JP6975700B2 - Construction method for fixing members of building base materials - Google Patents

Construction method for fixing members of building base materials Download PDF

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JP6975700B2
JP6975700B2 JP2018198195A JP2018198195A JP6975700B2 JP 6975700 B2 JP6975700 B2 JP 6975700B2 JP 2018198195 A JP2018198195 A JP 2018198195A JP 2018198195 A JP2018198195 A JP 2018198195A JP 6975700 B2 JP6975700 B2 JP 6975700B2
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秀巳 瀬尾
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本発明は、建物の壁(軽天工事などにより作製される室内を仕切る仕切り壁などを含む)、天井(軽天工事などにより作製される天井を含む)又は床などを構成する建築用下地材の固定用部材への施工方法、特に下地材を構成する下地用ボードを胴縁等の固定用部材に固定するための建築用下地材の施工方法に関する。
The present invention is a building base material constituting a building wall (including a partition wall for partitioning a room produced by light sky construction, etc.), a ceiling (including a ceiling produced by light sky construction, etc.) or a floor. The present invention relates to a method of constructing a base material for fixing, particularly a method of constructing a base material for building for fixing a base board constituting the base material to a fixing member such as a furring strip.

従来より、建物の壁(軽天工事などにより作製される室内を仕切る仕切り壁などを含む)、天井(軽天工事などにより作製される天井を含む)又は床の表面側にクロス、タイル、化粧合板、フローリングなどの仕上げ材を取り付ける前に、それらを取り付けるための下地材(石膏ボードなどの下地用ボードなどにより構成される下地材)を建物の構造材などの固定用部材に取り付け固定することが行われている。 Conventionally, cloth, tiles, and makeup have been applied to the walls of buildings (including partition walls created by light sky construction, etc.), ceilings (including ceilings created by light sky construction, etc.) or the surface side of the floor. Before attaching finishing materials such as plywood and flooring, attach and fix the base material (base material composed of base board such as gypsum board) to the fixing member such as structural material of the building. Is being done.

そして、このような石膏ボードその他の下地用ボードは、建物の構造材又はそれに取り付けられた部材から成る固定用部材(軽天工事において天井などに固定される軽鉄材、軽量鉄骨なども含む)にビス止めし、これにより下地材の取り付け施工を行うことが一般的である。 Then, such gypsum board and other base boards are used as fixing members (including light iron materials and lightweight steel frames fixed to ceilings in light sky construction) consisting of structural materials of buildings or members attached to them. It is common to use screws to attach the base material.

特許第5489308号公報Japanese Patent No. 5489308

従来の下地材の施工においては、前述のように、単に石膏ボードなどの下地用ボードを胴縁などの固定用部材(建物構造材など)にビス止めするだけであったから、例えば地震による揺れ又は台風による強風などが発生した場合に、振動等によりビスが外れて下地材が固定用部材から離れてしまうなどの不都合がしばしば生じていた。 In the conventional construction of the base material, as described above, the base board such as gypsum board is simply screwed to the fixing member (building structural material, etc.) such as the furring strip. When a strong wind is generated by a typhoon, there are often inconveniences such as the screws coming off due to vibration or the like and the base material being separated from the fixing member.

本発明はこのような従来技術の課題に着目して為されたものであって、地震による揺れ又は台風による強風などが発生した場合でも、下地材が固定用部材から離れてしまうことを、従来の下地材の施工時の作業と連続性を持って、従来の下地材の施工作業と比較してその作業性及びコストを犠牲にすることなく、防止できるようにした建築用下地材の施工方法を提供することを目的とする。 The present invention has been made by paying attention to such a problem of the prior art, and conventionally, the base material is separated from the fixing member even when a shaking due to an earthquake or a strong wind due to a typhoon occurs. Construction method of construction base material that has continuity with the work at the time of construction of the base material and can be prevented without sacrificing the workability and cost compared with the construction work of the conventional base material. The purpose is to provide.

以上のような課題を解決するための本発明による建築用下地材の固定用部材への施工方法は、複数のビスを、下地用ボードにより構成される複数の下地材中の「各下地材間の継ぎ目以外の継ぎ目近傍部分」から固定用部材に螺入させ、前記各下地材を前記固定用部材に固定する、第1行程と、前記第1行程の後に行われる第2行程であって、「前記第1行程により前記固定用部材に固定された前記各下地材」間の継ぎ目中の複数箇所から前記固定用部材へ複数のビスをそれぞれ螺入させながら前記継ぎ目に対向又は接している前記各下地材の端部又は端面の一部を前記螺入中のビスにより削り、前記各下地材同士を、前記の螺入されたビス及び当該ビスにより削られた部分を介して互いに振動が効率的に伝達されるように接続する、第2行程とを含むことを特徴とするものである。
In order to solve the above problems, the method of constructing a building base material on a fixing member according to the present invention is to use a plurality of screws in a plurality of base materials composed of a base board, "between each base material". The first step and the second step performed after the first step, in which the base material is screwed into the fixing member from "a portion near the seam other than the seam" and the base material is fixed to the fixing member. The said that faces or is in contact with the seam while screwing a plurality of screws into the fixing member from a plurality of places in the seam between "each base material fixed to the fixing member by the first step". The end or part of the end face of each base material is scraped by the screw being screwed in, and the base materials are vibrated efficiently with each other via the screwed screw and the portion scraped by the screw. It is characterized by including a second step of connecting so as to be transmitted.

また、本発明による建築用下地材の施工方法は、建物の壁(室内を仕切る仕切り壁を含む)、天井又は床の下地材の施工方法であって、複数の下地用ボードを固定用部材に固定するとき、まず、複数のビスを前記各下地用ボードから前記固定用部材に螺入させることにより前記各下地用ボードを前記固定用部材に固定させ、その後、複数のビスを、前記各下地用ボード間の継ぎ目から前記固定用部材へと、前記継ぎ目とそれぞれ対向又は接する各下地用ボードの端部又は端面の一部がビスにより削られるように、前記継ぎ目及び前記固定用部材に螺入させることを特徴とする建築用下地材の施工方法である。 Further, the method of constructing a base material for a building according to the present invention is a method of constructing a base material for a building wall (including a partition wall for partitioning an interior), a ceiling or a floor, and a plurality of base boards are used as fixing members. When fixing, first, a plurality of screws are screwed into the fixing member from the respective base boards to fix each base board to the fixing member, and then a plurality of screws are attached to the respective bases. Screwed into the seam and the fixing member from the seam between the boards so that a part of the end or end face of each base board facing or in contact with the seam is scraped by a screw. It is a construction method of a base material for a building, which is characterized by having the building base material.

