JP7326936B2 - Resin face material - Google Patents
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- JP7326936B2 JP7326936B2 JP2019125266A JP2019125266A JP7326936B2 JP 7326936 B2 JP7326936 B2 JP 7326936B2 JP 2019125266 A JP2019125266 A JP 2019125266A JP 2019125266 A JP2019125266 A JP 2019125266A JP 7326936 B2 JP7326936 B2 JP 7326936B2
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Description
本発明は、壁等に用いる樹脂製面材に関する。 TECHNICAL FIELD The present invention relates to a resin face material used for walls and the like.
建物外壁等に天然石で構成された面材が仕上げ材として用いられる場合がある。面材を躯体に取り付ける工法として、湿式工法と乾式工法とがある。湿式工法は、面材を引き金で下地に緊結し、面材と躯体との間に裏込めモルタルで充填する工法である。一方、乾式工法は、面材をファスナにより一枚ずつ荷重を受ける方法で躯体に取り付ける工法である。また、天然石の代わりに人工大理石等の樹脂製面材を用いることもある。この樹脂製面材は、天然石に比べて密度が小さく、曲げ強度が大きいことから、板厚を薄くすることができる。そして、軽量化を図ることができるため、同じ重さであれば、一枚あたりの面積を大きくすることができる。このような樹脂製面材の壁面の施工方法についても検討されている(例えば、特許文献1)。この文献に記載された壁面の施工方法では、壁または下地(パネル)に係止部と固着部を備えた止め金具を固定し、所定の大きさにカットした人工大理石壁材の両端または片端に設けた溝を、上記止め金具の係止部に嵌合係止する。 Face materials made of natural stone are sometimes used as finishing materials for exterior walls of buildings and the like. There are wet construction method and dry construction method as construction methods for attaching the face material to the building frame. The wet construction method is a construction method in which the face material is tied to the base with a trigger, and the space between the face material and the frame is filled with back-filling mortar. On the other hand, the dry construction method is a construction method in which face materials are attached to the frame by a method of receiving a load one by one using fasteners. In some cases, a resin face material such as artificial marble is used instead of natural stone. Since this resin face material has a lower density and a higher bending strength than natural stone, the plate thickness can be reduced. Further, since the weight can be reduced, the area per sheet can be increased if the weight is the same. A method for constructing a wall surface of such a resin-made face material has also been studied (for example, Patent Document 1). In the wall construction method described in this document, fasteners having locking portions and fixing portions are fixed to a wall or base (panel), and artificial marble wall materials cut to a predetermined size are attached to both ends or one end. The provided groove is fitted and locked to the locking portion of the fastener.
また、ダボピンを用いた壁材の固定方法も知られている(例えば、特許文献2)。この文献に記載された施工構造では、上段側壁材の下面及び下段側壁材の上面に穿設されたダボ穴にダボピンが挿入され、躯体壁面に取り付けられた取付金具にダボピンが係止される。 A method of fixing wall materials using dowel pins is also known (for example, Patent Document 2). In the construction structure described in this document, dowel pins are inserted into dowel holes drilled in the lower surface of the upper side wall material and the upper surface of the lower side wall material, and the dowel pins are engaged with mounting brackets attached to the wall surface of the building frame.
しかしながら、板厚が薄いと、ダボピンの固定耐力は十分に得られない。このため、想定される風荷重や地震荷重等の外力に対して、多数のダボピンが必要となる。この場合、取付ファスナの数が増えるためコスト高となる。更に、多くの取付作業が必要になるため施工性も低下する。 However, if the thickness of the plate is thin, sufficient fixing strength of the dowel pin cannot be obtained. Therefore, a large number of dowel pins are required to withstand external forces such as wind load and seismic load. In this case, the number of mounting fasteners increases, resulting in an increase in cost. Furthermore, since many mounting operations are required, workability is also reduced.
