JP2013002220A - Method for replacing wall surface material, and wall body - Google Patents

Method for replacing wall surface material, and wall body Download PDF

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JP2013002220A
JP2013002220A JP2011136734A JP2011136734A JP2013002220A JP 2013002220 A JP2013002220 A JP 2013002220A JP 2011136734 A JP2011136734 A JP 2011136734A JP 2011136734 A JP2011136734 A JP 2011136734A JP 2013002220 A JP2013002220 A JP 2013002220A
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wall
wall surface
surface material
stud
horizontal member
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JP5697822B2 (en
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Akihiro Hara
明宏 原
Kazuyuki Kosaka
一行 高阪
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Toyota Housing Corp
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Abstract

PROBLEM TO BE SOLVED: To simplify the replacement work of a wall surface material.SOLUTION: A wall body 10 is provided with a frame body comprising a pair of upper frame runner and lower frame runner and a plurality of studs 14 installed between both runners at a prescribed interval, and wall surface materials 15 and 16 are fixed on both sides with the frame body held therebetween. In the wall surface material 15, a plate 15a to be replaced is cut off in the range from one side to the other side of adjoining studs 14, after which in the site from which the plate 15a is cut off a substrate horizontal member 25 is attached as both ends are each fixed to the adjoining studs 14. After that, in the site from which the plate 15a is cut off a replacement plate 28 is fixed to the substrate horizontal member 25.

Description

本発明は、壁面材の張替方法、及びその張替方法により壁面材が張り替えられた壁体に関するものである。   The present invention relates to a wall surface material replacement method and a wall body in which the wall surface material is replaced by the replacement method.

例えば、枠組壁工法により構築される建物としてスチールハウスが知られており、そのスチールハウスにおいて、壁体は、上下一対のランナとそのランナ間に設けられる複数のスタッドとからなる枠体を有し、その枠体を挟んで両側に壁面材がビス固定される構成となっている(壁体については、例えば特許文献1参照)。この場合、スチールハウスでは壁体が耐力壁として使用され、例えば壁体の屋内側面に突き当てるようにして天井面材が固定されている。   For example, a steel house is known as a building constructed by a frame wall construction method. In the steel house, the wall body has a frame body composed of a pair of upper and lower runners and a plurality of studs provided between the runners. The wall material is screw-fixed on both sides of the frame (see, for example, Patent Document 1 for the wall). In this case, in the steel house, the wall body is used as a load-bearing wall, and the ceiling surface material is fixed so as to abut against the indoor side surface of the wall body, for example.

特開2002−285660号公報JP 2002-285660 A

ここで、スチールハウス等の建物の壁体においては、地震等の揺れにより壁面材が損傷したり、何かをぶつけることで壁面材が損傷したりすることが考えられる。この場合、壁面材の張替に際しては、一般に壁体の上端部から下端部にかけて壁面材が一体で張り替えられる。これは、壁体において上下の両ランナの間には下地材がなく、張替後の壁体の強度を考えると、壁面材の全面張替が望ましいと考えられるからである。この場合、壁面材の張替作業が大がかりになり、作業の繁雑化を招くことが懸念される。   Here, in a wall of a building such as a steel house, it is conceivable that the wall material is damaged by shaking such as an earthquake, or the wall material is damaged by hitting something. In this case, when the wall surface material is replaced, the wall surface material is generally replaced integrally from the upper end portion to the lower end portion of the wall body. This is because there is no base material between the upper and lower runners in the wall body, and considering the strength of the wall body after the replacement, it is considered that the entire wall surface replacement is desirable. In this case, there is a concern that the replacement work of the wall surface material becomes a large scale and the work becomes complicated.

また、壁体の屋内側面に天井面材が突き当てられて固定されている場合には、その天井面材を取り外す作業をした後に、壁面材の張替が行われることになり、その張替作業が極めて煩雑なものとなってしまう。   In addition, if the ceiling surface material is abutted against and fixed to the indoor side surface of the wall body, the wall surface material will be replaced after the ceiling surface material is removed. The work becomes extremely complicated.

なお、スチールハウスの耐力壁として使用される場合以外でも、上記のとおり上下一対のランナとそのランナ間に設けられる複数のスタッドとからなる枠体を有し、その枠体を挟んで両側に壁面材が固定される枠体については、壁面材の張替時において上記同様の不都合が生じると考えられる。   In addition to the case where it is used as a load-bearing wall of a steel house, it has a frame body composed of a pair of upper and lower runners and a plurality of studs provided between the runners as described above, and wall surfaces on both sides across the frame body Regarding the frame to which the material is fixed, it is considered that the same inconvenience as described above occurs when the wall surface material is replaced.

本発明は、上記事情に鑑みてなされたものであり、壁面材の張替作業の簡易化を図ることができる壁面材の張替方法及び壁体を提供することを主たる目的とするものである。   The present invention has been made in view of the above circumstances, and a main object of the present invention is to provide a wall surface material replacement method and a wall body capable of simplifying wall surface material replacement work. .

以下、上記課題を解決するのに有効な手段等につき、必要に応じて作用、効果等を示しつつ説明する。   Hereinafter, means and the like effective for solving the above-described problems will be described while showing functions and effects as necessary.

第1の発明の壁面材の張替方法は、
建物の壁体として、上下一対となる上枠ランナ及び下枠ランナと、それら両ランナの間に所定間隔で設けられる複数のスタッドとからなる枠体を有し、該枠体を挟んで両側に壁面材が固定されてなる構造を有し、その壁体について前記壁面材の一部を張り替える張替方法であって、
張替対象となる前記壁面材を、前記複数のスタッドのうち一のスタッドから他のスタッドに至るまでの範囲で切除する第1工程と、
その後、前記壁面材を切除した部位において、隣り合うスタッドに対して両端をそれぞれ固定した状態で下地横架材を取り付ける第2工程と、
その後、前記壁面材を切除した部位において、前記下地横架材に対して張替用壁面材を固定する第3工程と、
を有することを特徴とする。
The method of replacing the wall material of the first invention is as follows:
As a building wall, it has a frame body composed of a pair of upper and lower frame runners and a plurality of studs provided at predetermined intervals between the two runners, and on both sides of the frame body It has a structure in which a wall surface material is fixed, and is a re-stretching method for re-slacking a part of the wall surface material for the wall body,
A first step of cutting the wall material to be repositioned in a range from one stud to another stud among the plurality of studs;
Then, in the part where the wall surface material is excised, a second step of attaching the base horizontal member with both ends fixed to the adjacent studs, and
Thereafter, in the site where the wall material is excised, a third step of fixing the wall material for restretching to the base horizontal member;
It is characterized by having.

上記張替方法によれば、例えば壁面材の一部が損傷した場合に、その壁面材の全面を張り替えなくてもよく、一部修復で対処できる。かかる場合、下地横架材は、その両端がそれぞれスタッドに固定されており、壁面材を張り替えた部分において壁体としての強度が担保されるものとなっている。また、必要箇所のみでの張替が可能となるため、張替作業の簡易化も実現できる。   According to the above replacement method, for example, when a part of the wall surface material is damaged, the entire surface of the wall surface material does not need to be replaced, and can be dealt with by partial repair. In such a case, both ends of the base horizontal member are fixed to the studs, and the strength as the wall body is ensured in the portion where the wall surface material is replaced. In addition, since the replacement can be performed only at a necessary portion, the replacement work can be simplified.

第2の発明では、
前記第2工程は、
前記第1工程での前記壁面材の切除により露出された前記スタッドに対して、隣り合うスタッド同士の間から支持具を取り付ける工程と、
該取り付けた支持具に、前記スタッドと前記下地横架材との壁面材張替側の側面部が面一となるように前記下地横架材を取り付ける工程と、
を含むことを特徴とする。
In the second invention,
The second step includes
Attaching the support from between adjacent studs to the stud exposed by excision of the wall material in the first step; and
The step of attaching the base horizontal member to the attached support so that the side surface portion of the stud and the base horizontal member on the wall surface material replacement side is flush,
It is characterized by including.

上記張替方法によれば、先に支持具を取り付けた状態で、その支持具に対して下地横架材を取り付けるため、その取付作業を容易化できる。支持具は、隣り合うスタッド同士の間から取り付けられるものであり、壁面材が切除された状態では、その支持具の取付も容易に実施できる。また、支持具に対して下地横架材が取り付けられた状態では、スタッドと下地横架材との壁面材張替側の側面部が面一となるため、張り替えられない壁面材(非張替部分)と、新たに張り替えられた張替用壁面材とで段差が生じることがなく、仕上がりが良好なものとなる。   According to the above replacement method, since the base horizontal member is attached to the support in a state where the support is attached first, the attachment work can be facilitated. The support tool is attached from between adjacent studs, and in the state where the wall surface material is cut off, the support tool can be easily attached. In addition, in the state that the base horizontal member is attached to the support, the side wall of the stud and the base horizontal member on the side of the wall material replacement side is flush, so that the wall surface material that cannot be replaced (non-replaceable) (Part) and a newly re-walled wall material for re-hanging will not cause a step, and the finish will be good.