さらに、本発明において、前記ビスの雄ネジ部分は、その螺入方向と直行する断面の最も大きい部分の直径が、前記継ぎ目の幅寸法の1.5倍以上であってもよい。 Further, in the present invention, the male screw portion of the screw may have a diameter of the largest portion of the cross section perpendicular to the screwing direction of 1.5 times or more the width dimension of the seam.

本発明においては、建物の壁(室内を仕切る仕切り壁を含む)、天井又は床の下地材を構成し得る複数の下地用ボードを、固定用部材に固定するとき、複数のビスを前記各下地用ボードから前記固定用部材に螺入させることにより前記各下地用ボードを前記固定用部材に固定させると共に、それと同時に又は相前後して、複数のビスを、前記各下地用ボード間の継ぎ目から前記固定用部材へと、前記継ぎ目とそれぞれ対向又は接する前記各下地用ボードの端部又は端面の一部がビスにより削られるように、前記継ぎ目及び固定用部材に螺入させるようにした。よって、本発明によれば、前記各下地材用ボードの前記継ぎ目に対向又は接する端部(又はその端面)には、「前記ビスが螺入される過程で前記ビスの雄ネジ部分により削られて形成された雌ネジ状の部分」が形成されるようになる。その結果、前記継ぎ目を介して互いに隣接又は対向する各下地用ボード同士は、前記継ぎ目中のビスと「前記ビスの雄ネジ部分により削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」とを介して、互いに振動が効率的に(前記『比較的広い表面積』を有する部分により効率的に)伝達されるように接続されることとなる。よって、本発明により施工された下地材によれば、もし地震による揺れ又は台風による強風などが発生した場合でも、前記揺れや強風などによる振動が、前記各下地用ボード間の前記継ぎ目に螺入されたビス及び「前記ビスの雄ネジ部分により削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を介して、前記複数の下地用ボードの全体(下地材の全体)に効率的に(前記『比較的広い表面積』により効率的に)拡散され均一化されるようになる。よって、本発明によれば、前記下地用ボードの一部(従来技術においてビスが螺入されている前記下地用ボードの内部側の部分)に振動が強く加えられて、ビス(前記下地用ボードの内部側に螺入されたビス)が前記強い振動で外れてしまうことが防止されるようになり、前記揺れや強風による振動が原因となって下地材が固定用部材から離れてしまうことが、有効に防止されるようになる。 In the present invention, when a plurality of base boards that can form a base material for a building wall (including a partition wall that partitions a room), a ceiling, or a floor are fixed to a fixing member, a plurality of screws are attached to each base. Each of the base boards is fixed to the fixing member by screwing the board into the fixing member, and at the same time or in phase with each other, a plurality of screws are attached from the seam between the base boards. The joint and the fixing member are screwed into the fixing member so that a part of the end portion or the end surface of each base board facing or in contact with the seam is scraped by a screw. Therefore, according to the present invention, the end portion (or the end surface thereof) facing or in contact with the seam of each base material board is "cut by the male screw portion of the screw in the process of screwing the screw." "The female screw-shaped part formed by the above" will be formed. As a result, the base boards adjacent to each other or facing each other via the seam are formed by the screw in the seam and the female screw-shaped portion (cut into a female screw shape) formed by being scraped by the male screw portion of the screw. Through the "part with a relatively large surface area"), the vibrations are connected to each other so as to be efficiently transmitted (more efficiently by the portion having the "relatively large surface area"). Become. Therefore, according to the base material constructed according to the present invention, even if shaking due to an earthquake or strong wind due to a typhoon occurs, the vibration due to the shaking or strong wind is screwed into the seam between the base boards. For the plurality of substrates, through the screw and the "female screw-shaped portion formed by being scraped by the male screw portion of the screw (the portion having a" relatively large surface area "scraped in the female screw shape)". It will be efficiently diffused (efficiently due to the "relatively large surface area") and homogenized over the entire board (entire base material). Therefore, according to the present invention, vibration is strongly applied to a part of the base board (the portion on the inner side of the base board into which the screw is screwed in the prior art), and the screw (the base board) is applied. The screw screwed into the inner side of the wheel) is prevented from coming off due to the strong vibration, and the base material may be separated from the fixing member due to the vibration caused by the shaking or strong wind. , Will be effectively prevented.

しかも、上記の発明においては、その特徴的部分である前記「複数のビスを、前記各下地用ボード間の継ぎ目から前記固定用部材へと、前記継ぎ目とそれぞれ対向又は接する前記各下地用ボードの端部又は端面の一部がビスにより削られるように、前記継ぎ目及び固定用部材に螺入させる工程」は、従来より行われている「複数のビスを前記各下地用ボードから前記固定用部材に螺入させることにより前記各下地用ボードを前記固定用部材に固定させる工程」と同じ又は類似のビス(極めて低額の消耗品)を使用した同種のビス止め作業を連続的に追加するだけで行えるもの、すなわち従来の下地材の施工時の作業と連続性を持って且つ特別な金具などを必要とすることなく良好な作業性と低コスト性の下で行えるものである。よって、上記の発明によれば、地震による揺れ又は台風による強風などが発生した場合でも、下地材が固定用部材から離れてしまうことを、従来の下地材の施工時の作業と連続性を持って、従来の下地材の施工作業と比較してその作業性及びコストを犠牲にすることなく、有効に防止できるようになる。 Moreover, in the above-mentioned invention, the characteristic portion of the above-mentioned "a plurality of screws is applied from the seam between the respective base boards to the fixing member, and the base board is opposed to or in contact with the seam, respectively. The "step of screwing the seam and the fixing member into the seam and the fixing member so that the end portion or a part of the end face is scraped by the screw" is a conventional "step of screwing a plurality of screws from each base board to the fixing member". Just by continuously adding the same type of screwing work using the same or similar screws (extremely low-priced consumables) as in the process of fixing each base board to the fixing member by screwing into. What can be done, that is, it can be performed with good workability and low cost without requiring special metal fittings and having continuity with the work at the time of construction of the conventional base material. Therefore, according to the above invention, even if a tremor due to an earthquake or a strong wind due to a typhoon occurs, the base material is separated from the fixing member, which is continuous with the work at the time of the conventional base material construction. Therefore, it can be effectively prevented without sacrificing the workability and cost as compared with the conventional construction work of the base material.

