JP6626640B2 - Construction method of base structure and base material for joining used therefor - Google Patents

Construction method of base structure and base material for joining used therefor Download PDF

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JP6626640B2
JP6626640B2 JP2015114437A JP2015114437A JP6626640B2 JP 6626640 B2 JP6626640 B2 JP 6626640B2 JP 2015114437 A JP2015114437 A JP 2015114437A JP 2015114437 A JP2015114437 A JP 2015114437A JP 6626640 B2 JP6626640 B2 JP 6626640B2
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base material
joining
board
joining base
flat
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JP2017002481A (en
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誠 奥地
誠 奥地
渉 ▲高▼野
渉 ▲高▼野
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Okuji Kensan Co Ltd
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Description

本発明は、壁や天井等の下地用骨組材に石膏ボード等のボード材を複数枚、それらの端部が接合されるようにして形成された壁や天井等の下地構造体の施工方法と、これに用いる接合用下地材に関するものである。   The present invention provides a method for constructing a foundation structure such as a wall or ceiling formed by joining a plurality of board materials such as gypsum board to a foundation frame material such as a wall or ceiling and joining their ends. The present invention relates to a bonding base material used for this.

壁下地構造体においては、石膏ボード等の壁材ボードは、所定面積毎に予め切断され、これを縦桟及び横桟から成る下地用骨組材に縦貼りあるいは横貼りして施工される。
このとき石膏ボードの端部は、タレやクラックを生じないように縦桟あるいは横桟等の上記した下地用骨組材の箇所で接合される。
In the wall foundation structure, a wall material board such as a gypsum board is cut in advance for each predetermined area, and is vertically or horizontally attached to a foundation frame material composed of a vertical bar and a horizontal bar.
At this time, the ends of the gypsum board are joined at the above-described base frame material, such as a vertical bar or a horizontal bar, so as not to cause sagging or cracking.

従って接合箇所に縦桟や横桟等の下地用骨組材のない場合には、当該箇所に補助桟等の接合用下地材を入れる必要がある。
この補助桟等の接合用下地材として、横断面略T字形状の鋼板材を利用したものが下記特許文献1に記載の「下地壁構造体」である。
Therefore, when there is no base frame material such as a vertical bar or a horizontal bar at the joint, it is necessary to put a joint base material such as an auxiliary bar at the position.
A "base wall structure" described in Patent Literature 1 below uses a steel plate having a substantially T-shaped cross section as a base material for joining such an auxiliary crosspiece or the like.

この特許文献1に記載の考案の構成は、縦桟及び横桟等の下地用骨組材に、複数枚の石膏ボード等の壁体ボードをそれらの端部が突合せ接合されるようにして貼り合わせて成る下地壁構造体において、壁体ボードの上記突合せ接合端部が、縦方向もしくは横方向に配設された下地用骨組材のうちの上記接合端部と平行する複数の下地用骨組材の間に位置し且つ鋼板材によって長手方向に連続する横断面略T字状に形成された接合用下地材の両側の受片部表面と幅方向中央に立ち上り形成された突出片部の両側面とによって支持され、壁体ボードの接合端部表面の長さ方向所定位置、即ち上記接合端部と直交する方向に延びるもう一方の下地用骨組材が背後に配設されている位置とその間の位置とにビス打ちをして壁体ボードと接合用下地材と下地用骨組材とを一体化して形成された下地壁構造体である。   In the configuration of the invention described in Patent Document 1, a plurality of wall boards such as a gypsum board are bonded to a base frame material such as a vertical rail and a horizontal rail such that their ends are butt-joined. The butt joint end portion of the wall board is formed of a plurality of foundation skeleton members parallel to the joint end portion of the skeleton members arranged vertically or horizontally. A receiving piece surface on both sides of a joining base material formed in a substantially T-shaped cross section continuous in the longitudinal direction by a steel plate material and both side faces of a protruding piece portion standing upright at the center in the width direction. At a predetermined position in the length direction of the joint end surface of the wall board, that is, a position where the other base framing material extending in a direction orthogonal to the joint end is disposed behind and a position therebetween. And screwed to the wall board and the base material for joining The underlying wall structure that is formed by integrating the ground for the framework material.

実用新案登録第2527791号公報Japanese Utility Model Registration No. 2527791

上記従来の壁下地構造体は、天井構造にも採用されうるものであるが、下地用骨組材に対してボード材の接合端部が直交する方向に配設される場合に、この接合端部の裏面側に前記鋼製の接合用下地材を配設することにより容易にボード材を接合し固定することが出来るものである。   The above-mentioned conventional wall foundation structure can be adopted also for a ceiling structure. However, when the joint end of the board material is arranged in a direction orthogonal to the foundation frame material, this joint end The board material can be easily joined and fixed by arranging the steel joining base material on the back surface side.

また、これらボード材の接合端部が下地用骨組材と平行に配置された場合であっても、この接合端部が下地用骨組材の間に位置する際にも、上記接合用下地材がその裏面側に配設されて両ボード材の接合端部がビス等により固定されるものである。   Further, even when the joint ends of these board members are arranged in parallel with the base frame material, even when the joint ends are located between the base frame members, the joint base material is not used. It is arranged on the back side, and the joint end of both board members is fixed with screws or the like.

