JP6472903B1 - Wall base material fixing structure and wall base material fixing method - Google Patents

Wall base material fixing structure and wall base material fixing method Download PDF

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JP6472903B1
JP6472903B1 JP2018005570A JP2018005570A JP6472903B1 JP 6472903 B1 JP6472903 B1 JP 6472903B1 JP 2018005570 A JP2018005570 A JP 2018005570A JP 2018005570 A JP2018005570 A JP 2018005570A JP 6472903 B1 JP6472903 B1 JP 6472903B1
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base material
wall
wall base
fixing
flange
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JP2019124060A (en
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正明 湯
正明 湯
誠 奥地
誠 奥地
喜明 池亀
喜明 池亀
渉 ▲高▼野
渉 ▲高▼野
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Sekisui House Ltd
Okuji Kensan Co Ltd
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Sekisui House Ltd
Okuji Kensan Co Ltd
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Abstract

【課題】 互いに直交するウェブ及びフランジを有する柱材に内壁の壁下地材を固定するとともに、壁下地材の建ちを容易に調整できる壁下地材の固定構造及びその施工法を提供することを目的とする。
【解決手段】 壁下地材の固定構造1は、互いに直交するフランジ21及びウェブ22を有する柱材2のフランジ21と、内壁3の壁下地材4と、を固定金具5で固定する構造であって、固定金具5は、フランジ21に嵌着する切込み溝511を形成した平板からなる嵌着部51と、切込み溝511と直交する方向に壁下地材4を嵌め込んで支持する嵌め込み部521を有する支持部52と、嵌着部51及び支持部52を連結するとともに支持部52に嵌め込んだ壁下地材4の内壁3の面外方向への出入を調整する調整ボルト53と、を有し、切込み溝511は、切込みの互いに対向する一対の端面を切込みの基端から先端に向かって互いに近接する方向へ同一の角度で傾斜させている。
【選択図】図9
PROBLEM TO BE SOLVED: To provide a wall base material fixing structure and its construction method capable of fixing a wall base material of an inner wall to a pillar material having a web and a flange orthogonal to each other and easily adjusting the construction of the wall base material. And
A wall base material fixing structure 1 is a structure in which a flange 21 of a pillar member 2 having a flange 21 and a web 22 orthogonal to each other and a wall base material 4 of an inner wall 3 are fixed by a fixing bracket 5. The fixing bracket 5 includes a fitting portion 51 made of a flat plate in which a cut groove 511 to be fitted to the flange 21 is formed, and a fitting portion 521 for fitting and supporting the wall base material 4 in a direction orthogonal to the cut groove 511. A support portion 52 having an adjustment bolt 53 that connects the fitting portion 51 and the support portion 52 and adjusts the wall base material 4 fitted in the support portion 52 in the out-of-plane direction of the inner wall 3. The notch grooves 511 are formed by inclining a pair of opposite end surfaces of the notches at the same angle in directions close to each other from the base end of the notch toward the tip.
[Selection] Figure 9

Description

この発明は、内壁の壁下地材を互いに直交するウェブ及びフランジを有する形鋼で形成された柱材に固定する壁下地材の固定構造とその施工方法に関する。   The present invention relates to a wall base material fixing structure for fixing a wall base material of an inner wall to a pillar material formed of a shape steel having a web and a flange orthogonal to each other, and a construction method thereof.

従来より断熱材を固定した鉄骨柱の周りに内壁を形成する場合、図13に示すように、内壁Xの壁下地材X1を断熱材Y及び鉄骨柱Zと干渉しないように内壁Xの面外方向へ持ち出して設置し、断熱効率を低下させないように断熱材Yを連続させることが一般的である。しかしながらこの場合、壁が室内側へ張り出すため室内が狭くなるという問題があった。そこで、鉄骨柱周りの断熱材を断熱効率を低下させないように連続させ、且つ、内壁の木製下地材を内壁の面外方向へ持ち出すことなく鉄骨柱に固定可能な金具が提案されている。(特許文献1)   When an inner wall is formed around a steel column to which a heat insulating material is conventionally fixed, as shown in FIG. 13, the wall base material X1 of the inner wall X is out of the plane of the inner wall X so as not to interfere with the heat insulating material Y and the steel column Z. Generally, the heat insulating material Y is continuously installed so that the heat insulating efficiency is not lowered by taking out in the direction and installing. However, in this case, there is a problem that the interior of the room becomes narrow because the wall projects to the indoor side. Therefore, a metal fitting that can be fixed to the steel column without causing the wooden base material of the inner wall to go out of the plane of the inner wall has been proposed in which the heat insulating material around the steel column is continuous so as not to lower the heat insulation efficiency. (Patent Document 1)

また、矩形に枠組みされた内壁の木製下地枠を鉄骨柱ではなく鉄骨梁などの横架材に固定可能な金具が発明されている。この金具は、木製下地枠の上端部に嵌め込む溝型に形成された金具本体と、横架材のフランジ部に噛合固定する噛合部を有する固定部材と、金具本体及び固定部材を連結する調整ボルトと、を有しており、木製下地枠を鉄骨柱へ固定することなく内壁を形成することができる。また、調整ボルトを室内側から回転操作することにより木製下地枠の内壁の面外方向への出入を調整することができる。(特許文献2)   In addition, a metal fitting has been invented that can fix a wooden base frame of an inner wall that is framed in a rectangular shape to a horizontal member such as a steel beam instead of a steel column. This metal fitting is a metal fitting body formed in a groove shape that fits into the upper end of the wooden base frame, a fixing member that has a meshing portion that meshes and fixes to the flange portion of the horizontal member, and an adjustment that connects the metal fitting body and the fixing member. And the inner wall can be formed without fixing the wooden base frame to the steel column. In addition, the rotation of the adjustment bolt from the indoor side can adjust the entrance / exit of the inner wall of the wooden base frame in the out-of-plane direction. (Patent Document 2)

特開平8−13651JP-A-8-13651 特開平11−93302JP-A-11-93302

しかしながら、特許文献1に記載の金具は、鉄骨柱のフランジに挟着して木製下地材側に突き出した当接部を木製下地材にビス固定しているだけであり、木製下地材の建ちや通りを修正する調整機能が備わっていないため、各所で施工誤差が生じても誤差を吸収することができず、内壁の施工精度が低下する可能性がある。   However, the metal fitting described in Patent Document 1 is simply screw-fixed to the wooden base material with a contact portion sandwiched between the flanges of the steel column and protruding toward the wooden base material side. Since there is no adjustment function to correct the street, even if a construction error occurs in various places, the error cannot be absorbed and the construction accuracy of the inner wall may be lowered.

