the hard material 140 by the screw portion 122 is shortened, and the head 110 is embedded in the hard material 140. At this time, the screw 12
2 does not sufficiently mesh with the hard work material 140, and there is a problem that the thrust of the screw portion 122 in the hard work material 140 becomes small.

【0007】上記のように、硬削材140でのねじ部1
22の推力が制限されると、頭部110を硬削材に埋入
させるときの抵抗力よりも、ねじ部122の推力の方が
小さくなり、頭部110を硬削材に埋入させることがで
きなくなるという問題があった。特に、パーティクルボ
ードは木材に比べて堅いため、図9に示すように、頭部
110にセレーション111を設けて硬削材を研削する
ような構成としても、硬削材に頭部110が埋入しない
という不都合があった。
As described above, the threaded portion 1 of the hard material 140
When the thrust of the head 22 is limited, the thrust of the screw portion 122 is smaller than the resistance force when the head 110 is embedded in the hard material, and the head 110 is embedded in the hard material. There was a problem that could not be. In particular, since the particle board is harder than wood, as shown in FIG. 9, even when the head 110 is provided with serrations 111 to grind the hard material, the head 110 is embedded in the hard material. There was an inconvenience of not doing it.

【0008】このように、硬削材140に頭部110を
埋入させるときの抵抗が大きく、建築用ねじ100を回
転させても、回転数に応じた距離だけ、建築用ねじ10
0が硬削材及び軟削材の中に入っていかない状態となっ
たとき、ALC等の軟削材は、柔らかく脆弱であるた
め、建築用ねじ100を回転させているうちに、軟削材
の雌ねじ部が破壊されてしまうという不都合があった。
このように、軟削材の雌ねじが破壊されてしまうと、建
築用ねじ100について、十分な引き抜き抵抗を得るこ
とができなくなり、硬削材と軟削材とを十分な強度で組
み付けることができなってしまう。
As described above, when the head 110 is embedded in the hard-cut material 140, the resistance is large. Even when the architectural screw 100 is rotated, the architectural screw 10 has a distance corresponding to the number of rotations.
When 0 does not enter the hard-cutting material and the soft-cutting material, the soft-cutting material such as ALC is soft and brittle. However, there is a disadvantage that the female screw portion is destroyed.
In this way, if the internal thread of the soft-cutting material is broken, it becomes impossible to obtain sufficient pull-out resistance for the building screw 100, and the hard-cutting material and the soft-cutting material can be assembled with sufficient strength. turn into.

【0009】本発明の目的は、ねじ込み開始時におい
て、硬削材に対する螺進が良好であり、しかも、ねじ込
み後に硬削材に強固に締着されるようにした建築用ねじ
を提供することにある。
An object of the present invention is to provide an architectural screw which has a good screwing property to a hard material at the start of screwing, and which is firmly fastened to the hard material after screwing. is there.

【0010】[0010]

【課題を解決するための手段】上記課題は、本発明の請
求項1による建築用ねじによれば、頭部と、該頭部から
延出する軸部とを備えた建築用ねじであって、前記頭部
は前記軸部側に向けて次第に小径となるテーパー周壁を
有すると共に、該テーパー周壁にはセレーションが設け
られ、前記軸部は先端を基点として概略30度の角度に
形成された尖鋭部と、該尖鋭部側に設けられた第1のね
じ部と、前記頭部側に設けられた第2のねじ部と、前記
第1のねじ部と前記第2のねじ部との間に設けられたフ
ラット部とを備え、前記第1のねじ部の山径は、前記第
2のねじ部の山径よりも小さく形成したことにより解決
される。
SUMMARY OF THE INVENTION According to the present invention, there is provided an architectural screw having a head and a shaft extending from the head. The head has a tapered peripheral wall having a gradually decreasing diameter toward the shaft portion side, and the tapered peripheral wall is provided with serrations, and the shaft portion has a sharp point formed at an angle of approximately 30 degrees from a tip as a base point. Part, a first screw part provided on the sharp part side, a second screw part provided on the head side, and between the first screw part and the second screw part. The first and second screw portions are provided with a flat portion, and the diameter of the first screw portion is smaller than that of the second screw portion.

【0011】このように、本発明の建築用ねじには、概
略30度の鋭角に形成された尖鋭部が設けられているの
で、硬削材がパーティクルボードのような硬質の板材で
あっても、硬削材を穿孔しながらスムーズに進行し、硬
削材の下側を剥離させることなく貫通する。したがっ
て、硬削材に形成される雌ねじ部の長さを大きくとるこ
とができ、第2のねじ部を硬削材に十分噛み合わせるこ
とができる。
As described above, since the architectural screw of the present invention is provided with the sharp portion formed at an acute angle of about 30 degrees, even if the hard cutting material is a hard plate material such as a particle board. The drilling proceeds smoothly while drilling the hard-cut material, and penetrates without peeling the lower side of the hard-cut material. Therefore, the length of the female screw portion formed on the hard-cut material can be increased, and the second screw portion can be sufficiently engaged with the hard-cut material.