これにより、縦桟や横桟等によって長さ方向に支持(裏打ち)されていないボード材の接合端部間に鋼製で横断面T字形状の接合用下地材を介装し、前記横桟等の下地用骨組材と前記接合用下地材とが交差する位置と、その間の位置とにビス打ちをしてボード体と接合用下地材と下地用骨組材とを一体化させたため、作用力に対して全体が、タレやクラックなどを生じにくい、強度的に優れた下地構造体を提供することができたものであった。   Thus, a joining base material made of steel and having a T-shaped cross section is interposed between the joining ends of the board material that is not supported (lined) in the length direction by the vertical rail or the horizontal rail. And so on, and the board body, the joining base material and the base framing material are integrated with each other at a position where the base framing material and the joining base material intersect with each other, and at a position therebetween, so that the acting force is On the other hand, the entire structure was able to provide a base structure excellent in strength, in which sagging, cracks, and the like hardly occur.

しかしながら、上記横断面T字形状の鋼製の接合用下地材に、石膏ボードをビス打ちして固定すると、ビス打ち位置の間の接合用下地材が波打って、当該ビス打ち位置の間に隙間が生じてしまう、即ち、接合用下地材とボード材との間に隙間が生じてしまうという問題が発生したのである。
このように石膏ボードの接合端部において、その裏打ち材となる接合用下地材との間に隙間が生じると、建築物の耐火基準に合致しないこととなる恐れが生じるのである。
However, if the gypsum board is screwed and fixed to the steel joining base material having the T-shaped cross section, the joining base material between the screwing positions undulates between the screwing positions. This has caused a problem that a gap is generated, that is, a gap is formed between the bonding base material and the board material.
If a gap is formed between the joining end portion of the gypsum board and the joining base material serving as the backing material in this way, there is a possibility that the gypsum board may not meet the fire resistance standard of the building.

そこで、本発明においては、上記従来の下地構造体において、ボード材同士の接合端部に配設される接合用下地材との間に隙間が生じないようにするための施工方法を提供すること、またこの施工方法において使用する接合用下地材を提供することをその課題とするものである。   In view of the above, the present invention provides a construction method for preventing the occurrence of a gap between the above-described conventional base structure and a bonding base material disposed at a bonding end of the board members. Another object of the present invention is to provide a joining base material used in this construction method.

上記課題を解決するために、本発明の第1のものは、縦桟及び横桟等の下地用骨組材を組み立てた後に、矩形形状のボード材を縦方向又は横方向に相互の端部を突き合わせ平面状に接合して形成する下地構造体の施工方法において、横断面略T字形状の金属製板材から成る接合用下地材を用意し、この接合用下地材は、略中央の長手方向に延びる突条部の下端から両側に延長する平面部がそれぞれ設けられ、これらの平面部の両側縁部は、中央の突条部の下端部よりも高い位置に位置して、前記突条部と平面部との成す角度を90度以下の所定角度をもって設けられており、この接合用下地材を前記ボード材の突き合わせ接合の部位の裏面に配設し、ボード材の側縁部の裏面を前記接合用下地材の両側の平面部に接合させ、ボード材の側縁部の端面を前記接合用下地材の突条部の両側側面に当接するように配設し、その後、これらボード材と接合用下地材及び/又は下地用骨組材とをビス止め又は釘止めすることにより、前記接合用下地材の平面部とボード材が密着状態に接合固定されることとなり、前記突条部と平面部との成す所定角度が86.2度から82.5度の範囲内であり、前記接合用下地材が、薄板の鋼板をプレス成形により製作され、当該鋼板の厚みを0.3mmから0.8mmの範囲としたことを特徴とする下地構造体の施工方法である。
In order to solve the above-mentioned problem, a first aspect of the present invention is to assemble a base frame material such as a vertical crosspiece and a horizontal crosspiece, and then form a rectangular board material in a longitudinal direction or a lateral direction by mutually ending each other. In a method of applying a base structure formed by joining in a butt plane shape, a joining base material made of a metal plate material having a substantially T-shaped cross section is prepared, and the joining base material is provided in a substantially central longitudinal direction. Flat portions extending to both sides from the lower end of the extending ridge are provided, and both side edges of these flat portions are located at a position higher than the lower end of the central ridge, and An angle formed with the plane portion is provided at a predetermined angle of 90 degrees or less, and this joining base material is disposed on the back surface of the butt joint portion of the board material, and the back surface of the side edge portion of the board material is Join to the flat parts on both sides of the joining base material, and By arranging the end surfaces so as to abut on both side surfaces of the ridge portion of the joining base material, and then screwing or nailing the board material and the joining base material and / or the base skeleton material. The flat portion of the base material for bonding and the board material are bonded and fixed in a close contact state, and the predetermined angle formed between the ridge portion and the flat portion is in the range of 86.2 degrees to 82.5 degrees. The joining base material is manufactured by press-forming a thin steel plate, and the thickness of the steel plate is set in a range from 0.3 mm to 0.8 mm .