上記課題を解決するための樹脂製面材は、樹脂を含有し、構造部材に乾式工法により固定される。そして、所定厚さの中央面部と、前記中央面部の上方に連続し、前記所定厚さより厚い上方面部と、前記中央面部の下方に連続し、前記所定厚さより厚い下方面部と、前記上方面部の上側端に設けられた上側固定部と、前記下方面部の下側端に設けられた下側固定部とを備える。 A resin face material for solving the above problems contains a resin and is fixed to a structural member by a dry construction method. a central surface portion having a predetermined thickness; an upper surface portion having a thickness greater than the predetermined thickness; a lower surface portion having a thickness greater than the predetermined thickness; An upper fixing portion provided at the upper end of the face portion, and a lower fixing portion provided at the lower end of the lower surface portion.
本発明は、大型樹脂製パネルの薄厚による軽量化と、構造部材との固定部の強化を両立させることができる。 INDUSTRIAL APPLICABILITY The present invention can achieve both reduction in weight due to thinness of a large resin panel and reinforcement of a portion fixed to a structural member.
図1~図8を用いて、本実施形態の樹脂製面材及び壁施工方法を説明する。
本実施形態では、図1(a)に示す水平断面図のように、既設建物の扉D1に隣接する既設外壁BU1の外側に仕上げ材として、樹脂製面材P10,P20を設置する。図1(a)では、扉D1の片側のみを示している。図1(a)では、上方は屋外側、下方は屋内側である。なお、扉D1、既設外壁BU2に接続する領域は、柱状の樹脂製面材P30(抱き石)で覆う。図1(a)において、矢視Aから臨んだ場合、図1(b)に示すように、既設外壁BU1は樹脂製面材P10,P20で覆われる。
1 to 8, the resin face material and wall construction method of this embodiment will be described.
In this embodiment, as shown in the horizontal sectional view of FIG. 1(a), resin face materials P10 and P20 are installed as finishing materials on the outside of the existing outer wall BU1 adjacent to the door D1 of the existing building. FIG. 1(a) shows only one side of the door D1. In FIG. 1(a), the upper side is the outdoor side and the lower side is the indoor side. A region connected to the door D1 and the existing outer wall BU2 is covered with a columnar resin face material P30 (supporting stone). In FIG. 1(a), when viewed from arrow A, the existing outer wall BU1 is covered with resin face members P10 and P20 as shown in FIG. 1(b).
本実施形態では、中央面部としての樹脂製面材P10,P20に人工大理石を用いる。人工大理石は、例えば、メタクリル酸メチル樹脂等のマトリクス樹脂と、水酸化アルミニウム等のフィラーとを含有している。マトリクス樹脂とフィラーとの重量比の一例は、5:5である。ただし、マトリクス樹脂及びフィラーの種類、それらの重量比は上記例に限定されない。このような人工大理石として、例えば、厚さ12mmのコーリアン(登録商標)を用いる。本実施形態では、直平面部に樹脂製面材P10,曲平面部に樹脂製面材P20を用いる。そして、2枚の樹脂製面材P10を、樹脂製面材P20で繋げている。
図2(a)は、樹脂製面材P10の斜視図、図2(b)は、樹脂製面材P20の斜視図である。樹脂製面材P10は、厚さ12mm、高さ700mm(H1)である。図1に示すように、本実施形態では、幅が異なる2種類の樹脂製面材P10を用いており、それぞれ約1500mm(L1)及び1100mm(L3)である。樹脂製面材P20は、厚さ12mm、高さ700mmで、曲面長約500mm(L2)である。
In this embodiment, artificial marble is used for the resin-made surface materials P10 and P20 as the central surface portion. Artificial marble contains, for example, matrix resin such as methyl methacrylate resin and filler such as aluminum hydroxide. An example weight ratio of matrix resin to filler is 5:5. However, the kinds of the matrix resin and the filler and the weight ratio thereof are not limited to the above examples. Corian (registered trademark) having a thickness of 12 mm, for example, is used as such artificial marble. In this embodiment, the resin face material P10 is used for the straight plane portion, and the resin face material P20 is used for the curved plane portion. The two resin face materials P10 are connected by a resin face material P20.