【0012】また、尖鋭部に続く第1のねじ部の山径
が、第2のねじ部の山径よりも小さく形成されているの
で、第1のねじ部が形成した雌ねじ部に、第2のねじ部
を大きな推力で螺合させることが可能となる。
Further, since the thread diameter of the first screw portion following the sharp portion is formed smaller than that of the second screw portion, the female screw portion formed by the first screw portion has the second thread portion. Can be screwed together with a large thrust.

【0013】なお、前記第1のねじ部の山径を、前記第
2のねじ部の山径よりも概略0.5mm小さく形成する
と、第2のねじ部を無理なく、且つ確実に螺合させるこ
とができ好適である。このように、第2のねじ部を硬削
材に確実に螺合させることができるので、頭部を硬削材
に埋入させる際に抵抗力が発生しても、建築用ねじを空
転させることなくねじ込むことができ、空転による雌ね
じ部の破壊を防止して、被着材を確実に締着させること
が可能となる。
[0013] If the first thread portion is formed to have a crest diameter approximately 0.5 mm smaller than the second thread portion, the second screw portion can be screwed into the second screw portion without difficulty. It is preferred. As described above, since the second screw portion can be securely screwed into the hard-cut material, even if a resistance force is generated when the head is embedded in the hard-cut material, the architectural screw is idled. It can be screwed in without causing breakage of the female screw portion due to idling, and the adherend can be securely tightened.

【0014】また、ねじ先端部が硬削材を突き抜けた
後、軟削材にねじ部が形成されるまでに、若干の時間を
必要とするが、その間にも建築用ねじSは下方に推進す
るため、硬削材と軟削材との間に浮きが発生することが
ある。この浮きを解消するために、本例の建築用ねじに
は、第1のねじ部に連続するフラット部が設けられてい
る。フラット部は、第1のねじ部に続いて硬削材に進行
し、硬削材において空転し、ねじの噛み合いを減少させ
るものである。このように、ねじの噛み合いを減少させ
ることにより、硬削材を自重により軟削材側に下降させ
ることができる。したがって、硬削材と軟削材とを密着
させ、硬削材と軟削材との間に発生した浮きを解消する
ことが可能となる。
Also, after the screw tip penetrates through the hard-cutting material, it takes some time until the screw portion is formed in the soft-cutting material. During this time, the building screw S is propelled downward. Therefore, floating may occur between the hard-cutting material and the soft-cutting material. In order to eliminate this floating, the architectural screw of the present example is provided with a flat portion that is continuous with the first screw portion. The flat portion advances to the hard cutting material following the first screw portion, and idles in the hard cutting material to reduce screw engagement. As described above, by reducing the screw engagement, the hard-cut material can be lowered toward the soft-cut material by its own weight. Therefore, the hard-cutting material and the soft-cutting material are brought into close contact with each other, and the floating generated between the hard-cutting material and the soft-cutting material can be eliminated.

【0015】[0015]

【発明の実施の形態】本発明の建築用ねじSは、頭部1
0と、頭部10から延出する軸部20とを備えている。
頭部10は軸部20側に向けて次第に小径となるテーパ
ー周壁10aを有している。そして、このテーパー周壁
10aには、鋸刃状のセレーション11が設けられてい
る。セレーション11は、頭部10を硬削材40に埋入
させるときに、硬削材を研削し、頭部10の抵抗力を減
少させるものである。
BEST MODE FOR CARRYING OUT THE INVENTION An architectural screw S of the present invention
0 and a shaft portion 20 extending from the head 10.
The head 10 has a tapered peripheral wall 10a whose diameter gradually decreases toward the shaft portion 20 side. A serration 11 having a saw blade shape is provided on the tapered peripheral wall 10a. The serrations 11 are used to grind the hard-cutting material when the head 10 is embedded in the hard-cutting material 40 and reduce the resistance of the head 10.

【0016】本発明の建築用ねじSの軸部20は、尖鋭
部21と、第1のねじ部22aと、第2のねじ部22b
と、フラット部23とを備えている。尖鋭部21は、建
築用ねじSの先端30を基点として概略30度の角度に
形成されている。
The shaft portion 20 of the architectural screw S of the present invention has a sharp portion 21, a first screw portion 22a, and a second screw portion 22b.
And a flat portion 23. The sharp part 21 is formed at an angle of about 30 degrees with the tip 30 of the building screw S as a base point.

【0017】このように、建築用ねじSの先端側に、概
略30度の尖鋭部21が設けられているので、建築用ね
じSを硬削材40にねじ込むときに、硬削材40への穿
孔がし易くなり、建築用ねじSをスムーズに螺進させる
ことが可能となる。
As described above, since the sharp portion 21 of approximately 30 degrees is provided on the tip side of the building screw S, when the building screw S is screwed into the hard cutting material 40, Drilling is facilitated, and the building screw S can be smoothly screwed.

