JP2018066223A - Outer wall material for building including stone and outer wall construction method for building using outer wall material for building - Google Patents

Outer wall material for building including stone and outer wall construction method for building using outer wall material for building Download PDF

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JP2018066223A
JP2018066223A JP2016206419A JP2016206419A JP2018066223A JP 2018066223 A JP2018066223 A JP 2018066223A JP 2016206419 A JP2016206419 A JP 2016206419A JP 2016206419 A JP2016206419 A JP 2016206419A JP 2018066223 A JP2018066223 A JP 2018066223A
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building
wall
wall material
locking
building outer
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隆一郎 大貝
Ryuichiro Okai
隆一郎 大貝
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TJS Co Ltd
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PROBLEM TO BE SOLVED: To provide a luxurious outer wall material and its construction method having a simple structure, a light weight, a low cost, a construction work easy, and a low-cost outer wall material for construction and maintenance, capable of maintaining durability against earthquakes, capable of exhibiting excellent performance of earthquake-resistant strength, seismic isolation, and vibration control.SOLUTION: A first flat plate 2 having a rectangular planar shape including stone and a second flat plate 4 composed of an aluminum honeycomb structure 3 having a predetermined length and width and thickness are laminated. A plurality of joining locking members 8 and 9 having projecting members 80 projecting outward from an outer surface 7 of a backing member 6 are provided on an appropriate portion of the outer surface 7 of the backing member 6 in the second flat plate 4 in an outer wall material 1 for building including stone.SELECTED DRAWING: Figure 1

Description

本発明は、石材を含む建築物用外壁材及び当該建築物用外壁材を使用した戸建家屋の外壁施工方法に関するものであり、特に詳しくは、大理石或いは花崗岩等の高級感を醸し出す天然の石材を外表面に配置した安価で軽量であると共に、施工性に優れた建築物用外壁材及び当該建築物用外壁材を使用した施工が容易で、工費が安く、施工期間が短縮される建築物の外壁施工方法に関するものである。 TECHNICAL FIELD The present invention relates to a building exterior wall material containing stone and a method for constructing an exterior wall of a detached house using the building exterior wall material, and in particular, a natural stone material that brings out a high-class feeling such as marble or granite. A building that is inexpensive and lightweight, and has excellent workability and is easy to construct using the exterior wall material for construction and the exterior wall material for construction. It is related with the outer wall construction method.

従来、建築物用外装材としては、種々の材料が使用されてきており、例えば、漆喰、コンクリート、モルタル、木材、鉄板、レンガ、スレート、タイル等の材料が一般的に使用されてきている。
処で、近年に於いては、特に、低層の戸建住宅に於いては、富裕層の増加につれて、建物の外観の高級化を指向する傾向が高まってきている。
その為、近年では、当該住宅の外壁に天然産の石材や、当該天然産の石材に似せた合成樹脂製の板状体を使用する例が増加している。
然しながら、係る天然産の石材や、それに似せた合成樹脂板を厚みが10乃至20mmに設定し、600mm×600mm或いは、600mm×300mm等の矩形状形状の寸法に切り分けて、当該建物の外壁材料として使用したとしても、それぞれの単品での重量が極端に重くなり、その為に当該建物の一部に当該石材を含む建築物用外壁材を取り付ける為の効果的な方法はほとんどなく、更に、地震発生時の振動に十分耐えるだけの、強靭な保持力と強度並びに、当該地震発生時の振動を吸収する為の十分な免震性或いは制振性を有する簡便で安価な建築物用外壁材取り付け技術は存在していないのが現状である。
Conventionally, various materials have been used as building exterior materials. For example, materials such as plaster, concrete, mortar, wood, iron plate, brick, slate, and tile have been generally used.
By the way, in recent years, especially in low-rise detached houses, there is a tendency to increase the appearance of buildings as the wealthy people increase.
Therefore, in recent years, an example of using a natural stone material or a synthetic resin plate-like body resembling the natural stone material on the outer wall of the house is increasing.
However, such natural stone materials and synthetic resin plates resembling them are set to a thickness of 10 to 20 mm and cut into rectangular shapes such as 600 mm × 600 mm or 600 mm × 300 mm as the outer wall material of the building. Even if it is used, the weight of each single item becomes extremely heavy, so there is almost no effective method for attaching the building outer wall material including the stone material to a part of the building. A simple and inexpensive external wall material installation for buildings that has strong holding force and strength enough to withstand vibrations at the time of occurrence, and sufficient seismic isolation or vibration control to absorb vibrations at the time of the earthquake. There is no technology at present.

例えば、従来知られている一般的な、外壁ブロックの施工方法としては、当該重量の重い当該外壁ブロックの裏面部の適宜の部位に、金属製で構成されたフック部を有する係合部材を適宜の接合手段を介して取り付けると同時に、当該建物の躯体部に於ける当該外壁ブロックの接合部位近傍に適宜の長さの適宜の本数からなる長尺梁部を設置して、当該梁部に、当該外壁ブロックに取り付けた当該係合部材の当該フック部を引っ掛ける様にして取り付けるものである。
然しながら、係る方法は、当該梁部を別途形成する必要があり、その為の、設置工事の時間と費用を勘案すると、経済的な外壁形成方法ではないことが理解されると共に、係る外壁ブロックの取り付け方法では、地震に対する強度、強力が小さく、耐震性、免震性、制震性も殆どなく、危険性の大なる外壁形成方法である事が知られている。
更には、当該天然の石材やそれを模した合成樹脂板は高価であり、然も、当該耐久性、耐震性に大きな問題を含んでいるという現状を鑑み、当該天然の石材やそれを模した合成樹脂板は、せいぜい、内装床材の一部とか内装壁材の腰部のみに使用されるか、外装材としてしようされるとしても、せいぜい、当該外装部の腰部周りの部分にのみ使用されるに過ぎず、当該建物全体の外壁部に使用されることは無かった。
For example, as a conventionally known general construction method of an outer wall block, an engaging member having a hook portion made of metal is appropriately disposed at an appropriate portion of the back surface portion of the heavy outer wall block. At the same time as attaching through the joining means, installing a long beam portion having an appropriate number of appropriate lengths in the vicinity of the joint portion of the outer wall block in the building body portion of the building, The engagement member attached to the outer wall block is attached so as to be hooked.
However, in this method, it is necessary to form the beam part separately. Therefore, considering the time and cost of the installation work, it is understood that this method is not an economical outer wall formation method, and the outer wall block The mounting method is known to be an outer wall forming method with low risk and strength against earthquakes, almost no seismic resistance, seismic isolation, and vibration control, and high risk.
Furthermore, in view of the present situation that the natural stone material and the synthetic resin plate imitating the same are expensive and still have serious problems in the durability and earthquake resistance, the natural stone material and the natural stone material are imitated. Synthetic resin plates are used only at the waist part of the interior flooring, interior wall materials, or as exterior materials, at best, only at the part around the waist of the exterior part. However, it was never used for the outer wall of the entire building.

係る従来技術の欠点を改良する為に、これまでに、例えば、特開平2−47460号(特許文献1)に示す様に、コンクリート製の外壁ブロックを、同じ構造に2枚の部材を積層したのち、上下の各部材を相互に対角線に沿ってずらせるようにして構成した当該プロックの4縁部に段差部が形成された構造を持つブロック構造とし、当該ブロック構造体を、適宜の下地材の表面に配置された複数個の金属製の取付け金具の一部に形成された短い溝受け部内にその下縁周縁部の一部とその上縁周縁部の一部とを嵌合せしめることにより、当該下地材と当該コンクリート製の外壁ブロックとの間に空間層部を形成しながら、当該コンクリート製の外壁ブロックを当該下地材の表面上部に取り付ける様に構成された当該コンクリート製の外壁ブロックからなる外壁パネルの取り付け方法が開示されている。 In order to improve the drawbacks of the related art, a concrete outer wall block and two members are laminated in the same structure as shown in, for example, Japanese Patent Laid-Open No. 2-47460 (Patent Document 1). After that, a block structure having a structure in which step portions are formed on the four edges of the block, which are configured so that the upper and lower members are displaced along the diagonal line, and the block structure is made of an appropriate base material By fitting a part of the lower edge peripheral part and a part of the upper edge peripheral part into a short groove receiving part formed in a part of a plurality of metal mounting brackets arranged on the surface of The concrete outer wall block is configured to attach the concrete outer wall block to the upper surface of the base material while forming a space layer portion between the base material and the concrete outer wall block. Mounting method for the outer wall panels made of are disclosed.

然しながら、係る従来技術に於いては、コンクリート製の外壁ブロックをハニカム構造体を使用せずに、そのまま壁材として使用するものであるから、その重量はかなり重くなっており、作業工程が複雑多岐になると同時に施工が複雑で長期間の施工時間が発生する事から、経済的な外壁ブロックの施工方法ではなく、同時に、当該コンクリート製の外壁ブロックの上縁部と下縁部のみを、当該金属製の取付け金具の一部に設けられた浅く短い長さの溝受部内に、僅かに嵌合させるに過ぎない係合構成であるため、強度が不足する危険性を有するのみならず、地震等の振動により、当該外壁ブロックと当該金具の嵌合溝から容易に脱落してしまうという大きな問題を含んでいるため、現実的で好ましい外壁施工方法とは言い得ないものでしかなかった。
一方、上記従来例の問題点を解消する他の方法として、例えば、特開2001−27030号公報(特許文献2)に示す様に、当該外壁パネルを構成する石材とハニカム構造体とを積層し、当該外壁パネル積層体を、当該建物の躯体部側に於ける当該壁部を構成する表面、例えば、大平板或いは下地材の該表面に、適宜の取り付け金具を介して張り付ける技術が開示されている。
However, in the related art, the concrete outer wall block is used as it is as a wall material without using the honeycomb structure, so its weight is considerably heavy, and the work process is complicated and varied. At the same time, since the construction is complicated and long construction time is required, it is not an economical method for constructing the outer wall block. At the same time, only the upper and lower edges of the concrete outer wall block are covered with the metal. Because it is an engagement configuration that is only slightly fitted in a shallow and short length groove receiving part provided in a part of the mounting bracket made of metal, there is not only a risk of insufficient strength, but also an earthquake etc. Because it includes a big problem that the outer wall block and the fitting groove easily fall off due to the vibration of the outer wall, it can only be said to be a realistic and preferable outer wall construction method. It was bought.
On the other hand, as another method for solving the problems of the conventional example, as shown in, for example, Japanese Patent Laid-Open No. 2001-27030 (Patent Document 2), a stone material and a honeycomb structure constituting the outer wall panel are laminated. In addition, a technique is disclosed in which the outer wall panel laminate is attached to a surface of the wall portion on the building body side of the building, for example, the surface of a large flat plate or a base material via an appropriate mounting bracket. ing.

処で、当該公知例に於いては、適宜の石材と適宜のハニカム構造体を積層させる為に、外壁パネルそのものの重量を大幅に低減する効果を発揮するものではあるが、当該公知例に於いては、当該第1の特許文献に示されていると同様に、当該適宜の下地材の表面に配置された複数個の金属製の取付け金具の一部に形成された深さが浅く長さも短い溝状受け部内に形成された、上下方向に突起した差し込み部を当該外壁パネルの下縁周縁部の一部とその上縁周縁部の一部とに嵌合挿入せしめることにより、当該下地材と当該外壁ブロックとの間に空間層部を形成しながら、当該外壁ブロックを当該下地材の表面上部に取り付ける様に構成された当該外壁ブロックからなる外壁パネルの取り付け方法が開示されている。
然しながら、係る従来技術に於いては、外壁ブロックにハニカム構造体を接合させて使用するものであるから、その重量はかなり軽減され、その結果、作業工程が簡易化されるという効果はみられるものの、当該取付け金具の一部に形成され溝状受け部内に形成された、当該一対の突起状差し込み部を、当該外壁ブロックのハニカム構造体の一部に挿入嵌合させる為に、当該ハニカム構造体の一部に予め適宜の長さと深さを有するスリット部を形成しておく為の作業工程が必須となっているので、その分、作業工程が複雑化され、製品の製造工程も長期化するという不便があり、経済的な外壁ブロックの施工方法とは言えないものであった。
By the way, in the known example, since an appropriate stone material and an appropriate honeycomb structure are laminated, the effect of greatly reducing the weight of the outer wall panel itself is exhibited. Then, as shown in the first patent document, the depth formed in a part of the plurality of metal mounting brackets arranged on the surface of the appropriate base material is shallow and the length is also small. The base material is formed by fitting and inserting the insertion portion formed in the short groove-shaped receiving portion and projecting in the vertical direction into a part of the lower edge peripheral part of the outer wall panel and a part of the upper edge peripheral part thereof. A method of attaching an outer wall panel composed of the outer wall block configured to attach the outer wall block to the upper surface of the base material while forming a space layer portion between the outer wall block and the outer wall block is disclosed.
However, in the related art, since the honeycomb structure is joined to the outer wall block, the weight is considerably reduced, and as a result, the work process is simplified. In order to insert and fit the pair of protruding insertion portions formed in a part of the mounting bracket and formed in the groove-shaped receiving portion into a part of the honeycomb structure of the outer wall block, the honeycomb structure Since a work process for forming a slit portion having an appropriate length and depth in advance is indispensable, the work process is complicated and the manufacturing process of the product is prolonged. Inconvenient, it was not an economical way to construct the outer wall block.