なお、スタッドに対して下地横架材を取り付ける構成としては、スタッドの壁面材張替側の側面部(溝形綱よりなるスタッドの場合、そのフランジ外側面)に、帯板材よりなる下地横架材を直接取り付ける構成が考えられる。ただしこの場合、帯板材の板厚や固定用ビスの存在等を考えると、非張替部分の壁面材と張替用壁面材とで段差が生じるおそれがある。これに対し、上記張替方法によれば、非張替部分の壁面材と張替用壁面材とで段差が生じず、仕上がりが良好なものとなる。   In addition, as a structure which attaches a base horizontal material to a stud, the base horizontal material which consists of a strip board material in the side surface part (in the case of a stud which consists of a grooved rope, the flange outer surface) of the stud wall surface material A configuration in which the material is directly attached is conceivable. However, in this case, considering the thickness of the belt plate material, the presence of fixing screws, etc., there is a risk that a step will be produced between the wall material of the non-replacement portion and the wall surface material for reconstitution. On the other hand, according to the re-stretching method, a step does not occur between the wall surface material of the non-re-stretched portion and the wall surface material for re-stretching, and the finish is good.

第3の発明では、
前記スタッド及び前記下地横架材は溝形鋼よりなり、
前記第2工程は、
前記支持具としてのアングル材を、その一辺部が前記スタッドのウエブ部分に当接し、他辺部が隣り合うスタッド同士の間の中央部側に延びる状態で、前記スタッドに固定する工程と、
前記アングル材の他辺部に、前記下地横架材を取り付ける工程と、
を含むことを特徴とする。
In the third invention,
The stud and the base horizontal member are made of channel steel,
The second step includes
Fixing the angle material as the support to the stud, with one side abutting against the web portion of the stud and the other side extending toward the center between adjacent studs;
Attaching the base horizontal member to the other side of the angle member;
It is characterized by including.

上記張替方法によれば、アングル材と溝形鋼との結合により、下地横架材を容易に取り付けることができ、ひいては壁面材の張替を簡易に実施できる。また、下地横架材として溝形鋼を用いることにより、張替用壁面材が下地横架材に対してビス等により固定される際に張替用壁面材が奥側に押圧されても、その張替用壁面材の撓みを抑制できる。   According to the above replacement method, the base horizontal member can be easily attached by combining the angle member and the channel steel, and the replacement of the wall member can be easily performed. Also, by using grooved steel as the base horizontal member, even if the wall surface material for replacement is pressed to the back side when the wall material for replacement is fixed to the base horizontal member with screws or the like, The bending of the wall material for the replacement can be suppressed.

溝形鋼を下地横架材として用いる場合、ウエブ面が水平面となる向きで下地横架材を取り付け、フランジ外側面を張替用壁面材の取付面にするとよい。この場合、下地横架材は、スタッドとウエブ幅が同じ溝形鋼を用いるとよい。又は、ウエブ面が鉛直面となる向きで下地横架材を取り付け、ウエブ外側面を張替用壁面材の取付面にするとよい。   When channel steel is used as the base horizontal member, the base horizontal member may be attached in a direction in which the web surface is a horizontal plane, and the flange outer surface may be used as the attachment surface of the wall surface material for replacement. In this case, a grooved steel having the same web width as the stud may be used as the base horizontal member. Alternatively, the base horizontal member may be attached in a direction in which the web surface becomes a vertical surface, and the outer surface of the web may be used as the attachment surface of the wall material for replacement.

第4の発明では、
前記第2工程では、前記スタッドの壁面材張替側の側面部において、上下方向に見て片側一部分を、切除されずに残った前記壁面材に重なる部分、残り部分を、新たに前記張替用壁面材を重ね合わせる部分となるように前記下地横架材を取り付けることを特徴とする。
In the fourth invention,
In the second step, in the side surface portion of the stud on the wall surface material replacement side, a part of one side viewed in the vertical direction is overlapped with the wall material remaining without being cut, and the remaining part is newly replaced by the replacement The base horizontal member is attached so as to be a portion where the wall surface material is overlapped.

上記張替方法によれば、壁面材の非切除部分と切除部分との境界部に設けられる下地横架材を、切除されないまま残る壁面材(非張替部分)と、新たに張り替えられた張替用壁面材との固定支持相手として共用できる。これにより、壁面材の非切除部分と切除部分との境界部において下地横架材を過多に追加することなく、所望の強度で壁面材を固定することができる。   According to the above replacement method, the base horizontal member provided at the boundary between the non-excised portion and the excised portion of the wall material is separated from the wall material (non-exchangable portion) that remains uncut and the newly-extended tension material. It can be shared as a fixed support partner with the wall material for replacement. Accordingly, the wall surface material can be fixed with a desired strength without adding an excessive amount of the base horizontal member at the boundary portion between the non-excised portion and the cut portion of the wall surface material.

第5の発明では、
前記第1工程では、前記スタッドの壁面材張替側の側面部において、横方向に見て片側一部分を、前記壁面材を非切除とする領域、残り部分を、前記壁面材を切除する領域とし、該切除する領域について前記壁面材を切除することを特徴とする。
In the fifth invention,
In the first step, in the side surface portion of the stud on the wall surface material replacement side, a part of one side when viewed in the lateral direction is a region where the wall surface material is not cut, and the remaining portion is a region where the wall surface material is cut. The wall material is excised from the area to be excised.

上記張替方法によれば、壁面材の非切除部分と切除部分との境界部のスタッドを、切除されないまま残る壁面材(非張替部分)と、新たに張り替えられた張替用壁面材との固定支持相手として共用できる。これにより、壁面材の非切除部分と切除部分との境界部においてスタッドを追加することなく、所望の強度で壁面材を固定することができる。   According to the above replacement method, the stud at the boundary between the non-excised portion and the excised portion of the wall material is left uncut and the wall material (non-exchangable portion) that is re-exposed, Can be shared as a fixed support partner. Thereby, a wall surface material can be fixed with a desired intensity | strength, without adding a stud in the boundary part of the non-excision part of a wall surface material, and an excision part.

第6の発明では、
前記壁体は、枠組壁工法で構築される建物の外壁部に耐力壁として用いられるものであり、
該建物において、前記壁体の屋内側の壁面には、該壁面に対して交差する向きで天井面材が固定されており、
前記壁面材において前記天井面材の固定位置よりも下方で、前記壁面材の張替を行うことを特徴とする。
In the sixth invention,
The wall body is used as a load-bearing wall on the outer wall portion of a building constructed by a framework wall construction method,
In the building, a ceiling surface material is fixed to the wall surface on the indoor side of the wall body in a direction intersecting with the wall surface,
In the wall surface material, the wall surface material is replaced below the fixed position of the ceiling surface material.

枠組壁工法で構築される建物では、天井面材の端部が固定されている方の壁面材(すなわち内壁側の壁面材)について破損が生じた場合に、その壁面材を全面張替にすると、その張替作業に多大な負荷が生じるが、上記張替方法によれば、その張替作業の負荷が大幅に軽減できる。つまり、壁面材の張替に際し、天井面材の取り外し作業が不要となるため、作業性が大いに向上する。   In a building constructed by the frame wall construction method, if the wall material to which the end of the ceiling surface material is fixed (that is, the wall material on the inner wall side) is damaged, A great load is generated in the reworking work, but according to the reworking method, the load of the reworking work can be greatly reduced. That is, when the wall surface material is replaced, the work for removing the ceiling surface material is not required, so that workability is greatly improved.

第7の発明では、
前記壁体は、前記複数のスタッドとして、前記壁面材の周縁部に配置される第1スタッドと、周縁部以外に配置される第2スタッドとを有し、前記第1スタッドに対して前記壁面材をビス固定する固定間隔は、前記第2スタッドに対して前記壁面材をビス固定する固定間隔よりも小さくなっており、
前記第3工程において、前記張替用壁面材を前記スタッド及び前記下地横架材に固定する場合に、前記第1スタッドに対して前記壁面材をビス固定する固定間隔と同じ固定間隔で、前記張替用壁面材をビス固定することを特徴とする。
In the seventh invention,
The wall body includes, as the plurality of studs, a first stud disposed at a peripheral portion of the wall surface material and a second stud disposed other than the peripheral portion, and the wall surface with respect to the first stud. The fixing interval for fixing the screw to the material is smaller than the fixing interval for fixing the wall member to the second stud.
In the third step, when the wall surface material for replacement is fixed to the stud and the base horizontal member, at the same fixing interval as the fixing interval for fixing the wall surface material to the first stud, It is characterized in that the wall material for re-stretching is fixed with screws.

