JP2023184263A - Finishing structure - Google Patents

Finishing structure Download PDF

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JP2023184263A
JP2023184263A JP2022098316A JP2022098316A JP2023184263A JP 2023184263 A JP2023184263 A JP 2023184263A JP 2022098316 A JP2022098316 A JP 2022098316A JP 2022098316 A JP2022098316 A JP 2022098316A JP 2023184263 A JP2023184263 A JP 2023184263A
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finishing
base material
finishing material
joints
structure according
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恭章 佐藤
Yasuaki Sato
敬太郎 杉田
Keitaro Sugita
拡 ▲高▼橋
Hiroshi Takahashi
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

To provide a finishing structure capable of suppressing cracks in a board material formed by stacking multiple sheets of board material.SOLUTION: The finishing structure includes: a plate-like base material 22 fixed to a support member (ceiling joist 18) that is fixed to the skeleton; a plate-shaped finishing material 24 fixed to the base material 22 with joints placed in different positions from the joints of the base material 22; and a strip member 26 bonded to the finishing material 24 while spanning the joints of the finishing material 24 for suppressing the opening of the joints of the finishing material 24.SELECTED DRAWING: Figure 3

Description

本開示は、仕上構造に関する。 The present disclosure relates to finished structures.

下記特許文献1には、接着剤を用いて躯体壁に内装ボードを貼着した直貼り構造が示されている。 Patent Document 1 listed below discloses a direct attachment structure in which an interior board is attached to a frame wall using an adhesive.

特開2001-27028号公報Japanese Patent Application Publication No. 2001-27028

上記特許文献1の補強部材の直貼り構造では、内装ボードが躯体壁に直貼りされている。ここで、建材として用いられるボード類のなかには、湿度変化によって伸縮するものがある。内装ボードが湿度変化によって伸縮すると、内装ボード間の目地が拡がったり縮んだりする場合がある。躯体壁は内装ボードと比較して十分に剛性が高いため、目地の拡がりによって割れる蓋然性は低い。 In the direct attachment structure of the reinforcing member disclosed in Patent Document 1, the interior board is directly attached to the frame wall. Here, some boards used as building materials expand and contract with changes in humidity. When interior boards expand and contract due to changes in humidity, the joints between interior boards may expand or contract. The frame wall is sufficiently rigid compared to the interior boards, so there is a low probability that it will crack due to the expansion of the joints.

一方で、建物における壁や天井材は、下地材としての板材と仕上材としての板材とを重ねて二重貼り以上とする場合がある。このように複数枚の板材を重ねて配置する場合、一方の板材の目地が拡がったり縮んだりすると、目地部分にある他方の板材に曲げモーメントが発生して、他方の板材が割れる可能性がある。 On the other hand, wall and ceiling materials in buildings are sometimes double-laminated or more by stacking a board material as a base material and a board material as a finishing material. When multiple boards are arranged one on top of the other in this way, if the joints of one board expand or contract, a bending moment will occur in the other board at the joint, potentially causing the other board to crack. .

本発明は、上記事実を考慮して、板材を複数枚重ね合わせて形成された仕上構造において、板材の割れを抑制することを目的とする。 In consideration of the above-mentioned fact, the present invention aims to suppress cracking of plate materials in a finished structure formed by stacking a plurality of plate materials.

請求項1の仕上構造は、躯体に固定された支持部材に固定された板状の下地材と、前記下地材の目地と異なる位置に目地が配置された状態で前記下地材に固定された板状の仕上材と、前記仕上材の目地に跨がった状態で前記仕上材に接着され、前記仕上材の目地の開きを抑制する帯状部材と、を備える。 The finishing structure according to claim 1 includes: a plate-shaped base material fixed to a support member fixed to a building frame; and a plate fixed to the base material with joints arranged at positions different from joints of the base material. The present invention includes a finishing material having a shape of a shape, and a band-like member that is bonded to the finishing material while spanning the joints of the finishing material to suppress opening of the joints of the finishing material.

下地材と仕上材とで形成された仕上構造において、下地材と仕上材とで目地位置が異なると、例えば湿度変化で下地材と仕上材とが伸縮した際に、仕上材及び下地材には、互いに引張力が作用する。このとき、下地材の目地部分や仕上材の目地部分に曲げモーメントが発生し、仕上材又は下地材が割れることがある。 In a finished structure formed by a base material and a finishing material, if the joint positions of the base material and the finishing material are different, for example, when the base material and the finishing material expand or contract due to changes in humidity, the finishing material and the finishing material may , a tensile force acts on each other. At this time, a bending moment is generated at the joint part of the base material or the joint part of the finishing material, and the finishing material or the base material may crack.

例えば、乾燥によって下地材及び仕上材が収縮した場合、仕上材の目地部においては、仕上材が離れる方向へ移動する一方、下地材が縮む。これにより仕上材の目地部分の下地材に曲げモーメントが発生し、下地材が割れることがある。 For example, when the base material and the finishing material shrink due to drying, at the joint portion of the finishing material, the finishing material moves in the direction of separation while the base material shrinks. This creates a bending moment in the base material at the joints of the finishing material, which may cause the base material to crack.

そこで、請求項1の仕上構造においては、帯状部材を仕上材の目地に跨った状態で仕上材に接着して、仕上材の目地の開きを抑制する。これにより、下地材に発生する曲げモーメントが抑制され、下地材の割れが抑制される。 Therefore, in the finishing structure of the first aspect, the band-like member is bonded to the finishing material in a state spanning the joints of the finishing material, thereby suppressing the opening of the joints of the finishing material. As a result, the bending moment generated in the base material is suppressed, and cracking of the base material is suppressed.