本発明の第のものは、上記第1の発明において、前記接合用下地材の両側の平面部の表面側に接着剤を塗布した後に、ボード材の端部を互いに付き合わせ接合して貼り付け、その後、これらボード材をビス止め又は釘止めしたことを特徴とする下地構造体の施工方法である。
According to a second aspect of the present invention, in the first aspect, an adhesive is applied to a surface side of a flat portion on both sides of the joining base material, and then the ends of the board material are attached to each other and joined. A method of constructing a foundation structure, characterized in that these board materials are screwed or nailed afterwards.

本発明の第のものは、上記第1又は第2の発明に記載の下地構造体の施工方法に用いられる接合用下地材である。
A third aspect of the present invention is a joining base material used in the method for applying a base structure according to the first or second invention.

本発明の第1のものにおいては、縦桟及び横桟等の下地用骨組材を組み立てた後に、矩形形状のボード材を縦方向又は横方向に相互の端部を突き合わせ接合して形成する下地構造体の施工方法において、横断面略T字形状の金属製板材から成る接合用下地材を用意し、この接合用下地材を前記ボード材の突き合わせ接合の部位の裏面に配設し、ボード材の側縁部の裏面を前記接合用下地材の両側の平面部に接合させ、ボード材の側縁部の端面を前記接合用下地材の突条部の両側側面に当接するように配設し、その後、これらボード材と接合用下地材とをビス止め又は釘止めし、或いは、これらボード材と接合用下地材及び下地用骨組材とをビス止め又は釘止めする。   In the first aspect of the present invention, after assembling a base frame material such as a vertical crosspiece and a horizontal crosspiece, the base material is formed by butting and joining mutually ends of a rectangular board material in a vertical direction or a horizontal direction. In the construction method of a structure, a joining base material made of a metal plate material having a substantially T-shaped cross section is prepared, and the joining base material is arranged on the back surface of the butt joint portion of the board material. Are bonded to the flat portions on both sides of the base material for bonding, and the end surfaces of the side edges of the board material are disposed so as to abut on both side surfaces of the ridges of the base material for bonding. Then, the board material and the joining base material are screwed or nailed, or the board material and the joining base material and the base frame material are screwed or nailed.

そして、ここで用いる前記接合用下地材としては、略中央の長手方向に延びる突条部の下端から両側に延長する平面部がそれぞれ設けられ、これらの平面部の両側縁部は、中央の突条部の下端部よりも高い位置に位置して、前記突条部と平面部との成す角度を90度以下の所定角度をもって設けられた金属製板材を使用しているのである。   As the bonding base material used here, flat portions extending to both sides from the lower end of the substantially central longitudinally extending ridge portion are provided, and both side edges of these flat portions are formed at the center projecting portion. A metal plate material is used which is located at a position higher than the lower end of the ridge and is provided with a predetermined angle of 90 degrees or less between the ridge and the flat portion.

これにより、壁体ボードの接合端部は、横断面略T字形状の金属製板材によって裏打ちされ、その後ビス止め又は釘止めされることにより、この部分の強度が向上し、この下地構造体に横方向からのせん断力が作用しても、接合端部のずれが少なくなり、クラック等も生じる恐れが少ないものとなり、また表面に貼着されるクロスのクロス割れをも防止する効果を発揮する。   As a result, the joint end of the wall board is lined with a metal plate having a substantially T-shaped cross section, and then is screwed or nailed, so that the strength of this portion is improved, and Even if a shearing force acts from the lateral direction, the displacement of the joining end is reduced, and there is little possibility of cracks and the like, and the effect of preventing the cross crack of the cloth stuck on the surface is exhibited. .

更に、本発明においては、接合用下地材の両平面部の両側縁部が長手方向中央の突条部の下端部よりも高い位置に位置しており、つまり、突条部と平面部との成す角度が90度以下に設定されているために、ボード材の接合端部において、ボード材と接合用下地材の平面部との間に隙間が生じないこととなるのである。
これにより、所定の耐火基準をも満たす下地構造体となるのである。
Furthermore, in the present invention, both side edges of both flat portions of the joining base material are located at positions higher than the lower end portion of the ridge portion at the center in the longitudinal direction, that is, the ridge portion and the flat portion Since the angle formed is set to 90 degrees or less, no gap is formed between the board material and the plane portion of the joining base material at the joining end of the board material.
As a result, the base structure satisfies the predetermined fire resistance standard.

本発明においては、前記接合用下地材の形態をより限定したものである。
即ち、この接合用下地材の突条部と両側のそれぞれの平面部との成す角度を90度以下としていたが、その角度を86.2度から82.5度の範囲内に限定したものである。
本発明においては、前記接合用下地材を更に限定したものであり、即ち、この接合用下地材が、薄板の鋼板をプレス成形し、使用する鋼板の厚みを0.3mmから0・8mmの範囲としたものである。
In the present invention, the form of the bonding base material is further limited.
That is, the angle formed between the ridge portion of the joining base material and the respective flat portions on both sides is 90 degrees or less, but the angle is limited to the range of 86.2 degrees to 82.5 degrees. is there.
In the present invention, the joining base material is further limited, that is, the joining base material is formed by press-forming a thin steel plate, and the thickness of the steel plate used ranges from 0.3 mm to 0.8 mm. It is what it was.