【0018】上記尖鋭部21側には、第1のねじ部22
aが形成されている。また、頭部10側には、第2のね
じ部22bが形成されている。第1のねじ部22aと第
2のねじ部22bとの間には、フラット部23が形成さ
れている。フラット部23は、硬削材40に進行して、
硬削材40におけるねじの噛み合いを減少させ、硬削材
40を自重で下降させて、硬削材と軟削材との間に発生
した浮きを解消するものである。
A first screw portion 22 is provided on the sharp portion 21 side.
a is formed. In addition, a second screw portion 22b is formed on the head 10 side. A flat part 23 is formed between the first screw part 22a and the second screw part 22b. The flat portion 23 advances to the hard cut material 40,
The purpose is to reduce the engagement of the screw in the hard cut material 40 and lower the hard cut material 40 by its own weight, thereby eliminating the floating generated between the hard cut material and the soft cut material.

【0019】また、第1のねじ部22aの山径は、第2
のねじ部の山径22bよりも小さく形成されている。よ
り具体的には、第1のねじ部22aの山径は、第2のね
じ部22bの山径よりも概略0.5mm小さく形成され
ている。したがって、第1のねじ部22aにより形成さ
れた雌ねじ部に、第2のねじ部22bが大きな推力で噛
み合うことになり、硬削材40に第2のねじ部22bを
確実に螺合させることが可能となる。
The thread diameter of the first screw portion 22a is
Is formed smaller than the thread diameter 22b of the threaded portion. More specifically, the crest diameter of the first screw portion 22a is formed to be approximately 0.5 mm smaller than the crest diameter of the second screw portion 22b. Therefore, the second screw portion 22b meshes with the female screw portion formed by the first screw portion 22a with a large thrust, and the second screw portion 22b can be securely screwed to the hard work material 40. It becomes possible.

【0020】[0020]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。なお、以下に説明する部材,配置等は本発明を
限定するものでなく、本発明の趣旨の範囲内で種々改変
することができるものである。
An embodiment of the present invention will be described below with reference to the drawings. The members, arrangements, and the like described below do not limit the present invention, and can be variously modified within the scope of the present invention.

【0021】図1乃至図7は本発明に係る実施例を示す
ものであり、図1は建築用ねじを示す説明図、図2は尖
鋭部と第1のねじ部が硬削材を貫通するときの状態を示
す要部拡大図、図3は頭部を硬削材に埋入させた状態を
示す要部拡大図、図4乃至図7は建築用ねじを硬削材及
び軟削材に締着させる工程を示す説明図である。なお、
図2乃至図7における硬削材及び軟削材は、断面が示さ
れているものであるが、建築用ねじによる締結状態を明
確に示すため、断面であることを表す斜線表示は省略し
た。
FIGS. 1 to 7 show an embodiment according to the present invention. FIG. 1 is an explanatory view showing a building screw, and FIG. 2 is a sharp part and a first screw part penetrating a hard cut material. FIG. 3 is an enlarged view of a main part showing a state in which the head is embedded in a hard-cut material, and FIGS. 4 to 7 are diagrams showing construction screws for hard-cut and soft-cut materials. It is explanatory drawing which shows the process of fastening. In addition,
The hard-cutting material and the soft-cutting material in FIGS. 2 to 7 are shown in cross section, but the hatching indicating the cross section is omitted in order to clearly show the fastening state with the building screws.

【0022】本例の建築用ねじSは、図1に示すよう
に、頭部10と、頭部10から延出する軸部20とを備
えている。建築用ねじSは、木材やパーティクルボード
等の硬削材と、ALC等の軟削材とを締着するために使
用される。建築用ねじSは、例えば90mmの長さに形
成されている。
As shown in FIG. 1, the construction screw S of this embodiment has a head 10 and a shaft 20 extending from the head 10. The architectural screw S is used to fasten a hard cut material such as wood or particle board and a soft cut material such as ALC. The building screw S is formed to have a length of, for example, 90 mm.

【0023】頭部10は、図1に示すように、軸部20
に向けて次第に小径となるテーパー周壁10aを有する
形状に形成され、このテーパー周壁10aにはセレーシ
ョン11が設けられている。セレーション11は、断面
鋸歯状に形成されており、硬削材40に頭部10を埋入
させるときに、硬削材40を切削し、頭部埋入時の抵抗
を減少させるものである。また、頭部10の端面12に
は、回転工具と係合する係合部(図示せず)が形成され
ている。係合部は、例えば、プラス溝またはマイナス溝
として形成されている。
The head 10 is, as shown in FIG.
Is formed in a shape having a tapered peripheral wall 10a whose diameter becomes gradually smaller toward. The serration 11 is formed in a saw-tooth shape in cross section, and when the head 10 is embedded in the hard-cut material 40, the serration 11 is cut to reduce the resistance when the head is inserted. An engagement portion (not shown) for engaging with the rotary tool is formed on the end face 12 of the head 10. The engaging portion is formed, for example, as a plus groove or a minus groove.