また、本発明においては、建物の壁(室内を仕切る仕切り壁を含む)、天井又は床の下地材となる複数の下地用ボードを、固定用部材に固定するとき、まず、複数のビスを前記各下地用ボードから前記固定用部材に螺入させることにより前記各下地用ボードを前記固定用部材に固定させ、その後、複数のビスを、前記各下地用ボード間の継ぎ目から前記固定用部材へと、前記継ぎ目とそれぞれ対向又は接する前記各下地用ボードの端部又は端面の一部がビスにより削られるように、前記継ぎ目及び前記固定用部材に螺入させるようにしている。よって、本発明によれば、前記各下地材用ボードの前記継ぎ目に対向又は接する端部(又はその端面)には、「前記ビスが螺入される過程で前記ビスの雄ネジ部分により削られて形成された雌ネジ状の部分」が形成されるようになる。その結果、前記継ぎ目を介して互いに隣接又は対向する各下地用ボード同士は、前記継ぎ目中のビスと「前記ビスの雄ネジ部分により削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」とを介して、互いに振動が効率的に(前記『比較的広い表面積』を有する部分により効率的に)伝達されるように接続されることとなる。よって、本発明により施工された下地材によれば、もし地震による揺れ又は台風による強風などが発生した場合でも、前記揺れや強風などによる振動が、前記各下地用ボード間の前記継ぎ目に螺入されたビス及び「前記ビスの雄ネジ部分により削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を介して、前記複数の下地用ボードの全体(下地材の全体)に効率的に(前記『比較的広い表面積』により効率的に)拡散され均一化されるようになる。よって、本発明によれば、前記下地用ボードの一部(従来技術においてビスが螺入されている前記下地用ボードの内部側の部分)に振動が強く加えられて、ビス(前記下地用ボードの内部側に螺入されたビス)が前記強い振動で外れてしまうことが防止されるようになり、前記揺れや強風による振動が原因となって下地材が固定用部材から離れてしまうことが、有効に防止されるようになる。 Further, in the present invention, when fixing a plurality of base boards serving as a base material for a building wall (including a partition wall for partitioning a room), a ceiling or a floor to a fixing member, first, a plurality of screws are attached. Each base board is fixed to the fixing member by screwing it into the fixing member from each base board, and then a plurality of screws are attached to the fixing member from the seam between the base boards. The seam and the fixing member are screwed into the seam so that a part of the end portion or the end surface of each base board facing or in contact with the seam is scraped by a screw. Therefore, according to the present invention, the end portion (or the end surface thereof) facing or in contact with the seam of each base material board is "cut by the male screw portion of the screw in the process of screwing the screw." "The female screw-shaped part formed by the above" will be formed. As a result, the base boards adjacent to each other or facing each other via the seam are formed by the screw in the seam and the female screw-shaped portion (cut into a female screw shape) formed by being scraped by the male screw portion of the screw. Through the "part with a relatively large surface area"), the vibrations are connected to each other so as to be efficiently transmitted (more efficiently by the portion having the "relatively large surface area"). Become. Therefore, according to the base material constructed according to the present invention, even if shaking due to an earthquake or strong wind due to a typhoon occurs, the vibration due to the shaking or strong wind is screwed into the seam between the base boards. For the plurality of substrates, through the screw and the "female screw-shaped portion formed by being scraped by the male screw portion of the screw (the portion having a" relatively large surface area "scraped in the female screw shape)". It will be efficiently diffused (efficiently due to the "relatively large surface area") and uniformed over the entire board (entire base material). Therefore, according to the present invention, vibration is strongly applied to a part of the base board (the portion on the inner side of the base board into which the screw is screwed in the prior art), and the screw (the base board) is applied. The screw screwed into the inner side of the wheel) is prevented from coming off due to the strong vibration, and the base material may be separated from the fixing member due to the vibration caused by the shaking or strong wind. , Will be effectively prevented.

しかも、上記の発明においては、その特徴的部分である前記「その後、複数のビスを、前記各下地用ボード間の継ぎ目から前記固定用部材へと、前記継ぎ目とそれぞれ対向又は接する前記各下地用ボードの端部又は端面の一部がビスにより削られるように、前記継ぎ目及び前記固定用部材に螺入させる工程」は、従来より行われている「複数のビスを前記各下地用ボードから前記固定用部材に螺入させることにより前記各下地用ボードを前記固定用部材に固定させる工程」と同じ又は類似のビス(極めて低額の消耗品)を使用した同種のビス止め作業を連続的に追加するだけで行えるもの、すなわち従来の下地材の施工時の作業と連続性を持って且つ特別な金具などを必要とすることなく良好な作業性と低コスト性の下で行えるものである。よって、上記の発明によれば、地震による揺れ又は台風による強風などが発生した場合でも、下地材が固定用部材から離れてしまうことを、従来の下地材の施工時の作業と連続性を持って、従来の下地材の施工作業と比較してその作業性及びコストを犠牲にすることなく、有効に防止できるようになる。 Moreover, in the above-mentioned invention, the above-mentioned "subsequently, a plurality of screws are inserted from the seam between the base boards to the fixing member, and for each base facing or in contact with the seam," which is a characteristic portion thereof. The "step of screwing the seam and the fixing member into the seam and the fixing member so that the end portion or a part of the end face of the board is scraped by the screw" is a conventionally performed "plurality of screws from each base board. Continuously add the same type of screw fixing work using the same or similar screws (extremely low cost consumables) as in the process of fixing each base board to the fixing member by screwing it into the fixing member. It can be done just by doing it, that is, it can be done with good workability and low cost without requiring special metal fittings and having continuity with the work at the time of construction of the conventional base material. Therefore, according to the above invention, even if a tremor due to an earthquake or a strong wind due to a typhoon occurs, the base material is separated from the fixing member, which is continuous with the work at the time of the conventional base material construction. Therefore, it can be effectively prevented without sacrificing the workability and cost as compared with the conventional construction work of the base material.

さらに、本発明において、前記ビスの雄ネジ部分を、前記螺入方向と直行する断面の最も大きい部分(前記雄ネジ部分中の前記頭部の近傍部分)の直径が前記継ぎ目の幅寸法の1.5倍以上となるように構成したときは、前記ビスを前記各下地用ボード間の継ぎ目から前記固定用部材へと螺入する過程で、前記継ぎ目とそれぞれ対向又は接する前記各下地用ボードの端部又は端面の一部が、前記ビスの雄ネジ部分により確実に雌ネジ状に削られるようになる。よって、この発明によれば、前記各下地材用ボードの前記継ぎ目に対向又は接する端部(又はその端面)に、「前記ビスの雄ネジ部分により削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を確実に形成することができるようになるため、地震による揺れ又は台風による強風などによる振動を、前記各下地用ボード間の継ぎ目に螺入したビス及び「前記ビスの雄ネジ部分により削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を介して、より確実に、前記複数の下地用ボードの全体(下地材の全体)に拡散し均一化させることができるようになる。 Further, in the present invention, the diameter of the portion having the largest cross section (the portion in the vicinity of the head in the male screw portion) perpendicular to the screwing direction of the male screw portion of the screw is 1 of the width dimension of the seam. .When configured to be 5 times or more, in the process of screwing the screw from the seam between the base boards into the fixing member, the base board facing or in contact with the seam, respectively. The end portion or a part of the end face is surely scraped into a female screw shape by the male screw portion of the screw. Therefore, according to the present invention, "a female screw-shaped portion (female) formed by being shaved by a male screw portion of the screw" is provided at an end portion (or an end surface thereof) facing or in contact with the seam of each base material board. Since it becomes possible to reliably form a "part with a relatively large surface area" that has been machined into a screw shape, vibrations due to shaking due to an earthquake or strong wind due to a typhoon can be generated at the seams between the base boards. More reliably through the screw screwed into the screw and the "female screw-shaped part formed by cutting by the male screw part of the screw (the part having a" relatively large surface area "cut into a female screw)". , The plurality of base boards can be diffused and made uniform over the entire base material (whole base material).