FIG. 2(a) is a perspective view of the resin face material P10, and FIG. 2(b) is a perspective view of the resin face material P20. The resin face material P10 has a thickness of 12 mm and a height of 700 mm (H1). As shown in FIG. 1, in this embodiment, two types of resin face materials P10 having different widths are used, which are approximately 1500 mm (L1) and 1100 mm (L3), respectively. The resin face material P20 has a thickness of 12 mm, a height of 700 mm, and a curved surface length of about 500 mm (L2).
図2に示すように、樹脂製面材P10,P20(共通表面部)に対して、裏面側に、面材と同じ材質からなる桟木20(増厚部)が設けられている。桟木20は、樹脂製面材P10,P20の上端辺及び下端辺の全長に亘って、それぞれ2枚重ねた人工大理石が、共材で面接合されて一体となる。桟木20を構成する各人工大理石は、厚さ12mmで高さ100mmである。上端辺の桟木20は、樹脂構成面材であり、樹脂製面材とともに中央面部の上方に連続した上方面部を構成する。また、下端辺の桟木20は、樹脂構成面材であり、樹脂製面材とともに中央面部の下方に連続した下方面部を構成する。樹脂製面材P10,P20の上端、下端における上方面部、下方面部は、中央面部と面一で共通の表面(小口面)を構成し、所定厚さの中央面部よりも厚くなっている。 As shown in FIG. 2, crosspieces 20 (thickened portions) made of the same material as the face members are provided on the back side of the resin face members P10 and P20 (common surface portions). The crosspiece 20 is formed by joining two layers of artificial marble together over the entire length of the upper and lower sides of the resin-made face members P10 and P20 by surface-joining them with a common material. Each artificial marble forming crosspiece 20 has a thickness of 12 mm and a height of 100 mm. The crosspiece 20 on the upper end side is a resin-constituting face material, and together with the resin-made face material, constitutes an upper surface portion that is continuous above the central surface portion. The crosspiece 20 on the lower end side is a resin-constituting face material, and together with the resin-made face material, constitutes a lower face portion that is continuous below the central face portion. The upper and lower surface portions at the upper and lower ends of the resin surface materials P10 and P20 are flush with the central surface portion to form a common surface (edge surface), and are thicker than the central surface portion having a predetermined thickness. .
図1(a)に示すように、樹脂製面材P10,P20の設置場所(施工現場)に、H形鋼からなる複数の下地鋼材PL1(構造部材)を立設させる。そして、下地鋼材PL1に、水平方向に取付鋼材11を配置する。この取付鋼材11は、建物躯体の外側に立設された下地鋼材PL1に対して、樹脂製面材P10,P20の高さに応じて固定される。本実施形態では、取付鋼材11として、リップ溝形鋼(C形鋼)を用いる。そして、樹脂製面材P10,P20は、固定材10を介して、水平方向に配置された取付鋼材11に固定される。 As shown in FIG. 1(a), a plurality of base steel materials PL1 (structural members) made of H-shaped steel are erected at installation locations (construction sites) of resin face materials P10 and P20. Then, the attachment steel material 11 is arranged horizontally on the base steel material PL1. The mounting steel material 11 is fixed to the base steel material PL1 erected outside the building frame according to the height of the resin face materials P10 and P20. In this embodiment, a lip channel steel (C-shaped steel) is used as the mounting steel material 11 . The resin face members P10 and P20 are fixed to mounting steel members 11 arranged in the horizontal direction via fixing members 10. As shown in FIG.
図3は、上下の樹脂製面材P10の取付時の側部断面図、図4(a)は取付部分の要部拡大図、図4(b)はダボピン近傍の拡大図である。
図3に示すように、樹脂製面材P10は、床f1と軒裏e1との間に配置される。図3、図4は、樹脂製面材P10について例示しているが、樹脂製面材P20についても同じ方法で固定される。
取付鋼材11には、取付プレート122を固定する。この取付プレート122に対して、水平面と垂直面とを有するL字形状の鋼材からなるファスナ13を固定する。床f1に載置された最下部のファスナ13aは、配置場所に応じて、L字形状から変形されている。
FIG. 3 is a side cross-sectional view of the upper and lower resin face members P10 when they are attached, FIG. 4(a) is an enlarged view of the main part of the attachment portion, and FIG. 4(b) is an enlarged view of the vicinity of the dowel pin.