壁体において耐力壁としての強度を確保するには、壁面材の周縁部に配置される第1スタッドは比較的狭い間隔でビス固定され、それに対して周縁部以外に配置される第2スタッドのビス固定は比較的広い間隔でよい。これを鑑み、壁面材の一部を張り替える場合には、第1スタッドに対して壁面材をビス固定する固定間隔と同じ固定間隔で、スタッド及び下地横架材に対して張替用壁面材をビス固定する。これにより、壁面材の一部張替が行われた壁体について耐力壁としての強度を維持できる。   In order to secure the strength as the load-bearing wall in the wall body, the first stud arranged at the peripheral portion of the wall surface material is screw-fixed at a relatively narrow interval, and the second stud arranged at the portion other than the peripheral portion is fixed thereto. Screw fixing may be performed at a relatively wide interval. In view of this, when a part of the wall material is replaced, the wall material for replacement is applied to the stud and the base horizontal member at the same fixing interval as the screw fixing the wall member to the first stud. Secure the screw. Thereby, the intensity | strength as a load-bearing wall is maintainable about the wall body in which the wall material was partially replaced.

なお、張り替えられないままとなる元の壁面材において切除端部となる部分も、第1スタッドに対して壁面材をビス固定する固定間隔と同じ固定間隔で、ビスの打ち直しが行われるとよい。   In addition, the part which becomes a cutting end part in the original wall surface material which remains unreplaced may be re-visited with the same fixed interval as the fixed interval for fixing the wall surface material to the first stud.

上記の各張替方法により壁面材が張り替えられた壁体(第8の発明)は、張替後の強度や仕上がりの点で良好なものとなる。   The wall body (eighth invention) in which the wall surface material is replaced by each of the above replacement methods is favorable in terms of strength and finish after the replacement.

壁体の構成を示す図であり、(a)は壁体の正面図、(b)は壁体の横断面図。It is a figure which shows the structure of a wall body, (a) is a front view of a wall body, (b) is a cross-sectional view of a wall body. リップ付き溝形鋼の断面図。Sectional drawing of the channel steel with a lip. 建物の天井付近の構成を示す断面図。Sectional drawing which shows the structure of the ceiling vicinity of a building. 壁面材張替の各工程を説明するための壁体の正面図。The front view of the wall for demonstrating each process of wall surface material replacement. (a)は図4(b)のA−A線断面図、(b)は図4(c)のB−B線断面図、(c)は図4(d)のC−C線断面図。4A is a sectional view taken along line AA in FIG. 4B, FIG. 4B is a sectional view taken along line BB in FIG. 4C, and FIG. 4C is a sectional view taken along line CC in FIG. . 下地横架材の取付構造を示す斜視図。The perspective view which shows the attachment structure of a base horizontal member. 下地材追加工程での壁断面図。The wall sectional view in the base material addition process. 下地横架材の取付構造を示す斜視図。The perspective view which shows the attachment structure of a base horizontal member. 壁面材張替の各工程を説明するための壁体の正面図。The front view of the wall for demonstrating each process of wall surface material replacement. 壁面材張替の各工程を説明するための壁体の正面図。The front view of the wall for demonstrating each process of wall surface material replacement.

以下、本発明を具体化した一実施形態を図面に基づいて説明する。本実施形態では、建物として枠組壁工法により構築されたスチールハウスにおいて、耐力壁として使用される壁体(外壁パネル)に本発明を具体化している。図1は、壁体10の構成を示す図であり、(a)は壁体10の正面図、(b)は壁体10の横断面図である。なお、図1(a)では、壁面材の上部を切除した状態を示している。また、(b)では便宜上、鋼材の厚みを省略して示すとともに、実際には当接して接合される部分についても若干離間させて示している(後述の図3等も同様)。   DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, an embodiment of the invention will be described with reference to the drawings. In the present embodiment, the present invention is embodied in a wall body (outer wall panel) used as a load bearing wall in a steel house constructed as a building by a frame wall construction method. 1A and 1B are diagrams showing the configuration of the wall body 10, where FIG. 1A is a front view of the wall body 10, and FIG. 1B is a cross-sectional view of the wall body 10. In addition, in Fig.1 (a), the state which cut off the upper part of wall surface material is shown. Further, in (b), for the sake of convenience, the thickness of the steel material is omitted, and the portions that are actually brought into contact with each other are also shown slightly separated (the same applies to FIG. 3 described later).

図1に示すように、壁体10は、枠体(壁体の骨格)11として、上下一対となる上枠ランナ12及び下枠ランナ13と、それら両ランナ12,13の間に所定間隔で設けられる複数のスタッド14とを有し、該枠体11を挟んで両側に壁面材15,16がそれぞれ固定されている。上下の各ランナ12,13は、リップ無し溝形鋼よりなり、いずれも溝部が上下方向内側を向くように配置されている。また、複数のスタッド14は、リップ付き溝形鋼よりなり、その上端部及び下端部が各ランナ12,13の溝内に挿し入れられた状態で、上下の両ランナ12,13に架け渡されるようにして互いに平行に配置されている。各スタッド14は、溝部がいずれも同じ方向となる向きで設けられている。スタッド14の設置間隔(図のL1)は建物の建築モジュールを基準として定められるとよく、本実施形態では尺モジュールを基準とし、例えばL1=450mmとして各スタッド14が設けられている。   As shown in FIG. 1, the wall body 10 is a frame (wall skeleton) 11, which is a pair of upper and lower frame runners 12 and 13, and a predetermined distance between the runners 12 and 13. A plurality of studs 14 are provided, and wall surface materials 15 and 16 are respectively fixed to both sides of the frame body 11. Each of the upper and lower runners 12 and 13 is made of a lipless channel steel, and both are arranged so that the groove portions face inward in the vertical direction. The plurality of studs 14 are made of lip-shaped channel steel, and are bridged between the upper and lower runners 12 and 13 with their upper and lower ends inserted into the grooves of the runners 12 and 13. Thus, they are arranged in parallel to each other. Each stud 14 is provided in a direction in which the groove portions are all in the same direction. The installation interval (L1 in the figure) of the studs 14 is preferably determined based on the building module of the building. In this embodiment, the studs 14 are provided with L1 = 450 mm, for example, based on the scale module.

スタッド14を構成するリップ付き溝形鋼について説明すると、図2に示すようにリップ付き溝形鋼はウエブ18aとフランジ18bとリップ18cとを有している。そのサイズについて限定はないが、具体的数値を例示すると、ウエブ18aの長さL2=89mm、フランジ18bの長さL3=45mm、リップ18cの長さL4=12mmとなっている。   The lip-shaped channel steel constituting the stud 14 will be described. As shown in FIG. 2, the lip-shaped channel steel has a web 18a, a flange 18b, and a lip 18c. The size is not limited, but specific numerical values are exemplified such that the length L2 of the web 18a is 89 mm, the length L3 of the flange 18b is 45 mm, and the length L4 of the lip 18c is 12 mm.

図1の説明に戻り、壁面材15,16は、そのうち屋内側となる壁面材15が石膏ボード等の内壁材により構成され、屋外側となる壁面材16が窯業系サイディングボード等の外壁材により構成されている。壁面材15,16は、縦寸法を上枠ランナ12から下枠ランナ13までと同じ長さとし、横寸法L5をスタッド設置間隔のn倍(nは2以上の整数)とするサイズの板材15a,16aからなり、これらの板材15a,16aを枠体11に対して複数張り合わせて構成されている。各板材15a,16aのサイズは、例えば縦寸法が2630mmであり、横寸法L5が900mm(=L1×2)である。なお、外壁側と内壁側とで板材15a,16aのサイズ(例えば横寸法)を相違させることも可能である。   Returning to the description of FIG. 1, the wall surface materials 15 and 16 are configured such that the wall surface material 15 on the indoor side is constituted by an inner wall material such as gypsum board, and the wall surface material 16 on the outdoor side is formed by an outer wall material such as a ceramic siding board. It is configured. The wall surface materials 15 and 16 are plate materials 15a having a size in which the vertical dimension is the same as that of the upper frame runner 12 to the lower frame runner 13, and the lateral dimension L5 is n times the stud installation interval (n is an integer of 2 or more). 16a, and a plurality of these plate members 15a and 16a are bonded to the frame 11. As for the size of each of the plate members 15a and 16a, for example, the vertical dimension is 2630 mm, and the horizontal dimension L5 is 900 mm (= L1 × 2). In addition, it is also possible to make the size (for example, horizontal dimension) of board | plate material 15a, 16a different on the outer wall side and the inner wall side.