請求項2の仕上構造は、請求項1に記載の仕上構造において、前記仕上材は、前記下地材より湿度変化による伸縮率が大きい。 In the finishing structure according to a second aspect of the present invention, in the finishing structure according to the first aspect, the finishing material has a larger expansion/contraction rate due to changes in humidity than the base material.

請求項2の仕上構造は、仕上材が下地材より湿度変化による伸縮率が大きい。すなわち、湿度変化によって仕上材が下地材より大きく動く。このため、帯状部材がない場合は、仕上材の目地部分において発生する曲げモーメントが、下地材と仕上材との伸縮率が同じ場合と比較して、大きくなる可能性がある。 In the finishing structure of claim 2, the finishing material has a larger expansion/contraction rate due to changes in humidity than the base material. That is, the finish material moves more than the base material due to changes in humidity. Therefore, in the absence of the strip member, the bending moment generated at the joint portion of the finishing material may be larger than that in the case where the base material and the finishing material have the same expansion/contraction rate.

しかし、帯状部材によって仕上材の目地の開きを抑制することにより、曲げモーメントを抑制できるため、効果的に下地材又は仕上材が割れることを抑制できる。 However, since the bending moment can be suppressed by suppressing the opening of the joints in the finishing material using the band-shaped member, cracking of the base material or the finishing material can be effectively suppressed.

請求項3の仕上構造は、請求項1又は2に記載の仕上構造において、前記下地材の厚みをt、前記下地材の弾性係数をEとし、前記帯状部材の厚みをt、前記帯状部材の弾性係数をEとした場合、次の式が成り立つ。
0.5≦(e)/(e
The finishing structure according to claim 3 is the finishing structure according to claim 1 or 2, wherein the thickness of the base material is t 1 , the elastic modulus of the base material is E 1 , the thickness of the strip member is t 2 , and the thickness of the base material is t 1 . When the elastic modulus of the band-shaped member is E2 , the following equation holds true.
0.5≦(e 2 t 2 E 2 )/(e 1 t 1 E 1 )

請求項3の仕上構造では、0.5≦(e)/(e)とされている。すなわち、仕上材の中心線からみて、帯状部材の軸力による曲げモーメント(eBEδ/L)が、下地材の軸力による曲げモーメント(eBEδ/L)の0.5倍以上であり、0.5≦(e)/(e)という関係が成り立つ。各種材料物性等のバラツキを考慮して、下地材の発生応力を破壊応力の半分程度とするには、下地材及び帯状部材の剛性バランスがこの関係を満たすことが好ましい。これにより、下地材が割れることを抑制できる。なお、B、δ、Lについては後述する。 In the finished structure of claim 3, 0.5≦(e 2 t 2 E 2 )/(e 1 t 1 E 1 ). In other words, when viewed from the center line of the finishing material, the bending moment due to the axial force of the strip member (e 2 t 2 BE 2 δ/L) is equal to the bending moment due to the axial force of the base material (e 1 t 1 BE 1 δ/L) The relationship is 0.5≦(e 2 t 2 E 2 )/(e 1 t 1 E 1 ). In order to make the stress generated in the base material about half of the breaking stress, taking into consideration variations in physical properties of various materials, it is preferable that the rigidity balance of the base material and the strip member satisfy this relationship. This can prevent the base material from cracking. Note that B, δ, and L will be described later.

請求項4の仕上構造は、請求項1又は2に記載の仕上構造において、前記下地材及び前記仕上材を接着する接着剤と、前記仕上材及び前記帯状部材を接着する接着剤とが、同じ接着剤である。 The finishing structure according to claim 4 is the finishing structure according to claim 1 or 2, wherein the adhesive for bonding the base material and the finishing material is the same as the adhesive for bonding the finishing material and the strip-shaped member. It is an adhesive.

請求項4の仕上構造では、下地材及び仕上材を接着する接着剤と、仕上材及び帯状部材を接着する接着剤とが、同じ接着剤である。このため、下地材及び帯状部材の伸縮量が、接着剤の弾性の違いに影響を受けることを抑制できる。 In the finishing structure according to the fourth aspect, the adhesive for bonding the base material and the finishing material and the adhesive for bonding the finishing material and the strip member are the same adhesive. Therefore, it is possible to suppress the amount of expansion and contraction of the base material and the strip member from being affected by the difference in elasticity of the adhesive.

請求項5の仕上構造は、請求項1又は2に記載の仕上構造において、前記下地材及び前記仕上材は天井面を形成する。 A finishing structure according to a fifth aspect of the invention is the finishing structure according to the first or second aspect, in which the base material and the finishing material form a ceiling surface.

請求項5の仕上構造では、下地材及び仕上材が天井面を形成している。天井面は壁面と比較して、大面積となりやすい。このため、面材1枚当たりの面積が大きくなり易く、吸水や乾燥による伸縮量が大きくなり易い。この仕上構造では、このように伸縮量が大きい場合でも、効果的に内側ボードが割れることを抑制できる。 In the finishing structure of claim 5, the base material and the finishing material form a ceiling surface. The ceiling surface tends to have a larger area than the wall surface. For this reason, the area of each face material tends to increase, and the amount of expansion and contraction due to water absorption and drying tends to increase. With this finished structure, even when the amount of expansion and contraction is large, it is possible to effectively suppress cracking of the inner board.

請求項6の仕上構造は、請求項1又は2に記載の仕上構造において、前記帯状部材の前記仕上材に対する接着幅は、前記仕上材の厚みの3倍以上である。 According to a sixth aspect of the present invention, in the finishing structure according to the first or second aspect, the adhesive width of the strip member to the finishing material is three times or more the thickness of the finishing material.

請求項6の仕上構造では、帯状部材の仕上材に対する接着幅は、仕上材の厚みの3倍以上である。これにより、仕上材から帯状部材へ応力がスムーズに伝達される。 In the finishing structure according to claim 6, the adhesive width of the strip member to the finishing material is three times or more the thickness of the finishing material. This allows stress to be smoothly transmitted from the finishing material to the strip member.