As shown in FIG. 3, the resin face material P10 is arranged between the floor f1 and the eaves e1. Although FIGS. 3 and 4 illustrate the resin face material P10, the resin face material P20 is also fixed by the same method.
A mounting plate 122 is fixed to the mounting steel member 11 . An L-shaped steel fastener 13 having a horizontal surface and a vertical surface is fixed to the mounting plate 122 . The lowermost fastener 13a placed on the floor f1 is deformed from the L shape depending on the place of arrangement.
本実施形態では、図4(a)に示すように、樹脂製面材P10を構造部材(下地鋼材PL1)を固定する固定材10として、取付プレート121,122、ファスナ13、嵌合具15、ダボピン30を用いる。
ファスナ13は、ボルト及びナットからなる嵌合具15により、取付鋼材11に固定される。本実施形態では、取付鋼材11のフランジ部に、嵌合具15で取付プレート121,122を挟持させ、更に、嵌合具15でファスナ13を固定する。取付プレート122とファスナ13の鉛直面との間にモルタルM1を挿入して接合部の固定をより強固にする。このファスナ13の水平面には、貫通孔131が設けられており、この貫通孔131にはダボピン30を貫通させる。この貫通孔131は、直径8mmの丸孔であり、ダボピン30は直径6mmの円筒形状を有する。
In this embodiment, as shown in FIG. 4(a), a resin face material P10 is used as a fixing material 10 for fixing a structural member (base steel material PL1), mounting plates 121 and 122, fasteners 13, fittings 15, A dowel pin 30 is used.
The fastener 13 is fixed to the mounting steel material 11 by a fitting 15 consisting of a bolt and nut. In this embodiment, the mounting plates 121 and 122 are sandwiched between the flange portions of the mounting steel material 11 by the fittings 15 , and the fasteners 13 are fixed by the fittings 15 . A mortar M1 is inserted between the mounting plate 122 and the vertical surface of the fastener 13 to make the joint stronger. A through hole 131 is provided on the horizontal surface of the fastener 13, and the dowel pin 30 is passed through the through hole 131. As shown in FIG. This through hole 131 is a round hole with a diameter of 8 mm, and the dowel pin 30 has a cylindrical shape with a diameter of 6 mm.
図4(b)に示すように、樹脂製面材P10、桟木20の上面及び下面の小口面には、それぞれ直径8mmの第1のダボ穴211、第2のダボ穴212を設ける。この第1のダボ穴211、第2のダボ穴212は、2枚の人工大理石からなる桟木20と樹脂製面材P10において、中間の人工大理石に設けられる。そして、第1のダボ穴211、第2のダボ穴212の径を人工大理石の厚みより小さくすることにより、第1のダボ穴211、第2のダボ穴212が樹脂製面材の接合面に露出せず、樹脂製面材間の接着面積を広く確保することができる。この第1のダボ穴211には、エポキシ系接着剤を充填し、ダボピン30を挿入して固定する。そして、ファスナ13に設けられた貫通孔131に、ダボピン30を貫通させる。ファスナ13を貫通したダボピン30を、上段に配置される樹脂製面材P10の桟木20の第2のダボ穴212に挿入する。このダボピン30によって、下段の樹脂製面材P10と上段の樹脂製面材P10とが、ファスナ13を介して、取付鋼材11、下地鋼材PL1に固定される。ここで、下段の樹脂製面材P10の上端辺の桟木20の第1のダボ穴211が形成される場所が上側固定部を構成し、下端辺の桟木20の第2のダボ穴212が形成される場所が下側固定部を構成する。なお、下段の樹脂製面材P10と下段の樹脂製面材P10との間の隙間には、シール材S1を埋め込む。 As shown in FIG. 4(b), a first dowel hole 211 and a second dowel hole 212 having a diameter of 8 mm are provided on the upper and lower edges of the resin facing material P10 and crosspiece 20, respectively. The first dowel hole 211 and the second dowel hole 212 are provided in the intermediate artificial marble between the crosspiece 20 made of two artificial marbles and the resin face material P10. By making the diameters of the first dowel holes 211 and the second dowel holes 212 smaller than the thickness of the artificial marble, the first dowel holes 211 and the second dowel holes 212 have a joint surface of the resin surface material. It is possible to secure a wide bonding area between the resin face materials without exposing to the surface. The first dowel hole 211 is filled with epoxy adhesive, and the dowel pin 30 is inserted and fixed. Then, the dowel pin 30 is passed through the through hole 131 provided in the fastener 13 . The dowel pin 30 passing through the fastener 13 is inserted into the second dowel hole 212 of the crosspiece 20 of the resin face member P10 arranged on the upper stage. The dowel pins 30 fix the lower resin face material P10 and the upper resin face material P10 to the mounting steel material 11 and the base steel material PL1 via fasteners 13 . Here, the place where the first dowel hole 211 of the crosspiece 20 on the upper end side of the lower resin surface material P10 is formed constitutes the upper fixing part, and the second dowel hole 212 of the crosspiece 20 on the lower end side is formed. The place where it is attached constitutes the lower fixed part. A sealing material S1 is embedded in the gap between the lower resin surface material P10 and the lower resin surface material P10.