このように、本発明における接合用下地材の平面部の両側縁部が中央の突条部の下端部よりも表面側に折曲している関係上、ボード材の端部をこの平面部にビス止め等した際に、この平面部がボード材側に引き寄せられて、この平面部が波打つことがなくなり、ボード材と平面部とが密着状態に固定されることとなるのである。   As described above, since the both side edges of the flat portion of the bonding base material in the present invention are bent more toward the surface side than the lower end portion of the central ridge portion, the end portion of the board material is set to this flat portion. When a screw or the like is used, the flat portion is drawn to the board material side, so that the flat portion does not undulate, and the board material and the flat portion are fixed in a close contact state.

本発明の第のものにおいては、前記接合用下地材の両側の平面部の表面側に接着剤を塗布した後に、ボード材の端部を互いに付き合わせ接合して貼り付け、その後、これらボード材をビス止め又は釘止めしたことを特徴とするものであり、これにより、接合用下地材とボード材との接合固定がより強固なものとなり、接合部分の強度が増し、下地構造体の横方向からのせん断力が加わっても、接合部分のずれが少なくなり、クラック等も生じる恐れが少なく、クロス割れの問題も防止することができる。
According to a second aspect of the present invention, an adhesive is applied to the surface side of the flat portions on both sides of the bonding base material, and the ends of the board material are attached to each other and bonded to each other. It is characterized in that the material is screwed or nailed, whereby the bonding and fixing between the bonding base material and the board material becomes stronger, the strength of the bonding part increases, and the side of the base structure is Even if a shearing force is applied from the direction, the displacement of the joining portion is reduced, cracks and the like are less likely to occur, and the problem of cross cracking can be prevented.

本発明の第のものは、上記施工方法において使用される接合用下地材を特定したものであり、この横断面略T字形状の金属製板材からなる接合用下地材を使用して下地構造体を構築することにより、ボード材の端部と当該接合用下地材の平面部とが密着状態に接合固定され、両者の間に隙間が生じる恐れがなくなるのである。
According to a third aspect of the present invention, a joining base material used in the above-described construction method is specified, and a joining base material made of a metal plate material having a substantially T-shaped cross section is used to form a base structure. By constructing the body, the end portion of the board material and the flat portion of the joining base material are joined and fixed in a tight contact state, and there is no possibility that a gap is generated between the two.

横桟及び縦桟から成る壁下地用骨組材に壁用ボード材としての石膏ボードを横貼りした本発明に係る施工方法により施工された下地構造体を図示しており、その図中左側の石膏ボードを取除いた状態の正面図である。A plaster board as a wall board material is laterally pasted on a frame material for a wall foundation consisting of a horizontal beam and a vertical beam, and a foundation structure constructed by the construction method according to the present invention is shown. It is a front view in the state where a board was removed. 上記実施形態に係る施工方法において使用される接合用下地材を図示しており、その(A)が斜視図、その(B)が横断面図である。2A and 2B show a joining base material used in the construction method according to the embodiment, wherein FIG. 1A is a perspective view and FIG. 1B is a cross-sectional view. 本発明に係る施工方法の要部を図示する説明図である。It is explanatory drawing which illustrates the principal part of the construction method concerning this invention.

以下、添付の図面と共に本発明の実施形態につい説明する。
図1は、横桟及び縦桟から成る壁下地用骨組材に壁用ボード材としての石膏ボードを横貼りした本発明に係る施工方法により施工された下地構造体を図示しており、その図中左側の石膏ボードを取除いた状態の正面図である。
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
FIG. 1 shows a foundation structure constructed by a construction method according to the present invention in which a gypsum board as a wall board material is laterally attached to a frame material for a wall foundation composed of a horizontal beam and a vertical beam. It is a front view in the state where the plaster board of the middle left was removed.

図1においては、図中右側に壁用ボード材としての石膏ボード4が接合されており、その左側はいまだ石膏ボードを接合していない状態であるが、図中縦方向の接合端部4tは2本の縦桟5、5のほぼ中間に位置しており、これら左右の両石膏ボード4の境界部(接合端部4t間)に接合用下地材1が位置する。
この接合用下地材1は、横桟6と石膏ボード4の接合端部4tの裏面間に配設される。
In FIG. 1, a gypsum board 4 as a wall board material is joined to the right side in the figure, and the gypsum board is not yet joined to the left side thereof. The joining base material 1 is located substantially at the middle of the two vertical rails 5, 5, at the boundary between the left and right gypsum boards 4 (between the joining ends 4 t).
The joining base material 1 is disposed between the horizontal rail 6 and the back surface of the joining end 4t of the gypsum board 4.

この接合用下地材1は、次図で説明するが、横断面略T字形状の薄板鋼板から成る長尺状のものであり、その長手方向中央に延びる突条部1tと、この突条部1tの両側に延長する平面部1h、1hとからなる。
そして、この図1では判別できないが、上記両平面部1hの左右の両側縁は図面手前側に少し折曲しているのである。
As will be described with reference to the following figures, the joining base material 1 is a long sheet made of a thin steel plate having a substantially T-shaped cross section, and has a ridge 1t extending to the center in the longitudinal direction thereof, and a ridge 1t. It consists of flat portions 1h and 1h extending to both sides of 1t.
Although not discriminated in FIG. 1, the left and right side edges of both flat portions 1h are slightly bent toward the front of the drawing.