(a)は本発明の一実施形態に係る下地材の施工方法を説明するための概略断面図、(b)はその平面図である。(A) is a schematic cross-sectional view for explaining a method of constructing a base material according to an embodiment of the present invention, and (b) is a plan view thereof. 本実施形態における各石膏ボード間の継ぎ目とビスの関係等を説明するための概略断面図である。It is schematic cross-sectional view for demonstrating the relationship between the seam and a screw between gypsum boards in this embodiment. 本実施形態において従来の施工方法により石膏ボードがビスにより胴縁(固定用部材の一例)に取り付けられた状態を示す説明図である。It is explanatory drawing which shows the state which the gypsum board is attached to the furring (an example of a fixing member) by a screw by the conventional construction method in this embodiment. 本実施形態において従来の施工方法により石膏ボードがビスにより胴縁(固定用部材の一例)に取り付けられた状態を示す説明図である。It is explanatory drawing which shows the state which the gypsum board is attached to the furring (an example of a fixing member) by a screw by the conventional construction method in this embodiment. (a)は本実施形態において各石膏ボード間の継ぎ目の中にビスが螺入された状態を示す斜視図、(b)は前記ビスの構成の一例を示す斜視図である。(A) is a perspective view showing a state in which a screw is screwed into a seam between gypsum boards in the present embodiment, and (b) is a perspective view showing an example of the configuration of the screw. 本実施形態において各石膏ボード間の継ぎ目にビスが螺入された状態を示す説明図である。It is explanatory drawing which shows the state which the screw is screwed into the seam between gypsum boards in this embodiment. 本実施形態において各石膏ボード間の継ぎ目に螺入するビスの間隔などを示す説明図である。It is explanatory drawing which shows the interval of the screw which is screwed into the seam between gypsum boards in this embodiment. 本実施形態において各石膏ボード間の継ぎ目にビスが螺入された後に表面の凹凸を緩和するための弾性シートが貼られた状態を示す斜視図である。In this embodiment, it is a perspective view showing a state in which an elastic sheet for alleviating unevenness on the surface is attached after a screw is screwed into a seam between gypsum boards. 本実施形態において各石膏ボード間の継ぎ目にビスが螺入され且つその上に凹凸緩和用の弾性シートが貼られた状態を示す斜視図である。In this embodiment, it is a perspective view showing a state in which a screw is screwed into a seam between gypsum boards and an elastic sheet for reducing unevenness is stuck on the screw.

以下、本発明の実施形態を図面を用いて説明する。図1(a)は本発明の一実施形態に係る下地材の施工方法を説明するための概略断面図、同(b)はその平面図、図2は本実施形態の各石膏ボード間の継ぎ目とビスの関係等を説明するための概略断面図、図3及び図4は本実施形態において従来の施工方法により石膏ボードがビスにより胴縁などの固定用部材に取り付けられた状態を示す説明図、図5(a)は本実施形態において各石膏ボード間の継ぎ目中にビスが螺入された状態を示す斜視図、同(b)は前記ビスの一例を示す斜視図、図6は本実施形態において各石膏ボード間の継ぎ目にビスが螺入された状態を示す説明図、図7は本実施形態において各石膏ボード間の継ぎ目に螺入するビスの間隔などを示す説明図、図8は本実施形態において各石膏ボード間の継ぎ目にビスが螺入された後に表面の凹凸を緩和するための弾性シートが貼られた状態を示す斜視図、図9は本実施形態において各石膏ボード間の継ぎ目にビスが螺入され且つその上に凹凸緩和用の弾性シートが貼られた状態を示す斜視図である。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 (a) is a schematic cross-sectional view for explaining a method of constructing a base material according to an embodiment of the present invention, FIG. 1 (b) is a plan view thereof, and FIG. 2 is a seam between gypsum boards of the present embodiment. Schematic cross-sectional views for explaining the relationship between and screws, FIGS. 3 and 4 are explanatory views showing a state in which gypsum board is attached to a fixing member such as a furring strip by screws by a conventional construction method in the present embodiment. 5 (a) is a perspective view showing a state in which a screw is screwed into a seam between gypsum boards in the present embodiment, FIG. 5 (b) is a perspective view showing an example of the screw, and FIG. 6 is the present embodiment. An explanatory view showing a state in which screws are screwed into the seams between the gypsum boards in the form, FIG. 7 is an explanatory view showing the intervals between the screws screwed into the seams between the gypsum boards in the present embodiment, and FIG. 8 is an explanatory view. In the present embodiment, a perspective view showing a state in which an elastic sheet for alleviating surface irregularities is attached after screws are screwed into the seams between the gypsum boards, FIG. 9 is a perspective view showing the state between the gypsum boards in the present embodiment. It is a perspective view which shows the state which the screw is screwed into the seam, and the elastic sheet for alleviating unevenness is stuck on it.

図1(a)及び(b)において、1は下地用ボードの一例としての石膏ボード、2は各石膏ボード1間の継ぎ目(目地)、3は前記各石膏ボード1が取り付け固定される固定用部材(建物構造材又はこれに取り付けられた部材から成るもの)の一例としての胴縁、4は前記継ぎ目2の図示上方から前記継ぎ目2を介して前記胴縁(構造材)3の内部まで螺入されるビスである。前記ビス4は、平面が幅広に形成された頭部4aとその図示下方の雄ネジが形成された部分4bとから構成されている(図5(b)も参照)。なお、前記固定用部材としては、前記胴縁3以外に、例えば笠木、主柱、間柱、天井用の野縁、又は、軽天工事に使用される間仕切り等用の軽鉄材(軽量の鉄骨)などがあり得る。 In FIGS. 1 (a) and 1 (b), 1 is a gypsum board as an example of a base board, 2 is a seam (joint) between each gypsum board 1, and 3 is a fixing for attaching and fixing each gypsum board 1. The furring strip 4 as an example of a member (a building structural material or a member attached to the building structural material) is screwed from the upper side of the drawing of the seam 2 to the inside of the furring strip (structural material) 3 through the seam 2. It is a screw to be put in. The screw 4 is composed of a head portion 4a having a wide flat surface and a portion 4b having a male screw at the lower part of the drawing (see also FIG. 5B). In addition to the furring strip 3, the fixing member includes, for example, a cap tree, a main pillar, a stud, a field edge for a ceiling, or a light steel material (light steel frame) for a partition used for light sky construction. And so on.

