JPH08219130A - Fastening tapping screw and binding method for binding agent to steel beam - Google Patents

Fastening tapping screw and binding method for binding agent to steel beam

Info

Publication number
JPH08219130A
JPH08219130A JP2407095A JP2407095A JPH08219130A JP H08219130 A JPH08219130 A JP H08219130A JP 2407095 A JP2407095 A JP 2407095A JP 2407095 A JP2407095 A JP 2407095A JP H08219130 A JPH08219130 A JP H08219130A
Authority
JP
Japan
Prior art keywords
screw
steel beam
fastening
pilot hole
hole cutting
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.)
Withdrawn
Application number
JP2407095A
Other languages
Japanese (ja)
Inventor
Yuji Tamagawa
祐司 玉川
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP2407095A priority Critical patent/JPH08219130A/en
Publication of JPH08219130A publication Critical patent/JPH08219130A/en
Withdrawn legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)

Abstract

PURPOSE: To provide fastening tapping screws which can easily and assuredly bond a metallic member and a wood member to each other without prepared holes needing working, and a binding method for a binding agent to a steel beam. CONSTITUTION: A binding ridge 4 having its slant surfaces 9 along the slope of a roof 6 is fastened on a steel beam 2, lower holes for screws are cut from the upper surface of the binding ridge 4 to the steel beam 2 by non-thread parts 16 formed near to screw head parts 12 than prepared hole cutting parts 14 by the prepared hole cutting parts 14 formed at the screw end parts of fastening tapping screws 10. After this process, a thread is formed by screw parts 18 for threaded engagement.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、金属部材と木質部材と
を結合する締結用タッピングねじおよび鋼製梁への結合
材の結合方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fastening tapping screw for connecting a metal member and a wood member and a method for connecting a connecting material to a steel beam.

【0002】[0002]

【従来の技術】一般に、建築物の屋根の荷重を支持する
ために梁が用いられている。
Beams are commonly used to support the load of the roof of a building.

【0003】この梁としては、従来より木質梁が多く採
用されている。
As this beam, a wooden beam has been widely used conventionally.

【0004】このような梁を用いて屋根の荷重を支持す
る場合、屋根の勾配に沿った傾斜面を有する木質の結合
材を梁の上面に釘打ち等により結合し、この結合材に対
し屋根材を載置、固定するようにしている。
When such a beam is used to support the load on the roof, a wooden binder having an inclined surface along the slope of the roof is joined to the upper surface of the beam by nailing or the like, and the roof is connected to the binder. The material is placed and fixed.

【0005】[0005]

【発明が解決しようとする課題】近年では、木材の入手
の困難さおよび高価格化に伴い、木質梁の入手が困難と
なり、かつ高価なものとなってきている。
In recent years, it has become difficult and expensive to obtain wood beams due to the difficulty of obtaining wood and the increase in price.

【0006】そこで、木質梁に代えて鋼製梁を採用する
ことが考えられる。
Therefore, it is conceivable to use a steel beam instead of the wooden beam.

【0007】そして、このような鋼製梁で屋根の荷重を
支持する場合、従来使用していた木質の結合材を用いて
屋根材を載置、固定しようとすると、鋼製梁と木質の結
合材とを釘打ち等で結合することができない。
When the roof load is supported by such a steel beam, if the roof material is placed and fixed by using the conventionally used wood-like connecting material, the steel beam and the wood-like material are connected. It cannot be joined to the material by nailing.

【0008】そこで、一般的な金具留めや、ボルト締め
で結合しようとすると、鋼製梁及び結合材に結合用の下
孔等を加工しなければならず、加工に手間がかかり、製
造コストが増加することとなる。
[0008] Therefore, when connecting by general metal fittings or bolts, it is necessary to process the steel beam and the connecting hole in the connecting material, which requires time and labor for manufacturing. Will be increased.

【0009】本発明は、前記従来の問題点に着目してな
されたもので、その目的は、下孔加工等を要することな
く容易かつ確実に金属部材を木質部材とを結合すること
のできる締結用タッピングねじおよび鋼製梁への結合材
の結合方法を提供することにある。
The present invention has been made by paying attention to the above-mentioned conventional problems, and an object thereof is to fasten a metal member and a wood member easily and surely without requiring preparation of holes. To provide a method for connecting a bonding material to a tapping screw and a steel beam for use.