板材15aは、枠体11に対して所定間隔での所定箇所のビス止めにより固定されており、そのビス止めの間隔は、板材15aの周縁部となる位置とそれ以外とで異なるものとなっている。図中、符号Vs(黒丸部分)がビス止め位置を示す。本実施形態では、板材15aの周縁部となる位置でのビス止め間隔(固定間隔)L6は150mm、それ以外でのビス止め間隔(固定間隔)L7は300mmとなっている。つまり、上下の各ランナ12,13に対しては150mm間隔で板材15aがビス止めされている。また、各スタッド14のうち板材15aの横縁部が固定されるスタッド(図の14A)に対しては150mm間隔で板材15aがビス止めされ、左右方向に見て板材15aの中間部が固定されるスタッド(図の14B)に対しては300mm間隔で板材15aがビス止めされるようになっている。なお、スタッド14Aが第1スタッドに相当し、スタッド14Bが第2スタッドに相当する。   The plate member 15a is fixed to the frame body 11 with screws at predetermined positions at predetermined intervals, and the intervals between the screw members are different depending on the position of the peripheral portion of the plate member 15a and the others. Yes. In the drawing, the symbol Vs (black circle portion) indicates the screwing position. In the present embodiment, the screwing interval (fixed interval) L6 at the position of the peripheral portion of the plate member 15a is 150 mm, and the screwing interval (fixed interval) L7 at other positions is 300 mm. That is, the plate material 15a is screwed to the upper and lower runners 12 and 13 at intervals of 150 mm. Further, among the studs 14 to the stud (14A in the figure) to which the lateral edge of the plate material 15a is fixed, the plate material 15a is screwed at intervals of 150 mm, and the intermediate portion of the plate material 15a is fixed when viewed in the left-right direction. For the stud (14B in the figure), the plate material 15a is screwed at intervals of 300 mm. The stud 14A corresponds to the first stud, and the stud 14B corresponds to the second stud.

こうして板材15aの周縁部となる位置では比較的狭い間隔でビス固定され、それに対して周縁部以外ではビス固定が比較的広い間隔となっているため、ビス固定の箇所を必要最小限としつつも、壁体10において耐力壁としての強度を確保できるものとなっている。   In this way, the screws are fixed at a relatively narrow interval at the position that becomes the peripheral portion of the plate material 15a. On the other hand, the screws are fixed at a relatively wide interval except for the peripheral portion. In the wall body 10, the strength as the bearing wall can be secured.

ここで特に、板材15aの横縁部では、その横縁部が固定されるスタッド14Aに対して板材15aがスタッド14Aのフランジの約半分の領域で重ね合わされ、その重ね部分でビス止めが行われている。つまり、板材15aの横縁部が固定されるスタッド14Aは、同一のフランジに左右2つの板材15aが固定されるようになっており、フランジを横に二分した各領域に左右2つの板材15aがそれぞれビス止めされている。   Here, in particular, at the lateral edge portion of the plate material 15a, the plate material 15a is overlapped with the stud 14A to which the lateral edge portion is fixed in the region about half of the flange of the stud 14A, and screwing is performed at the overlapped portion. ing. That is, the stud 14A to which the lateral edge portion of the plate material 15a is fixed is configured such that the left and right two plate materials 15a are fixed to the same flange, and the left and right two plate materials 15a are provided in each region divided into two laterally. Each is screwed.

なお、屋外側の板材16aも同様にビス止めにより枠体11に対して固定されている。ただし、板材15a,16aの材質の違い等に応じて、各板材15a,16aのビス止めの間隔が各々個別に設定されるようになっていてもよい。   The outdoor side plate material 16a is similarly fixed to the frame 11 with screws. However, according to the difference in the material of plate material 15a, 16a, etc., the space | interval of the screw stop of each plate material 15a, 16a may be set separately, respectively.

枠体11に対して板材15a,16aが上記のごとく固定されることで、壁体10について耐力壁としての要求強度が満たされるものとなっている。   By fixing the plate members 15a and 16a to the frame body 11 as described above, the required strength of the wall body 10 as a bearing wall is satisfied.

また、図3は、建物の天井付近の構成を示す断面図である。建物において、外壁パネルとしての壁体10の屋内側面、すなわち壁面材15の屋内側面には、溝形鋼(長尺材)よりなる野縁受けランナ21が水平方向に延びる向きで固定されており、その野縁受けランナ21に交差(直交)する向きで長尺材からなる野縁22が固定されている。また、野縁22の下面側には天井面材23が固定されている。この場合、建物の施工に際しては、壁体10が先行して設置され、その後、壁体10の屋内側面(すなわち壁面材15の屋内側面)に突き当てるようにして天井面材23が固定される。つまり、いわゆる壁勝ちの構造となっている。   Moreover, FIG. 3 is sectional drawing which shows the structure of the ceiling vicinity of a building. In a building, a field edge runner 21 made of grooved steel (long material) is fixed to the indoor side surface of the wall body 10 as an outer wall panel, that is, the indoor side surface of the wall material 15 in a direction extending in the horizontal direction. A field edge 22 made of a long material is fixed in a direction intersecting (orthogonal) with the field edge receiving runner 21. A ceiling member 23 is fixed to the lower surface side of the field edge 22. In this case, when the building is constructed, the wall body 10 is installed in advance, and then the ceiling surface material 23 is fixed so as to abut against the indoor side surface of the wall body 10 (that is, the indoor side surface of the wall surface material 15). . In other words, it has a so-called wall winning structure.

ところで、上記構成の壁体10を有する建物において、地震等による変形荷重が壁体10に作用したり、壁体10の内壁面に物がぶつかったりすると、壁面材15(例えば内壁側の石膏ボード)の一部が破損することが考えられる。本実施形態では、壁面材15の一部が破損した場合に、その破損箇所について壁面材の張替を好適に実施できる張替方法を提案する。   By the way, in a building having the wall body 10 having the above configuration, when a deformation load due to an earthquake or the like acts on the wall body 10 or an object collides with the inner wall surface of the wall body 10, a wall surface material 15 (for example, a gypsum board on the inner wall side). ) May be damaged. In this embodiment, when a part of wall surface material 15 is damaged, the replacement method which can implement suitably the replacement of a wall surface material about the damaged part is proposed.

この張替方法は概要として、
(1)壁面材15において張替対象となる板材15aを、隣り合う2つスタッド14の一方から他方に至るまでの範囲で切除する壁面材切除工程(第1工程)と、
(2)その後、壁面材15を切除した部位において、隣り合うスタッドに対して両端をそれぞれ固定した状態で下地横架材を取り付ける下地材追加工程(第2工程)と、
(3)その後、壁面材15を切除した部位において、下地材に対して張替用壁面材を固定する張替工程(第3工程)と、
を有するものとなっており、これら各工程について以下に詳しく説明する。図4は、上記の各工程を説明するための壁体10の正面図である。また、図5(a)は図4(b)のA−A線断面図、図5(b)は図4(c)のB−B線断面図、図5(c)は図4(d)のC−C線断面図である。
As an overview,
(1) a wall surface material cutting step (first step) for cutting the plate material 15a to be replaced in the wall surface material 15 in a range from one of the two adjacent studs 14 to the other;
(2) After that, in the part where the wall surface material 15 is excised, a base material adding step (second step) for attaching the base horizontal member with both ends fixed to the adjacent studs,
(3) After that, in the site where the wall surface material 15 has been excised, a tensioning step (third step) for fixing the wall surface material for tensioning to the base material;
Each of these steps will be described in detail below. FIG. 4 is a front view of the wall body 10 for explaining the above steps. 5A is a cross-sectional view taken along line AA in FIG. 4B, FIG. 5B is a cross-sectional view taken along line BB in FIG. 4C, and FIG. 5C is FIG. It is a CC sectional view taken on the line of FIG.

(1)壁面材切除工程
図4(a)に示すように、板材15a(壁面材15)の一部(図の×部)が破損した場合、その破損部分を含む領域(図のハッチング領域)を切除位置として定め、その領域についてカッタ等の切除器具を用いて板材15aを切除する。図4(b)において、Sが板材15aを切り抜いた領域であり、本例では、上下方向に見て中間位置となる部分を切除部分としている。この板材15aの切除は、壁体10を建物に取り付けたままの状態で行われる。つまり、上述のとおり壁体10には屋内面側に天井面材23が取り付けられているが、その天井面材23を取り付けた状態のまま、天井下方部分で板材15aの一部切除が行われる。この場合、板材15aは、隣り合う2つスタッド14の一方から他方に至るまでの範囲で切除されるようになっており、その隣り合う両スタッド14のフランジ(壁面材張替側の側面部)において、横方向に見て片側一部分を、板材15aを非切除とする領域、残り部分を、板材15aを切除する領域として、該切除する領域について板材15aが切除される。
(1) Wall surface material cutting process As shown to Fig.4 (a), when a part (x part of a figure) of board | plate material 15a (wall surface material 15) is damaged, the area | region (hatching area | region of a figure) including the damaged part Is defined as a cutting position, and the plate material 15a is cut out using a cutting tool such as a cutter for the region. In FIG. 4B, S is a region where the plate material 15a is cut out, and in this example, a portion that is an intermediate position when viewed in the vertical direction is a cut portion. The cutting of the plate material 15a is performed with the wall body 10 still attached to the building. That is, as described above, the ceiling member 23 is attached to the wall 10 on the indoor surface side, but the plate member 15a is partially removed at the lower part of the ceiling with the ceiling member 23 attached. . In this case, the plate material 15a is cut out in the range from one of the two adjacent studs 14 to the other, and the flanges of the adjacent studs 14 (the side surface portion on the wall surface material replacement side). The plate material 15a is cut out in the region to be cut out, with a part on one side as viewed in the lateral direction being a region where the plate material 15a is not cut and the remaining portion being a region where the plate material 15a is cut.