図2に示すように、本実施形態では、前記ビス4の雄ネジ部分4bは、その図示水平方向の平面が最大となる部分(雄ネジ部分4b中の頭部4aに近い部分)の直径aが、前記継ぎ目2の幅寸法bの1.5倍以上、より望ましくは前記継ぎ目2の幅寸法の2倍以上、3倍以上(もしくは3倍以下)、4倍以上(もしくは4倍以下)、又は5倍以上(もしくは5倍以下)のものが使用されている。 As shown in FIG. 2, in the present embodiment, the male screw portion 4b of the screw 4 has a diameter a of a portion (a portion of the male screw portion 4b close to the head 4a) having the maximum horizontal plane in the drawing. However, 1.5 times or more, more preferably 2 times or more, 3 times or more (or 3 times or less), 4 times or more (or 4 times or less) the width dimension of the seam 2. Or, one that is 5 times or more (or 5 times or less) is used.

これにより、本実施形態では、前記ビス4を、前記各石膏ボード1間の継ぎ目2から胴縁(固定用部材)3へと螺入する過程で、前記継ぎ目2とそれぞれ対向又は接する各石膏ボード1の端部(又はその端面)の一部が前記ビス4の雄ネジ部分4bにより確実に削られるようになるので、前記各石膏ボード1中の前記継ぎ目2に対向又は接する端部1a(又はその端面)に、「前記ビス4の雄ネジ部分により削られて形成された雌ネジ状部分1b」(図1,2参照)を確実に形成するようにしている。 Thereby, in the present embodiment, each gypsum board facing or in contact with the seam 2 in the process of screwing the screw 4 from the seam 2 between the gypsum boards 1 to the furring strip (fixing member) 3. Since a part of the end portion (or end surface thereof) of 1 is surely scraped by the male screw portion 4b of the screw 4, the end portion 1a (or the end portion 1a) facing or in contact with the seam 2 in each gypsum board 1 is used. On the end face thereof), "a female screw-shaped portion 1b formed by being scraped by the male screw portion of the screw 4" (see FIGS. 1 and 2) is surely formed.

次に図3〜9を参照して本実施形態における具体的な施工方法又は手順を説明する。図3,4は、複数の石膏ボード1が胴縁(固定用部材)3にビス4で取り付け固定された(ビス止めされた)状態を示す図である。一般的には、石膏ボード1の胴縁(固定用部材)3への取り付け固定は、図3,4に示すように、互いに隣接又は対向(水平方向に対向)して配置される各石膏ボード1中の互いに近接する部分(前記継ぎ目2の近傍の部分)に、例えば数十cmの所定ピッチ(前記継ぎ目2と平行な方向における所定ピッチ)でビス止めされることにより、行われている(なお前記継ぎ目2にビス4が螺入されることは従来技術では全く行われていない)。 Next, a specific construction method or procedure in the present embodiment will be described with reference to FIGS. 3 to 9. 3 and 4 are views showing a state in which a plurality of gypsum boards 1 are attached and fixed (screw-fastened) to the furring strip (fixing member) 3 with screws 4. Generally, as shown in FIGS. 3 and 4, the gypsum board 1 is attached and fixed to the furring strip (fixing member) 3, and the gypsum boards are arranged adjacent to each other or facing each other (horizontally facing each other). This is done by screwing to a portion of 1 that is close to each other (a portion near the seam 2), for example, at a predetermined pitch of several tens of centimeters (a predetermined pitch in a direction parallel to the seam 2). It should be noted that the screw 4 is not screwed into the seam 2 at all in the prior art).

次に図5(a)は、図3,4を参照して前述した第1のビス止め作業(従来技術において既に行われている工法)の後にさらに続行して行われる第2のビス止め作業(本発明により提案する新しい工法の一部)を示すものである。この第2のビス止め作業は、前述した図3,4の状態から、前記の胴縁3(図1の符号3参照)にビス止め固定され互いに隣接又は近接している各石膏ボード1間に存在する継ぎ目2に、その上方からビス4(図5(b)参照)を螺入させ、その過程で、前記各石膏ボード1中の互いに隣接又は近接する端部1a(前記継ぎ目2に近接・対向又は接する端部1a)又はその端面の一部を前記ビス4の雄ネジ部分4bで削ってその部分を雌ネジ状に形成しながら、さらに螺入させて、その下側の前記胴縁3(図1(a)の符号3を参照)まで螺入させるものである。なお、図5(b)において、4aは前記ビス4の頭部(他の部分よりも幅広に形成されている部分)、4bは前記ビス4の雄ネジ部分である。 Next, FIG. 5A shows a second screwing work which is further performed after the first screwing work (construction method already performed in the prior art) described above with reference to FIGS. 3 and 4. (Part of the new construction method proposed by the present invention) is shown. In this second screwing operation, from the state of FIGS. 3 and 4 described above, the gypsum boards 1 are fixed by screws to the furring strip 3 (see reference numeral 3 in FIG. 1) and are adjacent to or close to each other. A screw 4 (see FIG. 5B) is screwed into an existing seam 2 from above, and in the process, end portions 1a (close to the seam 2) adjacent to or close to each other in each gypsum board 1 are used. The facing or contacting end portion 1a) or a part of the end surface thereof is shaved with the male screw portion 4b of the screw 4 to form the portion into a female screw shape, and further screwed into the furring strip 3 on the lower side thereof. (Refer to reference numeral 3 in FIG. 1 (a)). In FIG. 5B, 4a is the head portion of the screw 4 (a portion formed wider than other portions), and 4b is a male screw portion of the screw 4.

このような前記第2のビス止め作業により、本実施形態では、互いに隣接又は近接する各石膏ボード1同士が、前記ビス4と前記螺入過程でこのビス4により削られて形成された前記雌ネジ状の部分とにより、互いに振動が効率的に伝達され易いように接続される。 By such a second screw fixing operation, in the present embodiment, the gypsum boards 1 adjacent to or close to each other are formed by being scraped by the screw 4 and the female in the screwing process. The screw-shaped portions are connected so that vibrations can be efficiently transmitted to each other.