【0010】[0010]

【課題を解決するための手段】前記目的を達成するた
め、請求項1の発明は、金属部材と木質部材とを結合す
る締結用タッピングねじにおいて、前記金蔵部材にねじ
用の下孔を切削形成するねじ先端部の下孔切削部と、前
記下孔切削部よりもねじ頭部よりに形成された非ねじ部
と、前記非ねじ部とねじ頭部との間に形成され、前記金
属部材の下孔にねじを切削して螺合するねじ部と、を備
えることを特徴としている。
In order to achieve the above object, the invention of claim 1 is a tapping screw for fastening which joins a metal member and a wood member, by cutting a pilot hole for the screw in the metal member. Prepared hole cutting portion of the screw tip portion to be formed, a non-threaded portion formed from the screw head than the pilot hole cutting portion, formed between the non-threaded portion and the screw head, of the metal member And a threaded portion into which the screw is cut and screwed into the prepared hole.

【0011】請求項2の発明は、 請求項1において、
前記非ねじ部は、下孔切削部が木質部材を貫通して金属
部材に到達した後に、前記ねじ部が木質部材に入り込む
余裕を与えるに十分な長さにされていることを特徴とし
ている。
According to a second aspect of the present invention, in the first aspect,
The non-threaded portion is characterized in that it has a length sufficient to allow the threaded portion to enter the wood member after the pilot hole cutting portion has penetrated the wood member to reach the metal member.

【0012】請求項3の発明は、請求項1または2にお
いて、前記ねじ部とねじ頭部との間に、少なくとも木質
部材の貫通位置における厚さよりも長い非ねじ部が形成
されていることを特徴としている。
According to a third aspect of the present invention, in the first or second aspect, a non-threaded portion having a length that is at least longer than the thickness of the wood member at the penetrating position is formed between the threaded portion and the screw head. It has a feature.

【0013】請求項4の発明は、鋼製梁上に屋根の勾配
に沿った傾斜面を有する木質の結合材を結合する鋼製梁
への結合材の結合方法において、締結用タッピングねじ
のねじ先端部に形成した下孔切削部により、前記木質の
結合材上面から下孔切削部よりもねじ頭部よりに形成し
た非ねじ部により結合材と非螺合状態を維持しつつ結合
材を貫通させた後、前記下孔切削部により鋼製梁にねじ
用の下孔を切削形成し、この切削したねじ用の下孔に対
し前記非ねじ部とねじ頭部との間に形成したねじ部によ
りねじ用の下孔にねじを切削して螺合させることを特徴
としている。
According to a fourth aspect of the present invention, there is provided a method of connecting a binding material to a steel beam, comprising a wooden binding material having a sloped surface along a slope of a roof on the steel beam. The prepared hole cutting part formed at the tip part penetrates the bond material while maintaining the non-threaded state with the bond material by the non-threaded part formed from the upper surface of the wood-like bond material to the screw head rather than the prepared hole cut part. After that, a pilot hole for a screw is cut and formed in the steel beam by the pilot hole cutting portion, and a screw portion formed between the non-threaded portion and the screw head is formed for the cut pilot hole for the screw. The feature is that a screw is cut and screwed into the pilot hole for the screw.

【0014】[0014]

【作用】前記構成の請求項1記載の発明にあっては、ね
じ先端部の下孔切削部により金属部材にねじ用の下孔を
切削形成し、この下孔形成後にねじ部によって前記下孔
にねじを切削して螺合させることができ、しかも、下孔
切削部よりもねじ頭部よりに形成された非ねじ部によっ
て木質部材との螺合が防止され、金属部材に対する木質
部材の回転を防止し、木質部材の位置ずれを防止するこ
とができる。
In the invention according to claim 1 of the above construction, a prepared hole for a screw is cut and formed in the metal member by the prepared hole cutting portion of the screw tip, and the prepared hole is formed by the screw portion after the prepared hole is formed. The screw can be cut and screwed into the screw, and the non-threaded portion formed from the screw head rather than the pilot hole cutting portion prevents screwing with the wooden member, thus rotating the wooden member with respect to the metal member. Can be prevented, and the positional displacement of the wooden member can be prevented.