詳しくは、図5(a)に示すように、板材15aの一部を切除した状態では、その切除部分(S領域)に隣接する境界端部において板材15aの端縁部が、スタッド14のフランジの約半分に重なった状態となっており、そのフランジの残り半分は板材15aが重ならない露出部分となっている(図のZ)。   Specifically, as shown in FIG. 5A, in a state where a part of the plate material 15a is cut off, the edge of the plate material 15a is the flange of the stud 14 at the boundary end adjacent to the cut portion (S region). The other half of the flange is an exposed portion where the plate material 15a does not overlap (Z in the figure).

(2)下地材追加工程
図4(c)に示すように、板材15aの切除部分(S領域)においてその切除部分に上下に隣接する板材15aの境界端部に、隣り合う両スタッド14に対して両端をそれぞれ固定した状態で下地横架材25を取り付ける。なお、図6は、下地横架材25の取付構造を示す斜視図であり、これは図4(c)におけるY部の構造に相当する。
(2) Substrate material addition step As shown in FIG. 4 (c), with respect to both studs 14 adjacent to the boundary end portion of the plate material 15a vertically adjacent to the cut portion in the cut portion (S region) of the plate material 15a. The base horizontal member 25 is attached with both ends fixed. FIG. 6 is a perspective view showing the mounting structure of the base horizontal member 25, which corresponds to the structure of the Y portion in FIG. 4 (c).

詳しくは、図5(b)及び図6に示すように、板材15aの切除により露出された左右の各スタッド14に対して、隣り合うスタッド同士の間からビス等により支持具26を取り付けるとともに、該取り付けた各支持具26に、スタッド14と下地横架材25との壁面材張替側の側面部(フランジ外側面)が面一となるように下地横架材25を取り付ける。この場合、図6に示すように、支持具26は、鋼板をL字状に折り曲げてなるアングル材であり、該アングル材の一方の板部26a(一辺部)がスタッド14のウエブにビス等により固定される。また、他方の板部26b(他辺部)は、板面を水平方向とした状態で、隣り合う両スタッド14の相手側に延びており、その板部26bに下地横架材25がビス等により固定される。図6中の一点鎖線は、スタッド14及び下地横架材25の各フランジ外側面において板材15aの端部位置を示す境界線である。なお、支持具26をスタッド14や下地横架材25に結合する手法としては、接着剤等、他の結合手法を用いることも可能である。   Specifically, as shown in FIGS. 5B and 6, the left and right studs 14 exposed by cutting the plate material 15 a are attached to the left and right studs 14 with screws or the like from between adjacent studs, The base horizontal member 25 is attached to each of the attached supports 26 so that the side surface portion (flange outer surface) of the stud 14 and the base horizontal member 25 on the wall surface material replacement side is flush. In this case, as shown in FIG. 6, the support 26 is an angle member formed by bending a steel plate into an L shape, and one plate portion 26a (one side portion) of the angle member is screwed to the web of the stud 14 or the like. It is fixed by. The other plate portion 26b (the other side portion) extends to the opposite side of both adjacent studs 14 with the plate surface in the horizontal direction, and the base horizontal member 25 is screwed to the plate portion 26b. It is fixed by. 6 is a boundary line indicating the position of the end of the plate member 15a on the outer surface of each flange of the stud 14 and the base horizontal member 25. In addition, as a method of bonding the support tool 26 to the stud 14 or the base horizontal member 25, other bonding methods such as an adhesive can be used.

隣り合う2つのスタッド14は、溝部がいずれも同じ方向となる向きで設けられており、それゆえに、左右一対の支持具26のうち一方は、スタッド14のウエブの溝側面(内側面)に取り付けられ、他方は、スタッド14のウエブの反溝側面(外側面)に取り付けられている。   Two adjacent studs 14 are provided with the groove portions oriented in the same direction, and therefore one of the pair of left and right support members 26 is attached to the groove side surface (inner side surface) of the web of the stud 14. And the other is attached to the anti-groove side surface (outer surface) of the web of the stud 14.

下地横架材25は、スタッド14と同サイズのリップ付き溝形鋼(少なくともウエブ幅が同じ溝形鋼)であり、ウエブが水平面、フランジが鉛直面となるようにして取り付けられる。このとき、スタッド14のウエブ幅が同一であるため、スタッド14のフランジ外側面と下地横架材25のフランジ外側面とは面一となっている。   The base horizontal member 25 is a lip-shaped grooved steel having the same size as the stud 14 (at least a grooved steel having the same web width), and is attached so that the web is a horizontal surface and the flange is a vertical surface. At this time, since the web width of the stud 14 is the same, the flange outer surface of the stud 14 and the flange outer surface of the base horizontal member 25 are flush with each other.

(3)張替工程
図4(d)に示すように、板材15aを切除した部位において、スタッド14及び下地横架材25に対して張替用壁面材である新たな張替板材28をビス等により固定する。張替板材28は、板材15aと同じ石膏ボート等からなり、未張替部分の板材15aに対して隙間無く配される。
(3) Re-stretching step As shown in FIG. 4 (d), a new re-stretching plate member 28, which is a re-walling wall material, is screwed to the stud 14 and the base horizontal member 25 at the site where the plate member 15a is cut. Fix with etc. The tension plate 28 is made of the same plaster boat or the like as the plate 15a, and is arranged without a gap with respect to the plate 15a in the non-replacement portion.

詳しくは、図5(c)に示すように、隣り合う両スタッド14と下地横架材25とのそれぞれに重ね合わすようにして張替板材28が配置され、そのスタッド14と下地横架材25とに対してビス等により張替板材28が固定される。このとき、ビスの固定間隔L8は、板材15aの周縁部での固定間隔L6(図1参照)と同じ間隔であり、例えば150mm間隔でビス固定される。これは、張替板材28の下地横架材25に対する固定部分だけでなく、スタッド14に対する固定部分も同様であり、固定間隔L6(図1参照)と同じ間隔L8でビス固定される。つまり、張替板材28の四辺の周縁部は、全てスタッド14か下地横架材25に対向しており、その対向部分にて固定間隔L6と同じ間隔L8でビス固定が行われるようになっている。ただし、固定間隔L8は、固定間隔L6よりも小さくてもよい。   Specifically, as shown in FIG. 5C, the tension plate member 28 is disposed so as to overlap each of the adjacent studs 14 and the base horizontal member 25, and the stud 14 and the base horizontal member 25. The tension plate member 28 is fixed with screws or the like. At this time, the screw fixing interval L8 is the same as the fixing interval L6 (see FIG. 1) at the peripheral edge of the plate member 15a, and is fixed with screws at intervals of 150 mm, for example. This is the same for not only the fixed portion of the tension plate member 28 to the base horizontal member 25 but also the fixed portion of the stud 14 to the stud 14 and is screw-fixed at the same interval L8 as the fixing interval L6 (see FIG. 1). In other words, all the peripheral edges of the four sides of the stretchable plate material 28 are opposed to the stud 14 or the base horizontal member 25, and screw fixing is performed at the same interval L8 as the fixing interval L6 at the facing portion. Yes. However, the fixed interval L8 may be smaller than the fixed interval L6.

切除されずに残る板材15a(非切除の板材15a)においてその切除端部となる部分も、ビス固定間隔が、板材15aの周縁部での固定間隔L6(図1参照)と同じ間隔であるとよい。つまり、図4(d)において、張替板材28に上下及び左右に隣接する板材15aの切除端部位置では、板材15aが、固定間隔L6と同じ間隔でスタッド14及び下地横架材25に対してビス固定されるようになっている。なお、板材15aの中間部を固定しているスタッド14(図の14B)に関しては、元々固定間隔L7でビス固定されているが(図1参照)、このビスが外され、新たにそれよりも狭い間隔でビス固定されるようになっている。   In the plate material 15a that remains without being cut (the non-cut plate material 15a), the screw fixing interval is also the same as the fixing interval L6 (see FIG. 1) at the peripheral edge of the plate material 15a. Good. In other words, in FIG. 4D, at the cut end position of the plate material 15a adjacent to the tension plate material 28 in the vertical and horizontal directions, the plate material 15a is located at the same interval as the fixed interval L6 with respect to the stud 14 and the base horizontal member 25. The screw is fixed. Note that the stud 14 (14B in the figure) fixing the intermediate portion of the plate material 15a is originally screw-fixed at a fixing interval L7 (see FIG. 1), but this screw is removed and newly added to it. Screws are fixed at narrow intervals.

ちなみに、詳細は記載しないが、上記の張替作業に際し、内壁面の化粧クロスは適宜剥がし取られるとともに、壁面材15の張替後に再貼り付けされる。上記の張替方法は壁面材16の張替にも適用できる。   Incidentally, although details are not described, the decorative cloth on the inner wall surface is appropriately peeled off and reattached after the wall surface material 15 is replaced during the above-described reworking operation. The above-described stretching method can also be applied to the replacement of the wall material 16.