本発明によると、板材を複数枚重ね合わせて形成された仕上構造において、板材の割れを抑制することができる。 According to the present invention, in a finished structure formed by stacking a plurality of plate materials, cracking of the plate materials can be suppressed.

本発明の実施形態に係る仕上構造の一例としての天井構造を示す斜視図である。FIG. 1 is a perspective view showing a ceiling structure as an example of a finished structure according to an embodiment of the present invention. 本発明の実施形態に係る仕上構造の一例としての天井構造の分解斜視図である。FIG. 1 is an exploded perspective view of a ceiling structure as an example of a finished structure according to an embodiment of the present invention. 本発明の実施形態に係る仕上構造を示す断面図である。FIG. 2 is a sectional view showing a finished structure according to an embodiment of the present invention. (A)は本発明の実施形態に係る仕上構造の湿度による変形前の状態を示す断面図であり、(B)は変形しようとした際に作用する軸力を示す断面図である。(A) is a cross-sectional view showing a state of the finished structure according to the embodiment of the present invention before deformation due to humidity, and (B) is a cross-sectional view showing the axial force that acts when the finished structure attempts to deform. (A)は比較例に係る面部材の湿度による変形前の状態を示す断面図であり、(B)は変形後の状態を示す断面図である。(A) is a sectional view showing a state of a surface member according to a comparative example before deformation due to humidity, and (B) is a sectional view showing a state after deformation.

以下、本発明の実施形態に係る仕上構造について、図面を参照しながら説明する。各図面において同一の符号を用いて示される構成要素は、同一の構成要素であることを意味する。但し、明細書中に特段の断りが無い限り、各構成要素は一つに限定されず、複数存在してもよい。 Hereinafter, a finished structure according to an embodiment of the present invention will be described with reference to the drawings. Components indicated using the same reference numerals in each drawing mean the same components. However, unless otherwise specified in the specification, each component is not limited to one, and a plurality of components may exist.

また、各図面において重複する構成及び符号については、説明を省略する場合がある。なお、本開示は以下の実施形態に限定されるものではなく、本開示の目的の範囲内において構成を省略する又は異なる構成と入れ替える等、適宜変更を加えて実施することができる。 Furthermore, descriptions of overlapping structures and symbols in each drawing may be omitted. Note that the present disclosure is not limited to the following embodiments, and can be implemented with appropriate changes such as omitting the configuration or replacing it with a different configuration within the scope of the purpose of the present disclosure.

各図面において矢印X、Yで示す方向は水平面に沿う方向であり、互いに直交している。また、矢印Zで示す方向は鉛直方向(上下方向)に沿う方向である。各図において矢印X、Y、Zで示される各方向は、互いに一致するものとする。 In each drawing, the directions indicated by arrows X and Y are along the horizontal plane and are orthogonal to each other. Further, the direction indicated by arrow Z is a direction along the vertical direction (up and down direction). It is assumed that the directions indicated by arrows X, Y, and Z in each figure coincide with each other.

<天井構造>
図1には、本発明の実施形態に係る仕上構造の一例としての天井構造が示されている。この天井構造は、支持部材10及び面部材20を備える。
<Ceiling structure>
FIG. 1 shows a ceiling structure as an example of a finished structure according to an embodiment of the present invention. This ceiling structure includes a support member 10 and a surface member 20.

(支持部材)
支持部材10は、躯体としてのスラブ(不図示)に固定された吊下げ部材であり、吊りボルト12、ハンガー14、野縁受け16及び野縁18を含んで構成されている。
(Support member)
The support member 10 is a hanging member fixed to a slab (not shown) as a frame, and includes a hanging bolt 12, a hanger 14, a field edge receiver 16, and a field edge 18.

吊りボルト12は、一例として、上端部がスラブの下面に埋設されたアンカーナットなどに捩じ込まれた全ねじボルトであり、上下方向に沿って配置されている。また、吊りボルト12は、互いに直交する2方向(X方向及びY方向)のそれぞれにおいて、所定の間隔で配置されている。 The suspension bolt 12 is, for example, a fully threaded bolt whose upper end is screwed into an anchor nut embedded in the lower surface of the slab, and is arranged along the vertical direction. Further, the hanging bolts 12 are arranged at predetermined intervals in each of two directions (X direction and Y direction) that are orthogonal to each other.

ハンガー14は、吊りボルトの下端部にナットを用いて固定された部材である。Y方向に沿って配置された複数のハンガー14には、野縁受け16が架け渡されて固定されている。 The hanger 14 is a member fixed to the lower end of the hanging bolt using a nut. A field edge receiver 16 is bridged and fixed to a plurality of hangers 14 arranged along the Y direction.

野縁受け16は、Y方向に沿って配置された長尺部材である。また、野縁受け16は、X方向に所定の間隔(吊りボルト12の間隔と等しい間隔)で配置されている。 The field edge receiver 16 is a long member arranged along the Y direction. Further, the field edge receivers 16 are arranged at predetermined intervals in the X direction (at intervals equal to the intervals between the hanging bolts 12).

野縁18は、X方向に沿って配置された長尺部材であり、野縁受け16にクリップ(不図示)を用いて固定されている。また、野縁18は、Y方向に所定の間隔(野縁受け16のX方向における間隔より狭い間隔)で配置されている。 The field edge 18 is a long member arranged along the X direction, and is fixed to the field edge receiver 16 using a clip (not shown). Further, the field edges 18 are arranged at predetermined intervals in the Y direction (an interval narrower than the distance between the field edge receivers 16 in the X direction).