【0015】請求項第2記載の発明にあっては、非ねじ
部が、下孔切削部が木質部材を貫通して金属部材に到達
した後に、ねじ部が木質部材に入り込む余裕を与えるに
十分な長さに設定されることにより、下孔切削部が金属
部材に到達する前はねじ部が木質部材と螺合することが
なく、木質部材に回転力が付与されることがなく、金属
部材に対する木質部材の回転を確実に防止して、位置ず
れを防止することができる。
According to the second aspect of the present invention, the non-threaded portion is sufficient to allow the threaded portion to enter the wood member after the prepared hole cutting portion reaches the metal member through the wood member. By setting such a length, the threaded portion does not screw with the wood member before the prepared hole cutting portion reaches the metal member, and the rotational force is not applied to the wood member. It is possible to reliably prevent rotation of the wooden member with respect to, and to prevent displacement.

【0016】請求項3記載の発明にあっては、ねじ部と
ねじ頭部との間に形成した非ねじ部によって、ねじ部の
金属部材への螺合完了時に前記非ねじ部が木質部材と非
螺合状態となるため、金属部材に対する木質部材の浮き
上がりを防止して確実な締結状態を得ることができる。
According to the third aspect of the present invention, the non-threaded portion formed between the screw portion and the screw head causes the non-threaded portion to become the wooden member when the screwing of the screw portion to the metal member is completed. Since the non-screwed state is achieved, the wooden member can be prevented from being lifted up with respect to the metal member and a reliable fastening state can be obtained.

【0017】請求項4記載の発明にあっては、締結用タ
ッピングねじを用いて鋼製梁に下孔を切削形成し、その
後締結用タッピングねじのねじ部により下孔にねじを切
削して螺合させることにより、鋼製梁上に木質の結合材
を容易かつ確実に結合することができる。
According to another aspect of the present invention, a tapping screw for fastening is used to cut and form a pilot hole in a steel beam, and then a screw portion of the tapping screw for fastening is used to cut the screw into the pilot hole. By combining them, it is possible to easily and surely bond the wood-like binder to the steel beam.

【0018】[0018]

【実施例】以下、本発明の好適な実施例について、図面
を参照して詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described in detail below with reference to the drawings.

【0019】図1〜図5は、本発明の一実施例に係る締
結用タッピングねじおよびそれを用いた鋼製梁への結合
材の結合方法を示す図である。
FIGS. 1 to 5 are views showing a fastening tapping screw according to an embodiment of the present invention and a method of joining a joining material to a steel beam using the tapping screw.

【0020】この締結用タッピングねじ10は、金属部
材であるH型鋼からなる鋼製梁の上面に木質部材である
結合材としての結合棟4とを締結するようにしている。
また、この結合棟4は、屋根6の頂部において2枚の屋
根パネル8を支持するようになっており、その上面には
屋根6の勾配に沿った2つの傾斜面9が設けられ、この
傾斜面9上に屋根パネル8の頂部下面を載置して固定す
るようになっている。そして、このような鋼製梁2と結
合棟4とを締結する締結用タッピングねじ10は、ねじ
頭部12と下孔切削部14と、非ねじ部16と、ねじ部
18とから構成されている。
The tapping screw 10 for fastening is configured to fasten the upper surface of a steel beam made of H-shaped steel, which is a metal member, to a joining ridge 4 which is a joining member which is a wooden member.
In addition, this combined ridge 4 is adapted to support two roof panels 8 on the top of the roof 6, and has two inclined surfaces 9 along the slope of the roof 6 on the upper surface thereof. The top lower surface of the roof panel 8 is placed and fixed on the surface 9. The fastening tapping screw 10 for fastening the steel beam 2 and the joint ridge 4 is composed of a screw head 12, a pilot hole cutting portion 14, a non-threaded portion 16, and a screw portion 18. There is.

【0021】ねじ頭部12は、ドライバー等の工具を差
し込み回転力を付与するための差し込み係合部20が凹
設された状態となっている。
The screw head 12 is in a state in which the insertion engaging portion 20 for inserting a tool such as a screwdriver and applying a rotational force is recessed.