そして、この接合用下地材1の突条部1tの右側面と右側の平面部1h上に石膏ボード4の接合端部4tを当接し接合するのである。
この状態で石膏ボード4の接合端部4tに、その長手方向所定位置にビス7又は釘が打たれる。
ビス7は、接合端部4tと直交する方向に配設された横桟6によって支持されている位置と、横桟6、6の間の適宜位置とに打たれる。
Then, the joining end 4t of the gypsum board 4 is brought into contact with and joined to the right side surface of the ridge portion 1t of the joining base material 1 and the right flat surface portion 1h.
In this state, a screw 7 or a nail is hit at a predetermined position in the longitudinal direction of the joint end 4t of the gypsum board 4.
The screw 7 is struck at a position supported by the cross bar 6 arranged in a direction orthogonal to the joining end 4t, and at an appropriate position between the cross bars 6, 6.

横桟6の位置は接合用下地材1の左方の開放された部分を通して把握することができる。
これにより、石膏ボード4は、接合用下地材1及び下地用骨組材(横桟6)と一体化される。
The position of the cross rail 6 can be grasped through the left open portion of the joining base material 1.
As a result, the gypsum board 4 is integrated with the joining base material 1 and the base frame material (the horizontal rail 6).

図1中、図示していない左方の石膏ボードは、右側の石膏ボード4と同様に下地用骨組材(横桟6)に接合用下地材1を介して固定される。
即ち、石膏ボードの右側接合端部を、接合用下地材1の左側の平面部1h上に接合し、この石膏ボードの接合端面を接合用下地材1の突条部1tの側面に当接させ、所定の位置にビス打ちして固定される。
In FIG. 1, a left gypsum board (not shown) is fixed to a base frame material (horizontal rail 6) via a bonding base material 1, similarly to the right gypsum board 4.
That is, the right joining end of the gypsum board is joined to the left flat portion 1h of the joining base material 1, and the joining end surface of the gypsum board is brought into contact with the side surface of the ridge 1t of the joining base material 1. , Is fixed by screwing into a predetermined position.

横桟6の位置は右方の石膏ボード4のビス打ち箇所を参考にする。
このようにして、本実施形態に係る壁下地構造体では、接合用下地材1に石膏ボードがビス打ちされ、壁下地構造体として固定される。
また、この施工方法において、接合用下地材1の両側の平面部1h、1hに接着剤を予め塗布しておくこともできる。
The position of the horizontal rail 6 is referred to the screwing position of the gypsum board 4 on the right side.
In this manner, in the wall foundation structure according to the present embodiment, the gypsum board is screwed into the joining foundation material 1 and fixed as the wall foundation structure.
In this construction method, an adhesive may be applied to the flat portions 1h and 1h on both sides of the joining base material 1 in advance.

この場合には、接合用下地材1の平面部1hと石膏ボード4との接合がより強固なものとなり、石膏ボード4のビス打ち前に所定長さに切断して下地材に釘打ち等する従来例に比べれば、施工性の点で格段に優れる。   In this case, the bonding between the flat portion 1h of the bonding base material 1 and the gypsum board 4 becomes stronger, and the gypsum board 4 is cut into a predetermined length before being screwed and nailed to the base material. Compared with the conventional example, the workability is remarkably excellent.

尚、石膏ボードを縦貼りする場合には上記した使用例の横桟を縦桟に、縦桟を横桟にそれぞれ置き換えて実施すれば良い。
また、この接合用下地材1は、上記のように、縦桟5の間に配設して用いたが、この横断面略T字形状の鋼板からなる接合用下地材1は、縦桟5又は横桟6の上に重ねて接合して施工することもでき、この場合には、この石膏ボード4、接合用下地材1及び縦桟5又は横桟6を共に同時にビス止めして施工する。
ここにおいても、接合用下地材1の平面部に接着剤を塗布しておくこともできる。
In addition, when a plaster board is stuck vertically, the horizontal rail of the above-mentioned use example may be replaced with a vertical rail, and the vertical rail may be replaced with a horizontal rail.
As described above, the joining base material 1 is disposed between the vertical bars 5 and used. However, the joining base material 1 made of a steel plate having a substantially T-shaped cross section is used as the joining material. Alternatively, it is also possible to work by overlapping and joining on the horizontal rail 6, and in this case, the gypsum board 4, the joining base material 1, and the vertical rail 5 or the horizontal rail 6 are simultaneously screwed together and installed. .
Also in this case, an adhesive may be applied to the flat surface of the joining base material 1.

以上のようにして、本発明においては、長尺の横断面略T字形状の鋼板からなる接合用下地材1を、石膏ボード4の接合端部4tの下面に配置し、当該接合用下地材1と、或いは、当該接合用下地材1及び縦桟5又は横桟6と共にビス止めすることにより壁下地構造体を完成させることができるのである。   As described above, in the present invention, the joining base material 1 made of a long steel plate having a substantially T-shaped cross section is arranged on the lower surface of the joining end 4t of the gypsum board 4, and the joining base material is formed. 1, or by screwing together with the joining base material 1 and the vertical bar 5 or the horizontal bar 6, the wall base structure can be completed.