図5(a)は、下段の樹脂製面材P10,P20を取り付け、ファスナ13を貫通したダボピン30を固定した状態の上面図、(b)は斜視図である。図5(b)に示すように、隣接する樹脂製面材P10、P20の間には、隙間GA1が生じる。この隙間GA1も、図5(a)に示すように、シール材S1で埋める。
第1のダボ穴211に、エポキシ系接着剤でダボピン30を固定し、樹脂製面材P10,P20に桟木20を共材で接着した試験体での固定耐力試験において、母材破壊の破壊荷重(約940N)を測定した。そして、破壊荷重の平均値の所定割合(70%)で、単位面積当たりの風圧力(180Kgf/m^2)と樹脂製面材の面積から算出される総圧力の3倍値の耐力を維持するために必要なダボ本数を算出する。
FIG. 5(a) is a top view of a state in which the lower resin face members P10 and P20 are attached and the dowel pins 30 passed through the fasteners 13 are fixed, and FIG. 5(b) is a perspective view. As shown in FIG. 5(b), a gap GA1 is created between the adjacent resin-made face materials P10 and P20. This gap GA1 is also filled with a sealing material S1 as shown in FIG. 5(a).
The dowel pin 30 was fixed to the first dowel hole 211 with an epoxy adhesive, and the crosspiece 20 was adhered to the resin face materials P10 and P20 with the same material. (about 940 N) was measured. Then, at a predetermined percentage (70%) of the average value of the breaking load, the wind pressure per unit area (180Kgf/m^2) and the proof strength of three times the total pressure calculated from the area of the resin face material are maintained. Calculate the number of dowels required for
(施工方法)
図6~図8を用いて、樹脂製面材を用いた壁の施工方法を説明する。
図6(a)に示すように、施工現場で下地鋼材PL1を立設する。そして、下地鋼材PL1に取付鋼材11を取り付ける。この場合、樹脂製面材を取り付ける位置に応じて、下地鋼材PL1を立設させ、樹脂製面材の下端辺の高さ位置に応じて取付鋼材11を取り付ける。
(Construction method)
A method of constructing a wall using a resin face material will be described with reference to FIGS. 6 to 8. FIG.
As shown in FIG. 6(a), a base steel material PL1 is erected at the construction site. Then, the mounting steel material 11 is attached to the base steel material PL1. In this case, the base steel material PL1 is erected according to the position where the resin face material is attached, and the mounting steel material 11 is attached according to the height position of the lower end side of the resin face material.
次に、図6(b)に示すように、取付鋼材11に取付プレート122(121)を固定し、更にファスナ13aを取り付ける。この場合、図7(a)に示すように、配置される樹脂製面材P10の両端部近傍にファスナ13aを固定する。なお、最下層の位置では、ファスナ13aに、ダボピン30が溶接されている。
次に、図6(c)に示すように、樹脂製面材P10において、ファスナ13aの設置位置に合わせて、施工現場でダボ穴を穿孔する。そして、ファスナ13aのダボピン30を、穿孔したダボ穴に挿入して、樹脂製面材P10を立設させる。
Next, as shown in FIG. 6(b), the mounting plate 122 (121) is fixed to the mounting steel material 11, and the fastener 13a is further mounted. In this case, as shown in FIG. 7(a), fasteners 13a are fixed in the vicinity of both ends of the arranged resin face material P10. A dowel pin 30 is welded to the fastener 13a at the bottom layer.