(面部材)
面部材20は、下地材22、仕上材24及び帯状部材26を含んで構成され、建物の天井面を形成している。
(Face member)
The surface member 20 includes a base material 22, a finishing material 24, and a strip member 26, and forms the ceiling surface of the building.

図2に示すように、下地材22は、野縁18の下方に配置され、野縁18に固定された板材である。下地材22は、長手方向が、野縁18の延設方向と直交して配置されている。すなわち、下地材22の長手方向はY方向に沿っている。下地材22は、X方向及びY方向のそれぞれにおいて、複数枚並べて配置されている。 As shown in FIG. 2, the base material 22 is a plate material placed below the field edge 18 and fixed to the field edge 18. The base material 22 is arranged so that its longitudinal direction is orthogonal to the direction in which the field edge 18 extends. That is, the longitudinal direction of the base material 22 is along the Y direction. A plurality of base materials 22 are arranged side by side in each of the X direction and the Y direction.

また、下地材22は、石膏ボードを用いて形成され、湿度変化によって伸縮する。例えば環境湿度が上昇して含水率が高くなると、下地材22は面内方向に伸びる。一方、環境湿度が低下して含水率が低くなると、下地材22は面内方向に縮む。 Further, the base material 22 is formed using gypsum board, and expands and contracts with changes in humidity. For example, when the environmental humidity increases and the water content increases, the base material 22 stretches in the in-plane direction. On the other hand, when the environmental humidity decreases and the water content decreases, the base material 22 shrinks in the in-plane direction.

仕上材24は、下地材22の下方に配置され、接着剤によって下地材22に固定された板材である。仕上材24は、長手方向が、下地材22の長手方向と直交して配置されている。すなわち、仕上材24の長手方向はX方向に沿っている。仕上材24は、X方向及びY方向のそれぞれにおいて、複数枚並べて配置されている。 The finishing material 24 is a plate material placed below the base material 22 and fixed to the base material 22 with an adhesive. The finishing material 24 is arranged so that its longitudinal direction is orthogonal to the longitudinal direction of the base material 22. That is, the longitudinal direction of the finishing material 24 is along the X direction. A plurality of finishing materials 24 are arranged side by side in each of the X direction and the Y direction.

なお、下地材22の長手方向をX方向に沿う方向としてもよいし、仕上材24の長手方向をY方向に沿う方向としてもよい。さらに、本例では下地材22の長手方向と仕上材24の長手方向とを異なる方向としているが、これらの方向を、X方向又はY方向の何れかに揃えてもよい。 Note that the longitudinal direction of the base material 22 may be the direction along the X direction, or the longitudinal direction of the finishing material 24 may be the direction along the Y direction. Further, in this example, the longitudinal direction of the base material 22 and the longitudinal direction of the finishing material 24 are different directions, but these directions may be aligned in either the X direction or the Y direction.

仕上材24は、ケイ酸カルシウム板を用いて形成され、湿度変化によって伸縮する。例えば環境湿度が上昇して含水率が高くなると、下地材22は面内方向に伸びる。一方、環境湿度が低下して含水率が低くなると、下地材22は面内方向に縮む。 The finishing material 24 is formed using a calcium silicate plate, and expands and contracts with changes in humidity. For example, when the environmental humidity increases and the water content increases, the base material 22 stretches in the in-plane direction. On the other hand, when the environmental humidity decreases and the water content decreases, the base material 22 shrinks in the in-plane direction.

下地材22及び仕上材24の湿度変化よる伸縮率(環境湿度が1%変化した際の伸縮率)は特に限定されるものではないが、本実施形態においては、仕上材24のほうが、下地材22より伸縮率が大きい。 The expansion/contraction rate of the base material 22 and the finishing material 24 due to changes in humidity (the rate of expansion/contraction when the environmental humidity changes by 1%) is not particularly limited, but in this embodiment, the finishing material 24 is higher than the base material. The expansion/contraction rate is greater than that of No. 22.

仕上材24の1枚あたりの大きさは、下地材22の1枚あたりの大きさと等しい。但し、例えば天井の端部などにおいては、下地材22及び仕上材24は、天井下空間の面積や形状に合わせて適宜切断して用いられるため、大きさは一定ではない。 The size of each finishing material 24 is equal to the size of each base material 22. However, at the end of the ceiling, for example, the base material 22 and the finishing material 24 are cut as appropriate according to the area and shape of the space under the ceiling, so the size is not constant.

なお、仕上材24を目視した際の意匠性を考慮して、仕上材24の1枚あたりの大きさや形状は、下地材22の大きさや形状と無関係に決定してもよい。一例として、仕上材24は、所望の大きさで正方形状に形成し、格子状に配置することもできる。また、別の一例として仕上材24は、長方形状に形成し、目地が馬目地状となるように配置することもできる。さらに、仕上材24は、三角形状や六角形状などとしてもよい。 Note that the size and shape of each piece of the finishing material 24 may be determined independently of the size and shape of the base material 22, taking into consideration the aesthetic appearance of the finishing material 24 when viewed visually. As an example, the finishing material 24 can be formed into a square shape with a desired size and arranged in a grid pattern. Further, as another example, the finishing material 24 can be formed in a rectangular shape and arranged so that the joints are in the shape of horse joints. Furthermore, the finishing material 24 may have a triangular shape, a hexagonal shape, or the like.