一方、特許文献2に記載の金具は、木製下地枠の内壁の面外方向への出入を調整できるものの、横架材のみに設置しているため木製下地枠の中間部で反りが発生した場合、木製下地枠の建ちや通りを修正することができない。そして、鉄骨柱の周りに木製下地枠を設置する場合、鉄骨柱とその上部に配置される鉄骨梁との接合部には金具を取り付けるための十分なスペースを確保することが難しいため、この金具は鉄骨柱の立設されていない部位にのみしか使用することができない。   On the other hand, the metal fitting described in Patent Document 2 can adjust the out-of-plane direction of the inner wall of the wooden base frame, but because it is installed only on the horizontal member, warping occurs in the middle part of the wooden base frame Cannot modify the structure and street of the wooden underframe. And when installing a wooden foundation frame around a steel column, it is difficult to secure a sufficient space for mounting the metal fitting at the joint between the steel column and the steel beam arranged above it. Can only be used in areas where steel columns are not erected.

そこで、本発明は、上述した課題を鑑みてなされたものであり、内壁の壁下地材を互いに直交するウェブ及びフランジを有する形鋼で形成された柱材に強固に固定するとともに柱材周りの断熱材を連続させ、また、壁下地材の建ちや通りを容易に調整可能な壁下地材の固定構造及びその施工方法を提供することを目的とする。   Then, this invention is made | formed in view of the subject mentioned above, and while fixing the wall base material of an inner wall firmly to the pillar material formed with the shape steel which has the web and flange which mutually orthogonally cross, around a pillar material An object of the present invention is to provide a wall base material fixing structure and a construction method thereof in which the heat insulating material is made continuous and the construction and street of the wall base material can be easily adjusted.

本発明の第1の壁下地材の固定構造は、互いに直交するウェブ及びフランジを有する形鋼で形成された柱材の前記フランジと、内壁の壁面を形成する内壁ボード材の裏側面で垂直方向に固定している長尺な壁下地材と、を固定金具で固定する壁下地材の固定構造であって、前記固定金具は、矩形平板状の第1板片、当該第1板片の両端から略直角に同方向へ延出されて形成され、前記第1板片の前記両端に直交する側の一端部を切り欠いて形成することによって露出した部分に前記フランジに嵌着する切込み溝を設けた一対の第2板片、及び一対の当該第2板片の先端側同士を近接する方向へ折曲し、先端が離間するように形成された一対の第3板片と、を備えた嵌着部と、前記切込み溝と直交する方向に前記壁下地材を嵌め込んで支持する嵌め込み部を有する支持部と、前記嵌着部及び前記支持部を連結するとともに前記支持部に嵌め込んだ前記壁下地材の前記内壁の面外方向への出入を調整する調整ボルトと、を有し、前記切込み溝は、前記第2板片の前記第3板片と反対側の一端から前記第3板片方向へ切込んで形成され、該切込み溝の互いに対向する一対の端面を切込みの基端から先端に向かって互いに近接する方向へ同一の角度で均一に傾斜させていることを特徴としている。 The fixing structure of the first wall base material according to the present invention is a vertical direction between the flange of the column member formed of the shape steel having the web and the flange orthogonal to each other and the back side surface of the inner wall board material forming the wall surface of the inner wall. A wall base material fixing structure in which a long wall base material fixed to a wall is fixed by a fixing bracket, wherein the fixing bracket includes a rectangular plate-shaped first plate piece and both ends of the first plate piece. A cut groove that is formed to extend in the same direction at a substantially right angle from the first plate piece and is fitted into the flange in the exposed portion by forming a notch at one end portion on the side orthogonal to the both ends. A pair of second plate pieces provided, and a pair of third plate pieces formed so as to bend the tip sides of the pair of second plate pieces in a close proximity direction and to separate the tips. The wall base material is fitted and supported in a direction orthogonal to the fitting portion and the cut groove. A supporting portion having a fit addition unit, and an adjusting bolt for adjusting and out of the out-of-plane direction of the inner wall of the wall base member is fitted to the support portion with connecting the fitting portion and the supporting portion The cut groove is formed by cutting in the third plate piece direction from one end of the second plate piece on the side opposite to the third plate piece, and cuts a pair of opposite end surfaces of the cut groove. It is characterized in that it is uniformly inclined at the same angle in directions close to each other from the base end to the tip end.

本発明の第2の壁下地材の固定構造は、前記切込み溝が、前記切込みの先端部分の幅を前記フランジの板厚よりも狭く形成し、前記切込みの基端部分の幅を前記フランジの板厚と略同一とすることことを特徴としている。   In the second wall base material fixing structure according to the present invention, the cut groove is formed so that a width of a front end portion of the cut is narrower than a plate thickness of the flange, and a width of a base end portion of the cut is set to the flange. It is characterized by being substantially the same as the plate thickness.

本発明の第3の壁下地材の固定構造は、前記固定金具が、前記柱材の前記フランジの長手方向へ互いに間隔を空けて複数設置されることを特徴といている。   The third wall base material fixing structure according to the present invention is characterized in that a plurality of the fixing brackets are installed at intervals in the longitudinal direction of the flange of the column member.

本発明の第4の壁下地材の固定構造は、前記調整ボルトが、ボルトの先端を前記第3板片側へ向けて前記第1板片及び前記支持部を連結しており、先端側の小口面に切込まれた十字形の十字穴が前記一対の第3板片の離間に位置するように配置されることを特徴としている。 In the fourth wall base material fixing structure according to the present invention, the adjustment bolt connects the first plate piece and the support portion with the front end of the bolt directed toward the third plate piece side. The cross-shaped cross hole cut into the surface is disposed so as to be positioned apart from the pair of third plate pieces .

本発明の第5の壁下地材の固定構造は、前記調整ボルトは、前記支持部の該調整ボルトからの脱落を防止する抜止め部を先端部に形成されることを特徴としている。   In the fifth wall base material fixing structure according to the present invention, the adjustment bolt is formed with a retaining portion at a tip portion for preventing the support portion from falling off the adjustment bolt.