【0022】下孔切削部14は、ねじ先端部に形成され
たもので、結合棟4の上面に形成された傾斜面9から結
合棟4を貫通し、鋼製梁2のフランジ部2aの上面から
フランジ部2aを貫通してフランジ部2aにねじ用の下
孔を切削形成するようになっている。
The prepared hole cutting portion 14 is formed at the tip of the screw, penetrates the joint ridge 4 from the inclined surface 9 formed on the upper surface of the joint ridge 4, and the upper surface of the flange portion 2a of the steel beam 2. To penetrate the flange portion 2a to cut and form a prepared hole for a screw in the flange portion 2a.

【0023】非ねじ部16は、下孔切削部14よりもね
じ頭部12よりの位置に形成されたもので、この非ねじ
部16の長さは、下孔切削部14が結合棟4を貫通して
鋼製梁2のフランジ部2a上面に到達した後に、ねじ部
18が結合棟4の傾斜面9に入り込む余裕を与えるに十
分な長さに設定されている。このように、非ねじ部16
により、下孔切削部14が鋼製梁2のフランジ部2a上
面に到達するまでは、ねじ部18が結合棟4の傾斜面9
に到達して螺合しないようにすることで、ねじ部18の
螺合による結合棟4への回転力付与が行われないように
し、下孔切削部14が鋼製梁2のフランジ部2a上面に
到達するまでは結合棟4の位置ずれを防止するようにし
ている。
The non-threaded portion 16 is formed at a position closer to the screw head 12 than the pilot hole cutting portion 14, and the length of the non-threaded portion 16 is such that the pilot hole cutting portion 14 connects the connecting ridge 4 with each other. The screw portion 18 is set to have a length sufficient to allow the screw portion 18 to enter the inclined surface 9 of the coupling ridge 4 after it penetrates and reaches the upper surface of the flange portion 2a of the steel beam 2. In this way, the non-threaded portion 16
Thus, until the prepared hole cutting portion 14 reaches the upper surface of the flange portion 2a of the steel beam 2, the screw portion 18 is attached to the inclined surface 9 of the connecting ridge 4.
When the lower hole cutting portion 14 reaches the upper surface of the flange portion 2a of the steel beam 2, the rotation force is not applied to the joint ridge 4 by the screwing of the screw portion 18 by reaching the position The position of the connecting ridge 4 is prevented from being displaced until reaching the position.

【0024】ねじ部18は、非ねじ部16とねじ頭部1
2との間に形成されたもので、下孔切削部14によって
鋼製梁2のフランジ部2aに貫通形成されたねじ用の下
孔にねじを切削して螺合することにより、鋼製梁2と結
合棟4とを締結し得るようになっている。なお、このね
じ部18のねじ山は、下孔切削部14の外周よりも大き
な外径になるように設定され、下孔切削部14により形
成されるねじ用の下孔に対し確実にねじを形成し螺合で
きるようにされている。
The screw portion 18 includes the non-screw portion 16 and the screw head 1.
2 is formed between the steel beam 2 and the steel beam 2 by cutting and screwing a screw into a screw pilot hole formed in the flange portion 2a of the steel beam 2 by the pilot hole cutting portion 14. 2 and the connecting ridge 4 can be fastened together. The thread of the threaded portion 18 is set to have a larger outer diameter than the outer circumference of the pilot hole cutting portion 14, so that the pilot hole for the screw formed by the pilot hole cutting portion 14 is securely screwed. It can be formed and screwed.

【0025】次に、このような締結用タッピングねじ1
0を用いた鋼製梁2への結合棟4の結合方法について、
図1〜図3を中心に説明する。
Next, such a fastening tapping screw 1
Regarding the method of connecting the connecting ridge 4 to the steel beam 2 using 0,
1 to 3 will be mainly described.

【0026】まず、鋼製梁2のフランジ部2a上に結合
棟4の下面を載置する。
First, the lower surface of the joint ridge 4 is placed on the flange portion 2a of the steel beam 2.