【0024】軸部20は、図1に示すように、尖鋭部2
1と、第1のねじ部22aと、第2のねじ部22bと、
フラット部23とから構成されている。軸部20の最先
端側には、尖鋭部21が位置し、尖鋭部21側に続いて
第1のねじ部22aが形成され、フラット部23を挟ん
で頭部10側に、第2のねじ部22bが形成されてい
る。
As shown in FIG. 1, the shaft portion 20 has a sharp portion 2
1, a first screw portion 22a, a second screw portion 22b,
And a flat part 23. A sharp portion 21 is located at the foremost side of the shaft portion 20, a first screw portion 22a is formed following the sharp portion 21 side, and a second screw portion is formed on the head 10 side with the flat portion 23 interposed therebetween. A portion 22b is formed.

【0025】本例の尖鋭部21は、周面にねじ部を設け
ない構成とされている。また、尖鋭部21は、建築用ね
じSの先端部が所定の強度を保ち、且つ硬削材40を破
壊することなくスムーズに貫通することができるよう
に、先端30を基点として概略30度に形成されてい
る。
The sharp portion 21 of this embodiment has a configuration in which no thread is provided on the peripheral surface. Further, the sharp portion 21 is formed at approximately 30 degrees with the tip 30 as a base point so that the tip of the building screw S can maintain a predetermined strength and penetrate smoothly without breaking the hard work material 40. Is formed.

【0026】第1のねじ部22aは、図1に示すよう
に、尖鋭部21側に形成され、軸部20の3分の2程度
の範囲に形成されている。第1のねじ部22aは、後述
するように、被着材としての硬削材40及び軟削材50
へねじ込んだとき、硬削材40と軟削材50の両方に螺
合するものである。
As shown in FIG. 1, the first screw portion 22a is formed on the sharp portion 21 side, and is formed in a range of about two thirds of the shaft portion 20. As described later, the first screw portion 22a is provided with a hard cut material 40 and a soft cut material 50 as adherends.
When screwed into the hard cutting material 40 and the soft cutting material 50, it is screwed.

【0027】第2のねじ部22bは、建築用ねじSの頭
部10首下に形成されている。第2のねじ部22bは、
上記第1のねじ部22aよりも短めに形成されており硬
削材40に螺合して、建築用ねじSを固定するように構
成されている。
The second screw portion 22b is formed below the head 10 of the building screw S. The second screw portion 22b is
The first screw portion 22a is formed to be shorter than the first screw portion 22a, and is configured to be screwed to the hard work material 40 to fix the building screw S.

【0028】上記第1のねじ部22aと第2のねじ部2
2bとは、第1のねじ部22aが形成した雌ねじ部に、
第2のねじ部22bを、無理なく、且つ確実に噛み合わ
せることができるように、第1のねじ部22aの山径
が、第2のねじ部22bの山径よりも小さくなるように
形成されている。本例では、第1のねじ部22aの山径
と、第2のねじ部22bの山径との寸法差を、0.5m
mとしている。より具体的には、第1のねじ部22aの
山径を6.0mmに、第2のねじ部22bの山径を6.
5mmに形成している。
The first screw portion 22a and the second screw portion 2
2b is a female screw portion formed by the first screw portion 22a,
The first screw portion 22a is formed such that the crest diameter is smaller than the crest diameter of the second screw portion 22b so that the second screw portion 22b can be engaged with the second screw portion 22b without difficulty and securely. ing. In this example, the dimensional difference between the crest diameter of the first screw portion 22a and the crest diameter of the second screw portion 22b is 0.5 m
m. More specifically, the first screw portion 22a has a crest diameter of 6.0 mm, and the second screw portion 22b has a crest diameter of 6.0 mm.
It is formed to 5 mm.

【0029】フラット部23は、第1のねじ部22aと
第2のねじ部22bとの間に位置しており、第1のねじ
部22aの山径と等しいか、それよりも小さい径に形成
されている。フラット部23は、建築用ねじSを硬削材
40及び軟削材50へねじ込んだときに発生する浮きを
解消するためのものである。
The flat portion 23 is located between the first screw portion 22a and the second screw portion 22b, and has a diameter equal to or smaller than the peak diameter of the first screw portion 22a. Have been. The flat portion 23 is for eliminating floating generated when the building screw S is screwed into the hard-cut material 40 and the soft-cut material 50.

【0030】すなわち、ねじ先端部が硬削材を突き抜け
た後、軟削材にねじ部が形成されるまでに若干の時間を
必要とするが、その間にも建築用ねじSは下方に推進
し、その結果、建築用ねじSを締着する前に、硬削材4
0が軟削材50から浮き上がってしまう。
That is, after the screw tip penetrates through the hard-cutting material, it takes some time until the screw portion is formed in the soft-cutting material. During that time, the building screw S is propelled downward. As a result, before tightening the building screw S, the hard material 4
0 rises from the soft cutting material 50.