本発明の壁下地材の固定施工方法は、第1から第5のいずれかに記載の固定金具を用いて、内壁の壁下地材をH形鋼で形成された柱材に固定する壁下地材の固定施工方法であって、垂直方向へ長尺な前記壁下地材を前記ウェブと間隔を空けて配設し、前記嵌着部の前記切込み溝を前記フランジに嵌着して、前記壁下地材を前記支持部に嵌め込んで固定し、前記調整ボルトを回転操作して前記支持部及び該支持部に嵌め込まれた前記壁下地材の前記内壁の面外方向への出入を調整した後に、前記壁下地材の下端部を床下地材に固定することを特徴としている。   A method for fixing a wall base material according to the present invention includes a wall base material for fixing a wall base material of an inner wall to a column member made of H-shaped steel using the fixing bracket according to any one of the first to fifth aspects. The wall base material, which is long in the vertical direction, is disposed at a distance from the web, the cut groove of the fitting portion is fitted to the flange, and the wall base material is fixed. After the material is fitted and fixed to the support part, the adjustment bolt is rotated to adjust the entrance and exit of the wall base material fitted to the support part and the support part in the out-of-plane direction of the inner wall, The lower end portion of the wall base material is fixed to the floor base material.

本発明の第1の壁下地材の固定構造によると、固定金具は、フランジに嵌着する嵌着部と、切込み溝と直交する方向に壁下地材を嵌め込んで支持する支持部と、嵌着部及び支持部を連結するとともに支持部に嵌め込んだ壁下地材の内壁の面外方向への出入を調整する調整ボルトを備えている。したがって、壁下地材を柱材に干渉しないように内壁の面内方向へ持ち出すことなく設置することができ、また、内壁の建ちや通りを修正して内壁の施工精度を向上させることができる。さらに、固定金具の嵌着部に設けられた切込み溝が、切込みの互いに対向する一対の端面を切込みの基端から先端に向かって互いに近接する方向へ同一の角度で傾斜させているので、嵌着部をハンマで柱材のフランジに打ち込むと、どちらか一方の端面のみが大きく変形して固定金具が斜めに傾くことがなく、一対の端面が均一に変形して固定金具を安定した状態で柱材に強固に固定することができる。   According to the first wall base material fixing structure of the present invention, the fixing bracket includes a fitting portion that fits into the flange, a support portion that fits and supports the wall base material in a direction orthogonal to the cut groove, and a fitting. An adjustment bolt is provided for connecting the landing portion and the support portion and adjusting the out-of-plane direction of the inner wall of the wall base material fitted in the support portion. Therefore, it is possible to install the wall base material without taking it out in the in-plane direction of the inner wall so as not to interfere with the pillar material, and it is possible to improve the construction accuracy of the inner wall by correcting the structure and street of the inner wall. Further, the notch grooves provided in the fitting portion of the fixing bracket incline the pair of opposite end faces of the notch at the same angle from the base end of the notch toward the tip toward each other at the same angle. When the landing part is driven into the flange of the pillar with a hammer, only one of the end faces is greatly deformed so that the fixing bracket does not tilt obliquely. It can be firmly fixed to the pillar material.

本発明の第2の壁下地材の固定構造によると、切込み溝は、切込みの先端部分の距離をフランジの板厚よりも狭く形成し、切込みの基端部分の幅をフランジの板厚と略同一としているので、嵌着部をハンマで柱材のフランジに打ち込むと、切込み溝の先端側がより強固にフランジを挟着することができ、固定金具の柱材からの脱落を防止できる。   According to the second wall base material fixing structure of the present invention, the cut groove is formed such that the distance of the front end portion of the cut is narrower than the plate thickness of the flange, and the width of the base end portion of the cut is substantially equal to the plate thickness of the flange. Since they are the same, when the fitting portion is driven into the flange of the pillar material with a hammer, the leading end side of the cut groove can more firmly sandwich the flange, and the fixing bracket can be prevented from falling off the pillar material.

本発明の第3の壁下地材の固定構造によると、固定金具は、柱材のフランジの長手方向へ互いに間隔を空けて複数設置されるので、調整ボルトを操作することにより、各々の固定金具の設置高さで支持部に嵌め込まれた壁下地材の内壁の面外方向への出入を調整することができる。したがって、各所で生じた施工誤差を吸収することができ、建ちや通りの調整された内壁を形成することができる。   According to the third wall base material fixing structure of the present invention, a plurality of fixing brackets are installed at intervals in the longitudinal direction of the flange of the column member, so that each fixing bracket can be operated by operating the adjusting bolt. It is possible to adjust the in-out direction of the inner wall of the wall base material fitted in the support portion at the installation height of the inner wall. Therefore, it is possible to absorb construction errors that have occurred in various places, and it is possible to form an adjusted inner wall of a building or street.

本発明の第4の壁下地材の固定構造によると、調整ボルトは、先端側の小口面に十字形に切込んだ十字穴を設けているので、電動ドライバー等の工具を十字切込みに差し込んで調整ボルトを回転させることにより、容易に壁下地材の内壁の面外方向への出入を調整することができる。   According to the fourth wall base material fixing structure of the present invention, since the adjustment bolt has a cross hole cut in a cross shape on the small facet on the tip side, a tool such as an electric screwdriver is inserted into the cross cut. By rotating the adjustment bolt, it is possible to easily adjust the entrance / exit of the inner wall of the wall base material in the out-of-plane direction.

本発明の第5の壁下地材の固定構造によると、調整ボルトは、支持部の調整ボルトからの脱落を防止する抜止め部を先端部に形成されるので、調整ボルトを回転させて支持部に嵌め込まれた壁下地材の出入を調整しても、支持部及び壁下地材が調整ボルトから脱落して不用意に嵌着部との連結が解除されることはない。   According to the fifth wall base material fixing structure of the present invention, the adjustment bolt is formed with a retaining portion for preventing the support portion from falling off from the adjustment bolt, so that the adjustment bolt is rotated to rotate the support portion. Even if the entrance / exit of the wall base material fitted in is adjusted, the support part and the wall base material are not detached from the adjustment bolt, and the connection with the fitting part is not inadvertently released.