【0027】この状態で、図1に示すように、締結用タ
ッピングねじ10のねじ先端部に形成した下孔切削部1
4を結合棟4の傾斜面9にあてがい、ねじ頭部12の差
し込み係合部20にドリル等の工具の先端を差し込み係
合させ、締結用タッピングねじ10を回転させることに
より、下孔切削部14が結合棟4を切削して結合棟4を
貫通し、鋼製梁2のフランジ部2a上面に到達する。
In this state, as shown in FIG. 1, the prepared hole cutting portion 1 formed at the screw tip portion of the fastening tapping screw 10.
4 is applied to the inclined surface 9 of the coupling ridge 4, the tip of a tool such as a drill is inserted and engaged with the insertion engaging portion 20 of the screw head 12, and the fastening tapping screw 10 is rotated, whereby the pilot hole cutting portion 14 cuts the joint ridge 4 and penetrates the joint ridge 4, and reaches the upper surface of the flange portion 2 a of the steel beam 2.

【0028】この場合、下孔切削部14に隣接して下孔
切削部14が結合棟4を貫通してフランジ部2a上面に
到達した後にねじ部18が結合棟4の傾斜面9に到達し
得るに十分な長さに設定されているため、ねじ部18と
結合棟4は非螺合状態を維持し結合棟4に螺合による回
転力が付与されず、位置ずれが防止された状態で下孔切
削部14がフランジ部2aの上面に到達することとな
る。
In this case, adjacent to the pilot hole cutting portion 14, the pilot hole cutting portion 14 penetrates the joint ridge 4 to reach the upper surface of the flange portion 2a, and then the screw portion 18 reaches the inclined surface 9 of the joint ridge 4. Since the length is set to be sufficient for obtaining, the screw portion 18 and the connecting ridge 4 remain in a non-threaded state, the rotational force due to the screwing is not applied to the connecting ridge 4, and the positional deviation is prevented. The prepared hole cutting portion 14 reaches the upper surface of the flange portion 2a.

【0029】次に、締結用タッピングねじ10をさらに
回転させ、下孔切削部14により鋼製梁2のフランジ部
2aを切削して、図2に示すように鋼製梁2のフランジ
部2aにねじ用の下孔24を貫通形成する。このよう
に、下孔切削部14により鋼製梁2のフランジ部2aに
下孔24を形成することにより、あらかじめ結合棟4や
鋼製梁2に下孔を加工形成しておく必要がなく、加工の
手間が省略でき、かつ下孔の位置合わせ等を行う必要も
ない。
Next, the fastening tapping screw 10 is further rotated, and the flange portion 2a of the steel beam 2 is cut by the pilot hole cutting portion 14 to form the flange portion 2a of the steel beam 2 as shown in FIG. A pilot hole 24 for a screw is formed so as to penetrate therethrough. As described above, by forming the pilot hole 24 in the flange portion 2a of the steel beam 2 by the pilot hole cutting portion 14, it is not necessary to previously form the pilot hole in the connecting ridge 4 or the steel beam 2, The labor of processing can be omitted, and it is not necessary to align the pilot holes.

【0030】そしてさらに、締結用タッピングねじ10
を回転させると、非ねじ部16が下孔24を通過し、こ
の非ねじ部16とねじ頭部12との間に形成されたねじ
部18が鋼製梁2のフランジ部2aに形成された下孔2
4の内面にねじを切削して螺合し、この下孔24に対す
るねじ部18の螺合によりねじ頭部12とねじ部18間
で結合棟4が鋼製梁2に対して確実に締結されることと
なる。
Further, the fastening tapping screw 10
When the screw is rotated, the non-threaded portion 16 passes through the pilot hole 24, and the threaded portion 18 formed between the non-threaded portion 16 and the screw head 12 is formed on the flange portion 2a of the steel beam 2. Pilot hole 2
A screw is cut on the inner surface of 4 to be screwed, and the threaded portion 18 is screwed into the pilot hole 24 so that the joint ridge 4 is securely fastened to the steel beam 2 between the screw head 12 and the screw portion 18. The Rukoto.

【0031】従って、従来のように、鋼製梁2や結合棟
4に対する下孔の加工に要する手間を省略することが可
能となる。
Therefore, it is possible to omit the labor required for processing the prepared hole for the steel beam 2 and the connecting ridge 4 as in the conventional case.

【0032】図6には、本発明の他の実施例に係る締結
用タッピングねじを示す。
FIG. 6 shows a tapping screw for fastening according to another embodiment of the present invention.