然も、当該特許文献2に於いても、当該外壁ブロックと当該下地材の外表面との間に所定の空間部を形成するものであるから、外壁部分が増大することから、経済的ではなく、更に当該空間部内に水分が侵入すると、当該ブロックの金属製品部や、コンクリート製部材に不具合いが発生し、補修作業が繰り返し発生する可能性が高く、更には、前記特許文献1と同様に、耐震性、耐震強度、免震性或いは制震性も不十分であることから、望ましい外壁ブロックの施工方法とは言えないものであった。
更に、特開平11−159154号公報(特許文献3)には、所望の建物に於ける既存の外壁部をそのままに残し、当該壁部の外周部に新たな壁部であるコート壁部を形成する為の技術が開示されており、当該コート壁をタイル、スレート板、アルミ板、須点れる板、ALC板、コンクリート板及び石板から選択された一つの壁材とアルミハニカム構造体とを積層接合した構造体とし、当該コート壁を、上記した特許文献1および2に示された金属製取り付け金具に類似した取り付け金具を使用して、当該既存の壁部に係合固定する技術が開示されている。
However, even in the patent document 2, since a predetermined space is formed between the outer wall block and the outer surface of the base material, the outer wall portion increases, which is not economical. Furthermore, if moisture enters the space, the metal product part of the block and the concrete member are likely to malfunction, and repair work is likely to occur repeatedly. Further, as in Patent Document 1, In addition, since the seismic resistance, the seismic strength, the seismic isolation performance and the seismic performance are insufficient, it is not a desirable construction method of the outer wall block.
Furthermore, in Japanese Patent Application Laid-Open No. 11-159154 (Patent Document 3), an existing outer wall portion in a desired building is left as it is, and a coat wall portion which is a new wall portion is formed on the outer peripheral portion of the wall portion. A technique is disclosed in which a single wall material selected from a tile, a slate plate, an aluminum plate, a slab plate, an ALC plate, a concrete plate, and a stone plate is laminated with an aluminum honeycomb structure. A technique for engaging and fixing the coated wall to the existing wall portion using a fitting similar to the metal fitting shown in Patent Documents 1 and 2 described above is disclosed. ing.

然しながら、当該公知技術に於いては、当該両者の接合方法として、断面がコの字状に形成された突状部と当該コの字状突状部の双方の自由端部から当該突状部の底面部面と並行な方向に左右に延展している一対の平面板部とから構成されている取り付け金具を使用するものであり、当該取り付け金具の一対の平面板部を既存の壁材の所定の部位に埋め込まれている適宜のアンカーボルトにそれぞれ係合固定すると同時に、当該取り付け金具の当該コの字状突状部に予め外方に向けて突出して設けられている断面T字型の係合突部の当該T字型構成部材を、石材等とハニカム構造体で構成されている相互に隣接して配置されている当該一対の外壁ブロック材に於ける当該ハニカム構造体の一部に形成された溝部内に挿入して、当該両者を相互に接合固定する、外壁ブロックの施工方法がしめされているが、その各部材が多岐に亘り、然もここの部材が複雑な構造を有している事と相まって、施工作業が複雑化され、然もそれによって施工作業の長期化が起因することで、外壁施工費用が高騰する結果とならざるを得ないばかりか、当該既存壁部と当該コート壁部との間に空間部を形成する必要があり、前記したと同様の技術的欠陥を有する他、耐震性、免震性、制震性にも弱いことから、有効な外壁施工方法ではなかった。 However, in the known technique, as a method of joining the two, the projecting portion from the free ends of both the projecting portion having a U-shaped cross section and the U-shaped projecting portion. The mounting bracket is composed of a pair of flat plate portions extending left and right in a direction parallel to the bottom surface of the plate, and the pair of flat plate portions of the mounting bracket is made of an existing wall material. At the same time as engaging and fixing to appropriate anchor bolts embedded in a predetermined portion, at the same time, a T-shaped cross section provided to project outward outward in advance in the U-shaped projecting portion of the mounting bracket The T-shaped component of the engaging protrusion is part of the honeycomb structure in the pair of outer wall block members arranged adjacent to each other, which is composed of a stone material and the honeycomb structure. Insert the groove into the groove, and There are various methods for constructing outer wall blocks that are joined and fixed. However, the construction work is complicated by the fact that each member has a wide variety and has a complicated structure. However, due to the prolonged construction work, not only has the result that the construction cost of the outer wall has increased, but it is also necessary to form a space between the existing wall and the coat wall. In addition to having the same technical defects as described above, it is not effective in the construction of external walls because it is weak in earthquake resistance, seismic isolation, and vibration control.

又、特に、前記特許文献2では、ハニカム構造体部分に一定の切れ目を設け、当該切れ目部分に係止部材の突起部分を差し込んで固定する技術が開示されてはいるが、当該ハニカム構造体に一旦、切れ目という破壊部を作ってしまうと、当該部分からハニカム構造体自体の破壊が更に進行し、ハニカム構造体自体の変形や破壊が生じ、壁材そのものの外型に変形を来たし、且つ強度低下を来たし、結局、外壁の脱落につながるという大きな問題を抱えているので、実用技術としては、問題の多い技術となっている。
そのため、従来より、石材を含む重量が重く、施工作業に多くの困難性が存在する高級感のある外壁材料を使用して、容易に且つ高い作業効率を持って安価に外壁工事を施工できる外壁材料であって、しかも地震に対して柔構造を採用する近年の建築方式に合致して、耐震強度のみならず、免震性及び制震性に優れた性能を発揮できる外壁材料とその施工方法が求められて来ている。
In particular, Patent Document 2 discloses a technique in which a fixed cut is provided in the honeycomb structure portion, and a protruding portion of the locking member is inserted and fixed to the cut portion. Once a fracture part called a cut is made, the honeycomb structure itself further breaks down from the part, and the honeycomb structure itself is deformed or broken, resulting in deformation of the outer mold of the wall material itself, and strength. As it has a major problem of decreasing and eventually leading to falling off of the outer wall, it has become a problematic technology as a practical technology.
Therefore, the outer wall can be constructed easily and inexpensively with high work efficiency by using a high-quality outer wall material that has a heavy weight including stone and has many difficulties in construction work. An outer wall material that is a material and can be used in a flexible construction against earthquakes, and that can exhibit not only seismic strength but also excellent seismic isolation and seismic control performance, and its construction method Is demanded.

特開平2−47460号JP-A-2-47460 特開2001−27030号公報JP 2001-27030 A 特開平11−159154号公報JP-A-11-159154

従って、本発明の目的は、上記した従来技術の問題点を改良し、構成が簡易で、コストが安価であると共に、施工作業が容易であり、且つ、維持管理に要する費用が安価であり、然も、地震の発生に際しても、耐久性を維持し、耐震強度のみならず、免震性及び制震性に優れた性能を発揮できる高級感のある外壁材料とその施工方法を提供するものである。   Therefore, the object of the present invention is to improve the above-mentioned problems of the prior art, the structure is simple, the cost is low, the construction work is easy, and the cost required for maintenance management is low, However, in the event of an earthquake, it provides a high-quality exterior wall material and its construction method that can maintain durability and exhibit not only seismic strength but also excellent seismic isolation and vibration control performance. is there.

本発明は、上記した従来技術の問題点を解決し、上記した本発明の目的を達成する為に、基本的には、以下に示す様な技術構成を採用するものである。
即ち、本発明の第1の態様は、所定の長さ、幅及び厚みとを有する、石材からなる矩形状の平面形状を有する第1の平面板と当該第1の平面板とほぼ同一の所定の長さと幅とを有し且つ所定の厚みを有するアルミ製ハニカム構造体で構成された第2の平面板とが積層されており、更に、当該第2の平面板に於ける、当該第1の平面板との接合面を構成する表面部とは異なる裏面部を構成する裏面材の外表面の適宜の部位に、当該裏面材の外表面から外方に向けて突出している複数個の接合係止部材が設けられている事を特徴とする石材を含む建築物用外壁材であり、又、本発明の第2の態様は、上記した当該建築物用外壁材を用意する第1の工程、建築物の躯体側に於ける、当該建築物用外壁材を張り付けるための領域に対応した部位に、表面平坦な下地材を配置する第2の工程、当該下地材の外表面部の適宜の部位に、金属製材料で構成された、当該接合補強部材と略同一の構成からなる基端部と少なくとも一つの当該突起部とを有する複数個の接合支持部材を、当該基端部の一部に設けられた、螺子穴部を介して、接合固定する第3の工程、当該下地材に於ける当該接合支持部材が接合固定されている外表面部に、当該接合支持部材を被覆する様に、大量の接着剤を、点状に若しくは連続した層状に配設する第4の工程、当該接着剤が配設された当該下地材の外表面に於ける所定の部位に向けて、当該第1の工程で用意された当該建築物用外壁材を、当該接合補強部材の当該突起部の当該頭部先端部が、当該下地材の当該外表面と対向する様に押し付けて、当該下地材と当該ハニカム構造体の当該裏面材との間に、均整な接着剤層を形成する第5の工程、当該接着剤を固定化する第6の工程、とから構成されている事を特徴とする建築物の外壁施工方法である。
In order to solve the above-described problems of the prior art and achieve the above-described object of the present invention, the present invention basically adopts the following technical configuration.
That is, according to the first aspect of the present invention, a first plane plate having a rectangular plane shape made of stone having a predetermined length, width, and thickness is substantially the same as the first plane plate. And a second plane plate made of an aluminum honeycomb structure having a predetermined thickness and a predetermined thickness, and further, the first plane in the second plane plate is laminated. A plurality of joints projecting outward from the outer surface of the back surface material to appropriate portions of the outer surface of the back surface material constituting the back surface portion different from the front surface portion constituting the joint surface with the flat plate It is a building outer wall material including a stone material characterized in that a locking member is provided, and the second aspect of the present invention is a first step of preparing the building outer wall material described above. On the building side of the building, the area corresponding to the area for attaching the building outer wall material A second step of disposing a flat base material, at least one base end portion made of a metal material and having substantially the same configuration as that of the joint reinforcing member, at an appropriate portion of the outer surface portion of the base material; A third step of bonding and fixing a plurality of bonding support members having two protrusions through a screw hole portion provided in a part of the base end portion, the bonding in the base material A fourth step of disposing a large amount of adhesive in a dotted or continuous layer so as to cover the joint support member on the outer surface portion to which the support member is joined and fixed; The building outer wall material prepared in the first step is connected to a predetermined portion on the outer surface of the base material that is provided, and the distal end portion of the head of the protrusion of the joint reinforcing member Are pressed against the outer surface of the base material so that the base material and the A building characterized by comprising a fifth step of forming a uniform adhesive layer between the back material of the cam structure and a sixth step of fixing the adhesive. This is the outer wall construction method.

本発明に係る当該建築物用内装材は、上記した様な、技術構成を採用している事から、従来技術の問題点を改良し、石材を含む重量が重く、施工作業に多くの困難性が存在する高級感のある外壁材料を使用して、容易に且つ高い作業効率を持って安価に外壁工事を施工できる外壁材料であって、しかも地震に対して柔構造を採用する近年の建築方式に合致して、耐震強度のみならず、免振性及び制震性に優れた性能を発揮できる外壁材料が提供されると同時に、当該外壁材料を使用した、施工作業が容易で作業効率が高く、その結果、施工工期が短いことから、外壁形成を安価に且つ効率的に実行出来る外壁施工方法が提供されるのである。   Since the building interior material according to the present invention adopts the technical configuration as described above, it improves the problems of the prior art, has a heavy weight including stone, and has many difficulties in construction work. This is an exterior wall material that can be used to construct exterior walls easily and with high work efficiency and at low cost, using a high-quality exterior wall material, and has a flexible structure against earthquakes. In addition to providing anti-seismic strength, the outer wall material can provide excellent performance in terms of vibration isolation and vibration control. At the same time, construction work using the outer wall material is easy and work efficiency is high. As a result, since the construction period is short, an outer wall construction method capable of efficiently and efficiently performing outer wall formation is provided.

図1は、本発明に係る建築物用外壁材1の一具体例の構成の一例を示す斜視図である。FIG. 1 is a perspective view showing an example of the configuration of a specific example of a building outer wall material 1 according to the present invention. 図2は、本発明に係る当該建築物用外壁材1の具体例の構成の一例を説明する図であって、図2(A)は、当該建築物用外壁材1の1具体例に於ける平面図であり、図2(B)は、その裏面図である。又、図2(C)は、図2(A)の矢印Xから見た本発明に係る当該建築物用外壁材に於ける側面図であり、図2(D)は、図2(A)の矢印Yから見た本発明に係る当該建築物用外壁材に於ける側面図である。FIG. 2 is a diagram for explaining an example of the configuration of a specific example of the building outer wall material 1 according to the present invention. FIG. 2 (A) is a diagram of one specific example of the building outer wall material 1. FIG. 2B is a back view thereof. Moreover, FIG.2 (C) is a side view in the said outer wall material for buildings based on this invention seen from the arrow X of FIG.2 (A), FIG.2 (D) is FIG.2 (A). It is a side view in the said outer wall material for buildings concerning the present invention which looked at from arrow Y. 図3は、本発明に係る当該建築物用外壁材に使用される当該第1の接合係止部材の一具体例の構成を説明する図である。FIG. 3 is a view for explaining the configuration of a specific example of the first joint locking member used for the building outer wall material according to the present invention. 図4は、本発明に係る当該建築物用外壁材に使用される当該第2の接合係止部材の一具体例の構成を説明する図である。FIG. 4 is a view for explaining the configuration of a specific example of the second joint locking member used for the building outer wall material according to the present invention. 図5は、本発明に係る当該建築物用外壁材を下地部材の表面上に張り付けて接合固定された状態を説明する側断面図である。FIG. 5 is a side sectional view for explaining a state in which the building outer wall material according to the present invention is bonded and fixed on the surface of the base member. 図6は、本発明に係る当該建築物用外壁材を下地部材の表面上に張り付け接合固定された一具体例の状態を説明する平面図である。FIG. 6 is a plan view illustrating a state of one specific example in which the building outer wall material according to the present invention is bonded and fixed on the surface of the base member. 図7は、本発明に係る当該建築物用外壁材を下地部材の表面上に張り付ける方法の一具体例を説明する斜視図である。FIG. 7 is a perspective view for explaining a specific example of a method of sticking the building outer wall material according to the present invention on the surface of the base member. 図8は、本発明に係る当該建築物用外壁材を下地部材の表面上に張り付ける方法の他の具体例を説明する斜視図である。FIG. 8 is a perspective view for explaining another specific example of the method of attaching the building outer wall material according to the present invention on the surface of the base member. 図9は、本発明に係る当該建築物用外壁材の別の具体例を示す図であって、当該建築物用外壁材の一部が直角に折れ曲がった状態で構成されている例を示す図である。FIG. 9 is a diagram showing another specific example of the building outer wall material according to the present invention, and shows an example in which a part of the building outer wall material is bent at a right angle. It is. 図10は、本発明に係る更に別の具体例で使用される係止具嵌合固定部材の一具体例の構成の概要を示す図である。FIG. 10 is a diagram showing an outline of the configuration of a specific example of a locking tool fitting and fixing member used in still another specific example according to the present invention. 図11は、本発明に係る更に別の具体例に於ける、当該建築物用外壁材を所望の下地部材の表面上に張り付ける方法の一例を説明する図である。FIG. 11 is a diagram for explaining an example of a method for attaching the building outer wall material onto the surface of a desired base member in still another specific example of the present invention. 図12は、本発明に係る更に別の具体例に於ける、当該建築物用外壁材を所望の下地部材の表面上に張り付ける方法の一例を説明する図である。FIG. 12 is a diagram for explaining an example of a method for sticking the building outer wall material on the surface of a desired base member in still another specific example of the present invention. 図13は、本発明に係る更に別の具体例に於ける、当該建築物用外壁材を所望の下地部材の表面上に張り付ける方法の一例を説明する図である。FIG. 13 is a diagram for explaining an example of a method for attaching the building outer wall material onto the surface of a desired base member in still another specific example of the present invention.