【0031】このとき、本例の建築用ねじSに設けられ
ているフラット部23が硬削材40に進行することによ
り、硬削材40へのねじのかかりを少なくし、硬削材4
0を自重により軟削材50側に下降させることができ
る。このようにして、硬削材40と軟削材50とを密着
させ、硬削材40と軟削材50との間に発生した浮きを
解消することが可能となる。
At this time, the flat portion 23 provided on the architectural screw S of the present example advances to the hard work material 40, so that the threading of the hard work material 40 is reduced, and the hard work material 4 is removed.
0 can be lowered to the soft cutting material 50 side by its own weight. In this manner, the hard-cut material 40 and the soft-cut material 50 are brought into close contact with each other, and the floating generated between the hard-cut material 40 and the soft-cut material 50 can be eliminated.

【0032】次に、本例の建築用ねじSを用いて、軟削
材50に硬削材40を締着させる工程について説明す
る。図4乃至図7は建築用ねじSを被着材としての硬削
材40及び軟削材50に締着させる工程を示す説明図で
ある。また、図2は尖鋭部21と第1のねじ部22aが
硬削材40を貫通するときの状態を示す要部拡大図、図
3は頭部10を硬削材40に埋入させた状態を示す要部
拡大図である。
Next, a process of fastening the hard cutting material 40 to the soft cutting material 50 using the building screw S of this embodiment will be described. 4 to 7 are explanatory views showing a process of fastening the building screw S to the hard-cut material 40 and the soft-cut material 50 as adherends. FIG. 2 is an enlarged view of a main part showing a state in which the sharp part 21 and the first screw part 22a penetrate the hard material 40. FIG. 3 shows a state in which the head 10 is embedded in the hard material 40. FIG.

【0033】図4に示すように、先ず、建築用ねじSの
尖鋭部21を硬削材40に進入させる。尖鋭部21は、
硬削材40に打ち込まれ、尖鋭部21がある程度打ち込
まれると、第1のねじ部22aが、尖鋭部21によって
開けられた硬削材40の穿孔に達するから、今度は頭部
10の係合部に、スパナ或いはレンチ或いは電動工具と
いった回転工具を当てて、建築用ねじSを回転させる。
As shown in FIG. 4, first, the sharp portion 21 of the building screw S is made to enter the hard-cut material 40. The sharp part 21
When the sharpened portion 21 is driven into the hardened material 40 and the sharp portion 21 is driven to some extent, the first screw portion 22a reaches the perforation of the hardened material 40 opened by the sharpened portion 21. A rotary tool such as a wrench, a wrench, or a power tool is applied to the part to rotate the building screw S.

【0034】第1のねじ部22aは、尖鋭部21によっ
て形成された穿孔にガイドされながらねじ込まれる。そ
して、尖鋭部21は第1のねじ部22aの推力により硬
削材40を穿孔しながら進行する。
The first screw portion 22a is screwed in while being guided by the hole formed by the sharp portion 21. Then, the sharp portion 21 advances while piercing the hard work material 40 by the thrust of the first screw portion 22a.

【0035】尖鋭部21は、概略30度の鋭角に形成さ
れており、硬削材40がパーティクルボードのように硬
質の板材であっても、硬削材40を穿孔しながらスムー
ズに進行し、図2に示すように、硬削材40の下側を剥
離させることなく貫通する。
The sharp portion 21 is formed at an acute angle of approximately 30 degrees. Even if the hard cutting material 40 is a hard plate material such as a particle board, the sharp cutting portion 21 smoothly advances while piercing the hard cutting material 40, As shown in FIG. 2, the lower side of the hard cut material 40 penetrates without being separated.

【0036】尖鋭部21と第1のねじ部22aとは、硬
削材40を貫通した後、軟削材にねじ部が形成されるま
でに若干の時間を必要とするが、その間にも建築用ねじ
Sは下方に推進するため、図5に示すように、硬削材4
0と軟削材50との間で浮きが発生する。
The sharp portion 21 and the first screw portion 22a require some time after the hard cutting material 40 has been penetrated to form a screw portion in the soft cutting material. As shown in FIG. 5, the hard screw 4
Float occurs between 0 and the soft cutting material 50.

【0037】しかし、本例の建築用ねじSには、フラッ
ト部23が設けられているので、フラット部23が硬削
材40に入ることにより、硬削材40へのねじ部のかか
りを少なくし、硬削材40が自重で下に落ちるように作
用して、硬削材40と軟削材50とを密着させ、浮きを
解消する。
However, since the flat portion 23 is provided in the building screw S of this embodiment, the flat portion 23 enters the hard material 40, so that the thread portion of the hard material 40 is hardly applied to the hard material 40. Then, the hard-cutting material 40 acts to fall down by its own weight, thereby bringing the hard-cutting material 40 and the soft-cutting material 50 into close contact with each other, and eliminating floating.