帯状部材26は、仕上材24の目地に跨がった状態で仕上材24に接着されたテープ又は板状部材であり、仕上材24の目地の開きを抑制する。このテープ又は板状部材としては、一例として鋼材の薄板が用いられる。図4(A)に示すように、帯状部材26の仕上材24に対する接着幅Wは、仕上材24の厚みtの3倍である。下地材22及び仕上材24を接着する接着剤Gと、仕上材24及び帯状部材26を接着する接着剤Gと、は、互いに等しい接着剤である。 The strip-like member 26 is a tape or a plate-like member that is adhered to the finishing material 24 while spanning the joints of the finishing material 24, and suppresses the opening of the joints of the finishing material 24. As this tape or plate-like member, a thin plate of steel is used, for example. As shown in FIG. 4(A), the adhesive width W of the strip member 26 to the finishing material 24 is three times the thickness t3 of the finishing material 24. The adhesive G that adheres the base material 22 and the finishing material 24 and the adhesive G that adheres the finishing material 24 and the strip member 26 are the same adhesive.

なお、帯状部材26を形成する素材は特に限定されるものではなく、フィルム状のポリエステル、ポリエチレン、ポリプロピレン、フッ素、FRP(Fiber Reinforced Plastics)などを用いることができる。また、板状に形成した鉄鋼等の鉄系金属、アルミ、アルミ合金、銅、銅合金、チタン、樹脂(ポリエチレン、ポリプロピレン、ポリスチレン、ポリ塩化ビニル、ポリカーボネート、ポリエーテルエーテルケトン、エポキシ、フェノール、アクリル等)、セラミック等を用いることができる。帯状部材26の厚みは、選定する材料の弾性係数に応じて適宜決定すればよい。 Note that the material forming the band member 26 is not particularly limited, and film-like polyester, polyethylene, polypropylene, fluorine, FRP (Fiber Reinforced Plastics), etc. can be used. In addition, ferrous metals such as steel formed into plate shapes, aluminum, aluminum alloys, copper, copper alloys, titanium, resins (polyethylene, polypropylene, polystyrene, polyvinyl chloride, polycarbonate, polyether ether ketone, epoxy, phenol, acrylic etc.), ceramic, etc. can be used. The thickness of the strip member 26 may be appropriately determined depending on the elastic modulus of the selected material.

(目地構造)
上述したように、下地材22の長手方向はY方向に沿っている一方、仕上材24の長手方向はX方向に沿っている。このため、図3に示すように、下地材22の目地と仕上材24の目地とはそれぞれ異なる位置に配置される。「異なる位置」とは、下地材22及び仕上材24の面内方向と直交する方向から見て異なる位置である。
(Joint structure)
As described above, the longitudinal direction of the base material 22 is along the Y direction, while the longitudinal direction of the finishing material 24 is along the X direction. Therefore, as shown in FIG. 3, the joints of the base material 22 and the joints of the finishing material 24 are arranged at different positions. "Different positions" are different positions when viewed from a direction orthogonal to the in-plane direction of the base material 22 and the finishing material 24.

また、厳密には、下地材22の「X方向に沿う」目地と、仕上材24の「X方向に沿う」目地とが異なる位置に配置される。また、下地材22の「Y方向に沿う」目地と、仕上材24の「Y方向に沿う」目地とが異なる位置に配置される。 Moreover, strictly speaking, the joints "along the X direction" of the base material 22 and the joints "along the X direction" of the finishing material 24 are arranged at different positions. Further, the joints of the base material 22 "along the Y direction" and the joints "along the Y direction" of the finishing material 24 are arranged at different positions.

なお、下地材22及び仕上材24の大きさによっては、下地材22の「X方向に沿う」目地と、仕上材24の「X方向に沿う」目地とが部分的に同じ位置に配置される場合があるが、このような構成を含んでいてもよい。「Y方向に沿う」目地についても同様である。また、X方向に沿う目地とY方向に沿う目地とは、互いに重なっていてもよい。 Note that depending on the size of the base material 22 and the finishing material 24, the joints "along the X direction" of the base material 22 and the joints "along the X direction" of the finishing material 24 may be partially arranged at the same position. In some cases, such a configuration may be included. The same applies to joints “along the Y direction”. Furthermore, the joints along the X direction and the joints along the Y direction may overlap each other.

なお、図3においては、目地構造を把握し易くするため、下地材22及び仕上材24の厚みは、野縁18の大きさに対して誇張して描かれている。目地幅についても同様である。 Note that in FIG. 3, the thicknesses of the base material 22 and the finishing material 24 are exaggerated relative to the size of the edge 18 in order to make it easier to understand the joint structure. The same applies to the joint width.

ここで、下地材22と仕上材24とで目地位置が異なると、湿度変化で下地材22と仕上材24とが伸縮した際に、下地材22及び仕上材24には、互いに引張力が作用する。例えば、図4(A)に示すように、周辺湿度が低下することにより下地材22及び仕上材24が乾燥し、それぞれ矢印N1及びN2で示すように収縮した場合、仕上材24の目地部においては、互いに隣り合う仕上材24同士が離れる方向へ移動しようとする一方、下地材22が縮もうとする。 Here, if the joint positions of the base material 22 and the finishing material 24 are different, when the base material 22 and the finishing material 24 expand or contract due to changes in humidity, tensile forces will act on the base material 22 and the finishing material 24. do. For example, as shown in FIG. 4A, when the base material 22 and the finishing material 24 dry due to a decrease in the ambient humidity and contract as shown by arrows N1 and N2, respectively, the joint portion of the finishing material 24 While the finishing materials 24 adjacent to each other tend to move away from each other, the base material 22 tends to shrink.

これにより、図4(B)に示すように、下地材22には面内力F1が作用し、仕上材24に引っ張られる帯状部材26には面内力F2が作用する。 As a result, as shown in FIG. 4(B), an in-plane force F1 acts on the base material 22, and an in-plane force F2 acts on the strip member 26 pulled by the finishing material 24.