図6は、このようにして前記第2のビス止め作業が行われた後の各石膏ボード1を示す図である。この図6に示すように、本実施形態では、各石膏ボード1は、従来より行われている前記各石膏ボード1の内側部分から前記胴縁(固定用部材)3に螺入されるビス4(図6のAの領域で示すビス4)と、本発明により提案される前記継ぎ目2の上方から各石膏ボード1の端部1a(又はその端面)の一部及び胴縁(固定用部材)3に螺入されるビス4(図6のBの領域で示すビス4)とにより、前記胴縁3などの固定用部材に取り付け固定されている。 FIG. 6 is a diagram showing each gypsum board 1 after the second screw fixing operation is performed in this way. As shown in FIG. 6, in the present embodiment, each gypsum board 1 is screwed into the furring strip (fixing member) 3 from the inner portion of each gypsum board 1 which has been conventionally performed. (Screw 4 shown in the area A in FIG. 6), a part of the end 1a (or the end face thereof) of each gypsum board 1 from above the seam 2 proposed by the present invention, and the furring strip (fixing member). It is attached and fixed to a fixing member such as the furring strip 3 by a screw 4 screwed into 3 (a screw 4 shown in the area B in FIG. 6).

次に、図7は、前記各石膏ボード1に螺入されたビス4の螺入ピッチ(前記継ぎ目2に沿う方向のピッチ)を説明するための図である。この図7に示す例では、図示のように、従来より行われている前記各石膏ボード1の内側部分から前記胴縁(固定用部材)3に螺入されるビス4(図6のAの領域で示すビス4)は、例えば十数cm毎のピッチで、螺入されている。他方、本発明により提案される前記継ぎ目2の上方から各石膏ボード1の端部(又はその端面)の一部及び胴縁(固定用部材)3に螺入されるビス4(図6のBの領域で示すビス4)は、例えば数〜十数cm、例えば約10cm毎のピッチで螺入されている。但し、このような螺入ピッチは、あくまで例示であり、本発明はこれに限定されるものではない。 Next, FIG. 7 is a diagram for explaining the screwing pitch (pitch in the direction along the seam 2) of the screws 4 screwed into each gypsum board 1. In the example shown in FIG. 7, as shown in the drawing, the screw 4 (A in FIG. 6A) screwed into the furring strip (fixing member) 3 from the inner portion of each gypsum board 1 conventionally performed. The screws 4) shown in the region are screwed in, for example, at a pitch of every ten and several centimeters. On the other hand, a screw 4 (B in FIG. 6) screwed into a part of the end portion (or end surface thereof) of each gypsum board 1 and the furring strip (fixing member) 3 from above the seam 2 proposed by the present invention. The screw 4) shown in the area of is screwed in, for example, at a pitch of several to ten and several centimeters, for example, about every 10 cm. However, such a screwing pitch is merely an example, and the present invention is not limited thereto.

次に、図8,9は、以上の図1〜7を参照して説明した施工方法により、すなわち前記ビス4が前記継ぎ目2の部分から螺入されることにより前記各石膏ボード1が胴縁(固定用部材)3に固定された後、前記各石膏ボード1中の前記各ビス4を含む領域に、ゴム製(又はプラスチック製)の弾性シート5を貼り付けた状態を示す斜視図である。この弾性シート5は、前記各ビス4が螺入されることにより生じた前記石膏ボード1の表面の凹凸を緩和させて表面全体を滑らかにするためのものであり、従来から使用されているものである。 Next, FIGS. 8 and 9 show that each gypsum board 1 has a furring strip by the construction method described with reference to FIGS. 1 to 7, that is, by screwing the screw 4 from the portion of the seam 2. It is a perspective view which shows the state which the elastic sheet 5 made of rubber (or plastic) was attached to the region containing each screw 4 in each gypsum board 1 after being fixed to (fixing member) 3. .. The elastic sheet 5 is for alleviating the unevenness of the surface of the gypsum board 1 caused by screwing each of the screws 4 and smoothing the entire surface, and has been conventionally used. Is.

以上に説明したように、本実施形態においては、建物の壁(室内を仕切る仕切り壁を含む)、天井又は床の下地材となる複数の下地用ボード(例えば石膏ボードなど)を、胴縁3などの固定用部材に固定するとき、まず、複数のビス4を各石膏ボード1から胴縁(固定用部材)3に螺入させることにより前記各石膏ボード1を胴縁(固定用部材)3に固定させ、その後、複数のビス4を、前記各石膏ボード1間の継ぎ目2から胴縁(固定用部材)3へと、前記継ぎ目2とそれぞれ対向又は接する各石膏ボード1の端部1a又は端面の一部がビス4の雄ネジ部分4b(図5(b)参照)により雌ネジ状に削られるように、前記継ぎ目2及び前記胴縁(固定用部材)3に螺入させるようにしている。よって、本実施形態によれば、前記各石膏ボード(下地材用ボード)1の前記継ぎ目2に対向又は接する端部1a(又はその端面)には、確実に、「前記ビス4の雄ネジ部分4bにより削られて形成された雌ネジ状部分1b」(図1,2参照)が形成されるようになる。その結果、前記継ぎ目2を介して互いに隣接又は対向する各石膏ボード1同士は、前記継ぎ目2中のビス4と「前記ビス4の雄ネジ部分4bにより削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」とを介して、互いに振動が効率的に(前記『比較的広い表面積』を有する部分を解して効率的に)伝達されるように、互いに接続される。よって、本実施形態により施工された下地材によれば、もし地震による揺れ又は台風による強風などが発生した場合でも、前記揺れや強風などによる振動が、前記各石膏ボード1間の前記継ぎ目2に螺入されたビス4及び「前記ビス4の雄ネジ部分4bにより削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を介して、前記複数の石膏ボード1の全体(下地材の全体)に効率的に(前記『比較的広い表面積』により効率的に)拡散され均一化されるようになる。よって、本実施形態によれば、前記石膏ボード1の一部(従来技術においてビスが螺入されている石膏ボード1の内側の部分)に振動が強く加えられて、ビス4(石膏ボード1の内側の部分に螺入されたビス)が前記強い振動で外れてしまうことが防止され、その結果、前記揺れや強風による振動が原因となって下地材が固定用部材から離れてしまうことが、有効に防止されるようになる。 As described above, in the present embodiment, a plurality of base boards (for example, gypsum board) used as a base material for a building wall (including a partition wall for partitioning a room), a ceiling or a floor are provided on the furring strip 3. When fixing to a fixing member such as, first, by screwing a plurality of screws 4 from each gypsum board 1 into the furring strip (fixing member) 3, each gypsum board 1 is screwed into the furring strip (fixing member) 3. After that, a plurality of screws 4 are connected from the seam 2 between the gypsum boards 1 to the furring strip (fixing member) 3, and the end 1a of each gypsum board 1 facing or in contact with the seam 2, respectively. A part of the end face is screwed into the seam 2 and the furring strip (fixing member) 3 so as to be scraped into a female screw shape by the male screw portion 4b (see FIG. 5B) of the screw 4. There is. Therefore, according to the present embodiment, the end portion 1a (or the end surface thereof) facing or in contact with the seam 2 of each gypsum board (base material board) 1 is surely "a male screw portion of the screw 4". The female screw-shaped portion 1b ”(see FIGS. 1 and 2) formed by being scraped by 4b is formed. As a result, the gypsum boards 1 adjacent to each other or facing each other via the seam 2 are formed by the screw 4 in the seam 2 and the female screw-shaped portion formed by being scraped by the male screw portion 4b of the screw 4. Vibrations are efficiently transmitted to each other (efficiently by understanding the portion having the "relatively large surface area") through the "part having a" relatively large surface area "cut into a female screw shape)". So that they are connected to each other. Therefore, according to the base material constructed according to the present embodiment, even if a tremor due to an earthquake or a strong wind due to a typhoon occurs, the vibration due to the tremor or the strong wind is applied to the seam 2 between the gypsum boards 1. Through the screwed screw 4 and "a female screw-shaped portion formed by being scraped by the male screw portion 4b of the screw 4 (a portion having a" relatively large surface area "cut into a female screw shape)". It is efficiently diffused (efficiently due to the "relatively large surface area") and uniformed over the entire gypsum board 1 (the entire base material). Therefore, according to the present embodiment, vibration is strongly applied to a part of the gypsum board 1 (the inner part of the gypsum board 1 into which the gypsum board 1 is screwed in the prior art), and the gypsum 4 (the gypsum board 1). It is possible to prevent the gypsum screwed into the inner part from coming off due to the strong vibration, and as a result, the base material may separate from the fixing member due to the vibration caused by the shaking or strong wind. It will be effectively prevented.