【0033】この締結用タッピングねじ26は、図1〜
図5の締結用タッピングねじの状態に加え、ねじ部18
とねじ頭部12との間に結合棟4の貫通位置における厚
さt(図1参照)よりも長い比ねじ部28が形成された
状態となっている。
The fastening tapping screw 26 is shown in FIGS.
In addition to the state of the tapping screw for fastening shown in FIG.
A specific threaded portion 28 longer than the thickness t (see FIG. 1) at the penetrating position of the coupling ridge 4 is formed between the screw head 12 and the screw head 12.

【0034】このように、結合棟4の貫通位置における
厚さtよりも長い比ねじ部28がねじ部18とねじ頭部
12との間に形成されることにより、ねじ部18の鋼製
梁2への螺合完了時にこの非ねじ部28が結合棟4と非
螺合状態となり、鋼製梁2に対して結合棟4が締結方向
と逆方向に移動して浮き上がるのを防止し、確実な締結
状態を得ることができるようになっている。
As described above, by forming the specific thread portion 28 longer than the thickness t at the penetrating position of the joint ridge 4 between the screw portion 18 and the screw head 12, the steel beam of the screw portion 18 is formed. This non-screwed portion 28 is in a non-screwed state with the joint ridge 4 when the screwing to the 2 is completed, preventing the joint ridge 4 from moving in the direction opposite to the fastening direction with respect to the steel beam 2 and lifting up. It is possible to obtain various fastening states.

【0035】他の構成および作用は前記実施例と同様に
つき説明を省略する。
The other structure and operation are similar to those of the above-mentioned embodiment, and the explanation thereof is omitted.

【0036】本発明は、前記実施例に限定されるもので
はなく、本発明の要旨の範囲内において種々の変形実施
が可能である。
The present invention is not limited to the above embodiments, but various modifications can be made within the scope of the present invention.

【0037】例えば、前記実施例においては、締結用タ
ッピングねじにより鋼製梁と結合棟とを締結する場合に
ついて説明したが、この例に限らず、金属部材に対し木
質部材を締結する場合であれば種々の場合に適用し得る
ものである。
For example, in the above-mentioned embodiment, the case where the steel beam and the joint ridge are fastened by the fastening tapping screw has been described, but the present invention is not limited to this example, and the case where the wooden member is fastened to the metal member. For example, it can be applied to various cases.

【0038】[0038]

【発明の効果】請求項1記載の発明によれば、ねじ先端
部の下孔切削部により金属部材にねじ用の下孔を切削形
成し、この下孔形成後にねじ部によって前記下孔にねじ
を切削して螺合させることができ、しかも、下孔切削部
よりもねじ頭部よりに形成された非ねじ部によって木質
部材との螺合が防止され、金属部材に対する木質部材の
回転を防止し、木質部材が位置ずれを防止することがで
きるという効果がある。請求項第2記載の発明によれ
ば、非ねじ部が、下孔切削部が木質部材を貫通して金属
部材に到達した後に、ねじ部が木質部材に入り込む余裕
を与えるに十分な長さに設定されることにより、下孔切
削部が金属部材に到達する前はねじ部が木質部材と螺合
することがなく、木質部材に回転力が付与されることが
なく、金属部材に対する木質部材の回転を確実に防止し
て、位置ずれを防止することができるという効果があ
る。
According to the first aspect of the present invention, a prepared hole for a screw is cut and formed in a metal member by a prepared hole cutting portion of a screw tip portion, and after the prepared hole is formed, a screw portion is screwed into the prepared hole. Can be cut and screwed together, and the non-threaded portion formed on the screw head rather than the pilot hole cutting portion prevents screwing with the wooden member and prevents rotation of the wooden member with respect to the metal member. However, there is an effect that the wooden member can be prevented from being displaced. According to the second aspect of the present invention, the non-threaded portion has a length sufficient to allow the threaded portion to enter the wooden member after the prepared hole cutting portion penetrates the wooden member and reaches the metal member. By setting, before the pilot hole cutting portion reaches the metal member, the screw portion does not screw with the wooden member, the rotational force is not applied to the wooden member, and the wooden member with respect to the metal member There is an effect that the rotation can be surely prevented and the displacement can be prevented.