図2は、上記実施形態に係る施工方法において使用される接合用下地材を図示しており、その(A)が斜視図、その(B)が横断面図である。尚、断面を示すハッチングは省略している。
この図により、本発明に係る施工方法において使用する接合用下地材の形態を見て取ることができる。
2A and 2B show a joining base material used in the construction method according to the embodiment, wherein FIG. 2A is a perspective view and FIG. 2B is a cross-sectional view. The hatching indicating the cross section is omitted.
From this figure, the form of the joining base material used in the construction method according to the present invention can be seen.

上記した通り、この接合用下地材1は、横断面略T字形状の薄板鋼板から成る長尺状のものであり、その長手方向中央に延びる突条部1tと、この突条部1tの両側に延長する平面部1h、1hとからなる。
図2(B)からも解る通り、左右対称形を有しているが、左右の平面部はそれぞれの幅方向長さを異なるものとし、非対称のものを利用することも可能である。
As described above, the joining base material 1 is an elongated member made of a thin steel plate having a substantially T-shaped cross section, and a ridge 1t extending to the center in the longitudinal direction, and both sides of the ridge 1t. And 1h, 1h.
As can be seen from FIG. 2 (B), it has a left-right symmetric shape, but the left and right flat portions have different lengths in the width direction, and it is also possible to use asymmetric ones.

そして、上記両平面部1h、1hの左右の両側縁部1s、1sは突条部1t側(表面側)に少し折曲しているのである。
この実施形態では、突条部1tと平面部1hとの成す角θ1は、86.2度から82.5度の範囲が最適である。従って、θ2は、3.8度から7.5度の範囲となる。
The left and right side edges 1s, 1s of the flat surfaces 1h, 1h are slightly bent toward the ridge 1t side (surface side).
In this embodiment, the angle θ1 between the ridge portion 1t and the flat portion 1h is optimally in the range of 86.2 degrees to 82.5 degrees. Therefore, θ2 is in a range from 3.8 degrees to 7.5 degrees.

この接合用下地材1は、薄板鋼板を用いてプレス成形して製作するが、その板厚は、0.3mmから0.8mmの範囲内のものが最適である。
また、ここで使用した接合用下地材1の長さは、1815mm乃至1995mmのものを使用し、その左右横幅は、約92mm、突条部の高さ約6mmである。
勿論、これらの数値は一例であり、適宜設計変更することができる。
This joining base material 1 is manufactured by press-forming using a thin steel plate, and the thickness thereof is optimally in the range of 0.3 mm to 0.8 mm.
Further, the length of the bonding base material 1 used here is 1815 mm to 1995 mm, and its lateral width is about 92 mm and the height of the ridge is about 6 mm.
Of course, these numerical values are merely examples, and the design can be changed as appropriate.

この接合用下地材1の両側の平面部1h、1hの上に石膏ボードの端部が接合され、それぞれの石膏ボードの端部の端面が突条部1tの両側の側面に当接するのである。   The ends of the gypsum board are joined on the flat portions 1h and 1h on both sides of the joining base material 1, and the end surfaces of the ends of the gypsum boards abut the side surfaces on both sides of the ridge 1t.

このように、平面部1hが突条部1tと直角よりも少し小さい角度に形成されていることにより、石膏ボードの端部がビス打ちされた際に、接合用下地材1の平面部1hのビス打ち間の波打ち減少が防止され、石膏ボードと接合用下地材1の平面部1hとの隙間が発生することが防止されるのである。   Since the flat portion 1h is formed at an angle slightly smaller than the right angle with the protruding ridge portion 1t, when the end of the gypsum board is screwed, the flat portion 1h of the joining base material 1 is formed. It is possible to prevent the waving between the screw drivings from being reduced, and to prevent the occurrence of a gap between the gypsum board and the flat portion 1h of the joining base material 1.

図3は、本発明に係る施工方法の要部を図示する説明図である。
この図3においては、接合用下地材1の一方の側(図中右側)に石膏ボード4の端部を当接し接合する直前の状態を図示している。
FIG. 3 is an explanatory diagram illustrating a main part of the construction method according to the present invention.
FIG. 3 illustrates a state immediately before the end of the gypsum board 4 is brought into contact with one side (the right side in the figure) of the joining base material 1 and joined.

即ち、接合用下地材1は、横断面略T字形状の長尺状の薄板鋼板からなり、この接合用下地材1の平面部1hに石膏ボード4の端部4tの裏面を接合し、石膏ボード4の端部4tの端面4yを接合用下地材1の突条部1tの側面に当接させる。   That is, the joining base material 1 is made of a long thin steel plate having a substantially T-shaped cross section. The back surface of the end portion 4t of the gypsum board 4 is joined to the flat portion 1h of the joining base material 1 by gypsum. The end surface 4y of the end 4t of the board 4 is brought into contact with the side surface of the ridge 1t of the joining base material 1.

その後、ビス打ちを行って固定する。
その際に、接合用下地材1の平面部1hは、図2で説明した通り、その側縁部が表面側に起立しているために、ビス打ちを行っても、ビス打ち位置の間の接合用下地材1の平面部1hが波打つことがなく、当該平面部1hが石膏ボードの端部裏面に密着状態にビス打ち接合されるのである。
After that, it is fixed by screwing.
At this time, the flat portion 1h of the bonding base material 1 has its side edge standing on the front surface side as described with reference to FIG. The flat surface portion 1h of the joining base material 1 does not undulate, and the flat surface portion 1h is tightly screw-bonded to the end back surface of the gypsum board.