Next, as shown in FIG. 6(c), dowel holes are drilled at the construction site in the resin face material P10 in accordance with the installation positions of the fasteners 13a. Then, the dowel pin 30 of the fastener 13a is inserted into the drilled dowel hole to erect the resin face member P10.
次に、図6(d)に示すように、樹脂製面材P10の上端部において、ダボ穴を、施工現場で穿孔し、エポキシ系接着剤を流し込み、ダボピン30を挿入する。更に、ファスナ13の貫通孔にダボピン30を貫通させる。そして、ファスナ13を、取付プレート122を介して取付鋼材11に固定する。 Next, as shown in FIG. 6(d), a dowel hole is bored at the upper end of the resin face material P10 at the construction site, an epoxy adhesive is poured, and a dowel pin 30 is inserted. Furthermore, the dowel pin 30 is passed through the through hole of the fastener 13 . Then, the fastener 13 is fixed to the mounting steel material 11 via the mounting plate 122 .
図7(b)に示すように、樹脂製面材P10,P20の第1のダボ穴211を施工現場で穿孔する。
そして、図8(a)に示すように、ダボ穴(第1のダボ穴211)にエポキシ系接着剤を流し込み、ダボピン30を挿入する。更に、ダボピン30を貫通させたファスナ13を取付鋼材11に固定する。
As shown in FIG. 7(b), the first dowel holes 211 of the resin face materials P10 and P20 are drilled at the construction site.
Then, as shown in FIG. 8A, an epoxy adhesive is poured into the dowel hole (first dowel hole 211), and the dowel pin 30 is inserted. Further, the fastener 13 through which the dowel pin 30 is passed is fixed to the mounting steel member 11 .
次に、図6(e)に示すように、2段目の樹脂製面材P10において、ファスナ13のダボピン30の位置に合わせて、ダボ穴(第2のダボ穴212)を、施工現場で穿孔する。そして、ダボ穴にエポキシ系接着剤を流し込み、ダボピン30をダボ穴に挿入して、ファスナ13で取付鋼材11に固定することにより、2段目の樹脂製面材P10を立設させる。
図8(b)に示すように、1段目の樹脂製面材P10,P20と2段目の樹脂製面材P10,P20は、このダボピン30により密着して、壁面を構成する。
次に、図6(f)に示すように、樹脂製面材P10におけるダボ穴の穿孔、ダボピン30を用いた固定を繰り返すことにより、複数段の樹脂製面材P10を立設させる。そして、樹脂製面材間の隙間には、シール材S1を充填することにより、壁を完成する。
Next, as shown in FIG. 6(e), in the second stage resin face material P10, a dowel hole (second dowel hole 212) is formed at the construction site in accordance with the position of the dowel pin 30 of the fastener 13. Perforate. Then, an epoxy-based adhesive is poured into the dowel holes, the dowel pins 30 are inserted into the dowel holes, and fixed to the mounting steel material 11 with the fasteners 13, thereby erecting the second stage resin face member P10.
As shown in FIG. 8(b), the resin face materials P10 and P20 of the first stage and the resin face materials P10 and P20 of the second stage are adhered by the dowel pins 30 to form a wall surface.
Next, as shown in FIG. 6(f), by repeating the drilling of the dowel holes in the resin face material P10 and the fixing using the dowel pins 30, the resin face material P10 is erected in a plurality of stages. Then, the wall is completed by filling the gap between the resin face members with the sealing material S1.
(作用)
上下段の樹脂製面材の上側固定部、下側固定部は、中央面部より肉厚であるため、この上側固定部、下側固定部に設けたダボ穴に挿入したダボピンにより樹脂製面材を強固に固定することができる。
(action)
Since the upper and lower fixing parts of the upper and lower resin facings are thicker than the central face, the resin facings are held together by dowel pins inserted into the dowel holes provided in the upper and lower fixing parts. can be firmly fixed.