【0038】次に、図6に示すように、第2のねじ部2
2bを硬削材40に進入させる。硬削材40には尖鋭部
21及び第1のねじ部22aにより、雌ねじ部が形成さ
れているが、第2のねじ部22bは第1のねじ部22a
よりも山径を大きく形成されているので、第2のねじ部
22bは大きな推力で、硬削材40に螺合される。
Next, as shown in FIG.
2b enters the hard material 40. The hard cutting material 40 has a female screw portion formed by the sharp portion 21 and the first screw portion 22a, while the second screw portion 22b is formed by the first screw portion 22a.
Since the diameter of the second screw portion 22b is larger than that of the second screw portion 22b, the second screw portion 22b is screwed to the hard work material 40 with a large thrust.

【0039】上記工程により、第1のねじ部22aと第
2のねじ部22bとが、硬削材40及び軟削材50にね
じ込まれたら、最後に図3に示すように、頭部10を硬
削材40に埋入させて建築用ねじSを固定する。本例の
建築用ねじSは、前記したように、硬削材40の一部を
破壊することなく貫通するので、硬削材40において、
第2のねじ部22bをねじ込むための雌ねじ部がより長
く確保されている。
After the first screw portion 22a and the second screw portion 22b are screwed into the hard-cut material 40 and the soft-cut material 50 by the above steps, finally, as shown in FIG. The building screw S is fixed by being embedded in the hard cutting material 40. As described above, the architectural screw S penetrates the hard-cut material 40 without breaking a part thereof.
A longer female screw portion for screwing the second screw portion 22b is secured.

【0040】このように、硬削材40の雌ねじ部の長さ
を大きく確保することにより、図7に示すように、第2
のねじ部22b全てを硬削材40に螺合させることがで
き、確実に締め込むことが可能となる。また、第2のね
じ部22bの山径の方が、第1のねじ部の山径22aよ
りも大きく形成されているため、第1のねじ部22aに
より形成された雌ねじ部に、第2のねじ部22bを大き
な推力で螺合させることが可能となる。
As described above, by securing a large length of the female screw portion of the hard-cut material 40, the second thread is formed as shown in FIG.
Can be screwed into the hard work material 40, and can be securely tightened. Also, since the thread diameter of the second screw portion 22b is formed to be larger than the thread diameter 22a of the first screw portion, the female screw portion formed by the first screw portion 22a has the second thread. The screw portion 22b can be screwed with a large thrust.

【0041】また、頭部10にはセレーション11が形
成されているので、セレーション11で硬削材40を切
削し、硬削材40に頭部10を埋入させるときの抵抗を
減少させる。
Further, since the serrations 11 are formed on the head 10, the hard cutting material 40 is cut by the serrations 11 to reduce the resistance when the head 10 is embedded in the hard cutting material 40.

【0042】したがって、硬削材40が硬質で、頭部1
0を埋入させるときの抵抗が大きかったとしても、第2
のねじ部22bを硬削材40に大きな推力でねじ込み、
頭部10を埋入させることが可能となる。このようにし
て、頭部10を埋入させるときに発生していたねじの空
転を防止することが可能となり、軟削材50に形成され
た雌ねじ部を破壊することなく、硬削材と軟削材とを確
実に締着することが可能となる。
Therefore, the hard cutting material 40 is hard and the head 1
Even if the resistance when embedding 0 is large, the second
Screw 22b into the hard material 40 with a large thrust,
The head 10 can be implanted. In this way, it is possible to prevent the screw from spinning which has been generated when the head 10 is embedded, and without breaking the internal thread portion formed on the soft-cutting material 50, It is possible to securely fasten the cutting material.

【0043】なお、上記実施例において、建築用ねじS
の長さを90mm、第1のねじ部の山径を6mm、第2
のねじ部の山径を6.5mmとした例を示したが、建築
用ねじSの寸法はこれに限るものではなく、第2のねじ
部の山径よりも、第1のねじ部の山径を小さくした構成
であれば、自由な寸法に形成して良いことは勿論であ
る。
In the above embodiment, the construction screw S
The length of the first screw portion is 6 mm, the length of the
Although the example in which the thread diameter of the threaded portion is 6.5 mm is shown, the dimension of the building screw S is not limited to this, and the thread diameter of the first threaded portion is larger than the threaded diameter of the second threaded portion. Of course, if the diameter is reduced, it may be formed in any size.

【0044】[0044]

【発明の効果】以上のように、本発明の建築用ねじに
は、概略30度の鋭角に形成された尖鋭部が設けられて
いるので、硬削材がパーティクルボードのような硬質の
板材であっても、硬削材を穿孔しながらスムーズに進行
し、硬削材の下側を剥離させることなく貫通させること
が可能となる。したがって、硬削材に形成される雌ねじ
部の長さを大きくとることができ、第2のねじ部を硬削
材に十分噛み合わせることができる。
As described above, since the architectural screw of the present invention has a sharp portion formed at an acute angle of about 30 degrees, the hard cutting material is a hard plate material such as a particle board. Even if the hard material is drilled, it proceeds smoothly while drilling the hard material, and the hard material can be penetrated without peeling off the lower side. Therefore, the length of the female screw portion formed on the hard-cut material can be increased, and the second screw portion can be sufficiently engaged with the hard-cut material.