面内力Fは、仕上材24の目地部において下地材22に作用する軸力であり、下地材22が縮む方向に作用する。この面内力Fは、図4(A)に示すように、下地材22の厚みをt、下地材22の弾性係数をE、仕上材24の目地幅をL、目地幅変位をδ、仕上材24の目地の奥行き方向(X方向)の寸法をB(不図示)とすると、以下の(1)式で表される。 The in-plane force F1 is an axial force that acts on the base material 22 at the joint portion of the finishing material 24, and acts in the direction in which the base material 22 shrinks. As shown in FIG. 4(A), this in-plane force F 1 is defined by the thickness of the base material 22 as t 1 , the elastic modulus of the base material 22 as E 1 , the joint width of the finishing material 24 as L, and the joint width displacement as δ , when the dimension in the depth direction (X direction) of the joint of the finishing material 24 is B (not shown), it is expressed by the following equation (1).

=EB/Lδ (1) F 1 =E 1 t 1 B/Lδ (1)

一方、面内力F2は、仕上材24の目地部において帯状部材26に作用する軸力であり、帯状部材26が伸びる方向に作用する。この面内力Fは、図4(A)に示すように、帯状部材26の厚みをt、帯状部材26の弾性係数をE、仕上材24の目地幅をL、目地幅変位をδ、仕上材24の目地の奥行き方向(X方向)の寸法をB(不図示)とすると、以下の(2)式で表される。 On the other hand, the in-plane force F2 is an axial force that acts on the strip member 26 at the joint portion of the finishing material 24, and acts in the direction in which the strip member 26 extends. As shown in FIG. 4(A), this in-plane force F 2 is determined by the thickness of the strip member 26 being t 2 , the elastic modulus of the strip member 26 being E 2 , the joint width of the finishing material 24 being L, and the joint width displacement being δ , when the dimension in the depth direction (X direction) of the joint of the finishing material 24 is B (not shown), it is expressed by the following equation (2).

=EB/Lδ (2) F 2 =E 2 t 2 B/Lδ (2)

ここで、各種材料物性等のバラツキを考慮して、石膏ボードである下地材22の発生応力を破壊応力の半分程度とするには、下地材22及び帯状部材26の剛性バランスが以下の関係を満たすことが好ましい。 Here, in order to reduce the generated stress of the base material 22, which is a gypsum board, to about half of the breaking stress, taking into account variations in the physical properties of various materials, the rigidity balance of the base material 22 and the strip member 26 must be in the following relationship. It is preferable to meet the requirements.

一例として、仕上材24の中心線からみて、帯状部材26の軸力による曲げモーメントが、下地材22の軸力による曲げモーメントの0.5倍以上あることが好ましい。すなわち、仕上材24の厚さ方向の中心位置から下地材22の厚さ方向の中心位置までの距離をe、仕上材24の厚さ方向の中心位置から帯状部材26の厚さ方向の中心位置までの距離をe、仕上材24の目地幅をL、目地幅変位をδ、仕上材24の目地の奥行き方向(X方向)の寸法をB(不図示)とすると、以下の(3)式が成り立つ。 As an example, it is preferable that the bending moment due to the axial force of the strip member 26 is 0.5 times or more the bending moment due to the axial force of the base material 22 when viewed from the center line of the finishing material 24. That is, the distance from the center position in the thickness direction of the finishing material 24 to the center position in the thickness direction of the base material 22 is e 1 , and the distance from the center position in the thickness direction of the finishing material 24 to the center position in the thickness direction of the strip member 26 is e 1 . Assuming that the distance to the position is e 2 , the joint width of the finishing material 24 is L, the joint width displacement is δ, and the dimension of the joint of the finishing material 24 in the depth direction (X direction) is B (not shown), the following (3 ) formula holds true.

0.5(eBEδ/L)≦eBEδ/L (3)
すなわち、
0.5≦(e)/(e
0.5 (e 1 t 1 BE 1 δ/L)≦e 2 t 2 BE 2 δ/L (3)
That is,
0.5≦(e 2 t 2 E 2 )/(e 1 t 1 E 1 )

また、帯状部材26の軸力による曲げモーメントが、下地材22の軸力による曲げモーメントの等倍である場合、すなわち、次の(4)式が成り立つ場合は、さらに好ましい。 Further, it is more preferable that the bending moment due to the axial force of the strip member 26 is equal to the bending moment due to the axial force of the base material 22, that is, when the following equation (4) holds true.

=e (4) e 1 t 1 E 1 = e 2 t 2 E 2 (4)

<作用及び効果>
ここで、本発明の仕上構造の作用及び効果の説明に先立って、比較例について説明する。図5(A)、(B)には、比較例に係る面部材200が示されている。この面部材200を構成する下地材220と仕上材240とは、接着剤260で固定されている。また、下地材220と仕上材240とで目地位置が異なる。
<Action and effect>
Here, prior to explaining the function and effect of the finished structure of the present invention, a comparative example will be explained. FIGS. 5A and 5B show a surface member 200 according to a comparative example. A base material 220 and a finishing material 240 that constitute this surface member 200 are fixed with an adhesive 260. Further, the joint positions are different between the base material 220 and the finishing material 240.

このように下地材220と仕上材240とで目地位置が異なると、湿度変化で下地材220と仕上材240とが伸縮した際に、下地材220及び仕上材240には、互いに引張力が作用する。このとき、下地材220の目地部分や仕上材240の目地部分に曲げモーメントが発生し、下地材220又は仕上材240が割れることがある。 If the joint positions of the base material 220 and the finish material 240 are different in this way, when the base material 220 and the finish material 240 expand or contract due to changes in humidity, tensile forces will act on the base material 220 and the finish material 240 relative to each other. do. At this time, a bending moment is generated at the joints of the base material 220 and the joints of the finishing material 240, and the base material 220 or the finishing material 240 may crack.