本発明の壁下地材の固定施工方法によると、固定金具の嵌着部をフランジに設置して壁下地材を支持部に嵌め込み、壁下地材の内壁の面外方向への出入を調整してから壁下地材の下端部を床下地材に固定するので、壁下地材の建ちや通りの調整された施工精度の高い内壁を形成することができる。   According to the fixing method of the wall base material of the present invention, the fitting part of the fixing bracket is installed on the flange, the wall base material is fitted into the support part, and the wall base material is adjusted in the out-of-plane direction of the inner wall. Since the lower end portion of the wall base material is fixed to the floor base material, it is possible to form an inner wall with high construction accuracy adjusted for the construction and street of the wall base material.

壁下地材の固定構造を示す水平断面図。The horizontal sectional view which shows the fixation structure of a wall base material. 壁下地材の固定構造を示す斜視図。The perspective view which shows the fixing structure of a wall base material. 固定金具を示す斜視図。The perspective view which shows a fixing metal fitting. 固定金具を示す側面図。The side view which shows a fixture. 固定金具を示す背面図。The rear view which shows a fixture. 固定金具を示す平面図。The top view which shows a fixture. 抜止め部を形成した調整ボルトを有した固定金具を示す平面図。The top view which shows the fixing metal fitting which has the adjustment bolt which formed the securing part. 図6のA−A断面図。AA sectional drawing of FIG. 切込み溝の一対の端面を示す斜視図。The perspective view which shows a pair of end surface of a notch groove. 調整ボルトを回転操作した場合の支持部の動きを示す側面図。The side view which shows the motion of a support part at the time of rotating an adjustment bolt. (a) 固定金具を柱材に設置する様子を示す斜視図。(A) The perspective view which shows a mode that a fixing metal fitting is installed in a pillar material. (b) 壁下地材を固定金具に設置する様子を示す斜視図。(B) The perspective view which shows a mode that a wall base material is installed in a fixing metal fitting. 壁下地材の下端部を床下地材に固定する様子を示す断面図。Sectional drawing which shows a mode that the lower end part of a wall base material is fixed to a floor base material. 柱材を避けてスタッド材を設置した場合を示す平面図。The top view which shows the case where a stud material is installed avoiding a pillar material.

以下、壁下地材の固定構造の最良の実施形態について各図を参照しつつ説明する。本願の壁下地材の固定構造は、主にH形鋼で形成された柱材のフランジ間に内壁の壁下地材を固定する際に用いられる構造である。なお、本願の壁下地材の固定構造は、柱材が互いに直交するウェブ及びフランジを有する形鋼であれば適用することができるが、ここでは柱材がH形鋼である場合について説明する。   The best embodiment of the wall base material fixing structure will be described below with reference to the drawings. The fixing structure of the wall base material of the present application is a structure used when fixing the wall base material of the inner wall between the flanges of the column material mainly formed of H-shaped steel. In addition, although the fixing structure of the wall base material of this application can be applied if the column material is a shape steel having a web and a flange that are orthogonal to each other, a case where the column material is an H-shaped steel will be described here.

壁下地材の固定構造1は、図1に示すように、H形鋼で形成された柱材2のフランジ21と、内壁3の壁面を形成する内壁ボード材31の裏側面に垂直方向に固定している長尺な壁下地材4と、を固定金具5で固定する構造である。   As shown in FIG. 1, the wall base material fixing structure 1 is vertically fixed to the flange 21 of the column material 2 made of H-shaped steel and the back side surface of the inner wall board material 31 that forms the wall surface of the inner wall 3. This is a structure in which the long wall base material 4 is fixed with a fixing bracket 5.

H形鋼で形成される柱材2は、図1及び図2に示すように、互いに直交するフランジ21及びウェブ22を有し、下端にベースプレート23を溶接して基礎Fの上面に立設している。なお、図示例では柱材2を1階に設置する柱材として基礎Fに立設しているが、柱材2は2階以上の階に設置される柱材でもよく、その場合は柱材2の下端にベースプレート23は溶接されない。また、柱材2の上端には梁材6が柱材2に直交した状態で載置されており、柱材2及び梁材6は、ガセットプレート61によって接合されている。そして柱材2の周囲には、グラスウールを防水防湿シートで包んで形成された弾性変形可能な断熱ボード7が設置されている。内壁3は建物の室内に面して形成される壁で、図1に示すように、木製の角材で形成された壁下地材4と、壁下地材4に固定される板状の内壁ボード材31によって構成される。壁下地材4の大きさは特に限定されないが、図2に示すように、その長さは柱材2の全長と略同一に形成される。   As shown in FIGS. 1 and 2, the column 2 formed of H-shaped steel has a flange 21 and a web 22 that are orthogonal to each other, and a base plate 23 is welded to the lower end to stand on the upper surface of the foundation F. ing. In the illustrated example, the column material 2 is erected on the foundation F as a column material to be installed on the first floor. However, the column material 2 may be a column material installed on the second floor or more, in which case the column material is used. The base plate 23 is not welded to the lower end of 2. Further, the beam member 6 is placed on the upper end of the column member 2 in a state orthogonal to the column member 2, and the column member 2 and the beam member 6 are joined by a gusset plate 61. An elastically deformable heat insulating board 7 formed by wrapping glass wool with a waterproof and moisture proof sheet is installed around the pillar 2. The inner wall 3 is a wall formed facing the interior of a building. As shown in FIG. 1, a wall base material 4 made of wooden square material and a plate-like inner wall board material fixed to the wall base material 4. 31. Although the magnitude | size of the wall base material 4 is not specifically limited, As shown in FIG. 2, the length is formed substantially the same as the full length of the pillar material 2. As shown in FIG.

図1及び図3に示すように、固定金具5は、2枚の平行な平板を切込んで設けた2つの切込み溝511をフランジ21に嵌着する嵌着部51と、前記切込み溝511と直交する方向に壁下地材4を嵌め込んで支持する嵌め込み部521を有する支持部52と、嵌着部51及び支持部52を切込み溝511と嵌め込み部521との開口方向とが互いに直交する方向となるように連結するとともに支持部52の内壁3の面外方向への出入を調整する調整ボルト53と、を有している。   As shown in FIGS. 1 and 3, the fixing bracket 5 includes a fitting portion 51 for fitting two cut grooves 511 provided by cutting two parallel flat plates into the flange 21, and the cut grooves 511. A support portion 52 having a fitting portion 521 for fitting and supporting the wall base material 4 in a direction orthogonal to each other, and a direction in which the opening direction of the fitting groove 51 and the fitting portion 521 is perpendicular to each other. And an adjustment bolt 53 that adjusts the movement of the inner wall 3 of the support portion 52 in the out-of-plane direction.