以下に本発明に係る当該石材を含む建築物用外壁材及び当該建築物用外壁材を使用した建築物の外壁施工方法のそれぞれの一具体例の構成を、図面を参照しながら詳細に説明する。
先ず、本発明に係る当該建築物用外壁材1の一具体例の構成について説明する。
即ち、図1は、本発明に係る当該建築物用外壁材1の一具体例の構成を示した斜視図であって、図中、所定の長さ、幅及び厚みとを有する、石材からなる矩形状の平面形状を有する第1の平面板2と当該第1の平面板2とほぼ同一の所定の長さと幅とを有し且つ所定の厚みを有するアルミ製ハニカム構造体3で構成された第2の平面板4とが積層されており、更に、当該第2の平面板4に於ける、当該第1の平面板2との接合面を構成する表面部5とは異なる裏表面部4’を構成する裏面材6の外表面7の適宜の部位に、当該裏面材6の外表面7から外方に向けて突出している複数個の接合係止部材8,9が設けられている石材を含む建築物用外壁材1が示されている。
The structure of each specific example of the building outer wall material including the stone according to the present invention and the building outer wall construction method using the building outer wall material according to the present invention will be described in detail with reference to the drawings. .
First, the structure of the specific example of the said outer wall material 1 for buildings which concerns on this invention is demonstrated.
That is, FIG. 1 is a perspective view showing a configuration of a specific example of the building outer wall material 1 according to the present invention, and is made of a stone material having a predetermined length, width and thickness in the drawing. A first planar plate 2 having a rectangular planar shape and an aluminum honeycomb structure 3 having a predetermined length and width substantially the same as the first planar plate 2 and having a predetermined thickness. The second flat plate 4 is laminated, and the back surface portion 4 is different from the surface portion 5 of the second flat plate 4 that forms the joint surface with the first flat plate 2. A stone material in which a plurality of joint locking members 8 and 9 projecting outward from the outer surface 7 of the back surface material 6 are provided at appropriate portions of the outer surface 7 of the back surface material 6 constituting ' An outer wall material 1 for a building including is shown.

本発明に係る当該建築物用外壁材1は、建築物の外観を高級感を醸し出す材料で構築することを主眼として、当該建築物の外壁材料として、大型の矩形状に切り出された天然産の石材を使用する事を目的として構成されたものであって、従来に於いては、天然産の石材を、例えば、厚みを10乃至20mmに設定し、縦・横の長さを300mm×300mmの矩形状をした平板状ブロックとし切り出し、当該建築物の外壁材として使用する事が試みられてきたが、如何せん、天然産の石材からなる建築物用外壁材は重量が重すぎ、又、それを容易に建物の躯体部に設けた、コンクリート板、石膏ボート、漆喰壁部やモルタル壁部等を含む適宜の下地材に取り付ける有効な施工方法が存在していない為、やむなく、当該天然産の石材からなる建築物用外壁材を、当該建物の一階部分に於ける腰回り部分、つまり地表から僅かに100cm乃至150cm程度以下の高さを持つ壁部のみにしか、張り付ける事が困難であり、当該戸建の住宅における2階部分或いは3階部分の壁部の少なくとも一部ですら当該高級感を持った天然産の石材からなる外壁材で構成する事は不可能であると考えられていた。 The building outer wall material 1 according to the present invention is a natural product cut out into a large rectangular shape as an outer wall material of the building, with the main purpose of constructing the appearance of the building with a material that gives a high-class appearance. It was constructed for the purpose of using stone, and in the past, natural stone was set to a thickness of 10 to 20 mm, for example, and the vertical and horizontal lengths were 300 mm x 300 mm. It has been tried to cut out as a rectangular flat block and use it as an outer wall material of the building. However, the building outer wall material made of natural stone is too heavy, and Since there is no effective construction method for attaching to appropriate base materials including concrete boards, gypsum boats, plaster walls, mortar walls, etc., which are easily provided in the building's frame, it is unavoidable that the natural stone Consists of It is difficult to attach the outer wall material for the object only to the waist part of the first floor part of the building, that is, only the wall part having a height of about 100 cm to 150 cm or less from the ground surface. It was thought that it was impossible to construct at least a part of the wall part of the second-floor part or the third-floor part of the built-up house with an outer wall material made of natural stone material having the high-class feeling.

然しながら、本発明に係る当該建築物用外壁材1を使用し、同時に本発明に係る当該当該建築物用外壁材を使用した建築物の外壁施工方法を採用する事によって、高層階を持つ戸建住宅を含む各種の建築物の外壁を、高級感のある天然産石材を含んだ外壁材で構成する事が容易に実現出来るのである。
即ち、本発明に於ける当該建築物用外壁材1の当該第1の平面板2は、所定の長さ、幅及び厚みとを有する好ましくは天然の石材から所定の形状、例えば、矩形状の平面形状を有する板状態に切り出されたものであって、当該石材とは、特に限定されるものではないが、例えば、天然石であって、花崗岩、御影石、鉄平石、安山岩、大理石、玄昌石、砂岩、石灰岩等で構成される組から選択された少なくとも一つの天然石で構成されている事が望ましい。
更に、本発明に係る当該第1の平面板2に含まれる当該石材には、当該天然産の上記した各種の石材の外観や感触と似ている様に製造された適宜の合成樹脂素材から形成されている材料を使用する事も可能である。
However, by using the building outer wall material 1 according to the present invention and simultaneously adopting the building outer wall construction method using the building outer wall material according to the present invention, a detached house having a high floor. It is possible to easily construct the outer walls of various buildings including houses with outer wall materials containing high-quality natural stone materials.
That is, the first flat plate 2 of the building outer wall material 1 according to the present invention preferably has a predetermined length, width and thickness, preferably a natural stone material having a predetermined shape, for example, a rectangular shape. It is cut out into a plate shape having a planar shape, and the stone is not particularly limited. For example, it is a natural stone such as granite, granite, iron flat stone, andesite, marble, basalt stone. Desirably, it is composed of at least one natural stone selected from the group consisting of sandstone, limestone and the like.
Furthermore, the stone material included in the first flat plate 2 according to the present invention is formed from an appropriate synthetic resin material manufactured to resemble the appearance and feel of the above-mentioned various natural stone materials. It is also possible to use the materials that are used.

一方、本発明に係る当該建築物用外壁材1に於ける当該第1の平面板2の平面形状は特に限定されるものではないが、例えば、縦・横の長さが300mm×300mm、300mm×600mm或いは600mm×600mm等の寸法を有する矩形或いは正方形を構成する平面形状を呈している事が望ましく、更には、当該面積の大きな当該建築物用外壁材1の間、或いはそれらの隙間部若しくは腰回り部位に、補正的に若しくは模様を顕出させる為に配置される細長い矩形状に形成された形状を有するものであっても良い。
又、上記した本発明にその厚みも特に限定されるものではないが、例えば、3mm乃至20mmの範囲であれば望ましく、更に好ましくは、5mm乃至10mmの範囲で決定されるものである。
On the other hand, the planar shape of the first flat plate 2 in the building outer wall material 1 according to the present invention is not particularly limited. For example, the vertical and horizontal lengths are 300 mm × 300 mm, 300 mm. It is desirable to have a planar shape that constitutes a rectangle or square having a size such as × 600 mm or 600 mm × 600 mm. You may have the shape formed in the elongate rectangular shape arrange | positioned in order to make a waist | lumbar region site | part correct | amend or to reveal a pattern.
Further, the thickness of the present invention is not particularly limited, however, for example, it is preferably in the range of 3 mm to 20 mm, and more preferably in the range of 5 mm to 10 mm.

又、本発明に於ける当該建築物用外壁材1で使用される当該第2の平面板4は、アルミ製ハニカム構造体3で構成されたものであり、係る部材に当該ハニカム構造体を使用する事は、従来使用されている当該石材からなる当該第1の平面板2の厚みを従来の使用状態での厚みよりも大幅に低減させる事に関連し、当該第1の平面板2の強度を低下させることが無いように、補強材として機能させるものであり、当該ハニカム構造体に於ける各セルの大きさや密度は特に特定されるものではなく、従来一般的に使用されているハニカム構造体であれば、如何なる構成のものであっても良い。
然しながら、本発明の目的を勘案すれば、軽量で、曲げ強度、引張強度並びに隣接部材との接合の容易性或いはせん断強度等を勘案すると、アルミ製のハニカム構造体3を使用する事が望ましい。
本発明に於ける当該第2の平面板4の平面形状並びにそれらの寸法は、当該第1の平面板2の当該平面形状と同一であって、且つそれらの寸法も同一であることが望ましい。
更に、本発明に於ける当該第2の平面板4を構成する当該アルミ製ハニカム構造体3の厚みも特に限定されるものではないが、例えば、5mm乃至30mmの範囲に設定されることが好ましく、より好ましくは、8mm乃至15mmである。
The second flat plate 4 used in the building outer wall material 1 in the present invention is composed of an aluminum honeycomb structure 3, and the honeycomb structure is used for such a member. This is related to the fact that the thickness of the first flat plate 2 made of the stone material that has been conventionally used is greatly reduced than the thickness in the conventional use state, and the strength of the first flat plate 2 is In order to prevent deterioration of the cell structure, it functions as a reinforcing material, and the size and density of each cell in the honeycomb structure are not particularly specified, and the honeycomb structure generally used in the past Any configuration may be used as long as it is a body.
However, if the object of the present invention is taken into consideration, it is desirable to use the honeycomb structure 3 made of aluminum in view of light weight, bending strength, tensile strength, ease of joining with adjacent members or shear strength.
In the present invention, the planar shape of the second planar plate 4 and the dimensions thereof are preferably the same as the planar shape of the first planar plate 2 and the dimensions thereof are also the same.
Further, the thickness of the aluminum honeycomb structure 3 constituting the second flat plate 4 in the present invention is not particularly limited, but is preferably set in a range of 5 mm to 30 mm, for example. More preferably, it is 8 mm to 15 mm.

一方、本発明に於ける当該第2の平面板4を構成する当該アルミ製ハニカム構造体3は、上記した各寸法に従って構成されるものであるが、当該当該アルミ製ハニカム構造体3をそのままの形で、当該天然産の石材からなる当該第1の平面板2の裏面部と接合固定することも可能であるが、当該両者の相互間の接合強度、せん断力の向上と維持を勘案すると、当該第1の平面板2と当該第2の平面板4との接合に際しては、当該アルミ製ハニカム構造体3の表面部を、予め適宜の金属製板状体5、つまり表面材5で被覆固定しておく事が望ましい。
即ち、図1に示す通り、本発明に於ける当該アルミ製ハニカム構造体3の、当該第1の平面板2の裏面と接合する側の表面に、例えば、アルミ製或いはセラミック製若しくはステンレス製の板状体5を予め接合させておく事が望ましい具体例である。
On the other hand, the aluminum honeycomb structure 3 constituting the second flat plate 4 in the present invention is configured according to each of the dimensions described above, but the aluminum honeycomb structure 3 is left as it is. In the form, it is possible to join and fix to the back surface of the first flat plate 2 made of the natural stone material, but considering the improvement and maintenance of the joint strength between them and the shearing force, When joining the first flat plate 2 and the second flat plate 4, the surface portion of the aluminum honeycomb structure 3 is previously covered and fixed with an appropriate metal plate 5, that is, the surface material 5. It is desirable to keep it.
That is, as shown in FIG. 1, the surface of the aluminum honeycomb structure 3 in the present invention on the side to be joined to the back surface of the first flat plate 2 is made of, for example, aluminum, ceramic or stainless steel. It is a specific example in which the plate-like body 5 is preferably bonded in advance.

一方、本発明に於ける、当該第2の平面板4に於ける、当該第1の平面板2との接合面を構成する表面材5とは異なる裏表面4’も、上記したと同様の理由から、適宜の被覆材で被覆しておくことが望ましく、当該被覆材を当該裏面材6と称している。
本発明に於ける当該裏面材6は、上記した当該表面材5と同じ材質の板状体を当該裏面材6として予め接合させておく事が望ましい具体例である。
但し、当該裏面材6は、後述するように、適宜の金属製材料で構成された当該接合係止部材8、9を接合する必要があることから、単にアルミ製或いはセラミック製の薄い板状体を接合固定するだけでは、当該接合係止部材8、9を保持するのに不十分であることから、 例えば、市販されている当該ハニカム構造体3の表裏両面が既に、アルミ製或いはセラミック製の薄い板状体で被覆されている場合には、当該ハニカム構造体3の当該裏面材6の外表面上に更に別に用意した例えば、ステンレス製の少し厚めの板状体を張り合わせて当該裏面材6としても良い。
On the other hand, in the present invention, the back surface 4 ′ different from the surface material 5 constituting the joint surface with the first flat plate 2 in the second flat plate 4 is also the same as described above. For the reason, it is desirable to coat with an appropriate coating material, and the coating material is referred to as the back material 6.
The back surface material 6 in the present invention is a specific example in which a plate-like body made of the same material as the surface material 5 described above is preferably bonded in advance as the back surface material 6.
However, since the back surface material 6 needs to join the joining locking members 8 and 9 made of an appropriate metal material as will be described later, it is simply a thin plate made of aluminum or ceramic. For example, both the front and back surfaces of the commercially available honeycomb structure 3 are already made of aluminum or ceramic. In the case of being covered with a thin plate-like body, the back-surface material 6 is prepared by, for example, attaching a slightly thicker plate-like body made of, for example, stainless steel to the outer surface of the back-surface material 6 of the honeycomb structure 3. It is also good.