板材15a(壁面材15)の張替が実施される場合としては、上記のように地震時等に板材15aが破損した場合や物がぶつかって板材15aが破損した場合以外に、屋内の湿り気(例えば洗濯機背後の水濡れ)により板材15aが腐食したり、水害時の水没により汚損が生じたりした場合も考えられる。かかる場合にも、上記の張替方法を適用できる。また、破損時等の補修目的以外に、住人等が意図的に壁面材の張替を行う場合にも、上記の張替方法を適用できる。   As for the case where the plate material 15a (wall surface material 15) is replaced, in addition to the case where the plate material 15a is damaged during an earthquake or the like as described above, or when the plate material 15a is damaged due to an impact, indoor moisture ( For example, the plate 15a may be corroded due to water wet behind the washing machine, or may be damaged due to submersion due to water damage. Even in such a case, the above-described rehanging method can be applied. In addition to the purpose of repairing at the time of breakage or the like, the above replacement method can also be applied when a resident or the like intentionally replaces the wall material.

下地横架材の取付方法(下地材追加工程)としては、別の手法も考えられる。それを図7及び図8により説明する。図7は、下地材追加工程での壁断面図であり、これは図4(c)のB−B線断面図に相当する(ただし、図4(c)において下地横架材25を下地横架材31に置き換えられたい)。また、図8は、下地横架材31の取付構造を示す斜視図であり、これは図4(c)におけるY部の構造に相当する(ただし、溝開口の向きは逆)。   Another method is also conceivable as a method for attaching the base horizontal member (base material adding step). This will be described with reference to FIGS. FIG. 7 is a cross-sectional view of the wall in the base material adding step, which corresponds to a cross-sectional view taken along the line BB in FIG. 4C (however, in FIG. I want to replace it with the base material 31). 8 is a perspective view showing the mounting structure of the base horizontal member 31, which corresponds to the structure of the Y portion in FIG. 4C (however, the direction of the groove opening is reversed).

下地材追加工程において、図7及び図8に示すように、板材15aの切除により露出された左右の各スタッド14に対して、隣り合うスタッド同士の間からビス等により支持具32を取り付けるとともに、該取り付けた各支持具32に、スタッド14と下地横架材31との壁面材張替側の側面部が面一となるように下地横架材31を取り付ける。この場合、図8に示すように、支持具32は、鋼板をL字状に折り曲げてなるアングル材であり、該アングル材の一方の板部32a(一辺部)がスタッド14のウエブにビス等により固定される。また、他方の板部32b(他辺部)は、板面を鉛直方向とした状態で、隣り合う両スタッド14の相手側に延びており、その板部32bに下地横架材31がビス等により固定される。   In the base material addition step, as shown in FIGS. 7 and 8, for each of the left and right studs 14 exposed by excision of the plate material 15a, the support tool 32 is attached by screws or the like from between adjacent studs, The base horizontal member 31 is attached to each of the attached support tools 32 so that the side surface portions of the stud 14 and the base horizontal member 31 on the wall surface material replacement side are flush with each other. In this case, as shown in FIG. 8, the support 32 is an angle member formed by bending a steel plate into an L shape, and one plate portion 32 a (one side portion) of the angle member is screwed to the web of the stud 14. It is fixed by. The other plate portion 32b (the other side portion) extends to the other side of the adjacent studs 14 with the plate surface in the vertical direction, and the base horizontal member 31 is screwed to the plate portion 32b. It is fixed by.

隣り合う2つのスタッド14は、溝部がいずれも同じ方向となる向きで設けられており、それゆえに、左右一対の支持具32のうち一方は、スタッド14のウエブの反溝側面(外側面)に取り付けられ、他方は、スタッド14のリップの外側面に取り付けられている。下地横架材31は、スタッド14と同サイズのリップ付き溝形鋼であり、ウエブが鉛直面となるようにして取り付けられる。ただし、図8の構成では、下地横架材31として溝形鋼のサイズは任意である。なお、図8中の一点鎖線は、スタッド14のフランジ外側面及び下地横架材31のウエブ外側面において板材15aの端部位置を示す境界線である。   The two adjacent studs 14 are provided with the groove portions oriented in the same direction, and therefore one of the pair of left and right support members 32 is on the side opposite to the groove (outer side surface) of the web of the stud 14. The other is attached to the outer surface of the lip of the stud 14. The base horizontal member 31 is a lip-shaped channel steel having the same size as the stud 14 and is attached so that the web is a vertical surface. However, in the configuration of FIG. 8, the size of the channel steel as the base horizontal member 31 is arbitrary. 8 is a boundary line indicating the position of the end portion of the plate material 15a on the flange outer surface of the stud 14 and the web outer surface of the base horizontal member 31.

図7,図8に示す下地横架材31の取付構造では、下地横架材31と支持具32とが壁厚み方向に見て重なる構成になるため、支持具32は、下地横架材31の板厚分だけ壁厚み方向内側に後退する状態でスタッド14のウエブに固定される。また、支持具32は、その一部が、切除されずに残る板材15aの一部(上端部及び下端部)に対して壁厚み方向に重なるため、板材15aと支持具32との間に下地横架材31を挿し入れるには、下地横架材31のフランジが邪魔になる。そこで、下地横架材31のフランジ(例えば図8の場所では上側フランジ)には、干渉回避のための切欠部31aが設けられている。この切欠部31aによれば、板材15aと支持具32との間に下地横架材31を挿し入れる際に、その下地横架材31を、図8のごとく板材境界部に跨るように配置できる。   In the mounting structure of the base horizontal member 31 shown in FIGS. 7 and 8, the base horizontal member 31 and the support member 32 overlap each other when viewed in the wall thickness direction. It is fixed to the web of the stud 14 in a state of retreating inward in the wall thickness direction by the plate thickness. In addition, since the support tool 32 partially overlaps in the wall thickness direction with respect to a part of the plate material 15a (the upper end portion and the lower end portion) that remains without being cut off, the base material is provided between the plate material 15a and the support tool 32. In order to insert the horizontal member 31, the flange of the base horizontal member 31 becomes an obstacle. Therefore, a notch 31a for avoiding interference is provided in the flange of the base horizontal member 31 (for example, the upper flange in the place of FIG. 8). According to the notch 31a, when the base horizontal member 31 is inserted between the plate member 15a and the support 32, the base horizontal member 31 can be disposed so as to straddle the plate member boundary as shown in FIG. .

以上詳述した本実施形態によれば、以下の優れた効果が得られる。   According to the embodiment described in detail above, the following excellent effects can be obtained.

図4乃至図8を用いて詳細に説明した壁面材の張替方法によれば、例えば板材15a(壁面材15)の一部が損傷した場合に、その板材15aの全面を張り替えなくてもよく、一部修復で対処できる。かかる場合、下地横架材25は、その両端がそれぞれスタッド14に固定されており、板材15aを張り替えた部分において壁体10としての強度が担保されるものとなっている。また、必要箇所のみでの張替が可能となるため、張替作業の簡易化も実現できる。   According to the wall surface material replacement method described in detail with reference to FIGS. 4 to 8, for example, when a part of the plate material 15 a (wall surface material 15) is damaged, the entire surface of the plate material 15 a need not be replaced. Can be dealt with by partial repair. In such a case, both ends of the base horizontal member 25 are fixed to the studs 14, and the strength as the wall body 10 is ensured at the portion where the plate member 15a is replaced. In addition, since the replacement can be performed only at a necessary portion, the replacement work can be simplified.

その壁面材の張替に際し、板材15aの切除により露出したスタッド14に対して、隣り合うスタッド同士の間から支持具26を取り付け、その支持具26に、スタッド14と下地横架材25との壁面材張替側の側面部(溝形綱のフランジ外側面)が面一となるように下地横架材25を取り付けるようにした。この場合、先に支持具26を取り付けた状態で、その支持具26に対して下地横架材25を取り付けるため、その取付作業を容易化できる。また、スタッド14と下地横架材25との壁面材張替側の側面部が面一となるため、張り替えられない板材15a(非張替部分)と、張替板材28とで段差が生じることがなく、仕上がりが良好なものとなる。   When the wall material is replaced, a support 26 is attached from between adjacent studs to the stud 14 exposed by cutting the plate material 15a, and the stud 14 and the base horizontal member 25 are connected to the support 26. The base horizontal member 25 was attached so that the side surface portion on the wall surface material replacement side (flange outer surface of the groove-shaped rope) was flush. In this case, since the base horizontal member 25 is attached to the support 26 in a state where the support 26 is attached first, the attachment work can be facilitated. Further, since the side surface portion of the stud 14 and the base horizontal member 25 on the wall surface material replacement side is flush with each other, a step is generated between the plate material 15a (non-replacement portion) that cannot be repositioned and the tension plate material 28. The finish is good.