【0039】請求項3記載の発明によれば、ねじ部とね
じ頭部との間に形成した非ねじ部によって、ねじ部の金
属部材への螺合完了時に前記非ねじ部が木質部材と非螺
合状態となるため、金属部材に対する木質部材の浮き上
がりを防止して確実な締結状態を得ることができるとい
う効果がある。
According to the third aspect of the present invention, the non-threaded portion formed between the threaded portion and the screw head causes the non-threaded portion to be not in contact with the wooden member when screwing of the threaded portion to the metal member is completed. Since the threaded state is achieved, there is an effect that it is possible to prevent the wooden member from being lifted up with respect to the metal member and to obtain a reliable fastened state.

【0040】請求項4記載の発明によれば、締結用タッ
ピングねじを用いて鋼製梁に下孔を切削形成し、その後
締結用タッピングねじのねじ部により下孔にねじを切削
して螺合させることにより、鋼製梁上に木質の結合材を
容易かつ確実に結合することができるという効果があ
る。
According to the fourth aspect of the invention, a pilot hole is formed in the steel beam by using the tapping screw for fastening, and then the screw is cut into the pilot hole by the thread portion of the tapping screw for fastening and screwed. By doing so, there is an effect that a wood-based binder can be easily and surely joined to the steel beam.

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

【図1】本発明の一実施例に係る鋼製梁への結合材の結
合方法において締結用タッピングねじにより結合材を貫
通させて鋼製梁に下孔切削部を到達させた状態を示す断
面図である。
FIG. 1 is a cross-sectional view showing a method of joining a bonding material to a steel beam according to an embodiment of the present invention, in which the pilot material is penetrated by a fastening tapping screw so that a prepared hole cutting portion reaches the steel beam. It is a figure.

【図2】図1の状態から、下孔切削部により鋼製梁にね
じ用の下孔を貫通形成した状態を示す断面図である。
FIG. 2 is a cross-sectional view showing a state in which a pilot hole for a screw is formed through the pilot beam cutting portion through the pilot hole cutting portion from the state of FIG. 1;

【図3】図2の状態から、さらに締結用タッピングねじ
を回転させてねじ用の下孔に締結用タッピングねじのね
じ部を切削、螺合させた状態を示す断面図である。
FIG. 3 is a cross-sectional view showing a state in which the fastening tapping screw is further rotated from the state of FIG. 2 to cut and screw a thread portion of the fastening tapping screw into a pilot hole for the screw.

【図4】本実施例の締結用タッピングねじを示す拡大正
面図である。
FIG. 4 is an enlarged front view showing a fastening tapping screw of the present embodiment.

【図5】本実施例の締結用タッピングねじを用いて鋼製
梁上に締結した結合材上に屋根パネルを載置支持させて
屋根を構築する状態を示す断面図である。
FIG. 5 is a cross-sectional view showing a state in which a roof panel is placed and supported on a bonding material that is fastened to a steel beam using the fastening tapping screw of the present embodiment to build a roof.

【図6】本発明の他の実施例に係る締結用タッピングね
じを示す正面図である。
FIG. 6 is a front view showing a fastening tapping screw according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2 鋼製梁 4 結合棟 9 傾斜面 10,26 締結用タッピングねじ 12 ねじ頭部 14 下孔切削部 16 非ねじ部 18 ねじ部 24 下孔 28 非ねじ部 2 Steel Beam 4 Combined Building 9 Inclined Surface 10, 26 Tapping Screw for Fastening 12 Screw Head 14 Prepared Hole Cutting Part 16 Non-Screwed Part 18 Screwed Part 24 Prepared Hole 28 Non-Screwed Part