つまり、上記具体例では、図2(C)及び図2(D)に示す様に、当該裏面材6は、薄い金属性板状体6と厚めの金属製板状体6’との積層構造を構成する事も好ましい具体例である。
尚、当該裏面材6は、ステンレス鋼で構成されている事が好ましい具体例である。
次に、本発明に於ける当該建築物用外壁材1に於いては、図1に示す様に、当該裏面材6の外表面7の適宜の部位に、当該裏面材6の外表面7から外方に向けて突出している突起部材80,90を有する複数個の接合係止部材8,9が設けられているものである。
That is, in the above specific example, as shown in FIGS. 2 (C) and 2 (D), the back surface material 6 is a laminated structure of a thin metal plate 6 and a thick metal plate 6 ′. It is also a preferable specific example to constitute.
In addition, it is a specific example that the back material 6 is preferably made of stainless steel.
Next, in the building outer wall material 1 according to the present invention, as shown in FIG. 1, an appropriate portion of the outer surface 7 of the back surface material 6 is placed from the outer surface 7 of the back surface material 6. A plurality of joint locking members 8 and 9 having projecting members 80 and 90 projecting outward are provided.

処で、本発明に於いて使用される当該接合係止部材8,9は、その具体例の構成の概要が図3及び図4に詳細に示されている通り、当該ハニカム構造体3で構成された第2の平面板4に於ける当該裏面材6若しくは当該補強板6’の当該外表面7と接合固定される基端部81,91と当該基端部81,91の少なくとも一部から当該裏面材6若しくは当該補強板6’から外方向に向けて、当該裏面材6若しくは当該補強板6’の平面7に対して略直交する方向に延展されている少なくとも一つの突起部80,90と、当該突起部80,90の他方の端部Pから当該裏面材6若しくは当該補強板6’が形成する平面7と並行する方向に延展せしめられている係止部82,92とで構成されている構成を採用している。 By the way, the joint locking members 8 and 9 used in the present invention are composed of the honeycomb structure 3 as shown in detail in FIG. 3 and FIG. The base end portions 81 and 91 to be bonded and fixed to the back surface material 6 or the outer surface 7 of the reinforcing plate 6 ′ in the second flat plate 4 and the at least part of the base end portions 81 and 91. At least one protrusion 80, 90 extending in the direction substantially orthogonal to the flat surface 7 of the back material 6 or the reinforcing plate 6 ′ from the back material 6 or the reinforcing plate 6 ′ outward. And engaging portions 82 and 92 that extend from the other end portion P of the protrusions 80 and 90 in a direction parallel to the plane 7 formed by the back material 6 or the reinforcing plate 6 '. The configuration is adopted.

更に、本発明に於いて使用される当該接合係止部材8,9は、それらが使用される当該建築物用外壁材1での配置位置によって、それぞれの具体的構成が異なっている事が特徴となっている。
即ち、後述する様に、本発明に係る当該建築物用外壁材1を所望の建物躯体部10の下地材11の表面に張り付ける際に、当該建築物用外壁材1を垂直方向でみた場合の下側縁部30に設けられている当該接合係止部材を第1の接合係止部材8と称し、他方、同様の操作に於いて、当該建築物用外壁材1を垂直方向でみた場合の上側縁部40に設けられている当該接合係止部材を第2の接合係止部材9と称するものである。
Further, the joint locking members 8 and 9 used in the present invention are characterized in that their specific configurations differ depending on the arrangement positions of the building outer wall material 1 in which they are used. It has become.
That is, as will be described later, when the building outer wall material 1 according to the present invention is attached to the surface of the base material 11 of the desired building frame 10, the building outer wall material 1 is viewed in the vertical direction. The joint locking member provided on the lower edge portion 30 is referred to as a first joint locking member 8, and on the other hand, in the same operation, the building outer wall material 1 is viewed in the vertical direction. The joint locking member provided on the upper edge portion 40 of this is referred to as a second joint locking member 9.

此処で、本発明に於いて使用される当該接合係止部材8,9を構成する材料は、特に限定されるものではないが、高強度の金属製材料であれば如何なる素材でも使用することはかのうであり、例えば、ステンレス製の鋼材を使用する事が出来る。
更に、本発明に於いて使用される当該接合係止部材8,9は、基本的には、 図3及び図4に示す様に、その長手方向Sとそれに直交する方向Tに適宜の幅Wを有し、適宜の長さを有する帯状矩形型をした金属材料片100で構成されたものであって、当該金属材料片100の形状、各部の寸法、或いは厚み等は、特に限定されるものではなく、任意のものを使用する事が可能である。
Here, the material constituting the joining locking members 8 and 9 used in the present invention is not particularly limited, but any material can be used as long as it is a high-strength metal material. For example, a stainless steel material can be used.
Further, the joint locking members 8 and 9 used in the present invention basically have an appropriate width W in the longitudinal direction S and the direction T perpendicular thereto as shown in FIGS. And is composed of a strip-shaped rectangular metal material piece 100 having an appropriate length, and the shape, dimensions, thickness, etc. of the metal material piece 100 are particularly limited. Rather, it is possible to use anything.

処で、本発明に於いて使用される当該第1の接合係止部材8の一具体例の構成としては、例えば、当該金属材料からなる矩形状の基材100は、第1の幅W1を有する共に、当該ハニカム構造体3で構成された第2の平面板4に於ける当該裏面材6若しくは当該補強板6’の当該外表面7の所定の部位に於いて接合固定される基端部81と当該基端部81には、少なくとも2個のビス止め用孔部O81、O82が設けられ、当該係止部82には、少なくとも1個のビス止め用孔部Q83が設けられている。 By the way, as a configuration of a specific example of the first joint locking member 8 used in the present invention, for example, a rectangular base material 100 made of the metal material has a first width W1. And a base end portion that is bonded and fixed at a predetermined portion of the outer surface 7 of the back surface material 6 or the reinforcing plate 6 ′ of the second flat plate 4 composed of the honeycomb structure 3. 81 and the base end portion 81 are provided with at least two screw-fastening holes O81 and O82, and the locking portion 82 is provided with at least one screw-fastening hole Q83.

一方、本発明に於いて使用される当該第2の接合係止部材9の一具体例の構成としては、例えば、当該金属材料からなる矩形状の基材100は第1の接合係止部材に於ける第1の幅W1に対して、少なくとも2倍の長さの幅W2を有し、当該基端部92には、当該第1の接合係止部材81における当該基端部81に設けられている当該ビス止め用孔部の数よりも少なくとも2倍の数のビス止め用孔部O91乃至O9Xが設けられ、当該係止部92には、当該第1の接合係止部材8における当係止部82に設けられている当該ビス止め用孔部Q83の数よりも少なくとも2倍の数のビス止め用孔部Q93が設けられているものである。
此処で、本発明に於いて使用される当該第1と第2の接合係止部材8及び9に関する1具体例に関する構成例を説明するが、本発明は、係る具体例に特定されるものではない事は言うまでもない。
On the other hand, as a configuration of one specific example of the second joint locking member 9 used in the present invention, for example, a rectangular base material 100 made of the metal material is used as the first joint locking member. The width W2 of the first width W1 is at least twice as long as the first width W1, and the base end portion 92 is provided at the base end portion 81 of the first joint locking member 81. Screw fixing holes O91 to O9X that are at least twice as many as the number of the screw fixing holes are provided, and the locking portion 92 is engaged with the first joint locking member 8. Screw fixing holes Q93 that are at least twice as many as the number of screw fixing holes Q83 provided in the stopper 82 are provided.
Here, although the structural example regarding 1 specific example regarding the said 1st and 2nd joining locking member 8 and 9 used in this invention is demonstrated, this invention is not specified to such a specific example. It goes without saying that there is nothing.

即ち、本発明に於いて使用される当該第1の接合係止部材8の構成例は、図3に示す通り、当該基材100は、厚さ1〜2mmのステンレス鋼板(ステンレス316)を使用し、幅W1は、例えば、12mm、長さが52mmの矩形板状体を作成し、係る基材100から、当該基端部81の長さを30mm、当該突起部80の高さHを10mm、当該係止部82の長さを12mmにそれぞれ設定して、図示の様に屈曲させて成型した。
尚、当該第1の接合係止部材8に於ける当該基端部81には、少なくとも2個のビス止め用若しくはリベット止用孔部O81、O82が設けられ、一方、当該係止部82には、少なくとも1個のビス止め用若しくはリベット止用孔部Q83が設けられている。
尚、本具体例に於ける当該ビス止め用孔部は、直径が5mm程度であることが望ましく、一方、当該リベット止用孔部は、直径が3.2mm程度であることが望ましい。
That is, in the configuration example of the first joining locking member 8 used in the present invention, as shown in FIG. 3, the base material 100 uses a stainless steel plate (stainless steel 316) having a thickness of 1 to 2 mm. Then, the width W1 is, for example, 12 mm and a length of 52 mm is formed as a rectangular plate, and from the base material 100, the length of the base end portion 81 is 30 mm, and the height H of the protrusion 80 is 10 mm. The lengths of the locking portions 82 were set to 12 mm, and were bent and molded as shown.
The base end portion 81 of the first joint locking member 8 is provided with at least two screw fixing or rivet fixing holes O81 and O82. Is provided with at least one screw or rivet hole Q83.
In addition, it is desirable that the screw fixing hole in this specific example has a diameter of about 5 mm, while the rivet fixing hole preferably has a diameter of about 3.2 mm.

一方、本発明に於いて使用される当該第2の接合係止部材8の構成例は、図4に示す通り、当該基材100は、厚さ1〜2mmのステンレス鋼板(ステンレス316)を使用し、幅W1は、例えば、30mm、長さが52mmの矩形板状体を作成し、係る基材100から、当該基端部91の長さを30mm、当該突起部90の高さHを10mm、当該係止部92の長さを12mmにそれぞれ設定して、図示の様に屈曲させて成型した。
尚、当該第2の接合係止部材8に於ける当該基端部91には、少なくとも4個のビス止め用若しくはリベット止用孔部O91〜O94が設けられ、一方、当該係止部92には、少なくとも1個のビス止め用若しくはリベット止用孔部Q83が設けられている。
On the other hand, in the configuration example of the second joining locking member 8 used in the present invention, as shown in FIG. 4, the base material 100 uses a stainless steel plate (stainless steel 316) having a thickness of 1 to 2 mm. The width W1 is, for example, a rectangular plate-like body having a length of 30 mm and a length of 52 mm. From the base material 100, the length of the base end 91 is 30 mm, and the height H of the protrusion 90 is 10 mm. The lengths of the locking portions 92 were set to 12 mm, and were bent and molded as shown.
The base end portion 91 of the second joint locking member 8 is provided with at least four screw fixing or rivet fixing holes O91 to O94. Is provided with at least one screw or rivet hole Q83.

尚、本発明に於いて、当該接合係止部材8及び9に於ける当該係止部82及び92に形成される当該ビス止め用孔部Q83及びQ93平面形状は、円形であっても良いが、例えば、当該基材100の長手方向S沿って内径を若干長く設定した、楕円形若しくは小判形に形成されたものであっても良い。
係る構成を採用することによって、当該建築物用外壁材1を当該建物の躯体部10に於ける所望の外壁配置予定領域に張り付け固定する際に、接合時に当該建築物用外壁材1の位置の微調整を行く事が可能となる。
In the present invention, the plane shape of the screwing holes Q83 and Q93 formed in the locking portions 82 and 92 in the joint locking members 8 and 9 may be circular. For example, the base material 100 may be formed in an elliptical shape or an oval shape in which the inner diameter is set to be slightly longer along the longitudinal direction S.
By adopting such a configuration, when the outer wall material 1 for a building is attached and fixed to a desired outer wall arrangement planned area in the frame portion 10 of the building, the position of the outer wall material 1 for the building is bonded at the time of joining. Fine adjustments can be made.

本発明に於いて、当該第1と第2の接合係止部材8,9を、当該接合係止部材1の当該裏面材6若しくは当該補強板6’の外表面に取り付け配置される個数は、特に限定されるものではなく、それらの当該接合係止部材1の当該裏面材6若しくは当該補強板6’の外表面に取り付け配置される個数或いはその配置位置は、当該建築物用外壁材1のパネルの大きさや、その重量、或いは使用される接合固定手段の特性等によって好ましい個数は変化するものであり、上記の各種条件を考慮してそれぞれの当該接合係止部材8,9の使用個数や配置位置、或いは配置間隔等間が適正となる様に条決定されるものである。 In the present invention, the number of the first and second joint locking members 8, 9 attached to the outer surface of the back surface material 6 or the reinforcing plate 6 ′ of the joint locking member 1 is as follows. It is not particularly limited, and the number of the attachment locking members 1 attached to the outer surface of the back surface material 6 or the reinforcing plate 6 ′ or the arrangement position thereof is the number of the outer wall material 1 for the building. The preferred number varies depending on the size of the panel, its weight, or the characteristics of the joining and fixing means to be used, and the number of joint locking members 8 and 9 used in consideration of the various conditions described above. The items are determined so that the arrangement position or the arrangement interval is appropriate.

基本的には、当該第1の接合係止部材8は、図2に示す様に、当該建築物用外壁材1の当該裏面材6若しくは当該補強板6’の外表面に於ける下側縁部30の両端部若しくはその近傍部位に配置され、後は必要に応じて、その間に、適宜の個数の当該第1の接合係止部材8を、適宜の間隔で(好ましくは等間隔にて)付加的に取り付ける事が可能である。
同様に、当該第2の接合係止部材9も、図2に示す様に、基本的には、当該建築物用外壁材1の当該裏面材6若しくは当該補強板6’の外表面に於ける上側縁部40の両端部若しくはその近傍部位に配置され、後は必要に応じて、その間に、適宜の個数の当該第1の接合係止部材8を適宜の間隔で(好ましくは等間隔にて)付加的に取り付ける事が可能である。
Basically, as shown in FIG. 2, the first joining and locking member 8 has a lower side edge on the outer surface of the back surface material 6 or the reinforcing plate 6 'of the building outer wall material 1. It arrange | positions at the both ends of the part 30, or its vicinity part, and after that, the suitable number of the said 1st joining locking members 8 are intervened in the meantime (preferably at equal intervals) between them. Additional installation is possible.
Similarly, as shown in FIG. 2, the second joining and locking member 9 is basically on the outer surface of the back surface material 6 or the reinforcing plate 6 ′ of the building outer wall material 1. It arrange | positions at the both ends of the upper edge part 40, or its vicinity part, and after that, if needed, the appropriate number of said 1st joining locking members 8 are set | placed by the appropriate space | interval (preferably at equal intervals) ) Additional installation is possible.