例えば、周辺湿度が低下することにより下地材220及び仕上材240が乾燥し、それぞれ矢印N1及びN2で示すように収縮した場合、仕上材240の目地部においては、互いに隣り合う仕上材240同士が離れる方向へ移動する一方、下地材220が縮む場合がある。これにより仕上材240の目地部分の下地材220に曲げモーメントM1が発生し、下地材220が割れることがある。 For example, when the base material 220 and the finishing material 240 dry due to a decrease in ambient humidity and contract as shown by arrows N1 and N2, respectively, at the joint portion of the finishing material 240, adjacent finishing materials 240 While moving in the direction of separation, the base material 220 may shrink. As a result, a bending moment M1 is generated in the base material 220 at the joint portion of the finishing material 240, and the base material 220 may crack.

これに対して、本発明の実施形態に係る仕上構造においては、図4(A)、(B)で示すように、帯状部材26が設けられている。帯状部材26は、仕上材24の目地に跨がった状態で仕上材24に接着され、仕上材24の目地の開きを抑制している。これにより、下地材22の割れが抑制される。 On the other hand, in the finishing structure according to the embodiment of the present invention, as shown in FIGS. 4(A) and 4(B), a band-shaped member 26 is provided. The strip member 26 is bonded to the finishing material 24 in a state spanning the joints of the finishing material 24, thereby suppressing the opening of the joints of the finishing material 24. This suppresses cracking of the base material 22.

また、本発明の実施形態に係る仕上構造では、湿度変化による伸縮率は、仕上材24のほうが下地材22より大きい。すなわち、湿度変化によって仕上材24が下地材22より大きく動こうとする。これにより、仕上材24の目地部分において発生する曲げモーメントが、下地材22と仕上材24との伸縮率が同じ場合と比較して、大きくなる可能性がある。 Further, in the finished structure according to the embodiment of the present invention, the expansion/contraction rate due to changes in humidity is greater in the finishing material 24 than in the base material 22. That is, the finishing material 24 tends to move more than the base material 22 due to changes in humidity. As a result, there is a possibility that the bending moment generated at the joint portion of the finishing material 24 becomes larger than that in the case where the base material 22 and the finishing material 24 have the same expansion/contraction ratio.

しかし、仕上材24の目地に帯状部材26が跨って設けられていることにより、この曲げモーメントの発生を抑制できる。このように下地材22と仕上材24とで伸縮率が異なる場合でも、効果的に下地材22が割れることを抑制できる。 However, by providing the strip member 26 across the joints of the finishing material 24, the generation of this bending moment can be suppressed. Even if the base material 22 and the finishing material 24 have different expansion/contraction rates in this way, cracking of the base material 22 can be effectively suppressed.

また、本発明の実施形態に係る仕上構造においては、上記(3)式が成り立っている。すなわち、下地材22及び仕上材24が変位しようとした場合に、仕上材24の中心線からみて、帯状部材の軸力による曲げモーメント(eBE2δ/L)が、下地材22の軸力による曲げモーメント(eBEδ/L)の0.5倍以上ある。このため、面部材20の曲げが抑制される。これにより、下地材22が割れることを抑制できる。 Further, in the finished structure according to the embodiment of the present invention, the above formula (3) holds true. That is, when the base material 22 and the finishing material 24 are about to displace, the bending moment (e 2 t 2 BE 2 δ/L) due to the axial force of the band-shaped member, when viewed from the center line of the finishing material 24, The bending moment (e 1 t 1 BE 1 δ/L) due to the axial force is 0.5 times or more. Therefore, bending of the surface member 20 is suppressed. Thereby, cracking of the base material 22 can be suppressed.

そして、上記(4)式が成り立つ場合、すなわち、下地材の軸力による曲げモーメント(eBEδ/L)と、帯状部材の軸力による曲げモーメント(eBE2δ/L)とが等しい場合は、下地材22が割れることをさらに抑制できる。 If the above equation (4) holds, that is, the bending moment due to the axial force of the base material (e 1 t 1 BE 1 δ/L) and the bending moment due to the axial force of the strip member (e 2 t 2 BE 2 δ /L) are equal, it is possible to further suppress the base material 22 from cracking.

また、本発明の実施形態に係る仕上構造では、下地材22及び仕上材24が天井面を形成している。天井面は壁面と比較して、大面積となりやすい。このため、下地材22及び仕上材24の1枚当たりの面積が大きくなり易く、吸水や乾燥による伸縮量が大きくなり易い。この仕上構造では、このように伸縮量が大きい場合でも、効果的に下地材22又は仕上材24が割れることを抑制できる。 Further, in the finishing structure according to the embodiment of the present invention, the base material 22 and the finishing material 24 form a ceiling surface. The ceiling surface tends to have a larger area than the wall surface. For this reason, the area of each base material 22 and finishing material 24 tends to increase, and the amount of expansion and contraction due to water absorption and drying tends to increase. With this finishing structure, even when the amount of expansion and contraction is large in this way, cracking of the base material 22 or the finishing material 24 can be effectively suppressed.

また、本発明の実施形態に係る仕上構造では、帯状部材26の仕上材24に対する接着幅Wが、仕上材24の厚みtの3倍である。下地材22及び仕上材24が変位しようとした場合、仕上材24には、目地位置から仕上材24の厚みtの3倍程度の範囲に応力が発生する。この範囲に帯状部材26を接着することにより、仕上材24から帯状部材26へ応力がスムーズに伝達される。 Further, in the finishing structure according to the embodiment of the present invention, the adhesive width W of the strip member 26 to the finishing material 24 is three times the thickness t3 of the finishing material 24. When the base material 22 and the finishing material 24 try to displace, stress is generated in the finishing material 24 in a range from the joint position to about three times the thickness t3 of the finishing material 24. By adhering the strip member 26 in this range, stress is smoothly transmitted from the finishing material 24 to the strip member 26.