しかも、本実施形態においては、その特徴的部分である前記「複数のビスを、前記各石膏ボード1間の継ぎ目2から前記胴縁3へと、前記継ぎ目2とそれぞれ対向又は接する前記各石膏ボード1の端部1a(又はその端面)の一部がビス4により削られるように、前記継ぎ目2及び前記胴縁3に螺入させる工程(図6のBで示す領域参照)」は、従来より行われている「複数のビス4を前記各石膏ボード1(前記各石膏ボード1の内側部分)から前記胴縁3の方向に螺入させることにより前記各石膏ボード1を前記胴縁3に固定させる工程(図6のAで示す領域参照)」と同じ又は類似のビス4(極めて低額の消耗品)を使用した同種のビス止め作業を連続的に追加するだけで行えるもの、すなわち従来の下地材の施工時の作業と連続性を持って且つ特別な金具などを必要とすることなく良好な作業性と低コスト性の下で行えるものである。よって、本実施形態によれば、地震による揺れ又は台風による強風などが発生した場合でも、下地材が固定用部材から離れてしまうことを、従来の下地材の施工時の作業と連続性を持って、従来の下地材の施工作業と比較して作業性及びコストを犠牲にすることなく、有効に防止できるようになる。 Moreover, in the present embodiment, the characteristic portion of the gypsum board is "a plurality of screws, from the seam 2 between the gypsum boards 1 to the furring strip 3 and facing or in contact with the seam 2, respectively. The step of screwing into the seam 2 and the furring strip 3 so that a part of the end portion 1a (or the end surface thereof) of 1 is scraped by the screw 4 (see the region shown by B in FIG. 6) has been conventionally performed. The "a plurality of screws 4 are screwed from each gypsum board 1 (inner portion of each gypsum board 1) in the direction of the furring strip 3 to fix each gypsum board 1 to the furring strip 3. The same type of gypsum fixing work using the same or similar gypsum 4 (extremely low-priced consumables) as in the step of making gypsum (see the area shown by A in FIG. 6) can be performed simply by continuously adding, that is, a conventional base. It can be done with good workability and low cost without the need for special metal fittings and with continuity with the work at the time of material construction. Therefore, according to the present embodiment, even if a tremor due to an earthquake or a strong wind due to a typhoon occurs, the base material is separated from the fixing member, which is continuous with the work at the time of the conventional base material construction. Therefore, it can be effectively prevented without sacrificing workability and cost as compared with the conventional construction work of the base material.

さらに、本実施形態において、前記ビス4の雄ネジ部分4bを、前記螺入方向と直行する断面の最も大きい部分(前記雄ネジ部分4b中の前記頭部4aの近傍部分)の直径が前記継ぎ目2の幅寸法の1.5倍以上(より望ましくは2倍以上もしくは以下、3倍以上もしくは以下、4倍以上もしくは以下、又は5倍以上もしくは以下)となるように構成したときは、前記ビス4が前記各石膏ボード1間の継ぎ目2から固定用部材3へと螺入される過程で、前記継ぎ目2とそれぞれ対向又は接する各石膏ボード1の端部1a又は端面の一部が、前記ビス4の雄ネジ部分4bにより確実に雌ネジ状に削られるようになるので、各下地材用ボード1の前記継ぎ目2に対向又は接する端部1a(又はその端面)に、「前記ビス4の雄ネジ部分4bにより削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を確実に形成することができるようになり、その結果、地震による揺れ又は台風による強風などによる振動を、より確実に、前記継ぎ目2中の前記ビス4及び「前記ビス4の雄ネジ部分4bにより削られて形成された雌ネジ状部分(雌ネジ状に削られた『比較的広い表面積』を有する部分)」を介して、前記複数の石膏ボード1の全体(下地材の全体)に拡散し均一化させることが、できるようになる。 Further, in the present embodiment, the diameter of the largest portion of the cross section perpendicular to the screwing direction (the portion in the vicinity of the head portion 4a in the male screw portion 4b) of the male screw portion 4b of the screw 4 is the seam. When the width dimension of 2 is 1.5 times or more (more preferably 2 times or more or less, 3 times or more or less, 4 times or more or less, or 5 times or more or less), the screw In the process of screwing 4 from the seam 2 between the gypsum boards 1 into the fixing member 3, the end 1a or a part of the end face of each gypsum board 1 facing or in contact with the seam 2 is a part of the screw. Since the male screw portion 4b of 4 ensures that the screw is cut into a female screw shape, the end portion 1a (or the end surface thereof) facing or in contact with the seam 2 of each base material board 1 is marked with "the male of the screw 4". It has become possible to reliably form a female screw-shaped portion (a portion having a "relatively large surface area" scraped into a female screw shape) formed by being scraped by the screw portion 4b, and as a result, due to an earthquake. A female screw-shaped portion (scraped into a female screw shape) formed by scraping the vibration caused by shaking or a strong wind caused by a typhoon by the screw 4 in the seam 2 and the male screw portion 4b of the screw 4 more reliably. Through the "part having a" relatively large surface area ")", it becomes possible to diffuse and homogenize the whole of the plurality of gypsum boards 1 (the whole of the base material).