嵌着部51は、図3から図6に示すように、1枚の鋼板を略C形状に折り曲げて形成した若干のバネ性を有する部材で、板厚方向へ貫通する第1貫通孔510を設けた第1板片51aと、第1板片51aの両端を略直角に折り曲げて形成し、相対向する一対の平行な第2板片51bと、一対の第2板片51bの先端を互いに近接する方向へ折り曲げて形成される一対の第3板片51cと、によって構成される。   As shown in FIGS. 3 to 6, the fitting portion 51 is a member having a slight spring property formed by bending a single steel plate into a substantially C shape, and has a first through hole 510 penetrating in the plate thickness direction. The provided first plate piece 51a and both ends of the first plate piece 51a are bent at substantially right angles, and a pair of parallel second plate pieces 51b and a pair of second plate pieces 51b that are opposed to each other are connected to each other. And a pair of third plate pieces 51c that are formed by bending in the approaching direction.

第2板片51bは、図3に示すように、一端が第1板片51aよりも突出して形成されており、この突出した部分に前記第3板片51cと反対の方向へ開く前記切込み溝511を設けている。この切込み溝511は、図9に示すように、切込みの互いに対向する端面512を切込みの基端から開放側の先端に向かって互いに近接する方向へ同一の角度αで傾斜させており、切込みの先端部分の幅W1を図10に示すフランジ21の板厚tよりも狭く形成し、また、基端部分の幅W2をフランジ21の板厚tと略同一に形成している。そして、図6に示すように、一対の前記第3板片51cは、その端を互いに離間しており、離間した部分の隙間から調整ボルト53を操作することができる。 As shown in FIG. 3, the second plate piece 51b is formed so that one end protrudes from the first plate piece 51a, and the cut groove opens in the opposite direction to the third plate piece 51c. 511 is provided. As shown in FIG. 9, the notch grooves 511 are formed by inclining end faces 512 facing each other at the same angle α from the base end of the notch toward the end on the open side in the direction of approaching each other. The width W1 of the distal end portion is formed narrower than the plate thickness t of the flange 21 shown in FIG. 10, and the width W2 of the proximal end portion is formed substantially the same as the plate thickness t of the flange 21. Then, as shown in FIG. 6, a pair of the third plate piece 51c are spaced apart the-edge with each other, it is possible to operate the adjusting bolt 53 from the gap between spaced portions.

図3及び図4に示すように、支持部52は、鋼板をL形状に折り曲げた第1支持部52aと、第1支持部52aよりも厚さの薄い金板をL形状に折り曲げた第2支持部52bと、を接合することによって構成される。第1支持部52aは、図3及び図10に示すように、鋼板の一端側の両端部を直角に折り曲げて形成した2つの第1当接片52cと、2つの第1当接片52cに挟まれた部分を鋼板の中央部に入り込んで第1当接片52cと反対方向へ略直角に折り曲げた立上げ片52dと、鋼板の折り曲げていない平板部分である第2当接片52eで構成される。   As shown in FIGS. 3 and 4, the support portion 52 includes a first support portion 52a obtained by bending a steel plate into an L shape, and a second plate obtained by bending a metal plate having a thickness smaller than the first support portion 52a into an L shape. It is comprised by joining the support part 52b. As shown in FIGS. 3 and 10, the first support portion 52a includes two first contact pieces 52c formed by bending both ends on one end side of the steel plate at a right angle, and two first contact pieces 52c. The sandwiched portion enters the central portion of the steel plate and is composed of a rising piece 52d that is bent at a substantially right angle in the opposite direction to the first contact piece 52c, and a second contact piece 52e that is a flat plate portion of the steel plate that is not bent. Is done.

第2支持部52bは、図3及び図10に示すように、壁下地材4を支持部52に嵌め込んだ際に壁下地材4のウェブ22と反対側の側面に当接し、壁下地材4を固定するためのビスを挿通する複数のビス孔522を設けた第3当接片52fと、第3当接片52fの一端を略直角に折曲し、第2当接片52eと重ね合わせて結合される結合片52gと、によって構成される。第2支持部52bは、図1に示すように、内壁ボード材31を壁下地材4に固定した際に第3当接片52fが内壁ボード材31に直接当接するため、内壁ボード材31の建ちが傾かないよう薄い金板で形成されており、その厚さは例えば0.4mm程度で形成することができる。このように構成される第1支持部52a及び第2支持部52bは、図4に表れているように、お互いの入隅を向かい合わせた状態で結合片52gを第2当接片52eの上に重ね合わせ、結合片52g及び第2当接片52eをバーリング加工してかしめる(52h)ことにより結合することができる。なお、第3当接片52fに形成されるビス孔522は、一方向に細長な長孔としてもよい。   As shown in FIGS. 3 and 10, the second support portion 52 b comes into contact with the side surface of the wall base material 4 opposite to the web 22 when the wall base material 4 is fitted into the support portion 52, and the wall base material A third contact piece 52f provided with a plurality of screw holes 522 through which screws for fixing 4 are inserted, and one end of the third contact piece 52f is bent at a substantially right angle and overlapped with the second contact piece 52e. And a coupling piece 52g coupled together. As shown in FIG. 1, the second support portion 52 b has a third contact piece 52 f that directly contacts the inner wall board material 31 when the inner wall board material 31 is fixed to the wall base material 4. It is formed of a thin metal plate so that the building does not tilt, and the thickness can be formed, for example, about 0.4 mm. As shown in FIG. 4, the first support portion 52a and the second support portion 52b configured as described above are configured so that the coupling piece 52g is placed on the second contact piece 52e in a state where the corners of the first support portion 52a and the second support portion 52b face each other. And the coupling piece 52g and the second contact piece 52e can be coupled by burring and crimping (52h). The screw hole 522 formed in the third contact piece 52f may be a long and narrow hole in one direction.