尚、この石膏ボード端部の接合用下地材の平面部へのビス打ち前に、当該平面部の表面側に接着剤を予め塗布しておくことも自由であり、この点については既に上に記載した。   Before the end of the gypsum board is screwed onto the flat surface of the joining base material, it is also possible to apply an adhesive to the surface of the flat surface in advance, and this point has already been described above. Described.

以上のように本発明によれば、縦桟又は横桟によって支持されていない石膏ボードの接合端部間に横断面略T字形状の鋼板からなる接合用下地材を介装し、或いは、縦桟又は横桟の上面で石膏ボードの接合端部間に接合用下地材を介装して、石膏ボードと接合用下地材とをビス止めし、或いは、その後両者と縦桟又は横桟とを共に同時にビス止めし、石膏ボードと接合用下地材及び/又は下地用骨組材とを一体化させたものである。   As described above, according to the present invention, a joining base material made of a steel plate having a substantially T-shaped cross section is interposed between joining ends of gypsum boards that are not supported by a vertical bar or a horizontal bar, or A joining base material is interposed between the joining ends of the gypsum boards on the upper surface of the girder or the horizontal girder, and the gypsum board and the joining girder are screwed with each other, or thereafter, both the vertical girder or the horizontal girder is connected. Both are screwed at the same time, and the gypsum board and the joining base material and / or the base frame material are integrated.

これにより、接合用下地材の平面部がビス止めに際して、波打ち減少が防止され、更には、種々の作用力に対して全体が強度的にも優れ、クラックなどを生じにくい下地壁構造体を提供できることとなるのである。 As a result, when the flat portion of the joining base material is screwed, the waving is prevented from decreasing, and further, the whole is excellent in strength with respect to various acting forces, and provides a base wall structure that is less likely to crack. You can do it.

以上、本発明の下地構造体の施工方法及びこれに用いる接合用下地材に係る実施形態について説明したが、この実施形態においては種々に設計変更をすることができる。
まず、本発明に係る下地構造体は、壁又は天井等、建築物の内装として石膏ボート等のボード材を張り付ける部分のあらゆる構造に採用することができる。
The embodiment of the method of applying the underlayer structure of the present invention and the underlayer material for joining used in the embodiment have been described above. However, in this embodiment, various design changes can be made.
First, the base structure according to the present invention can be used for any structure of a wall or ceiling or the like where a board material such as a gypsum boat is attached as an interior of a building.

ボード材としては石膏ボードを例示したが、その他の各種のボード材を使用することも可能である。
ボード材の接合端部の裏面に配設される接合用下地材が本発明に係る施工方法においては非常に重要なものであるが、この接合用下地材は横断面略T字形状の長尺状の鋼板を利用しているが、そのサイズは適宜必要に応じて設計変更することができる。
Although gypsum board has been exemplified as the board material, various other board materials can be used.
The joining base material arranged on the back surface of the joining end portion of the board material is very important in the construction method according to the present invention, and the joining base material has a long T-shaped cross section. Although a steel plate is used, the size of the steel plate can be appropriately changed as needed.

横断面形状も左右対称でなくてもよく、両側の平面部の左右(幅方向)長さが異なっていてもその効果には問題なく、要するに両側の平面部の両側縁部が突条部の下端部よりも少し高い位置にあって、突条部と平面部との成す角度が90度よりも少し小さい角度を有して両平面部が所定角度をもって形成されていればよいものである。   The cross-sectional shape does not have to be symmetrical. Even if the left and right (width direction) lengths of the flat portions on both sides are different, there is no problem in the effect, that is, both side edges of the flat portions on both sides are ridges. It suffices that both flat portions are formed at a predetermined angle at a position slightly higher than the lower end portion, and the angle between the ridge portion and the flat portion is slightly smaller than 90 degrees.

この構成により、従来存在していた問題、即ち、接合用下地材の平面部とボード材端部とのビス打ちにおける前記平面部の波打ち現象が防止され、ボード材の端部と接合用下地材の平面部との接合が密着状態に行われることとなるのである。   With this configuration, the problem which has existed conventionally, that is, the waving phenomenon of the flat portion at the time of screwing between the flat portion of the joining base material and the end portion of the board material is prevented, and the end portion of the board material and the joining base material are prevented. Is made in close contact with the flat part.

ボード材の端部と接合用下地材の平面部との接合に際して、当該平面部の表面側に接着剤を予め塗布することも自由であり、また強度向上には極めて好ましいことである。   At the time of joining the end portion of the board material to the flat portion of the joining base material, it is also possible to apply an adhesive in advance on the surface side of the flat portion, and it is extremely preferable to improve the strength.

最後に、本発明において使用される接合用下地材は、横断面略T字形状とするに際し、1枚の長尺状の鋼板をプレス成形したものを使用しているが、この接合用下地材は、特にプレス成形品でなくともよく、突条部の両側に所定角度をもって、両側に平面部が延長するものであればよいものである。   Lastly, the joining base material used in the present invention is obtained by press-forming a single long steel plate when forming a substantially T-shaped cross section. Is not particularly required to be a press-formed product, but may be any as long as it has a predetermined angle on both sides of the ridge portion and a flat portion extends on both sides.