更に、本発明に於いては、当該それぞれの接合係止部材8、9を当該建築物用外壁材1の当該裏面材6若しくは当該補強板6’の外表面7に取り付けるに際し、当該建築物用外壁材1に於ける当該第2の平面部4の当該裏面材6若しくは当該補強板6’を平面で見た場合に、当該それぞれの接合係止部材8、9の、当該個々の延展した係止部82,92が、当該第2の平面部4の当該裏面材6若しくは当該補強板6’の下側端縁部30及び/又は当該第2の平面部4の当該裏面材6若しくは当該補強板6’の上側端縁部40から外方に膨出せしめられる様に取り付けられている事が特徴である。 Further, in the present invention, when the respective joint locking members 8 and 9 are attached to the back surface material 6 of the building outer wall material 1 or the outer surface 7 of the reinforcing plate 6 ′, When the back surface material 6 or the reinforcing plate 6 ′ of the second flat surface portion 4 in the outer wall material 1 is viewed in a plane, the individual extended engagements of the respective joint locking members 8, 9. The stop portions 82 and 92 are the lower edge 30 of the back surface material 6 or the reinforcing plate 6 ′ of the second flat surface portion 4 and / or the back surface material 6 or the reinforcing material of the second flat surface portion 4. It is characterized by being attached so as to bulge outward from the upper edge 40 of the plate 6 '.

更に、本発明に於ける当該接合係止部材8、9の当該第2の平面部4の当該裏面材6若しくは当該補強板6’への取り付けに際しての相互配置部位は、当該建築物用外壁材1に於ける当該第2の平面部4の当該裏面材6若しくは当該補強板6’を平面で見た場合に、当該第2の平面部4の当該裏面材6若しくは当該補強板6’の下側端縁部30に配設される当該第1の接合係止部材8の配置部位R1が、当該第2の平面部4の当該裏面材6若しくは当該補強板6’に沿って上下方向に形成する第1の仮想領域Z1と、該第2の平面部4の当該裏面材6若しくは当該補強板6’の上側端縁部40に配設される当該第2の接合係止部材9の配置部位R2が、当該第2の平面部4の当該裏面材6若しくは当該補強板6’に沿って上下方向に形成する第2の仮想領域Z2とが、相互に重複しないように構成されている事が望ましい具体例である。 Furthermore, the mutual arrangement | positioning site | part at the time of attaching to the said back surface material 6 or the said reinforcement board 6 'of the said 2nd plane part 4 of the said joint locking members 8 and 9 in this invention is the said outer wall material for buildings. 1 when the back surface material 6 or the reinforcing plate 6 ′ of the second flat surface portion 4 is viewed in a plane, under the back surface material 6 or the reinforcing plate 6 ′ of the second flat surface portion 4. An arrangement site R1 of the first joining and locking member 8 disposed on the side edge 30 is formed in the vertical direction along the back surface material 6 or the reinforcing plate 6 ′ of the second flat surface portion 4. The first virtual region Z1 to be arranged, and the arrangement portion of the second joint locking member 9 arranged on the back surface member 6 of the second flat surface portion 4 or the upper edge 40 of the reinforcing plate 6 ′ R2 is formed in the vertical direction along the back surface material 6 or the reinforcing plate 6 ′ of the second flat surface portion 4. And a second virtual area Z2 is a specific example it is preferably configured so as not to overlap with each other.

本発明に於ける当該第1と第2の接合係止部材8、9の配置部位を相互にずらすという構成を採用するのは、図6等に於いて、後述する様に、当該建築物用外壁材1を所望の外壁面に張りつける際に、既に当該建物の外壁部に取り付けら得ている当該下段側の建築物用外壁材1に於ける上縁部40に配置されている当該第2の接合係止部材9の当該係止部92と、これから当該建物の外壁部に取り付けられる予定の当該上段側の建築物用外壁材1’に於ける下縁部30に設けられている当該第1の接合係止部材8の当該係止部82とを近接した状態となる様に取り付け接合固定操作を行う事によって、作業員が、これから当該建物の外壁部に取り付けられる予定の当該建築物用外壁材1’ を既に当該建物の外壁部に取り付けら得ている当該下段側の建築物用外壁材1に対して、如何なる状態で隣接配置するかの決定を、従来の一般的な施工技術に比べて、著しく容易化出来る事になる、更には、作業効率の向上や施工期間の短縮化が効果的に実行されるので、施工コストの大幅な低減化が実現されることになる。 In the present invention, the construction in which the arrangement portions of the first and second joining locking members 8 and 9 are shifted from each other is adopted for the building as will be described later with reference to FIG. When the outer wall material 1 is attached to a desired outer wall surface, the second wall disposed in the upper edge 40 of the lower building outer wall material 1 that has already been attached to the outer wall portion of the building. The engagement portion 92 of the joint engagement member 9 and the lower edge portion 30 of the upper-stage building outer wall material 1 ′ to be attached to the outer wall portion of the building. For the building that is to be attached to the outer wall of the building from now on by performing an attachment / joining / fixing operation so that the locking portion 82 of the one joining / locking member 8 is brought into close proximity. The lower wall material 1 'already attached to the outer wall of the building Compared with conventional general construction techniques, it is possible to make it easier to determine in what state the adjacent outer wall material 1 for the building side is placed. In addition, the work efficiency is improved. Since the construction period is shortened effectively, the construction cost can be greatly reduced.

つまり、本発明に於いては、本発明に係る当該建築物用外壁材1の複数個を相互に近接隣接させて、所望の建物の外壁面に張り付ける操作を継続する際に、既に壁面に張り付けられている第1の建築物用外壁材1の上縁部に設けられている当該接合係止部材9の係止部92と、当該第1の建築物用外壁材1の上縁部40の上側に、当該第1の建築物用外壁材1の上縁部の上側に沿って、近接して隣接配置される当該第2の建築物用外壁材1’の下側縁部30に設けられている当該接合係止部材8の係止部82とを近接させ、場合によっては相互に接触させる様に近接して配置させ、そのままの状態で、適宜の接着剤により当該第2の建築物用外壁材1’を下地材11の表面に仮固定した後、適宜の接合手段、例えば、ビス等を使用して本固定するものであり、係る操作に於いて、当該第1と第2の接合係止部材8、9のそれぞれの係止部82,92は、それぞれ相互に基準部位、基準値を提供しあうので、作業者は、当該係止部82,92の位置を確認するのみで、当該それぞれの建築物用外壁材1、1’、1’”の配置部位を確認することが出来ると同時に、又、当該確認した当該係止部82,若しくは92を当該それぞれの建築物用外壁材1、1’、1’”を水平に配置する場合の水準器としての機能も発揮することが出来る。 That is, in the present invention, when continuing the operation of adhering a plurality of the building outer wall materials 1 according to the present invention close to each other and adhering them to the outer wall surface of a desired building, it is already applied to the wall surface. The locking portion 92 of the joint locking member 9 provided at the upper edge portion of the first building outer wall material 1 attached, and the upper edge portion 40 of the first building outer wall material 1. Is provided on the lower edge 30 of the second building outer wall material 1 ′ adjacent to and adjacent to the upper edge of the first building outer wall material 1. The second building is made close to the engaging portion 82 of the joint engaging member 8 that is used, and may be arranged in close proximity so as to be in contact with each other. After temporarily fixing the outer wall material 1 ′ to the surface of the base material 11, it is permanently fixed using an appropriate joining means such as a screw. In such an operation, the respective locking portions 82 and 92 of the first and second joint locking members 8 and 9 provide a reference portion and a reference value, respectively. The operator can confirm the locations of the respective building outer wall materials 1, 1 ′, 1 ′ ″ only by confirming the positions of the locking portions 82, 92, and at the same time, The confirmed locking portion 82 or 92 can also function as a level when the respective building outer wall materials 1, 1 ′, 1 ′ ″ are horizontally arranged.

一方、本発明に於いて、当該接合係止部材8又は9を、当該建築物用外壁材1を当該裏面材6若しくは当該補強板6’の平面に取り付け固定する場合には、当該接合係止部材8、9に於ける当該基端部81又は91のねじ穴部O81,O82又はねじ穴部O91乃至O94を介して、リベットを使用して取り付ける事が望ましく、当該リベットは、ブラインドリベットである事が好ましく、その長さは1.2乃至3.2mmで、リベット径は、3.2mmであることが望ましい。 On the other hand, in the present invention, in the case where the joint locking member 8 or 9 is attached and fixed to the back surface material 6 or the plane of the reinforcing plate 6 ′, the building outer wall material 1 is fixed. It is desirable to attach using rivets through screw hole portions O81, O82 or screw hole portions O91 to O94 of the base end portion 81 or 91 in the members 8 and 9, and the rivet is a blind rivet. It is preferable that the length is 1.2 to 3.2 mm, and the rivet diameter is 3.2 mm.

一方、当該接合係止部材8又は9を当該建築物の躯体部10に於ける適宜の下地材11の表面に取り付け固定する場合には、当該接合係止部材8、9に於ける当該係止部821又は92のビス穴部Q83又はビス穴部Q91乃至Q92を介して、ビスを使用して取り付ける事が望ましく、当該ビスは、ステンレス製である事が好ましく、その長さは5.0mmであることが望ましい。
尚、本発明に於いて、当該接合係止部材8,9の当該所定の部分を当該所定の部位に接合固定する場合には、何れの場合でも、予め適宜の接着剤を使用して、当該基端部81又は91及び当該係止部を当該裏面材6若しくは当該補強板6’或いは当該下地材11の所望の部位に仮固定した後、当該ビス或いはリベットによって本固定することが望ましい。
特に、本発明に於いて、当該それぞれの接合係止部材8、9は、当該個々の基端部81、91が、当該第2の平面部4の当該裏面材6若しくは当該補強板’’の上に適宜の接合手段を介して接合固定されている事も好ましい具体例である。
On the other hand, when attaching and fixing the joint locking member 8 or 9 to the surface of an appropriate base material 11 in the housing 10 of the building, the locking in the joint locking members 8 and 9 is performed. It is desirable to use a screw to be attached through the screw hole Q83 or screw holes Q91 to Q92 of the part 821 or 92, and the screw is preferably made of stainless steel and has a length of 5.0 mm. It is desirable to be.
In the present invention, when the predetermined portion of the bonding locking members 8 and 9 is bonded and fixed to the predetermined portion, in any case, an appropriate adhesive is used in advance. It is desirable that the base end portion 81 or 91 and the locking portion are temporarily fixed to a desired part of the back surface material 6 or the reinforcing plate 6 ′ or the base material 11, and then fixed by the screws or rivets.
In particular, in the present invention, each of the joint locking members 8 and 9 has the respective base end portions 81 and 91 formed of the back surface material 6 of the second flat surface portion 4 or the reinforcing plate ''. It is also a preferable specific example that it is bonded and fixed to the upper portion through an appropriate bonding means.

本発明に係る当該建築物用外壁材1は、平板状の構造物として上記各具体例では、説明してきたが、本発明に於ける更に別の具体例に於いては、当該建築物用外壁材1は、平板状の外観構造を有するものでなく、図9に示す通り、L字状に屈曲して形成された建築物用外壁材1が使用されるものである。
即ち、図9に示す様な当該L字型接合支持部材1は、建物の外壁面に於ける直角状の構成部分に配置されるために使用されるものであって、基本的には、当該石材からなる第1の平面板部2を外側とし、ハニカム構造体を含む当該第2の平面板部4を内側となる様に、略直角に折り曲げた構造を採用するものである。
本発明に係る当該L字型接合支持部材1を製造する方法は、特に限定されるものではなく、従来からの一般的技術が使用されるものであり、例えば、平板状の当該建築物用外壁材1を適宜の部位で、当該建築物用外壁材1の平面に対して45度の角度で、斜めに切断し、当該切断面を一部反転させながら再度当該切断面同士を張り合わせて、適宜の接合手段を介して、接合固定する事により容易に製造する事が可能である。
The building outer wall material 1 according to the present invention has been described as a flat structure in each of the above specific examples. In yet another specific example of the present invention, the building outer wall 1 The material 1 does not have a flat plate-like external structure, but as shown in FIG. 9, the building outer wall material 1 formed by bending in an L shape is used.
That is, the L-shaped joint support member 1 as shown in FIG. 9 is used to be disposed at a right-angled component on the outer wall surface of a building. A structure in which the first flat plate portion 2 made of stone is bent outside and the second flat plate portion 4 including the honeycomb structure is bent inside is adopted at a substantially right angle.
The method of manufacturing the L-shaped joint support member 1 according to the present invention is not particularly limited, and a conventional general technique is used. For example, the flat outer wall for a building Cut the material 1 diagonally at an appropriate part at an angle of 45 degrees with respect to the plane of the building outer wall material 1 and paste the cut surfaces together while partially inverting the cut surfaces. It is possible to manufacture easily by joining and fixing through the joining means.

当該具体例に係る当該建築物用外壁材1に於いては、L字型の内壁面を構成する当該裏面材6若しくは当該補強板6’の側の上側縁部40には、前記した当該第2の接合係止部材9を、又、当該下側縁部30には、前記した当該第1の接合係止部材8を、それぞれ所望の数、所望の部位に所望の相互間隔を介して配置固定されているものである。
係る具体例に於いても、当該裏面材6若しくは当該補強板6’の側の上側縁部40に配置接合される当該第2の接合係止部材9の配置部位と、当該下側縁部30に配置接合される当該第1の接合係止部材8の配置部位とは、当該裏面材6若しくは当該補強板6’を垂直方向に見た場合に、それぞれの配置部位が形成するは、前記した第1の仮想領域Z1と、第2の仮想領域Z2とが、相互に重複しない様な関係を保って配置されていることが望ましい事は云うまでもない。
又、本具体例に於ける当該当該L字型建築物用外壁材1の一方の辺部の長さLx、及び他方の辺部の長さLy更には当該高さHzは、何れも特に限定されるものではなく、使用される部位に応じて、適宜の寸法に設定する事が可能である。
In the building outer wall material 1 according to the specific example, the upper edge 40 on the side of the back surface material 6 or the reinforcing plate 6 ′ constituting the L-shaped inner wall surface is provided with the above-mentioned first. Two joining locking members 9 and the above-mentioned first joining locking members 8 are arranged at a desired number and a desired position on the lower edge portion 30 with a desired mutual interval. It is fixed.
Even in such a specific example, the arrangement part of the second joining locking member 9 arranged and joined to the upper edge 40 on the back material 6 or the reinforcing plate 6 ′ side, and the lower edge 30. The arrangement part of the first joining and locking member 8 arranged and joined to each other is that each arrangement part is formed when the back material 6 or the reinforcing plate 6 ′ is viewed in the vertical direction. Needless to say, it is desirable that the first virtual area Z1 and the second virtual area Z2 are arranged so as not to overlap each other.
Further, the length Lx of one side of the outer wall material 1 for L-shaped building 1 in this specific example, the length Ly of the other side, and the height Hz are particularly limited. However, it is possible to set an appropriate size according to the part to be used.