調整ボルト53は、図5から図8に示すように、外周面に雄ねじを形成するとともに、小口面に十字穴53aを形成した低頭ボルトで、嵌着部51及び支持部52を連結している。具体的には、図3に示すように、嵌着部51の第1板片51aを支持部52の第1当接部52cの方向へ向けた状態で、第2板片51bの第1板片51aから突出していない方の縁端を結合片52gに当接する。そして、図8に示すように、調整ボルト53を第1板片51aの第1貫通孔510、第1ナット54、立上げ片52dの略中央に形成され、バーリング加工されて内周面に雌ねじを設けた第2貫通孔520の順に挿通及び螺合し、ナット54を締付方向へ回転させて嵌着部51及び支持部52を連結固定する。また、調整ボルト53は、図7(a)及び(b)に示すように、抜止め部530を先端部に形成することにより、立上げ片52dの調整ボルト53からの脱落を防止することができる。抜止め部530は、例えば、図7(a)に示す調整ボルト53の径方向に凹凸加工を施したものや、図7(b)に示す雄ねじにキャップを外嵌したものとすることができる。   As shown in FIGS. 5 to 8, the adjustment bolt 53 is a low head bolt in which a male screw is formed on the outer peripheral surface and a cross hole 53 a is formed on the small end surface, and connects the fitting portion 51 and the support portion 52. . Specifically, as shown in FIG. 3, the first plate of the second plate piece 51b with the first plate piece 51a of the fitting portion 51 directed toward the first contact portion 52c of the support portion 52. The edge that does not protrude from the piece 51a is brought into contact with the coupling piece 52g. Then, as shown in FIG. 8, the adjusting bolt 53 is formed in the approximate center of the first through hole 510, the first nut 54, and the rising piece 52d of the first plate piece 51a, and burring is performed on the inner peripheral surface. Are inserted and screwed in the order of the second through holes 520 provided, and the nut 54 is rotated in the tightening direction to connect and fix the fitting portion 51 and the support portion 52. Further, as shown in FIGS. 7A and 7B, the adjustment bolt 53 can prevent the rising piece 52d from falling off from the adjustment bolt 53 by forming a retaining portion 530 at the tip. it can. The retaining portion 530 may be, for example, a member that has been subjected to uneven processing in the radial direction of the adjusting bolt 53 shown in FIG. 7A, or a cap that is externally fitted to the male screw shown in FIG. 7B. .

このように構成される固定金具5は、図10に示すように、ナット54を弛緩方向へ回転し、十字穴53aに電動ドライバー等の工具8を差し込んで調整ボルト53を回転すると、調整ボルト53に螺合した立上げ片52dをボルト軸に沿ってスライドさせることができる。このとき、調整ボルト53に抜止め部530を形成すると立上げ片52dが調整ボルト53の先端から脱落することを防止できる。   As shown in FIG. 10, the fixing bracket 5 configured in this way rotates the nut 54 in the loosening direction, inserts the tool 8 such as an electric screwdriver into the cross hole 53 a, and rotates the adjustment bolt 53. The rising piece 52d screwed to can be slid along the bolt shaft. At this time, if the retaining portion 530 is formed on the adjustment bolt 53, the rising piece 52 d can be prevented from falling off from the tip of the adjustment bolt 53.

続いて、壁下地材の固定構造1の施工方法について説明する。まず、図11(a)に示すように、周りに断熱ボード7を固定した柱材2に固定金具5を設置する。この設置は、嵌着部51の切込み溝511の先端部分をフランジ21の小口面に当接し、フランジ21の小口面が切込み溝511の基端に当接するまでハンマ(図示しない)で嵌着部51の第3板片51cを打ち込んで固定金具5を柱材2に嵌着固定する。このとき先述したように、切込み溝511は、切込みの互いに対向する一対の端面512を切込みの基端から先端に向かって互いに近接する方向へ同一の角度αで傾斜させているので、ハンマで嵌着部51を打ち込むと、切込み溝511の互いに対向する端面512が均一に変形しながらフランジ21に嵌め込まれていく。したがって、一対の端面512のうちどちらか一方の端面512のみが大きく変形することがなく、固定金具5は、斜めに傾かずに安定した状態でフランジ21に固定することができる。また、切込みの先端部分の幅W1をフランジ21の板厚tよりも狭く形成し、切込みの基端部分の幅W2をフランジ21の板厚tと略同一に形成しているので、切込み溝511の先端部分がフランジ21を強固に挟着することができ、固定金具5の柱材2からの脱落を防止することができる。なお、固定金具5は、柱材2の長手方向へ一定の間隔を空けて柱材2に複数設置される。図示例では、固定金具5を柱材2の上端部及び中間部のみに設置してるが、下端部やその他の高さ位置に設置してもよい。   Then, the construction method of the fixing structure 1 of a wall base material is demonstrated. First, as shown in FIG. 11A, the fixing bracket 5 is installed on the column member 2 around which the heat insulating board 7 is fixed. In this installation, the tip portion of the cut groove 511 of the fitting portion 51 is brought into contact with the small edge surface of the flange 21, and the fitting portion is attached with a hammer (not shown) until the small edge surface of the flange 21 is brought into contact with the proximal end of the cut groove 511. The third plate piece 51 c of 51 is driven in, and the fixing bracket 5 is fitted and fixed to the column member 2. At this time, as described above, the notch groove 511 has a pair of notch end faces 512 inclined at the same angle α from the base end of the notch toward the tip toward the tip, so that the notch groove 511 is fitted with a hammer. When the landing portion 51 is driven, the opposing end surfaces 512 of the cut groove 511 are fitted into the flange 21 while being uniformly deformed. Therefore, only one end surface 512 of the pair of end surfaces 512 is not greatly deformed, and the fixing bracket 5 can be fixed to the flange 21 in a stable state without being inclined obliquely. In addition, the width W1 of the front end portion of the cut is formed narrower than the plate thickness t of the flange 21, and the width W2 of the base end portion of the cut is formed substantially the same as the plate thickness t of the flange 21, so that the cut groove 511 is formed. The front end portion of the metal plate can firmly clamp the flange 21 and can prevent the fixing bracket 5 from falling off the column material 2. Note that a plurality of the fixtures 5 are installed on the pillar 2 with a certain interval in the longitudinal direction of the pillar 2. In the example of illustration, although the fixing metal fitting 5 is installed only in the upper end part and intermediate part of the pillar material 2, you may install in a lower end part and other height positions.