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 金属部材と木質部材とを結合する締結用
タッピングねじであって、 前記金属部材にねじ用の下孔を切削形成するねじ先端部
の下孔切削部と、 前記下孔切削部よりもねじ頭部よりに形成された非ねじ
部と、 前記非ねじ部とねじ頭部との間に形成され、前記金属部
材の下孔にねじを切削して螺合するねじ部と、 を備えることを特徴とする締結用タッピングねじ。
1. A tapping screw for fastening a metal member and a wood member, wherein a pilot hole cutting portion for cutting and forming a pilot hole for the screw is formed on the metal member, and the pilot hole cutting portion. A non-screw part formed on the screw head, and a screw part formed between the non-screw part and the screw head, and a screw part that is screwed into the prepared hole of the metal member by screwing. A tapping screw for fastening, comprising:
【請求項2】 請求項1において、 前記非ねじ部は、下孔切削部が木質部材を貫通して金属
部材に到達した後に、前記ねじ部が木質部材に入り込む
余裕を与えるに十分な長さにされていることを特徴とす
る締結用タッピングねじ。
2. The non-threaded portion according to claim 1, wherein the non-threaded portion has a length sufficient to allow the threaded portion to enter the wooden member after the prepared hole cutting portion reaches the metal member through the wooden member. A tapping screw for fastening characterized in that
【請求項3】 請求項1または2において、 前記ねじ部とねじ頭部との間に、少なくとも木質部材の
貫通位置における厚さよりも長い非ねじ部が形成されて
いることを特徴とする締結用タッピングねじ。
3. The fastening according to claim 1, wherein a non-screw portion longer than a thickness at a penetration position of the wood member is formed between the screw portion and the screw head. Tapping screw.
【請求項4】 鋼製梁上に屋根の勾配に沿った傾斜面を
有する木質の結合材を結合する鋼製梁への結合材の結合
方法であって、 締結用タッピングねじのねじ先端部に形成した下孔切削
部により、前記木質の結合材上面から下孔切削部よりも
ねじ頭部よりに形成した非ねじ部により結合材と非螺合
状態を維持しつつ結合材を貫通させた後、前記下孔切削
部により鋼製梁にねじ用の下孔を切削形成し、この切削
したねじ用の下孔に対し前記非ねじ部とねじ頭部との間
に形成したねじ部によりねじ用の下孔にねじを切削して
螺合させることを特徴とする鋼製梁への結合材の結合方
法。
4. A method for connecting a binding material to a steel beam, which comprises joining a wood-based binding material having a sloped surface along a roof slope onto the steel beam, the method comprising: After piercing the binding material while maintaining the non-threaded state with the binding material by the non-threaded portion formed from the top surface of the wood-based binding material to the screw head portion from the pilot hole cutting portion by the formed pilot hole cutting portion , A lower hole for a screw is cut and formed in a steel beam by the lower hole cutting portion, and a screw portion formed between the non-threaded portion and the screw head is used for the screw for the cut lower hole for the screw A method for connecting a bonding material to a steel beam, characterized in that a screw is cut in the prepared hole and screwed.
JP2407095A 1995-02-13 1995-02-13 Fastening tapping screw and binding method for binding agent to steel beam Withdrawn JPH08219130A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2407095A JPH08219130A (en) 1995-02-13 1995-02-13 Fastening tapping screw and binding method for binding agent to steel beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2407095A JPH08219130A (en) 1995-02-13 1995-02-13 Fastening tapping screw and binding method for binding agent to steel beam

Publications (1)

Publication Number Publication Date
JPH08219130A true JPH08219130A (en) 1996-08-27

Family

ID=12128178

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2407095A Withdrawn JPH08219130A (en) 1995-02-13 1995-02-13 Fastening tapping screw and binding method for binding agent to steel beam

Country Status (1)

Country Link
JP (1) JPH08219130A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007024209A (en) * 2005-07-19 2007-02-01 Otis:Kk Fixing screw for inorganic building material
JP2009544905A (en) * 2006-07-26 2009-12-17 エー・ヨット・オー・テー・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング・ウント・コンパニー・コマンディート・ゲゼルシャフト Hole forming and thread forming screws
CZ302525B6 (en) * 2010-05-07 2011-06-29 Ceské vysoké ucení technické v Praze, Fakulta stavební Removable semi-rigid connection or joint of load-bearing bar construction wooden bars

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007024209A (en) * 2005-07-19 2007-02-01 Otis:Kk Fixing screw for inorganic building material
JP2009544905A (en) * 2006-07-26 2009-12-17 エー・ヨット・オー・テー・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング・ウント・コンパニー・コマンディート・ゲゼルシャフト Hole forming and thread forming screws
CZ302525B6 (en) * 2010-05-07 2011-06-29 Ceské vysoké ucení technické v Praze, Fakulta stavební Removable semi-rigid connection or joint of load-bearing bar construction wooden bars

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Effective date: 20020507