以上説明した通り、本発明に係る下地構造体の施工方法においては、横断面略T字形状を有する長尺鋼板からなる特殊形態の接合用下地材を使用することによって、壁や天井等の下地構造体の施工に当たり、接合用下地材の両側の平面部とボード材の接合端部とのビス止め等に際し、当該平面部のビス止めに際して発生する波打ち現象を防止でき、当該平面部がボード材の端部と密着状態に接合されるものとなり、且つ、ボード材の接合部位の変位が極めて少なく、ボード及びクロスのクラック等も極めて少ない施工方法と接合用下地材を提供することができたものである。   As described above, in the method of constructing a foundation structure according to the present invention, by using a special-form joining foundation material made of a long steel plate having a substantially T-shaped cross section, the foundation such as a wall or a ceiling can be obtained. In the construction of the structure, when the flat portions on both sides of the joining base material and the joining end portion of the board material are screwed together, it is possible to prevent the waving phenomenon that occurs when the flat portion is screwed, and the flat portion is used for the board material. That can be provided in close contact with the end of the base material, and that the displacement of the joint portion of the board material is extremely small, and that the cracks of the board and the cloth are extremely small, and that the base material for joining can be provided. It is.

1 接合用下地材
1t 突条部
1h 平面部
1s 側縁部
4 石膏ボード(ボード材)
4t 端部
4y 端面
5 縦桟
6 横桟
DESCRIPTION OF SYMBOLS 1 Joining base material 1t Ridge part 1h Flat part 1s Side edge part 4 Gypsum board (board material)
4t end 4y end 5 vertical bar 6 horizontal bar

Claims (3)

縦桟及び横桟等の下地用骨組材を組み立てた後に、矩形形状のボード材を縦方向又は横方向に相互の端部を突き合わせ平面状に接合して形成する下地構造体の施工方法において、
横断面略T字形状の金属製板材から成る接合用下地材を用意し、
この接合用下地材は、略中央の長手方向に延びる突条部の下端から両側に延長する平面部がそれぞれ設けられ、これらの平面部の両側縁部は、中央の突条部の下端部よりも高い位置に位置して、前記突条部と平面部との成す角度を90度以下の所定角度をもって設けられており、
この接合用下地材を前記ボード材の突き合わせ接合の部位の裏面に配設し、
ボード材の側縁部の裏面を前記接合用下地材の両側の平面部に接合させ、ボード材の側縁部の端面を前記接合用下地材の突条部の両側側面に当接するように配設し、
その後、これらボード材と接合用下地材及び/又は下地用骨組材とをビス止め又は釘止めすることにより、前記接合用下地材の平面部とボード材が密着状態に接合固定されることとなり、
前記突条部と平面部との成す所定角度が86.2度から82.5度の範囲内であり、
前記接合用下地材が、薄板の鋼板をプレス成形により製作され、当該鋼板の厚みを0.3mmから0.8mmの範囲としたことを特徴とする下地構造体の施工方法。
After assembling the base frame material such as a vertical crossbar and a horizontal crossbar, in a construction method of a substructure, in which a rectangular board material is formed by abutting each other in a longitudinal direction or a lateral direction and joining each other in a planar shape ,
Prepare a joining base material made of a metal plate material with a substantially T-shaped cross section,
This joining base material is provided with flat portions extending to both sides from a lower end of a substantially centrally extending ridge portion, and both side edges of these flat portions are arranged at lower ends than a lower end portion of the central ridge portion. Is also located at a high position, the angle between the ridge portion and the flat portion is provided with a predetermined angle of 90 degrees or less,
This joining base material is disposed on the back surface of the butt joint portion of the board material,
The back surface of the side edge portion of the board material is joined to the flat portions on both sides of the joining base material, and the end surface of the side edge portion of the board material is arranged so as to contact the both side faces of the ridge portion of the joining base material. Set up
Then, by screwing or nailing the board material and the joining base material and / or the base framing material, the flat portion of the joining base material and the board material are joined and fixed in a close contact state ,
A predetermined angle between the ridge portion and the flat portion is in a range of 86.2 degrees to 82.5 degrees;
The method of constructing a base structure, wherein the joining base material is manufactured by press-forming a thin steel plate, and the thickness of the steel plate is set in a range of 0.3 mm to 0.8 mm .
前記接合用下地材の両側の平面部の表面側に接着剤を塗布した後に、ボード材の端部を互いに付き合わせ接合して貼り付け、その後、これらボード材をビス止め又は釘止めしたことを特徴とする請求項1に記載の下地構造体の施工方法。   After applying an adhesive to the surface side of the flat part on both sides of the joining base material, the ends of the board material are attached to each other and bonded, and thereafter, the board material is screwed or nailed. The method according to claim 1, wherein the foundation structure is constructed. 請求項1又は2に記載の下地構造体の施工方法に用いられる接合用下地材。
Bonding base material used in the construction method of the base structure according to claim 1 or 2.
JP2015114437A 2015-06-05 2015-06-05 Construction method of base structure and base material for joining used therefor Active JP6626640B2 (en)

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