続いて、図10及び図11(b)に示すように、断熱ボード7を押圧しながら壁下地材4の見込面41を支持部52の第2当接片52eに当接するまで、壁下地材4を嵌め込み部521に嵌め込む。そして、室内側から第3当接片52fのビス孔522にビス(図示しない)を挿入して壁下地材4を支持部52にビス固定する。このとき、ビス孔522を細長な長孔としておけば、壁下地材4の内壁3の面内方向の位置を微調整することができる。   Subsequently, as shown in FIGS. 10 and 11B, the wall base material is pressed until the expected surface 41 of the wall base material 4 comes into contact with the second contact piece 52 e of the support portion 52 while pressing the heat insulating board 7. 4 is fitted into the fitting portion 521. Then, a screw (not shown) is inserted into the screw hole 522 of the third contact piece 52f from the indoor side to fix the wall base material 4 to the support portion 52 with screws. At this time, if the screw hole 522 is a long and narrow hole, the position in the in-plane direction of the inner wall 3 of the wall base material 4 can be finely adjusted.

このように固定金具5に固定された壁下地材4は、図10に示すように、調整ボルト53を回転操作することによって内壁3の面外方向への出入を調整する。すなわち、ナット54を弛緩方向へ回転し、工具8を十字穴53aに差し込んで調整ボルト53を回転操作して、調整ボルト53に螺合した立上げ片52d、及び支持部52に嵌め込まれた壁下地材4を内壁3の面外方向へ延びるボルト軸に沿って所望する位置にスライドさせる。このとき、調整ボルト53に抜止め部530を形成した場合は、立上げ片52dが調整ボルト53の先端から脱落することを防止できる。   As shown in FIG. 10, the wall base material 4 fixed to the fixing metal 5 in this way adjusts the entrance / exit of the inner wall 3 in the out-of-plane direction by rotating the adjustment bolt 53. That is, the nut 54 is rotated in the loosening direction, the tool 8 is inserted into the cross hole 53 a and the adjustment bolt 53 is rotated, and the rising piece 52 d screwed into the adjustment bolt 53 and the wall fitted in the support portion 52. The base material 4 is slid to a desired position along a bolt axis extending in the out-of-plane direction of the inner wall 3. At this time, when the retaining portion 530 is formed on the adjustment bolt 53, the rising piece 52 d can be prevented from falling off from the tip of the adjustment bolt 53.

柱材2の長手方向に複数設置された固定金具5をそれぞれ操作して壁下地材4の内壁3の面外方向への出入を調整した後、図12に示すように、基礎Fの上部に床下地材F2を載置し、壁下地材4の下端部の室内側の側面及び床下地材F2の上面にLアングル材9を当接してビス固定し、壁下地材4の設置を完了する。そして最後に、図1に示すように壁下地材4に内壁ボード材31をビス固定し、内壁3を完成する。   After adjusting the entrance / exit of the inner wall 3 of the wall base material 4 in the out-of-plane direction by operating each of the plurality of fixing brackets 5 installed in the longitudinal direction of the column member 2, as shown in FIG. The floor base material F2 is placed, and the L-angle material 9 is brought into contact with the side surface on the indoor side of the lower end portion of the wall base material 4 and the upper surface of the floor base material F2 to fix the screws, thereby completing the installation of the wall base material 4. . And finally, as shown in FIG. 1, the inner wall board material 31 is screw-fixed to the wall base material 4, and the inner wall 3 is completed.

このように形成される壁下地材の固定構造1は、柱材2を避けずに壁下地材4を設置することが可能であるとともに、柱材2に設置される断熱材7を途切れることなく連続して設置することができる。また、固定金具5は柱材2の長手方向へ一定の間隔を空けて複数設置されるので、壁下地材4の中間部で反りが生じても調整ボルト53を回転操作することにより壁下地材4の内壁3の面外方向への出入を調整することができ、各所で生じた施工誤差を吸収しながら建ちや通りの調整された内壁3を容易に形成することができる。さらに、固定金具5の切込み溝511が、切込みの互いに対向する端面512を切込みの基端から先端に向かって互いに近接する方向へ同一の角度αで傾斜させているので、嵌着部51をハンマで柱材2のフランジ21に打ち込むと、どちらか一方の端面512のみが大きく変形することがなく、一対の端面512が均一に変形して固定金具5を安定した状態で柱材2に固定することができる。そして、嵌着部51は、若干のバネ性を有する部材で形成されるので、弾性的にフランジ21を挟むことができ、異なる厚さのフランジ21にも嵌着することができる。   In the wall base material fixing structure 1 formed in this way, the wall base material 4 can be installed without avoiding the column material 2 and the heat insulating material 7 installed on the column material 2 is not interrupted. Can be installed continuously. In addition, since a plurality of the fixing brackets 5 are installed at a certain interval in the longitudinal direction of the column member 2, the wall base material can be rotated by rotating the adjustment bolt 53 even if warpage occurs in the middle portion of the wall base material 4. It is possible to adjust the entrance / exit of the inner wall 3 of 4 in the out-of-plane direction, and it is possible to easily form the adjusted inner wall 3 of the building or street while absorbing construction errors occurring in various places. Further, the notch grooves 511 of the fixing metal 5 incline the notch end surfaces 512 facing each other at the same angle α from the base end of the notch toward the tip toward the tip. Then, when one of the end faces 512 is not greatly deformed when it is driven into the flange 21 of the pillar material 2, the pair of end faces 512 are uniformly deformed to fix the fixing bracket 5 to the pillar material 2 in a stable state. be able to. And since the fitting part 51 is formed with the member which has some spring property, it can pinch | interpose the flange 21 elastically and can also be fitted also to the flange 21 of different thickness.

また、本発明の実施の形態は上述の形態に限ることなく、本発明の思想の範囲を逸脱しない範囲で適宜変更することができる。   Further, the embodiment of the present invention is not limited to the above-described embodiment, and can be changed as appropriate without departing from the scope of the idea of the present invention.

この発明は、互いに直交するウェブ及びフランジを有するH形鋼で形成された柱材に内壁の壁下地材を固定する際に好適に使用することができる。   The present invention can be suitably used when fixing a wall base material of an inner wall to a pillar material formed of an H-shaped steel having a web and a flange orthogonal to each other.