以上、本発明の実施形態について説明したが、本発明は前記実施形態として述べたものに限定されるものではなく、様々な修正及び変更が可能である。例えば、前記実施形態においては、前記各石膏ボード1を前記ビス4により固定する固定用部材(建物構造材又はこれに取り付けられた部材から成るもの)として前記胴縁3を例示したが、前記固定用部材としては、胴縁だけでなく、例えば笠木、主柱、間柱、天井用の野縁、又は、軽天工事に使用される間仕切り等用の軽鉄材(軽量の鉄骨)などとすることも可能である。また、前記実施形態では、下地用ボードとして石膏ボード(プラスターボード)1を使用したが、本発明では他の部材、例えば高強度の構造用合板など様々なものを使用することができる。 Although the embodiments of the present invention have been described above, the present invention is not limited to those described as the above-described embodiments, and various modifications and modifications can be made. For example, in the embodiment, the furring strip 3 is exemplified as a fixing member (a building structural material or a member attached to the building structural material) for fixing each gypsum board 1 with the screw 4, but the fixing is described. The lumber is not limited to the furring strip, but may be, for example, a cap tree, a main pillar, a stud, a field edge for a ceiling, or a light iron material (lightweight steel frame) for a partition used for light sky construction. It is possible. Further, in the above embodiment, gypsum board (plaster board) 1 is used as the base board, but in the present invention, various other members such as high-strength structural plywood can be used.

さらに、前記実施形態では、複数の下地用ボードを固定用部材に固定するとき、施工の順序として、まず、複数のビス4を前記各下地用ボード1から固定用部材(胴縁)3に螺入させることにより前記各下地用ボード1を固定用部材3に固定させ、その後(その次に)、複数のビス4を、前記各下地用ボード1間の継ぎ目2から固定用部材3へと、前記継ぎ目2とそれぞれ対向又は接する各下地用ボード1の端部1a又は端面の一部がビス4の雄ネジ部分4bにより雌ネジ状に削られるように、前記継ぎ目2及び固定用部材3に螺入させる方法を説明したが、本発明はこのような手順(順序)に限定されるものではなく、例えば、(i)複数のビス4を前記各下地用ボード1から固定用部材3に螺入させることにより前記各下地用ボード1を固定用部材3に固定させる作業と、(ii)複数のビス4を、前記各下地用ボード1間の継ぎ目2から固定用部材3へと、前記継ぎ目2とそれぞれ対向又は接する各下地用ボード1の端部1a又は端面の一部が前記ビス4の雄ネジ状部分4bにより雌ネジ状に削られるように、前記継ぎ目2及び固定用部材3に螺入させる作業とを、ランダムに、すなわち上記(i)及び(ii)が混合・混在するように行ってもよいし、又は、前記(ii)の作業を先にして前記(i)の作業をその後に行うようにしてもよい。 Further, in the above embodiment, when fixing a plurality of base boards to the fixing member, first, a plurality of screws 4 are screwed from each base board 1 to the fixing member (further edge) 3 in the order of construction. By inserting the base board 1, the base board 1 is fixed to the fixing member 3, and then (then), a plurality of screws 4 are transferred from the seam 2 between the base boards 1 to the fixing member 3. Screwed onto the seam 2 and the fixing member 3 so that the end 1a or a part of the end surface of each base board 1 facing or in contact with the seam 2 is cut into a female screw shape by the male screw portion 4b of the screw 4. Although the method of inserting the screws has been described, the present invention is not limited to such a procedure (order). For example, (i) a plurality of screws 4 are screwed into the fixing member 3 from each of the base boards 1. The work of fixing each base board 1 to the fixing member 3 and (ii) a plurality of screws 4 from the seam 2 between the base boards 1 to the fixing member 3 and the seam 2 Screwed into the seam 2 and the fixing member 3 so that the end portion 1a or a part of the end surface of each base board 1 facing or in contact with the screw 4 is scraped into a female screw shape by the male screw-shaped portion 4b of the screw 4. The work may be performed randomly, that is, the above (i) and (ii) may be mixed / mixed, or the above (ii) may be preceded by the above (i). You may try to do it.

1 石膏ボード
1a 石膏ボードの端部
1b 石膏ボードの端部(端面)に形成された雌ネジ状部分
2 各石膏ボード間の継ぎ目
3 胴縁(固定用部材の一例)
4 ビス
4a ビスの頭部
4b ビスの雄ネジ部分
5 弾性シート
1 Gypsum board 1a Gypsum board end 1b Female screw-shaped part formed on the end (end face) of gypsum board 2 Seams between each gypsum board 3 Furnace edge (an example of fixing member)
4 Screw 4a Screw head 4b Male screw part of screw 5 Elastic sheet

Claims (2)

建物の壁(室内を仕切る仕切り壁を含む)、天井又は床の下地材の施工方法であって、
複数のビスを、下地用ボードにより構成される複数の下地材中の「各下地材間の継ぎ目以外の継ぎ目近傍部分」から固定用部材に螺入させ、前記各下地材を前記固定用部材に固定する、第1行程と、
前記第1行程の後に行われる第2行程であって、「前記第1行程により前記固定用部材に固定された前記各下地材」間の継ぎ目中の複数箇所から前記固定用部材へ複数のビスをそれぞれ螺入させながら前記継ぎ目に対向又は接している前記各下地材の端部又は端面の一部を前記螺入中のビスにより削り、前記各下地材同士を、前記の螺入されたビス及び当該ビスにより削られた部分を介して互いに振動が効率的に伝達されるように接続する、第2行程と
を含むことを特徴とする建築用下地材の固定用部材への施工方法。
A method of constructing a base material for building walls (including partition walls that partition the room), ceilings, or floors.
A plurality of screws are screwed into the fixing member from the "part near the seam other than the seam between the base materials" in the plurality of base materials composed of the base materials, and each base material is used as the fixing member. The first step to fix,
In the second step performed after the first step, a plurality of screws from a plurality of points in the seam between "the base materials fixed to the fixing member by the first step" to the fixing member. The end portion or a part of the end face of each base material facing or in contact with the seam is scraped off by the screw being screwed in, and the base materials are put together with the screwed screw. A method of applying a building base material to a fixing member, which comprises a second step of connecting the vibrations to each other so as to be efficiently transmitted through a portion cut by the screw.
前記第2行程において使用されるビスの雄ネジ部分は、その螺入方向と直行する断面の最も大きい部分の直径が、前記継ぎ目の幅寸法の少なくとも2倍以上である、請求項1に記載の建築用下地材の固定用部材への施工方法。
The first aspect of the present invention, wherein the male screw portion of the screw used in the second stroke has a diameter of the largest portion of the cross section perpendicular to the screwing direction at least twice the width dimension of the seam. Construction method for fixing members of building base materials.
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