以下に、本発明に係る当該建築物用外壁材1を使用して、所望の建物の外壁部に張り付けて高級感のある外壁面を形成する施工方法の一具体例を図5乃至図7を参照しながら詳細に説明する。
本発明に係る当該石材を含む建築物用外壁材1は、既に工場に於いて、当該接合係止部材8、9が既に取り付けら得ているので、当該建築物用外壁材1が建築工事現場に到着した時点では、作業者が、配送パッケージから個々の当該建築物用外壁材1を取り出し、単に、建築物の躯体部に於ける当該各建築物用外壁材1の張り付け予定部位に配設する操作を簡便な作業を行うだけで、初期施工作業は完了する。
然も、本発明に係る当該建築物用外壁材1は、軽量化されているので、一人の作業員だけで、上記作業を容易且つ迅速い実行出来るので、効率的である。
その後、本発明に於ける建築物の外壁施工方法に於いては、当該建築物用外壁材1の張り付け予定部位の下地材表面11に墨付を行うなどで、基準点をマークし、若しくは、目測或いは適宜の水準器を使用して、当該建築物用外壁材1を水平を維持する様に配慮しながら当該位置に配置し、当該接合係止部材8、9の係止部82,92を当該下地材表面11に任意の接着剤を使用して仮止めし、その後、当該当該接合係止部材8、9の係止部82,92をリベット或いはビス等の適宜の接合固定手段を使用して、本格的に接合固定する。
Below, one specific example of the construction method which uses the said building outer wall material 1 which concerns on this invention, affixes on the outer wall part of a desired building, and forms an outer wall surface with a high-class feeling is shown in FIG. 5 thru | or FIG. Details will be described with reference to FIG.
The building outer wall material 1 including the stone material according to the present invention has already been attached to the joint locking members 8 and 9 in the factory. When the worker arrives at the building, the operator takes out the individual building outer wall material 1 from the delivery package, and simply arranges the building outer wall material 1 at the site where the building outer wall material 1 is to be affixed in the building body. The initial construction work is completed simply by performing a simple operation.
However, since the building outer wall material 1 according to the present invention is reduced in weight, the above work can be easily and quickly performed by only one worker, which is efficient.
Thereafter, in the building exterior wall construction method according to the present invention, the reference point is marked or visually measured by marking the base material surface 11 of the site to be pasted of the building exterior wall material 1. Alternatively, using an appropriate level, the building outer wall material 1 is arranged at the position while taking care to maintain the level, and the locking portions 82 and 92 of the joint locking members 8 and 9 are The base material surface 11 is temporarily fixed using an arbitrary adhesive, and then the locking portions 82 and 92 of the bonding locking members 8 and 9 are used using appropriate bonding and fixing means such as rivets or screws. Fasten and bond in earnest.

本発明に於いては、当該建物の躯体部10を構成する材料は、一般的にはコンクリート或いはモルタルが使用されるが、当該材料では、ビス或いはリベットが作用しない事及び当該コンクリート或いはモルタルの表面は完全な平面でないので、その上に本発明に係る当該建築物用外壁材1を張り合わせても、外壁面を完全な平面に形成する事が不可能であるので、当該コンクリート或いはモルタルの表面に通称、大平板と称される適宜の板状部11単独或いは当該大平板11の表面に更に適宜の合板11’を配置する事が望ましい。
本発明に於いては、当該大平板11若しくは当該大平板11と当該適宜の合板11’との張り合わせ体の表面から、当該躯体部1を構成する木材、コンクリート或いはモルタル部材に向けて、適宜のドリルビス等を使用して当該大平板11若しくは当該大平板11と当該適宜の合板11’との張り合わせ体を当該躯体部に接合固定する事が望ましい。
In the present invention, concrete or mortar is generally used as the material constituting the building body 10 of the building. However, the material does not act on screws or rivets, and the surface of the concrete or mortar. Is not a perfect plane, and even if the outer wall material 1 for building according to the present invention is laminated thereon, it is impossible to form the outer wall surface into a perfect plane. It is desirable to arrange an appropriate plywood 11 ′ alone or on the surface of the large plate 11.
In the present invention, from the surface of the large flat plate 11 or a bonded body of the large flat plate 11 and the appropriate plywood 11 ′, suitable for the wood, concrete, or mortar member constituting the casing portion 1. It is desirable to join and fix the large flat plate 11 or a bonded body of the large flat plate 11 and the appropriate plywood 11 ′ to the housing using a drill screw or the like.

本発明に係る当該建築物の外壁施工方法を、図7を参照して更に詳細に説明するならば、本発明に係る上記構成を有する建築物用外壁材1を、最下段、つまり第1段目の所望の建築物の躯体側の、例えば柱部10に於ける最下段に、当該第1段目の当該建築物用外壁材1を張り付ける場合に、当該建築物用外壁材1を張り付けるための領域U1に対応した部位に設けられた、所望の下地材、例えば、大平板11の表面に、更に適宜の合板11’を張り合わせた当該下地材の表面に当該建築物用外壁材1を張り付けるに際し、当該建築物用外壁材1を、当該建築物用外壁材1の当該第1と第2の接合係止部材8、9が配備されている当該第2の平面板面4を当該下地材11表面に対向させると共に、当該第1と第2の接合係止部材8、9に於ける当該各係止部82,92を当該下地材11若しくは11’の表面に接触させた後、当該第1の接合係止部材8に於ける複数個の当該係止部82を、当該建築物用外壁材1の水平水準を採りながら、所望の接合固定手段を使用して、当該下地材11若しくは11’の表面に仮固定した後、当該第2の接合係止部材9に於ける複数個の当該係止部92を、所望の接合固定手段を使用して、当該下地材11若しくは11’の表面に仮固定し、その後、同時に当該第1と第2の接合係止部材8、9に於ける当該各係止部82,92を当該下地材11若しくは11’の表面に適宜の接合固定手段を使用して本固定する第1の作業工程と、係る工程を同一の段に於いて他の当該建築物用外壁材1を既に接合配置を終了した当該建築物用外壁材1の横面に隣接配置して、上記と同じ操作を繰り返し、第1段目の壁材の張り付け作業を終了させる。
尚、本発明に於いては、当該建築物用外壁材1を張り付ける予定部位である当該下地材11の表面に、当該建築物用外壁材1の当該接合係止部材8、9に於ける当該係止部82、92が接合されるべき、部位60及び/又は70に予め適切な手段を用いて、マーキングしておく事も望ましい具体例である。
If the outer wall construction method for the building according to the present invention is described in more detail with reference to FIG. 7, the outer wall material 1 for a building having the above-described configuration according to the present invention is the lowest level, that is, the first level. When the outer wall material 1 for a building of the first step is attached to the lowermost stage, for example, in the column portion 10 of the building side of the desired building of the eye, the outer wall material 1 for the building is attached. The outer wall material 1 for a building provided on a surface of a desired base material, for example, a surface of a large flat plate 11 and an appropriate plywood 11 ′, which is further bonded to the surface corresponding to the region U1 Is attached to the outer wall material 1 for the building, and the second flat plate surface 4 on which the first and second joint locking members 8 and 9 of the outer wall material 1 for the building are arranged. While facing the surface of the base material 11, the first and second joint locking members 8, 9 After making each said latching | locking part 82,92 contact the surface of the said base material 11 or 11 ', the said several latching | locking part 82 in the said 1st joining latching member 8 is used for the said building While adopting a desired level of the outer wall material 1 and temporarily fixing it to the surface of the base material 11 or 11 ′ using a desired joining and fixing means, a plurality of the second joining and locking members 9 are used. The locking portion 92 is temporarily fixed to the surface of the base material 11 or 11 ′ by using a desired bonding and fixing means, and thereafter, the first and second bonding locking members 8 and 9 are simultaneously fixed. The first working process of fixing each of the engaging portions 82 and 92 to the surface of the base material 11 or 11 ′ using an appropriate joining and fixing means, and the process in the same stage Adjacent to the lateral surface of the building outer wall material 1 that has already finished joining and arranging the building outer wall material 1 Then, the same operation as described above is repeated, and the first stage wall material pasting operation is completed.
In the present invention, the surface of the base material 11 which is a portion to which the building outer wall material 1 is to be attached is attached to the joint locking members 8 and 9 of the building outer wall material 1. It is also a desirable specific example that the portions 60 and / or 70 to which the locking portions 82 and 92 are to be joined are marked in advance using appropriate means.

上記した各操作を当該第1段目に配置されるべき全ての建築物用外壁材1を同一段内で相互に横方向に連接される様に、当該下地材11表面に接合固定する操作が実行される。
その後、当該第1段目の直接的上の段である第2段目に移り、当該第2段目の壁材の張り付け作業である第2の作業工程が実行されるが、当該第2の作業工程に於いては、当該第1の作業工程に於けると同様に、当該建築物用外壁材1’を、所望の当該下地11表面に対向させると同時に、当該新たな建築物用外壁材1’を、当該建築物用外壁材1’の下側縁部30に配置されている当該第1の接合係止部材8に於ける当該係止部82が、既に当該下地材表面に張り付けられている当該建築物用外壁材1の当該第2の接合係止部材9に於ける当該係止部92が配備されている上側縁部40に沿って、近接配置せしめ、且つ、当該新たな建築物用外壁材1’の当該第1の接合係止部材8が配備されている下側縁部30と、既に当該下地材11表面に張り付けられている当該建築物用外壁材1の当該上側縁部40とが並行となる様に当該下地材11表面に当接させると共に、当該第1の接合係止部材8に於ける複数個の当該係止部82を、要すれば、所望の接合固定手段を使用して、当該下地材11表面に仮固定した後、当該第2の接合係止部材9に於ける複数個の当該係止部92を、所望の接合固定手段を使用して、当該下地材11表面に仮固定し、その後、同時に当該第1と第2の接合係止部材8,9に於ける当該各係止部82,92を当該下地材11表面に本固定する第2の作業工程を繰り返し、第2段目の壁材の張り付け作業を終了した後、上記した第1及び第2の作業を繰り返し、所望の段目数に於ける当該建築物用外壁材1の張り付け作業が完了するまで上記作業が継続される事を特徴とする建築物の外壁施工方法である。
An operation of joining and fixing the above-described operations to the surface of the base material 11 so that all the building outer wall materials 1 to be arranged in the first step are connected to each other in the lateral direction in the same step. Executed.
Thereafter, the second stage, which is the stage directly above the first stage, moves to the second stage, which is a work of attaching the second stage wall material. In the work process, as in the first work process, the building outer wall material 1 ′ is opposed to the desired surface of the base 11 and at the same time, the new building outer wall material. 1 'is already pasted on the surface of the base material in the first joint locking member 8 disposed on the lower edge 30 of the building outer wall material 1'. The new outer building 1 is arranged close to the upper edge 40 where the locking portion 92 of the second joint locking member 9 of the building outer wall material 1 is disposed. The lower edge portion 30 of the outer wall material 1 ′ for objects on which the first joining and locking member 8 is disposed, and the surface of the base material 11 are already stretched. A plurality of pieces in the first joint locking member 8 are brought into contact with the surface of the base material 11 so that the upper edge portion 40 of the outer wall material for building 1 attached is parallel. If necessary, the locking portion 82 is temporarily fixed to the surface of the base material 11 by using a desired bonding and fixing means, and then a plurality of the locking portions in the second bonding and locking member 9 are used. The stop portion 92 is temporarily fixed to the surface of the base material 11 by using a desired bonding and fixing means, and thereafter, the respective locking portions in the first and second bonding locking members 8 and 9 are simultaneously used. After repeating the second work process of permanently fixing 82 and 92 to the surface of the base material 11 and finishing the second-stage wall material pasting work, the first and second works described above are repeated, and the desired work is performed. The above work should be continued until the work of pasting the building outer wall material 1 in the number of steps is completed. A outer wall construction method of a building, characterized.

尚、上記具体例に於いては、当該下地材として、当該建築物用外壁材1の張り付け予定領域全面をカバーする大平板11の表面に当該大平板11と略同等の領域面を持った適宜の合板11’を重畳させて使用しているが、本発明の別の具体例にあっては、図8に示す通り、当該合板11’は、当該大平板11と同じ領域面を有するものではなく、所定の幅を持った長尺状の複数本の細幅板状体が適宜の間隔、例えば、当該建築物用外壁材1の縦方向の長さを勘案して、それぞれの当該建築物用外壁材1に設けられている当該接合係止部材が個別に接合固定出来る部位が確保できる間隔、で配置固定されているものであっても良い。
本発明に於いては、当該建築物用外壁材1に於ける当該接合係止部材8,9の当該突起部80、90は、スペーサーとしての機能を有しており、それによって、当該下地材11の表面が完全平面である場合には、作業員は、連続して配置される複数個の当該建築物用外壁材1の表面に凹凸が発生する事を何ら心配することなく、容易且つ迅速に当該建築物用外壁材1の当該下地材11表面に取り付ける作業を実行する事が可能である。
本発明に於ける当該建築物の外壁施工方法に於いては、当該建物の外壁部に本発明に係る当該建築物用外壁材1を張り付ける操作を実行するに際し、最下段、つまり第1段目に配置される当該建築物用外壁材1の下側縁部30と躯体部10との間には適宜の水抜き機構88を設けておく事も望ましい
In the above specific example, as the base material, the surface of the large flat plate 11 covering the entire area to be pasted of the building outer wall material 1 has an area surface substantially equivalent to the large flat plate 11 as appropriate. In another specific example of the present invention, as shown in FIG. 8, the plywood 11 ′ does not have the same area surface as the large plate 11. The long narrow plate-like bodies having a predetermined width are appropriately spaced, for example, taking into account the length in the vertical direction of the outer wall material 1 for the building. The joint locking member provided on the outer wall material 1 may be arranged and fixed at an interval that can secure a part that can be joined and fixed individually.
In the present invention, the projections 80 and 90 of the joint locking members 8 and 9 in the building outer wall material 1 have a function as a spacer, and thereby the base material. When the surface of 11 is a complete plane, the worker can easily and quickly do not worry about the occurrence of irregularities on the surface of the plurality of building outer wall materials 1 arranged in succession. It is possible to perform the operation | work attached to the said base material 11 surface of the said outer wall material 1 for buildings.
In the building exterior wall construction method according to the present invention, when the operation of attaching the building exterior wall material 1 according to the present invention to the exterior wall portion of the building is executed, the lowest level, that is, the first level. It is also desirable to provide an appropriate water draining mechanism 88 between the lower edge 30 of the building outer wall material 1 placed in the eye and the housing 10.