1 壁下地材の固定構造
2 柱材
21 フランジ
22 ウェブ
3 内壁
31 内壁ボード材
4 壁下地材
5 固定金具
51 嵌着部
511 切込み溝
512 端面
52 支持部
521 嵌め込み部
53 調整ボルト
530 抜止め部
α 角度
W1 切込みの先端部分の幅
W2 切込みの基端部分の幅
t フランジの板厚
F2 床下地材
DESCRIPTION OF SYMBOLS 1 Fixing structure of wall base material 2 Column material 21 Flange 22 Web 3 Inner wall 31 Inner wall board material 4 Wall base material 5 Fixing metal fitting 51 Insertion part 511 Cut groove 512 End surface 52 Support part 521 Insertion part 53 Adjustment bolt 530 Detachment part α Angle W1 Width of the front end of the cut W2 Width of the base end of the cut t Flange thickness F2 Floor base material

Claims (6)

互いに直交するフランジ及びウェブを有する形鋼で形成された柱材の前記フランジと、内壁の壁面を形成する内壁ボード材の裏側面に垂直方向に固定している長尺な壁下地材と、を固定金具で固定する壁下地材の固定構造であって、
前記固定金具は、矩形平板状の第1板片、当該第1板片の両端から略直角に同方向へ延出されて形成され、前記第1板片の前記両端に直交する側の一端部を切り欠いて形成することによって露出した部分に前記フランジに嵌着する切込み溝を設けた一対の第2板片、及び一対の当該第2板片の先端側同士を近接する方向へ折曲し、先端が離間するように形成された一対の第3板片と、を備えた嵌着部と、前記切込み溝と直交する方向に前記壁下地材を嵌め込んで支持する嵌め込み部を有する支持部と、前記嵌着部及び前記支持部を連結するとともに前記支持部に嵌め込んだ前記壁下地材の前記内壁の面外方向への出入を調整する調整ボルトと、を有し、
前記切込み溝は、前記第2板片の前記第3板片と反対側の一端から前記第3板片方向へ切込んで形成され、該切込み溝の互いに対向する一対の端面を切込みの基端から先端に向かって互いに近接する方向へ同一の角度で均一に傾斜させていることを特徴とする壁下地材の固定構造。
The flange of the column member formed of a shape steel having a flange and a web orthogonal to each other, and a long wall base material fixed in a vertical direction to the back side surface of the inner wall board material forming the wall surface of the inner wall, It is a wall base material fixing structure that is fixed with a fixing bracket,
The fixing bracket is a rectangular flat plate-like first plate piece, formed to extend in the same direction at substantially right angles from both ends of the first plate piece, and one end portion of the first plate piece on the side orthogonal to the both ends. A pair of second plate pieces provided with a cut groove that fits into the flange in an exposed portion formed by notching and bending the tip side of the pair of second plate pieces in a direction approaching each other. And a support portion having a fitting portion provided with a pair of third plate pieces formed so as to be separated from each other, and a fitting portion for fitting and supporting the wall base material in a direction orthogonal to the cut groove. If, anda adjusting bolt for adjusting and out of the out-of-plane direction of the inner wall of the wall base member is fitted to the support portion with connecting the fitting portion and the supporting portion,
The cut groove is formed by cutting in the direction of the third plate piece from one end of the second plate piece on the side opposite to the third plate piece, and a pair of end faces facing each other of the cut groove are base ends of the cut A structure for fixing a wall base material, wherein the wall base material is uniformly inclined at the same angle in directions close to each other from the tip to the tip.
前記切込み溝は、前記切込みの先端部分の幅を前記フランジの板厚よりも狭く形成し、前記切込みの基端部分の幅を前記フランジの板厚と略同一とすることを特徴とする請求項1に記載の壁下地材の固定構造。   The notch groove has a width of a front end portion of the notch narrower than a plate thickness of the flange, and a width of a base end portion of the notch is substantially the same as a plate thickness of the flange. 2. The fixing structure of the wall base material according to 1. 前記固定金具は、前記柱材の前記フランジの長手方向へ互いに間隔を空けて複数設置されることを特徴とする請求項1又は請求項2に記載の壁下地材の固定構造。   3. The wall base material fixing structure according to claim 1, wherein a plurality of the fixing brackets are installed at intervals in the longitudinal direction of the flange of the column member. 4. 前記調整ボルトは、ボルトの先端を前記第3板片側へ向けて前記第1板片及び前記支持部を連結しており、先端側の小口面に切込まれた十字形の十字穴が前記一対の第3板片の離間に位置するように配置されることを特徴とする請求項1から請求項3のいずれかに記載の壁下地材の固定構造。 The adjustment bolt connects the first plate piece and the support portion with the front end of the bolt facing the third plate piece side, and the cross-shaped cross holes cut into the small edge surface on the front end side are the pair. The wall base material fixing structure according to any one of claims 1 to 3, wherein the wall base material fixing structure is disposed so as to be spaced apart from the third plate piece . 前記調整ボルトは、前記支持部の該調整ボルトからの脱落を防止する抜止め部を先端部に形成されることを特徴とする請求項1から請求項4のいずれかに記載の壁下地材の固定構造。   5. The wall base material according to claim 1, wherein the adjustment bolt is formed with a retaining portion at a tip portion for preventing the support portion from falling off the adjustment bolt. 6. Fixed structure. 請求項1から請求項5のいずれかに記載の固定金具を用いて、内壁の壁下地材をH形鋼で形成された柱材に固定する壁下地材の固定施工方法であって、
垂直方向へ長尺な前記壁下地材を前記ウェブと間隔を空けて配設し、前記嵌着部の前記切込み溝を前記フランジに嵌着して、前記壁下地材を前記支持部に嵌め込んで固定し、
前記調整ボルトを回転操作して前記支持部及び該支持部に嵌め込まれた前記壁下地材の前記内壁の面外方向への出入を調整した後に、
前記壁下地材の下端部を床下地材に固定することを特徴とする壁下地材の固定施工方法。
A fixing method of a wall base material for fixing a wall base material of an inner wall to a pillar material formed of H-shaped steel using the fixing bracket according to any one of claims 1 to 5,
The wall base material elongated in the vertical direction is disposed at a distance from the web, the cut groove of the fitting portion is fitted into the flange, and the wall base material is fitted into the support portion. Fixed with
After adjusting the in / out direction of the inner wall of the wall base material fitted in the support portion and the support portion by rotating the adjustment bolt,
A method for fixing a wall base material, comprising fixing a lower end portion of the wall base material to a floor base material.
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JP7150326B2 (en) 2018-11-29 2022-10-11 積水ハウス株式会社 Base material fixing metal fittings and fixing construction method of inner wall base material

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