【0045】また、尖鋭部に続く第1のねじ部の山径
が、第2のねじ部の山径よりも小さく形成されているの
で、第1のねじ部が形成した雌ねじ部に、第2のねじ部
を大きな推力で螺合させることが可能となる。
Further, since the thread diameter of the first thread portion following the sharp portion is formed smaller than the thread diameter of the second thread portion, the female thread formed by the first thread portion has the second thread diameter. Can be screwed together with a large thrust.

【0046】なお、前記第1のねじ部の山径を、前記第
2のねじ部の山径よりも概略0.5mm小さく形成する
と、第2のねじ部を無理なく、且つ確実に螺合させるこ
とができ好適である。このように、第2のねじ部を硬削
材に確実に螺合させることができるので、頭部を硬削材
に埋入させる際に抵抗力が発生しても、建築用ねじを空
転させることなくねじ込むことができ、空転による雌ね
じ部の破壊を防止して、被着材を確実に締着させること
が可能となる
When the diameter of the first screw portion is formed to be approximately 0.5 mm smaller than the diameter of the second screw portion, the second screw portion can be screwed into the second screw portion without difficulty. It is preferred. As described above, since the second screw portion can be securely screwed into the hard-cut material, even if a resistance force is generated when the head is embedded in the hard-cut material, the architectural screw is idled. It can be screwed in without causing breakage of the internal thread due to idling, and it is possible to securely tighten the adherend

【0047】また、ねじ先端部が硬削材を突き抜けた
後、軟削材にねじ部が形成されるまで若干の時間を必要
とするが、その間にも建築用ねじSは下方に推進するた
め、硬削材と軟削材との間に浮きが発生することがあ
る。この浮きを解消するために、本例の建築用ねじに
は、第1のねじ部に連続するフラット部が設けられてい
る。フラット部は、第1のねじ部に続いて硬削材に進行
し、硬削材において空転し、ねじの噛み合いを減少させ
るものである。このように、ねじの噛み合いを減少させ
ることにより、硬削材を自重により軟削材側に下降させ
ることができる。したがって、硬削材と軟削材とを密着
させ、硬削材と軟削材との間に発生した浮きを解消する
ことが可能となる。
Also, after the tip of the screw has penetrated the hard-cut material, it takes some time until the screw portion is formed in the soft-cut material. In some cases, floating occurs between the hard-cutting material and the soft-cutting material. In order to eliminate this floating, the architectural screw of the present example is provided with a flat portion that is continuous with the first screw portion. The flat portion advances to the hard cutting material following the first screw portion, and idles in the hard cutting material to reduce screw engagement. As described above, by reducing the engagement of the screws, the hard cut material can be lowered to the soft cut material side by its own weight. Therefore, the hard-cutting material and the soft-cutting material are brought into close contact with each other, and the floating generated between the hard-cutting material and the soft-cutting material can be eliminated.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の建築用ねじを示す説明図である。FIG. 1 is an explanatory view showing a building screw of the present invention.

【図2】尖鋭部と第1のねじ部が硬削材を貫通するとき
の状態を示す要部拡大図である。
FIG. 2 is an enlarged view of a main part showing a state where a sharp part and a first screw part penetrate a hard material.

【図3】頭部を硬削材に埋入させた状態を示す要部拡大
図である。
FIG. 3 is an enlarged view of a main part showing a state where the head is embedded in a hard-cut material.

【図4】建築用ねじを硬削材及び軟削材に締着させる工
程を示す説明図である。
FIG. 4 is an explanatory view showing a step of fastening a building screw to a hard-cut material and a soft-cut material.

【図5】建築用ねじを硬削材及び軟削材に締着させる工
程を示す説明図である。
FIG. 5 is an explanatory view showing a step of fastening a building screw to a hard material and a soft material.

【図6】建築用ねじを硬削材及び軟削材に締着させる工
程を示す説明図である。
FIG. 6 is an explanatory view showing a step of fastening a building screw to a hard-cut material and a soft-cut material.

【図7】建築用ねじを硬削材及び軟削材に締着させる工
程を示す説明図である。
FIG. 7 is an explanatory view showing a step of fastening a building screw to a hard cut material and a soft cut material.

【図8】従来例を示す説明図である。FIG. 8 is an explanatory diagram showing a conventional example.

【図9】従来例を示す説明図である。FIG. 9 is an explanatory diagram showing a conventional example.