更に、本発明に於ける当該建築物の外壁施工方法於いては、当該第1段目に配置される当該建築物用外壁材1の上側縁部40と当該第2段目に配置される当該建築物用外壁材1’の下側縁部30との間に形成される間隙溝部85を出来るだけ狭くすることが望ましいが、一方で、当該間隙溝部85は、当該係止部82,92を当該下地材11の表面に接合固定する為に、リベット或いはビス等を挿入させる操作と、当該リベット或いはビス等を打ち込み或いは螺子込みする為の接合機器の先端部を間挿させる必要があるため、少なくとも、当該接合機器の先端部が挿入出来る程度の間隔は必要である。
そのため、本発明に於いては、当該間隙溝部85の当該間隔を当該作業性と最終的な外観の見栄え等を勘案して8乃至12mm、好ましくはl0mmと設定する事が望ましい具体例である。
更に、本発明に於いては、当該間隙溝部85には、最後の施工工程で、適宜の目地材50を挿入して、最終的な美観を演出して完了する。
本発明に於ける当該建築物の外壁施工方法に従って、施工された建物の外壁の完成された構成の断面図が図5に示されている。
Further, in the method for constructing an outer wall of the building in the present invention, the upper edge portion 40 of the building outer wall material 1 arranged in the first stage and the part arranged in the second stage. While it is desirable to make the gap groove 85 formed between the lower edge 30 of the building outer wall material 1 ′ as narrow as possible, the gap groove 85 makes the locking portions 82 and 92 In order to bond and fix to the surface of the base material 11, it is necessary to insert an operation of inserting a rivet or a screw or the like, and a tip of a joining device for driving or screwing the rivet or a screw or the like, At least an interval at which the tip of the joining device can be inserted is necessary.
Therefore, in the present invention, it is desirable that the interval of the gap groove 85 is set to 8 to 12 mm, preferably 10 mm, in consideration of the workability and the final appearance.
Furthermore, in the present invention, an appropriate joint material 50 is inserted into the gap groove portion 85 in the final construction step to produce a final beauty and complete.
FIG. 5 shows a cross-sectional view of the completed configuration of the outer wall of the building constructed according to the building outer wall construction method of the present invention.

本発明に於いては、特に、当該建築物用外壁材1と当該下地材11の表面部との間に空間部200が必ず形成されることになり、この部分200がその内部に存在する空気に、矢印201に示す様な上昇気流を発生させることになり、その結果、当該空間部200内部に露滴の発生を防止すると同時に、当該内部を常時乾燥状態に維持する事が可能となるので、当該内部200内の下地材11の表面が水で腐食する心配が全くなく、更に、当該空間部200が断熱効果を発揮することから、当該建物の内部の室内での温度調整が行われ、経済的な建物が得られるという利点もある。
処で、本発明に係る当該建築物用外壁材1は、主に建物の外壁面を形成する部分に使用される例を説明して来たが、本発明は、当該建物の外壁部に使用されるものに限定されるものではなく、建物の内部に於ける内壁部にも同様の施工方法により施工され、上記したと同様の効果を以て使用されるうるものである事は明らかである。
In the present invention, in particular, a space portion 200 is necessarily formed between the building outer wall material 1 and the surface portion of the base material 11, and this portion 200 exists in the air. In addition, ascending air current as shown by the arrow 201 is generated, and as a result, it is possible to prevent the generation of dew droplets in the space portion 200 and to keep the inside constantly dry. In addition, there is no concern that the surface of the base material 11 in the interior 200 corrodes with water, and further, since the space portion 200 exerts a heat insulating effect, the temperature adjustment in the room inside the building is performed, There is also an advantage that an economical building can be obtained.
By the way, although the said exterior wall material 1 for the building which concerns on this invention has demonstrated the example used mainly for the part which forms the outer wall surface of a building, this invention is used for the outer wall part of the said building It is not limited to those described above, and it is apparent that the inner wall portion in the building can be constructed by the same construction method and used with the same effects as described above.

本発明に於ける当該建築物の外壁施工方法の他の具体例を以下に説明する。
即ち、当該別の具体例に於いては、上記した本発明に係る当該建築物用外壁材1を用意する第1の工程、当該建築物の躯体側10に於ける、当該建築物用外壁材1を張り付けるための領域に対応した部位Uに、表面平坦な下地材11を配置する第2の工程、当該複数個の建築物用外壁材1を、当該建物外壁部の最下段(第1段部)部位に張り付ける為に、個々の当該建築物用外壁材1に於ける、当該第1の接合係止部材8が配置されている下側縁部30を下側に向けて当該下地材11の表面に押し付け、水平基準を取りながら、当該第1の接合係止部材8の当該係止部82を当該下地材11の表面に接合固定する第3の工程、次いで、当該建築物用外壁材1に於ける、当該第2の接合係止部材9の当該係止部92を、当該下地材11表面に接合固定する第4の工程、当該第1乃至第4の工程を、当該建物外壁部の最下段(第1段部)部位に全ての当該建築物用外壁材1の張り付けが完了するまで繰り返す第5の工程、当該複数個の建築物用外壁材1を、当該建物外壁部の第2段部に張り付ける為に、個々の当該建築物用外壁材1に於ける、当該第1の接合係止部材8が配置されている下側縁部30を下側に向けて、既に張り付けられている当該第1段部の当該建築物用外壁材1の当該上側縁部40の上方位置に対応する下地材11の表面に押し付け、当該第1段部の当該建築物用外壁材1の当該上側縁部40に設けられている当該第2の接合係止部材9の当該係止部材92と、当該建物外壁部の第2段部に張り付ける当該建築物用外壁材1’の当該下側縁部30の当該第1の接合係止部材8の当該係止部材82との水平位置を一致させるように当該下地材11の表面に接合固定する第6の工程、当該第6の工程を当該建物外壁部の第2段部に全ての当該建築物用外壁材1’の張り付けが完了するまで繰り返す第7の工程、上記各工程を全ての所望段部に当該建築物用外壁材の張り付けが完成するまで繰り返す第8の工程、及び当該各段部間に形成された、当該係止部取り付け操作用の間隙溝部85に適宜の目地材50を埋め込む第9の工程、とから構成されている事を特徴とする建築物の外壁施工方法である。
Another specific example of the building outer wall construction method in the present invention will be described below.
That is, in the other specific example, the first step of preparing the building outer wall material 1 according to the present invention described above, the building outer wall material on the housing side 10 of the building. A second step of disposing a base material 11 having a flat surface on a portion U corresponding to a region for attaching 1, the plurality of building outer wall materials 1, the lowermost stage of the building outer wall portion (first In order to stick to the (stepped portion) part, in each of the building outer wall materials 1, the lower edge 30 where the first joining and locking member 8 is disposed faces downward and the base. A third step of pressing the locking portion 82 of the first bonding locking member 8 to the surface of the base material 11 while pressing against the surface of the material 11 and taking a horizontal reference, and then for the building In the outer wall material 1, the locking portion 92 of the second bonding locking member 9 is bonded to the surface of the base material 11. 4th process to determine, the said 1st thru | or 4th process is repeated until the pasting of all the said exterior wall materials 1 for said buildings to the lowest step (1st step part) site | part of the said building outer wall part is completed. In order to attach the plurality of building outer wall materials 1 to the second step portion of the building outer wall portion, the first joint locking in each of the building outer wall materials 1 is performed. The base | substrate corresponding to the upper position of the said upper edge part 40 of the said outer wall material 1 for the said building of the said 1st step part already stuck by making the lower edge part 30 in which the member 8 is arrange | positioned downward. The locking member 92 of the second joint locking member 9 provided on the upper edge 40 of the outer wall material 1 for the building, pressed against the surface of the material 11, and the building The first joining and locking member 8 of the lower edge 30 of the building outer wall material 1 ′ attached to the second step of the outer wall. The sixth step of joining and fixing the surface of the base material 11 so as to coincide with the horizontal position of the locking member 82, and the sixth step are all applied to the second step of the building outer wall. A seventh step that repeats until the attachment of the outer wall material 1 ′ for objects is completed, an eighth step that repeats the above steps until the attachment of the outer wall material for buildings to all desired steps is completed, and the respective steps It is a 9th process of embedding appropriate joint material 50 in the gap groove part 85 for the engaging part attachment operation formed between the parts, and is the exterior wall construction method of a building characterized by things .

次に、本発明に於ける第3の態様について、その具体例を詳細に説明する。
つまり、本発明に係る当該第3の態様は、上記した第1の態様では、下段を構成する当該建築物用外壁材1の上側縁線と上段を構成する当該建築物用外壁材1の下側縁線との間は、当該接合係止部材8、9の係止部82、92等をビスやねじで当該下地部11の表面に固定する操作が必要であることから、少なくとも8mmの間隔を空ける必要があり、その部分を後で目地止めする方法が採用されていたのに対し、特に本発明に係る建築物用外壁材1を当該建物の外壁或いは室内の壁等に使用する場合に、目地が無い状態のデザインも求められることから、当該目地を形成せずに当該建築物用外壁材1を取り付ける施工方法が求められている。
Next, a specific example of the third aspect of the present invention will be described in detail.
In other words, in the third aspect according to the present invention, in the first aspect described above, the upper edge line of the building outer wall material 1 constituting the lower stage and the lower part of the building outer wall material 1 constituting the upper stage. Between the side edge lines, an operation of fixing the locking portions 82 and 92 of the joint locking members 8 and 9 to the surface of the base portion 11 with screws or screws is necessary. In the case where the building exterior wall material 1 according to the present invention is used for an outer wall of the building or an indoor wall, etc. Since a design without joints is also required, a construction method for attaching the building outer wall material 1 without forming the joints is required.

本発明に於ける当該第3の態様は、係る技術的要請に答える為に開発された技術であって、基本的には、図10乃至図13に示されている通り、当該建築物用外壁材1の下縁部側に取り付けられる当該接合係止部材8の当該係止部82を直接的に螺子或いはビスにより当該下地材11の表面に接合固定するのではなく、当該係止部82を当該下地材11の表面に別途予め固定配置されている新たに用意された差し込み型受部20に設けられている係止具嵌合固定部材21内に差し込み挿入して係止固定する様に構成されているものである。
即ち、本発明に於ける当該第3の態様に於いては、当該所定の建物躯体部10に設けられた所望の大平板11或いはその上に貼着された適宜の合板11’からなる壁用下地材の表面上で、垂直方向での上下方向に連続的に配置される当該複数個の建築物用外壁材1の内の相互に隣接する下段部に配置されている当該第1の建築物用外壁材1の上側縁線部40とその上段部に配置されている当該別の第1の建築物用外壁材1’の下側縁線部30とが、相互に近接し或いは隣接接合する様に配置され、当該上側縁線部40と当該下側縁線部30との間には、間隙が形成されないか、或いは、当該間隔を、任意の長さに調節可能な短い幅を持つ間隔に設定する事が可能となる。
The third aspect of the present invention is a technique developed to answer such a technical request, and basically, as shown in FIGS. 10 to 13, the building outer wall. The locking portion 82 of the bonding locking member 8 attached to the lower edge side of the material 1 is not directly bonded and fixed to the surface of the base material 11 with screws or screws, but the locking portion 82 is It is configured to be inserted and inserted into a locking tool fitting and fixing member 21 provided in a newly prepared plug-in type receiving portion 20 that is separately fixed and arranged in advance on the surface of the base material 11. It is what has been.
That is, in the third aspect of the present invention, for a wall comprising a desired large flat plate 11 provided in the predetermined building frame portion 10 or an appropriate plywood 11 ′ adhered thereon. The 1st building arrange | positioned in the lower step part mutually adjacent | abutted among the plurality of building outer wall materials 1 arrange | positioned continuously on the surface of a base material in the up-down direction in the perpendicular direction. The upper edge line portion 40 of the outer wall material 1 for use and the lower edge line portion 30 of the other first building outer wall material 1 ′ arranged on the upper stage portion thereof are adjacent to each other or adjacently joined. The gap is not formed between the upper edge line portion 40 and the lower edge line portion 30 or the gap has a short width that can be adjusted to an arbitrary length. It is possible to set to.

本発明に於ける当該係止具嵌合固定部材20の構成の一具体例の詳細を、図10を参照しながら説明する。
つまり、本具体例で使用される当該係止具嵌合固定部材20は、一枚の金属鋼板を図10(A)に示す様な形状に打ち抜いて形成された当該基礎金属片31を図10(B)乃至図10(G)に示す様に屈曲させて形成されたものであって、基本的には、一対の取付片部23、23’と当該一対の取付片部23、23’の中間部に設けられている当該係止片受入部21とで構成されており、且つ当該係止片受入部21の内部には、当該挿入されてきた当該第1の接合係止部材8に於ける当該係止片部82を押圧固定する保持部材24が設けられているものである。
当該取付片部23、23’には、ビス或いは螺子を通過させる為の穴部25、25’が設けられており、当該穴部25、25’は、円形であっても良いが、位置調整のために、楕円形に構成されていても良い事は言うまでもない。
当該取付片部23と23’との間には、当該係止片受入部21を構成する為の一対の立ち上り部22と22’とその中間部に設けられている係止片受入部構成板部21’とが設けられており、当該それぞれの境界線部を直角にそれぞれ折り曲げて、図10(G)に示す様な当該係止片受入部21を含んだ当該係止具嵌合固定部材20が形成されるものである。
Details of a specific example of the configuration of the locking member fitting and fixing member 20 in the present invention will be described with reference to FIG.
In other words, the locking member fitting and fixing member 20 used in this specific example is the basic metal piece 31 formed by punching one metal steel plate into a shape as shown in FIG. (B) to FIG. 10 (G) are formed by bending, and basically, a pair of attachment pieces 23, 23 ′ and a pair of attachment pieces 23, 23 ′. The locking piece receiving portion 21 provided in the intermediate portion is formed in the locking piece receiving portion 21 and the inserted first locking member 8 is inserted into the locking piece receiving portion 21. The holding member 24 that presses and fixes the locking piece portion 82 is provided.
The mounting pieces 23 and 23 ′ are provided with holes 25 and 25 ′ for allowing screws or screws to pass therethrough. The holes 25 and 25 ′ may be circular, but the position adjustment may be performed. For this reason, it is needless to say that an oval shape may be used.
Between the attachment piece portions 23 and 23 ′, a pair of rising portions 22 and 22 ′ for constituting the engagement piece receiving portion 21 and an engagement piece receiving portion constituting plate provided at an intermediate portion thereof Part 21 'is provided, and each of the boundary line parts is bent at a right angle, and the engaging tool fitting fixing member including the engaging piece receiving part 21 as shown in FIG. 20 is formed.