支持具26としてのアングル材を用い、その支持具26に対して下地横架材25を取り付けるようにした。この張替方法によれば、アングル材と溝形鋼との結合により、下地横架材25を容易に取り付けることができ、ひいては壁面材の張替を簡易に実施できる。また、下地横架材25として溝形鋼を用いることにより、張替板材28が下地横架材25に対してビス等により固定される際に張替板材28が奥側に押圧されても、その張替板材28の撓みを抑制できる。   An angle member as the support tool 26 is used, and the base horizontal member 25 is attached to the support tool 26. According to this rehanging method, the base horizontal member 25 can be easily attached by combining the angle member and the grooved steel, so that the wall member can be easily replaced. Further, by using channel steel as the base horizontal member 25, even when the tension plate 28 is pressed to the back side when the tension plate 28 is fixed to the base horizontal member 25 with screws or the like, The bending of the replacement plate material 28 can be suppressed.

また、下地横架材25をスタッド14に取り付ける際に、その下地横架材25において上下方向に見て片側一部分を、切除されずに残った板材15aに重なる部分、残り部分を、新たに張替板材28を重ね合わせる部分とした。これにより、板材15aの非切除部分と切除部分との境界部に設けられる下地横架材25を、非切除の板材15aと張替板材28との固定支持相手として共用できる。これにより、非切除部分と切除部分との境界部において下地横架材25を過多に追加することなく、所望の強度で各板材を固定することができる。   Further, when the base horizontal member 25 is attached to the stud 14, a part of one side of the base horizontal member 25 as viewed in the vertical direction is overlapped with the remaining plate member 15a without being cut, and the remaining part is newly stretched. The replacement plate material 28 was overlapped. As a result, the base horizontal member 25 provided at the boundary between the non-cut portion and the cut portion of the plate member 15a can be shared as a fixed support partner for the non-cut plate member 15a and the replacement plate member 28. Thereby, each board | plate material can be fixed by desired intensity | strength, without adding the base horizontal member 25 excessively in the boundary part of a non-excision part and an excision part.

また、板材15aの一部を切除する際に、スタッド14のフランジ外側面において水平横方向に見て片側一部分を、板材15aを非切除とする領域、残り部分を、板材15aを切除する領域とし、該切除する領域について板材15aを切除するようにした。これにより、板材15aの非切除部分と切除部分との境界部のスタッド14(例えば図4(d)のスタッド14B)を、非切除の板材15aと張替板材28との固定支持相手として共用できる。これにより、板材15aの非切除部分と切除部分との境界部においてスタッド14を追加することなく、所望の強度で各板材を固定することができる。   Further, when part of the plate material 15a is cut, a part of one side of the flange 14 on the outer surface of the stud 14 as viewed in the horizontal direction is a region where the plate material 15a is not cut, and the remaining part is a region where the plate material 15a is cut. The plate material 15a was excised from the area to be excised. Thereby, the stud 14 (for example, the stud 14B in FIG. 4D) at the boundary between the non-cut portion and the cut portion of the plate material 15a can be shared as a fixed support partner for the non-cut plate material 15a and the replacement plate material 28. . Thereby, each board | plate material can be fixed with desired intensity | strength, without adding the stud 14 in the boundary part of the non-cut | disconnected part and cut | disconnected part of the board | plate material 15a.

上記張替方法では、壁体10において天井面材23の固定位置よりも下方で、板材15a(壁面材15)の張替を実施できる。天井面材23の端部が固定されている内壁側の板材15aについて破損が生じた場合に、板材15aを全面張替にすると、その張替作業に多大な負荷が生じるが、上記張替方法によれば、その張替作業の負荷が大幅に軽減できる。つまり、板材15a(壁面材15)の張替に際し、天井面材23の取り外し作業が不要となるため、作業性が大いに向上する。   In the above replacement method, the plate material 15a (wall surface material 15) can be replaced in the wall 10 below the fixed position of the ceiling surface material 23. When the inner wall side plate member 15a to which the end of the ceiling surface member 23 is fixed is damaged, if the plate member 15a is entirely replaced, a great load is generated in the replacement work. According to this, the load of the replacement work can be greatly reduced. That is, when the plate material 15a (wall surface material 15) is replaced, the work of removing the ceiling surface material 23 is not necessary, so that workability is greatly improved.

張替板材28においてスタッド14及び下地横架材25に対してビス固定される部位について、板材15aの周縁部のスタッド14(第1スタッド)に対して板材15aをビス固定する固定間隔と同じ固定間隔で、ビス固定を行うとともに、板材15aにおいて非切除部分と切除部分との境界部となる部位についても、板材15aの周縁部のスタッド14(第1スタッド)に対して板材15aをビス固定する固定間隔と同じ固定間隔で、ビス固定を行うようにした。これにより、板材15a(壁面材15)の一部張替が行われた壁体10について耐力壁としての強度を維持できる。   About the site | part fixed to the stud 14 and the base horizontal material 25 in the tension | change_over board material 28 with the screw | thread, it is the same fixation as the fixed space | interval which fixes the board | plate material 15a to the stud 14 (1st stud) of the peripheral part of the board | plate material 15a. Screws are fixed at intervals, and the plate material 15a is screw-fixed to the stud 14 (first stud) at the peripheral edge of the plate material 15a at a portion that becomes a boundary portion between the non-cut portion and the cut portion in the plate material 15a. Screw fixing was performed at the same fixed interval as the fixed interval. Thereby, the intensity | strength as a load-bearing wall can be maintained about the wall body 10 in which the plate material 15a (wall surface material 15) was partially replaced.

[他の実施形態]
本発明は上記実施形態の記載内容に限定されず、例えば次のように実施されてもよい。
[Other Embodiments]
The present invention is not limited to the description of the above embodiment, and may be implemented as follows, for example.

・上記実施形態では、板材15aを一部切除する部位を上下方向に見て壁体10の中間部とした例を説明したが(図4参照)、これを変更してもよい。例えば、図9に示すように、上下方向に見て壁体10の中間位置から下端部までの範囲で板材15aを切除するようにしてもよい。この場合、図9(a)、(b)に示すように、下枠ランナ13への固定部分を含めて板材15aが切除され、同(c)に示すように、切除領域Sの上側にのみ新たに下地横架材25が追加される。そして、左右の固定相手をスタッド14とし、上下の固定相手を下枠ランナ13及び下地横架材25として新たな張替板材28がビス固定される(図9の(d))。   In the above-described embodiment, an example in which a part of the plate member 15a is partially cut away in the vertical direction is described as an intermediate portion of the wall body 10 (see FIG. 4), but this may be changed. For example, as shown in FIG. 9, the plate material 15 a may be cut out in the range from the middle position of the wall body 10 to the lower end portion when viewed in the vertical direction. In this case, as shown in FIGS. 9 (a) and 9 (b), the plate material 15a including the portion fixed to the lower frame runner 13 is cut off, and as shown in FIG. 9 (c), only on the upper side of the cutting region S. A base horizontal member 25 is newly added. Then, a new tension plate 28 is screw-fixed with the left and right fixed mating members as the studs 14 and the upper and lower fixed mating members as the lower frame runner 13 and the base horizontal member 25 ((d) in FIG. 9).

また、3つのスタッド14に跨るようにして板材15aを切除することも可能である。すなわち、破損位置が水平方向に複数存在している場合、又は板材中央のスタッド14を跨って破損が生じている場合、図10(a)、(b)に示すように、3つのスタッド14に跨るようにして板材15aが切除され、同(c)に示すように、隣り合うスタッド同士の間に各2個ずつの下地横架材25が追加される。そして、スタッド14及び各下地横架材25に対して張替板材28がビス固定される(図10の(d))。   It is also possible to cut the plate material 15 a so as to straddle the three studs 14. That is, when there are a plurality of breakage positions in the horizontal direction, or when breakage occurs across the stud 14 at the center of the plate, as shown in FIGS. The plate material 15a is cut so as to straddle, and as shown in (c), two base horizontal members 25 are added between adjacent studs. Then, the tension plate member 28 is screw-fixed to the stud 14 and each base horizontal member 25 ((d) in FIG. 10).

・壁体が、窓開口を有する壁体であってもよい。例えば、窓付き壁体では、窓開口の位置に合わせて、上下方向に見て中間位置にランナが設けられるとともに、上下の両ランナ間にスタッドが設けられ、さらに窓開口を避けるようにしてコ字状又はロ字状に形成された壁面材が固定されている。この場合、壁面材において窓開口の角部に相当する部位が入隅部となっており、地震等の揺れが生じると、その入隅部でクラック(裂け目)が生じやすくなる。この点、上述した壁面材の張替方法によれば、地震等の揺れにより壁面材にクラックが生じても、容易に壁面材の張替を実施できる。   -A wall body which has a window opening may be sufficient as a wall body. For example, in a wall with a window, a runner is provided at an intermediate position when viewed in the vertical direction in accordance with the position of the window opening, and a stud is provided between the upper and lower runners to further avoid the window opening. A wall material formed in a letter shape or a square shape is fixed. In this case, a portion corresponding to the corner of the window opening in the wall surface material is a corner, and when a shake such as an earthquake occurs, a crack (fissure) is likely to occur in the corner. In this regard, according to the wall surface material replacement method described above, even when a crack occurs in the wall surface material due to an earthquake or the like, the wall surface material can be easily replaced.