<変形例>
本実施形態においては、下地材22が石膏ボードであり、仕上材24がケイ酸カルシウム板であり、湿度変化による伸縮率が互いに異なっているが、本発明の実施形態はこれに限らない。
<Modified example>
In this embodiment, the base material 22 is a gypsum board, and the finishing material 24 is a calcium silicate board, and the expansion and contraction rates due to changes in humidity are different from each other, but the embodiment of the present invention is not limited to this.

例えば下地材22及び仕上材24の双方を同じ厚みの石膏ボードで構成し、双方の湿度変化による伸縮率を等しくしてもよい。面部材20をこのように構成しても、下地材22には曲げモーメントが作用するが、帯状部材26を用いることで、下地材22の割れを抑制する効果を得ることができる。また、下地材22及び仕上材24としては、木製の合板、フレキシブルボード等を用いてもよい。 For example, both the base material 22 and the finishing material 24 may be made of gypsum board of the same thickness, and both may have the same expansion/contraction rate due to changes in humidity. Even if the surface member 20 is configured in this way, a bending moment acts on the base material 22, but by using the strip member 26, it is possible to obtain the effect of suppressing cracks in the base material 22. Further, as the base material 22 and the finishing material 24, wooden plywood, flexible board, etc. may be used.

また、本実施形態においては、下地材22、仕上材24及び帯状部材26で構成される面部材20が天井面を形成しているが、本発明の実施形態はこれに限らない。例えばこの面部材20用いて壁面を形成してもよい。この際、面部材20が固定される支持部材は、一例として、躯体である壁体に固定された角型のスタッド材などである。 Further, in this embodiment, the surface member 20 composed of the base material 22, the finishing material 24, and the strip member 26 forms the ceiling surface, but the embodiment of the present invention is not limited to this. For example, this surface member 20 may be used to form a wall surface. At this time, the support member to which the surface member 20 is fixed is, for example, a square stud member fixed to a wall that is a building frame.

また、本実施形態においては、図4(A)に示す帯状部材26の仕上材24に対する接着幅Wは、仕上材24の厚みtの3倍であるが、本発明の実施形態はこれに限らない。この接着幅Wは、仕上材24と帯状部材26との間で応力を伝達する観点から、仕上材24の厚みtの3倍より大きく形成してもよい。但し、この接着幅Wは、仕上材24の厚みtの3倍未満としないことが好ましい。 In addition, in this embodiment, the adhesive width W of the strip member 26 shown in FIG. Not exclusively. From the viewpoint of transmitting stress between the finishing material 24 and the strip member 26, the bonding width W may be made larger than three times the thickness t3 of the finishing material 24. However, it is preferable that this adhesive width W is not less than three times the thickness t3 of the finishing material 24.

10 支持部材
18 野縁(支持部材)
20 面部材
22 下地材
24 仕上材
26 帯状部材
10 Supporting member 18 Norim (supporting member)
20 Surface member 22 Base material 24 Finishing material 26 Band-shaped member

Claims (6)

躯体に固定された支持部材に固定された板状の下地材と、
前記下地材の目地と異なる位置に目地が配置された状態で前記下地材に固定された板状の仕上材と、
前記仕上材の目地に跨がった状態で前記仕上材に接着され、前記仕上材の目地の開きを抑制する帯状部材と、
を備えた仕上構造。
A plate-shaped base material fixed to a support member fixed to the building frame;
a plate-shaped finishing material fixed to the base material with joints arranged at positions different from the joints of the base material;
a band-shaped member that is adhered to the finishing material in a state spanning the joints of the finishing material and suppresses opening of the joints of the finishing material;
Finished structure with.
前記仕上材は、前記下地材より湿度変化による伸縮率が大きい、請求項1に記載の仕上構造。 The finishing structure according to claim 1, wherein the finishing material has a higher expansion and contraction rate due to humidity changes than the base material. 前記仕上材の厚さ方向の中心位置から前記下地材の厚さ方向の中心位置までの距離をe、前記下地材の厚みをt、前記下地材の弾性係数をEとし、
前記仕上材の厚さ方向の中心位置から前記帯状部材の厚さ方向の中心位置までの距離をe、前記帯状部材の厚みをt、前記帯状部材の弾性係数をEとした場合、
次の式が成り立つ、請求項1又は2に記載の仕上構造。
0.5≦(e)/(e
The distance from the center position in the thickness direction of the finishing material to the center position in the thickness direction of the base material is e1 , the thickness of the base material is t1 , the elastic modulus of the base material is E1 ,
When the distance from the center position in the thickness direction of the finishing material to the center position in the thickness direction of the strip member is e2 , the thickness of the strip member is t2 , and the elastic modulus of the strip member is E2 ,
The finished structure according to claim 1 or 2, wherein the following formula holds true.
0.5≦(e 2 t 2 E 2 )/(e 1 t 1 E 1 )
前記下地材及び前記仕上材を接着する接着剤と、前記仕上材及び前記帯状部材を接着する接着剤とが、同じ接着剤である、請求項1又は2に記載の仕上構造。 The finishing structure according to claim 1 or 2, wherein the adhesive for bonding the base material and the finishing material and the adhesive for bonding the finishing material and the strip member are the same adhesive. 前記下地材及び前記仕上材は天井面を形成する、請求項1又は2に記載の仕上構造。 The finishing structure according to claim 1 or 2, wherein the base material and the finishing material form a ceiling surface. 前記帯状部材の前記仕上材に対する接着幅は、前記仕上材の厚みの3倍以上である、請求項1又は2に記載の仕上構造。

The finishing structure according to claim 1 or 2, wherein the adhesive width of the strip member to the finishing material is three times or more the thickness of the finishing material.

JP2022098316A 2022-06-17 2022-06-17 Finishing structure Pending JP2023184263A (en)

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