本実施形態によれば、以下のような効果を得ることができる。
(1)本実施形態では、樹脂製面材P10,P20には、面材と同じ材質からなる桟木20が設けられている。これにより、薄い樹脂製面材P10,P20において、ダボピン30を取り付ける第1のダボ穴211、第2のダボ穴212を設けることができる。桟木20を設けた樹脂製面材P10,P20の全体重量を軽量にできるので、大面積の樹脂製面材を用いて施工性を向上させることができる。
According to this embodiment, the following effects can be obtained.
(1) In the present embodiment, the resin face members P10 and P20 are provided with crosspieces 20 made of the same material as the face members. Thereby, the first dowel hole 211 and the second dowel hole 212 for attaching the dowel pin 30 can be provided in the thin resin face members P10 and P20. Since the overall weight of the resin facings P10 and P20 provided with the crosspieces 20 can be reduced, workability can be improved by using resin facings having a large area.
(2)本実施形態では、桟木20は、樹脂製面材P10,P20と同じ材質で構成され、共材で面接合される。これにより、厚い樹脂製面材と同様の耐力を確保することができる。
(3)本実施形態では、ダボピン30が貫通したファスナ13a、13は、取付プレート122を介して、取付鋼材11に固定される。これにより、樹脂製面材P10,P20を取付鋼材11で支持することができる。
(4)本実施形態では、この第1のダボ穴211、第2のダボ穴212には、エポキシ系接着剤を充填し、ダボピン30を挿入して固定する。エポキシ系接着剤は速硬化型であるため、作業効率を上げることができる。更に、高い強度を確保できる。
(2) In the present embodiment, the crosspiece 20 is made of the same material as the resin face members P10 and P20, and is surface-joined with the same material. As a result, it is possible to ensure the same yield strength as a thick resin face material.
(3) In this embodiment, the fasteners 13 a and 13 through which the dowel pins 30 pass are fixed to the mounting steel member 11 via the mounting plate 122 . As a result, the resin face members P10 and P20 can be supported by the mounting steel members 11. As shown in FIG.
(4) In this embodiment, the first dowel hole 211 and the second dowel hole 212 are filled with an epoxy adhesive, and the dowel pin 30 is inserted and fixed. Epoxy-based adhesives are quick-curing, and therefore work efficiency can be improved. Furthermore, high strength can be ensured.
本実施形態は、以下のように変更して実施することができる。本実施形態及び以下の変更例は、技術的に矛盾しない範囲で互いに組み合わせて実施することができる。
・上記実施形態における樹脂製面材、ダボピン、ダボ穴等の寸法は例示であり、これらに限定されるものではない。
・上記実施形態では、桟木20の第1のダボ穴211、第2のダボ穴212に挿入したダボピン30を用いて、上下段の樹脂製面材を固定した。ダボピン30を用いる領域に桟木を設ければ、上下段に限定されるものではない。また、固定方法も、ダボピン30を用いる方法に限定されない。例えば、上下段の桟木の裏面(下側固定部及び上側固定部)に固定された固定材で橋渡しして、この固定材を構造部材で支持させてもよい。
This embodiment can be implemented with the following modifications. This embodiment and the following modified examples can be implemented in combination with each other within a technically consistent range.
- The dimensions of the resin face material, the dowel pin, the dowel hole, etc. in the above embodiment are examples, and are not limited to these.
In the above embodiment, the dowel pins 30 inserted into the first dowel holes 211 and the second dowel holes 212 of the crosspiece 20 are used to fix the upper and lower resin facings. As long as crosspieces are provided in the area where the dowel pins 30 are used, it is not limited to the upper and lower stages. Also, the fixing method is not limited to the method using the dowel pin 30 . For example, a fixing material fixed to the back surface (lower fixing part and upper fixing part) of the upper and lower crosspieces may be used as a bridge, and the fixing material may be supported by a structural member.