【符号の説明】[Explanation of symbols]

10 頭部 11 セレーション 12 端面 20 軸部 21 尖鋭部 22a 第1のねじ部 22b 第2のねじ部 23 フラット部 30 先端 40 硬削材 50 軟削材 S 建築用ねじ DESCRIPTION OF SYMBOLS 10 Head 11 Serration 12 End surface 20 Shaft part 21 Sharp part 22a 1st screw part 22b 2nd screw part 23 Flat part 30 Tip 40 Hard cutting material 50 Soft cutting material S Architectural screw

フロントページの続き (72)発明者 山中 裕二 大阪府大阪市北区梅田3丁目3番5号 大 和ハウス工業株式会社内 (72)発明者 ▲高▼橋 邦雄 栃木県佐野市関川町605番地 株式会社晃 和内 (72)発明者 辻 博士 大阪府柏原市円明町1064番地の3 株式会 社コクブ内Continued on the front page (72) Inventor Yuji Yamanaka 3-5-5 Umeda, Kita-ku, Osaka-shi, Osaka Prefecture Inside Daiwa House Industry Co., Ltd. (72) Inventor ▲ Taka ▼ Kunio 605 Sekikawacho, Sano-shi, Tochigi Stock (72) Inventor Dr. Tsuji 1064 Enmeicho, Kashiwara-shi, Osaka

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 頭部と、該頭部から延出する軸部とを備
えた建築用ねじであって、 前記頭部は前記軸部側に向けて次第に小径となるテーパ
ー周壁を有すると共に、該テーパー周壁にはセレーショ
ンが設けられ、 前記軸部は先端を基点として概略30度の角度に形成さ
れた尖鋭部と、該尖鋭部側に設けられた第1のねじ部
と、前記頭部側に設けられた第2のねじ部と、前記第1
のねじ部と前記第2のねじ部との間に設けられたフラッ
ト部とを備え、 前記第1のねじ部の山径は、前記第2のねじ部の山径よ
りも小さく形成されたことを特徴とする建築用ねじ。
1. An architectural screw having a head and a shaft extending from the head, wherein the head has a tapered peripheral wall having a gradually decreasing diameter toward the shaft. The tapered peripheral wall is provided with serrations. The shaft portion has a sharp portion formed at an angle of approximately 30 degrees from the tip as a base, a first screw portion provided on the sharp portion side, and the head side. A second screw portion provided on the
And a flat portion provided between the second screw portion and the second screw portion, wherein the crest diameter of the first screw portion is formed smaller than the crest diameter of the second screw portion. An architectural screw characterized by:
【請求項2】 前記第1のねじ部の山径は、前記第2の
ねじ部の山径よりも概略0.5mm小さく形成されたこ
とを特徴とする請求項1記載の建築用ねじ。
2. The architectural screw according to claim 1, wherein the thread diameter of the first screw portion is formed to be approximately 0.5 mm smaller than the thread diameter of the second screw portion.
JP11198199A 1999-07-12 1999-07-12 Building screw Pending JP2001027213A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11198199A JP2001027213A (en) 1999-07-12 1999-07-12 Building screw

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11198199A JP2001027213A (en) 1999-07-12 1999-07-12 Building screw

Publications (1)

Publication Number Publication Date
JP2001027213A true JP2001027213A (en) 2001-01-30

Family

ID=16387135

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11198199A Pending JP2001027213A (en) 1999-07-12 1999-07-12 Building screw

Country Status (1)

Country Link
JP (1) JP2001027213A (en)

Similar Documents

Publication Publication Date Title
US5039262A (en) Self-drilling wall anchor
US5449257A (en) Self drilling anchor
AU712980B2 (en) Screw fastener in metal connector to wood structure shear connection
US7070376B1 (en) Self-drilling, self-anchoring fastener for concrete
US5692864A (en) Self-threading anchor with spreadable leg portions joined by a frangible drill end portion
US5267423A (en) Self-drilling anchor and bearing plate assembly
US8863469B2 (en) Thermal clip attachment apparatus for masonry anchors and methods thereof
US6923611B2 (en) Self-drilling fastener
US6872042B2 (en) Knurled fastener with cutting edges and removable head
US20040109743A1 (en) Fastener clip for use in supplying fasteners to a fastener driving tool
JPH0784890B2 (en) anchor
EP0516430A1 (en) Drilling screw
JPH109233A (en) Self drilling anchor
CA2184217C (en) Plywood fastener
JP2001295818A (en) Wood screw
JP2001027213A (en) Building screw
JP2005030516A (en) Wood screw
JP3334563B2 (en) Driving screw for driving type screw tightening machine
AU669986B2 (en) Improved self-drilling wall anchor
JPH1037925A (en) Screw, tapping screw, and drill screw
US4454701A (en) Anchoring of material to concrete
JP2001289222A (en) Exterior wall material fitting structure in building
JP2002039135A (en) Screw for lightweight cellular concrete
EP0618376A1 (en) Improved self drilling anchor
JP3664481B2 (en) Screw for roof construction

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060712

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080610

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080612

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20081104