・上記実施形態では、下地横架材としてリップ付溝形鋼を用いたが、これ以外にリップ無し溝形鋼を用いたり、角形鋼を用いたり、L型鋼を用いたり、帯鋼板を用いたりすることも可能である。   In the above embodiment, the lip grooved steel is used as the base horizontal member, but other than this, a lipless grooved steel, a square steel, an L-shaped steel, a strip steel plate, etc. It is also possible to do.

・上記実施形態では、建物の外壁パネルとして用いられる壁体に本発明を具体化したが、これ以外に、建物の間仕切壁として用いられる壁体に本発明を具体化することも可能である。すなわち、本発明を、建物の非構造体である壁体に適用してもよい。   In the above embodiment, the present invention is embodied in a wall body that is used as an outer wall panel of a building. However, the present invention can also be embodied in a wall body that is used as a partition wall of a building. That is, the present invention may be applied to a wall that is a non-structural body of a building.

・上記実施形態では、枠体として薄板軽量形鋼(溝形鋼)を用いたスチールハウス用の壁体に本発明を適用したが、これ以外に、木質系の枠組壁工法で構築された建物の壁体に本発明を適用することも可能である。この場合、壁体の枠体は、木質の角材により構成される。   -In the said embodiment, although this invention was applied to the wall for steel houses which used the thin plate lightweight shape steel (groove-shaped steel) as a frame, the building constructed | assembled by the wooden frame wall construction method besides this It is also possible to apply the present invention to the wall body. In this case, the frame of the wall body is composed of a wooden square.

10…壁体、11…枠体、12…上枠ランナ、13…下枠ランナ、14…スタッド、15,16…壁面材、15a,16a…板材、25…下地横架材、26…支持具(固定支持材)、28…張替板材(張替用壁面材)、31…下地横架材、32…支持具(固定支持材)。   DESCRIPTION OF SYMBOLS 10 ... Wall body, 11 ... Frame body, 12 ... Upper frame runner, 13 ... Lower frame runner, 14 ... Stud, 15, 16 ... Wall surface material, 15a, 16a ... Plate material, 25 ... Base horizontal material, 26 ... Support (Fixed support material), 28 ... tension plate material (wall material for tension), 31 ... base horizontal material, 32 ... support (fixed support material).

Claims (8)

建物の壁体として、上下一対となる上枠ランナ及び下枠ランナと、それら両ランナの間に所定間隔で設けられる複数のスタッドとからなる枠体を有し、該枠体を挟んで両側に壁面材が固定されてなる構造を有し、その壁体について前記壁面材の一部を張り替える張替方法であって、
張替対象となる前記壁面材を、前記複数のスタッドのうち一のスタッドから他のスタッドに至るまでの範囲で切除する第1工程と、
その後、前記壁面材を切除した部位において、隣り合うスタッドに対して両端をそれぞれ固定した状態で下地横架材を取り付ける第2工程と、
その後、前記壁面材を切除した部位において、前記下地横架材に対して張替用壁面材を固定する第3工程と、
を有することを特徴とする壁面材の張替方法。
As a building wall, it has a frame body composed of a pair of upper and lower frame runners and a plurality of studs provided at predetermined intervals between the two runners, and on both sides of the frame body It has a structure in which a wall surface material is fixed, and is a re-stretching method for re-slacking a part of the wall surface material for the wall body,
A first step of cutting the wall material to be repositioned in a range from one stud to another stud among the plurality of studs;
Then, in the part where the wall surface material is excised, a second step of attaching the base horizontal member with both ends fixed to the adjacent studs, and
Thereafter, in the site where the wall material is excised, a third step of fixing the wall material for restretching to the base horizontal member;
A wall surface material replacement method characterized by comprising:
前記第2工程は、
前記第1工程での前記壁面材の切除により露出された前記スタッドに対して、隣り合うスタッド同士の間から支持具を取り付ける工程と、
該取り付けた支持具に、前記スタッドと前記下地横架材との壁面材張替側の側面部が面一となるように前記下地横架材を取り付ける工程と、
を含むことを特徴とする請求項1に記載の壁面材の張替方法。
The second step includes
Attaching the support from between adjacent studs to the stud exposed by excision of the wall material in the first step; and
The step of attaching the base horizontal member to the attached support so that the side surface portion of the stud and the base horizontal member on the wall surface material replacement side is flush,
The wall surface material replacement method according to claim 1, comprising:
前記スタッド及び前記下地横架材は溝形鋼よりなり、
前記第2工程は、
前記支持具としてのアングル材を、その一辺部が前記スタッドのウエブ部分に当接し、他辺部が隣り合うスタッド同士の間の中央部側に延びる状態で、前記スタッドに固定する工程と、
前記アングル材の他辺部に、前記下地横架材を取り付ける工程と、
を含むことを特徴とする請求項2に記載の壁面材の張替方法。
The stud and the base horizontal member are made of channel steel,
The second step includes
Fixing the angle material as the support to the stud, with one side abutting against the web portion of the stud and the other side extending toward the center between adjacent studs;
Attaching the base horizontal member to the other side of the angle member;
The wall surface material replacement method according to claim 2, further comprising:
前記第2工程では、前記スタッドの壁面材張替側の側面部において、上下方向に見て片側一部分を、切除されずに残った前記壁面材に重なる部分、残り部分を、新たに前記張替用壁面材を重ね合わせる部分となるように前記下地横架材を取り付けることを特徴とする請求項1乃至3のいずれか1項に記載の壁面材の張替方法。   In the second step, in the side surface portion of the stud on the wall surface material replacement side, a part of one side viewed in the vertical direction is overlapped with the wall material remaining without being cut, and the remaining part is newly replaced by the replacement The method of replacing a wall surface material according to any one of claims 1 to 3, wherein the base horizontal member is attached so as to be a portion where the wall surface material is overlapped. 前記第1工程では、前記スタッドの壁面材張替側の側面部において、横方向に見て片側一部分を、前記壁面材を非切除とする領域、残り部分を、前記壁面材を切除する領域とし、該切除する領域について前記壁面材を切除することを特徴とする請求項1乃至4のいずれか1項に記載の壁面材の張替方法。   In the first step, in the side surface portion of the stud on the wall surface material replacement side, a part of one side when viewed in the lateral direction is a region where the wall surface material is not cut, and the remaining portion is a region where the wall surface material is cut. The wall surface material replacement method according to any one of claims 1 to 4, wherein the wall surface material is excised from the region to be excised. 前記壁体は、枠組壁工法で構築される建物の外壁部に耐力壁として用いられるものであり、
該建物において、前記壁体の屋内側の壁面には、該壁面に対して交差する向きで天井面材が固定されており、
前記壁面材において前記天井面材の固定位置よりも下方で、前記壁面材の張替を行うことを特徴とする請求項1乃至5のいずれか1項に記載の壁面材の張替方法。
The wall body is used as a load-bearing wall on the outer wall portion of a building constructed by a framework wall construction method,
In the building, a ceiling surface material is fixed to the wall surface on the indoor side of the wall body in a direction intersecting with the wall surface,
The wall surface material replacement method according to any one of claims 1 to 5, wherein the wall surface material is replaced below the fixing position of the ceiling surface material in the wall surface material.
前記壁体は、前記複数のスタッドとして、前記壁面材の周縁部に配置される第1スタッドと、周縁部以外に配置される第2スタッドとを有し、前記第1スタッドに対して前記壁面材をビス固定する固定間隔は、前記第2スタッドに対して前記壁面材をビス固定する固定間隔よりも小さくなっており、
前記第3工程において、前記張替用壁面材を前記スタッド及び前記下地横架材に固定する場合に、前記第1スタッドに対して前記壁面材をビス固定する固定間隔と同じ固定間隔で、前記張替用壁面材をビス固定することを特徴とする請求項6に記載の壁面材の張替方法。
The wall body includes, as the plurality of studs, a first stud disposed at a peripheral portion of the wall surface material and a second stud disposed other than the peripheral portion, and the wall surface with respect to the first stud. The fixing interval for fixing the screw to the material is smaller than the fixing interval for fixing the wall member to the second stud.
In the third step, when the wall surface material for replacement is fixed to the stud and the base horizontal member, at the same fixing interval as the fixing interval for fixing the wall surface material to the first stud, The wall surface material replacement method according to claim 6, wherein the wall surface material for replacement is screw-fixed.
請求項1乃至7のいずれかに記載の壁面材の張替方法により前記壁面材が張り替えられた壁体。   The wall body by which the said wall surface material was replaced by the replacement method of the wall surface material in any one of Claims 1 thru | or 7.
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