・上記実施形態では、既設建物の外壁の仕上げ材として、樹脂製面材を設置する。樹脂製面材の適用場所は、既設建物の外壁に限定されるものではない。 - In the above embodiment, a resin face material is installed as a finishing material for the outer wall of the existing building. The application place of the resin face material is not limited to the outer wall of the existing building.
・上記実施形態では、桟木20を、樹脂製面材P10,P20の上端辺及び下端辺に、2枚重ねて接着する。上端辺及び下端辺に限定されるものではない。樹脂製面材の端辺全体に連続して設けたり、端辺の一部に設けたりしてもよい。
また、桟木20の構成は、樹脂製面材P10,P20を2枚重ねて接着する構成に限定されるものではない。
・上記実施形態では、樹脂製面材において、ファスナの設置位置に合わせて、施工現場でダボ穴を穿孔する。ダボ穴の穿孔は、現場で行なう場合に限定されるものではない。例えば、工場等において、樹脂製面材にダボ穴を予め穿孔しておいてもよい。
- In the above-described embodiment, two crosspieces 20 are laminated and adhered to the upper edge and lower edge of the resin face materials P10 and P20. It is not limited to the upper edge side and the lower edge side. It may be provided continuously over the entire edge of the resin face material, or may be provided on a part of the edge.
Further, the structure of the crosspiece 20 is not limited to the structure in which two resin face materials P10 and P20 are laminated and adhered.
- In the above embodiment, dowel holes are drilled at the construction site in accordance with the installation positions of the fasteners in the resin face material. The drilling of dowel holes is not limited to on-site operations. For example, in a factory or the like, dowel holes may be pre-drilled in the resin face material.
P10,P20,P30…樹脂製面材、PL1…下地鋼材、10…固定材、11…取付鋼材、121,122…取付プレート、13,13a…ファスナ、131…貫通孔、15…嵌合具、20…桟木、211…第1のダボ穴、212…第2のダボ穴、30…ダボピン。 P10, P20, P30... Resin face material, PL1... Base steel material, 10... Fixing material, 11... Mounting steel material, 121, 122... Mounting plate, 13, 13a... Fastener, 131... Through hole, 15... Fitting tool, 20... Crosspiece, 211... First dowel hole, 212... Second dowel hole, 30... Dowel pin.
Claims (2)
所定厚さの中央面部と、
前記中央面部の上方に連続し、前記所定厚さより厚い上方面部と、
前記中央面部の下方に連続し、前記所定厚さより厚い下方面部と、
前記上方面部の上側端に設けられた上側固定部と、
前記下方面部の下側端に設けられた下側固定部と、
前記上方面部及び前記下方面部は、前記中央面部と共通して表面を構成し、
前記所定厚さを有する共通表面部と、前記共通表面部の裏面側に増厚された増厚部である桟木と、を有し、
前記増厚部は、前記共通表面部と共通の樹脂を含有する1つ又は複数の樹脂構成面材を重ねて構成され、
前記共通表面部と前記樹脂構成面材とは、前記樹脂で接着されており、
前記上側固定部は、前記上方面部の上側端において、乾式工法による固定に使用される第1のダボ穴を形成可能に構成され、
前記下側固定部は、前記下方面部の下側端において、乾式工法による固定に使用される第2のダボ穴を形成可能に構成されている
樹脂製面材。 A resin face material containing resin and fixed to a structural member by a dry construction method,
a central surface portion having a predetermined thickness;
an upper surface portion continuous above the central surface portion and thicker than the predetermined thickness;
a lower surface portion continuous below the central surface portion and thicker than the predetermined thickness;
an upper fixing portion provided at the upper end of the upper surface portion;
a lower fixing portion provided at the lower end of the lower surface portion;
The upper surface portion and the lower surface portion form a common surface with the central surface portion,
a common surface portion having the predetermined thickness;
The thickened portion is configured by stacking one or more resin-constituting face materials containing a common resin with the common surface portion,
The common surface portion and the resin-constituting surface material are bonded with the resin,
The upper fixing part is configured to be able to form a first dowel hole used for fixing by a dry method at the upper end of the upper surface part,
The lower fixing portion is configured to be capable of forming a second dowel hole used for fixing by a dry method at the lower end of the lower surface portion.
Resin face material.
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