一方、図10(A)に示されている当該基礎金属片31の長手方向の一方の端縁部32から外方向に突出して形成された突起部24は、上記した折り曲げ加工時に、当該立ち上り部22と22’と当該係止片受入部構成板部21’とで構成された当該係止片受入部21の内部空間内に傾斜状に折り曲げられ、後述する様に、当該係止片受入部21の内部に差し込み挿入されて来た、当該第1の接合係止部材8に於ける当該係止片部82を弾発的に押圧固定する保持部材24として機能するものである。
尚、図10(B)は、当該係止具嵌合固定部材20の正面図であり、図10(C)は、その上面図であり、図10(D)は、その背面図である。
一方、図10(E)は、当該係止具嵌合固定部材20の側面図であり、又、図10(F)は、図10(D)に於ける矢印線X,X’から見た側部断面図である。
On the other hand, the protrusion 24 formed so as to protrude outward from one end edge 32 in the longitudinal direction of the basic metal piece 31 shown in FIG. 22 and 22 ′ and the locking piece receiving portion constituting plate portion 21 ′ are bent into an inner space of the locking piece receiving portion 21, and the locking piece receiving portion is bent as described later. 21 functions as a holding member 24 that elastically presses and fixes the locking piece portion 82 of the first bonding locking member 8 inserted and inserted into the first bonding locking member 8.
10B is a front view of the locking member fitting and fixing member 20, FIG. 10C is a top view thereof, and FIG. 10D is a rear view thereof.
On the other hand, FIG. 10 (E) is a side view of the locking member fitting / fixing member 20, and FIG. 10 (F) is viewed from the arrow lines X and X ′ in FIG. 10 (D). It is side part sectional drawing.

此処で、本発明に使用される当該係止具嵌合固定部材20の具体的構成について以下に説明する。
即ち、当該係止具嵌合固定部材20は、図10(A)に示されている通り、例えば、その幅Wが13mmで、その長さLが40mmである矩形状の金属鋼材で構成された金属辺31を基材とし、その左右両端部からそれぞれ中心部に向けて幅w2を持つ一対の取付片部23、23’が設けられるとともに、当該一対の取付片部23、23’それぞれの端縁部から当該金属辺31の中心部に向けて幅w3を持つ領域部で構成された一対の立ち上り部22と22’が設けられ、更に当該立ち上り部22と22’の中間部に、幅w1が15mmである領域部で構成された係止片受入部21とが設けられている。
更に、当該金属片31の長手方向の一方の側縁部32から外方に向けて、高さh1が6mmで、その幅w4が14mmで構成された保持部材24が設けられている。
本発明に於ける当該保持部材24は、上記した通り、当該第1の接合係止部材8に於ける当該係止片部82が、当該係止具嵌合固定部材20内に挿入された場合に、当該当該係止片部82を、ばね力による弾発機構に基づいて、当該係止具嵌合固定部材20内に押圧固定する機能を有するものである。
当該保持部材24は、図10(F)或いは図10(G)に示す通り、当該係止具嵌合固定部材20内で斜め状態となる様に折り曲げられている事が望ましい具体例である。
本発明に於ける当該係止片受入部21の幅w1は、少なくとも当該第1の接合係止部材8に於ける当該係止片部82の幅よりも長くなるように設定される事が望ましく、又、当該係止片受入部21の高さ、つまり幅W1は、当該第1の接合係止部材8に於ける当該係止片部82の長さと少なくとも同等の長さに設定されている事が好ましい具体例である。
Here, a specific configuration of the locking member fitting and fixing member 20 used in the present invention will be described below.
That is, as shown in FIG. 10 (A), the latch fitting fixing member 20 is made of, for example, a rectangular metal steel material having a width W of 13 mm and a length L of 40 mm. A pair of attachment piece portions 23 and 23 'having a width w2 from the left and right end portions toward the center portion are provided, and each of the pair of attachment piece portions 23 and 23' is provided. A pair of rising portions 22 and 22 ′ configured by a region having a width w3 from the edge portion toward the center of the metal side 31 is provided, and further, a width is provided at an intermediate portion between the rising portions 22 and 22 ′. A locking piece receiving portion 21 configured by an area portion where w1 is 15 mm is provided.
Furthermore, a holding member 24 having a height h1 of 6 mm and a width w4 of 14 mm is provided outward from one side edge 32 in the longitudinal direction of the metal piece 31.
The holding member 24 according to the present invention is, as described above, when the locking piece portion 82 of the first joint locking member 8 is inserted into the locking tool fitting and fixing member 20. In addition, the locking piece portion 82 has a function of pressing and fixing the locking piece portion 82 in the locking tool fitting fixing member 20 based on a spring mechanism by a spring force.
As shown in FIG. 10 (F) or FIG. 10 (G), the holding member 24 is a specific example that is desirably bent so as to be in an oblique state within the locking member fitting / fixing member 20.
The width w1 of the locking piece receiving portion 21 in the present invention is desirably set to be longer than at least the width of the locking piece portion 82 in the first joint locking member 8. Further, the height of the locking piece receiving portion 21, that is, the width W <b> 1 is set to a length at least equivalent to the length of the locking piece portion 82 in the first joint locking member 8. This is a preferred embodiment.

本発明に於ける当該第3の態様に於いては、当該建築物用外壁材1を所望の建物の外壁或いは内壁に張り付ける操作を実行する場合には、先ず、当該係止具嵌合固定部材20を複数個用意しておき、図10(C)で示されている通り、所望される建物の外壁具或いは内壁部に対応する当該下地材11若しくは11’の表面に於ける、当該建築物用外壁材1が配置されるべき予定の領域Uの当該建築物用外壁材1に於ける上縁線部40が形成されると予想される仮想線40’に沿って、当該下地材表面に、所定の間隔を介して、予め配置固定しておくものである。
当該係止具嵌合固定部材20は、当該下地材表面11若しくは11’に於ける、当該建築物用外壁材1が配置されるべき予定領域Uの、当該建築物用外壁材1の下縁部30に設けられている当該第1接合係止部材8に於ける当該係止部82が配置されている部位に対応した予想部位に、当該係止片受入部21が対向して配置される様に、当該下地材表面に予め配置されている事が望ましく、且つ、当該第2の接合係止部材9の配置位置とは重複しない様な部位に予め配置固定されるものである事が望ましい。
In the third aspect of the present invention, when an operation of attaching the building outer wall material 1 to an outer wall or an inner wall of a desired building is executed, first, the locking tool fitting and fixing is performed. A plurality of members 20 are prepared, and as shown in FIG. 10C, the building on the surface of the base material 11 or 11 ′ corresponding to the desired outer wall or inner wall of the building. The surface of the base material along an imaginary line 40 ′ in which the upper edge line portion 40 in the building outer wall material 1 in the region U where the outer wall material 1 is to be disposed is expected to be formed. In addition, the arrangement is fixed in advance via a predetermined interval.
The latch fitting fixing member 20 is the lower edge of the building outer wall material 1 in the planned region U in which the building outer wall material 1 is to be disposed on the base material surface 11 or 11 ′. The locking piece receiving portion 21 is disposed opposite to an expected portion corresponding to a portion where the locking portion 82 is disposed in the first joint locking member 8 provided in the portion 30. In this way, it is desirable that the material is preliminarily disposed on the surface of the base material, and is desirably preliminarily disposed and fixed at a site that does not overlap with the disposition position of the second joining and locking member 9. .

図11(A)及び図11(B)には、当該係止具嵌合固定部材20が、所望の下地材11若しくは11’の表面上で、且つ当該建築物用外壁材1が、後工程で配置固定される予定領域U1内で、且つ、当該建築物用外壁材1の上側縁部40に対応する仮想線40’に沿って配置固定されている状態が示されている。
係る操作は、予め、当該建築物用外壁材1を貼付けようとする所望の壁部の下地材11若しくは11’の表面上に、使用される当該建築物用外壁材1の寸法、隣接して配置される当該建築物用外壁材1間の間隔等を勘案し、作業者が、当該係止具嵌合固定部材20を配置固定させる場所を、適宜の演算手段を介して求めておき、その場所に、個々の当該係止具嵌合固定部材20を適宜の接合固定手段を介して、図示の様に取り付けておくものである。
In FIG. 11 (A) and FIG. 11 (B), the said locking tool fitting fixing member 20 is on the surface of the desired base material 11 or 11 ', and the said outer wall material 1 for buildings is a back process. A state is shown in which it is arranged and fixed along a virtual line 40 ′ corresponding to the upper edge 40 of the building outer wall material 1 in the planned area U <b> 1 arranged and fixed in the above.
Such an operation is performed in advance on the surface of the base material 11 or 11 'of the desired wall portion to which the outer wall material 1 for building is to be attached, adjacent to the dimension of the outer wall material 1 for building used. In consideration of the interval between the building outer wall materials 1 to be arranged, the operator obtains a place where the locking member fitting fixing member 20 is arranged and fixed through an appropriate calculation means, Each of the locking member fitting and fixing members 20 is attached to a place as shown in the drawing via appropriate joining and fixing means.

次に、本具体例に於ける当該建築物用外壁材1を所望の壁部に貼付ける手順を図11乃至図12を参照しながら詳細に説明する。
即ち、本発明に於ける当該建築物用外壁材1の貼付け方法の基本的技術構成は、当該建築物用外壁材1を、当該建築物用外壁材1の当該第1と第2の接合係止部材8,9が配備されている当該第2の平面板の面7を当該下地材11、11’の表面に対向させると共に、当該第1接合係止部材8に於ける当該係止部82を、当該下地材11、11’の表面に予め設けられている、当該係止部82を受け入れて嵌合固定する機能を持った係止具嵌合固定部材20の当該係止片受入部21の内部に差し込み挿入させて、当該第1接合係止部材8に於ける当該係止部82を固定させた後、当該第2の接合係止部材9に於ける複数個の当該係止部92を、所望の接合固定手段を使用して、当該建築物用外壁材1の水平水準を採りながら、当該下地材11、11’の表面に固定する方法である。
本発明に於ける当該具体例に於いては、当該建築物用外壁材1の上側縁部40に設けられた当該第2の接合係止部材9の当該係止部92を当該下地材11、11’の表面に固定する場合には、当該第2の接合係止部材9の当該突起部90の平面を当該仮想線40’に一致させるように配置固定し、当該係止具嵌合固定部材20の上側縁線32と面一に構成しておく事が望ましい。
Next, a procedure for sticking the building outer wall material 1 in this specific example to a desired wall portion will be described in detail with reference to FIGS.
That is, the basic technical configuration of the method of attaching the building outer wall material 1 in the present invention is that the building outer wall material 1 is connected to the first and second joints of the building outer wall material 1. The surface 7 of the second flat plate on which the stop members 8, 9 are disposed is opposed to the surface of the base material 11, 11 ′, and the locking portion 82 in the first joint locking member 8. Is provided in advance on the surface of the base material 11, 11 ′, and the locking piece receiving portion 21 of the locking member fitting and fixing member 20 having a function of receiving and fixing the locking portion 82. Is inserted and inserted to fix the locking portion 82 in the first joint locking member 8, and then a plurality of the locking portions 92 in the second joint locking member 9. Using the desired bonding and fixing means, while taking the horizontal level of the building outer wall material 1, the base material 11, A method of fixing the surface of the 1 '.
In the specific example in the present invention, the base material 11, the locking portion 92 of the second joint locking member 9 provided on the upper edge portion 40 of the building outer wall material 1. When fixing to the surface of 11 ', it arrange | positions and fixes so that the plane of the said projection part 90 of the said 2nd joining locking member 9 may correspond to the said virtual line 40', The said locking tool fitting fixing member It is desirable that the upper side edge line 32 be flush with the 20 upper edge line 32.

又、本発明に於ける当該具体例に於いては、基本的には、当該建築物用外壁材1の下側縁部30に設けられた当該第1の接合係止部材8の当該係止部82を、当該係止具嵌合固定部材20に於ける当該係止片受入部21内に挿入するに際し、その全長全てを当該係止片受入部21内に挿入することにより、下段の当該建築物用外壁材1の上側縁部40と上段の当該建築物用外壁材1’の下側縁部30とを隣接して接触配置することにより、目地用の隙間をなくす様に貼合わせる事が望ましい具体例ではあるが、当該第1の接合係止部材8の当該係止部82を、当該係止具嵌合固定部材20に於ける当該係止片受入部21内に挿入するに際し、当該係止部82の全長を当該係止片受入部21内に挿入するのではなく、その一部を残して挿入操作を実行して配置固定することによって、当該下段の当該建築物用外壁材1の上側縁部40と上段の当該建築物用外壁材1’の下側縁部30との間に所望の間隙を形成する事が可能となる。 Further, in the specific example of the present invention, basically, the locking of the first joint locking member 8 provided on the lower edge 30 of the building outer wall material 1 is performed. When the portion 82 is inserted into the locking piece receiving portion 21 of the locking tool fitting and fixing member 20, the entire length thereof is inserted into the locking piece receiving portion 21. By adhering the upper edge 40 of the building outer wall material 1 and the lower edge 30 of the upper building outer wall material 1 ′ adjacent to each other, they are pasted together so as to eliminate the joint gap. Although it is a desirable specific example, when the locking portion 82 of the first joint locking member 8 is inserted into the locking piece receiving portion 21 of the locking tool fitting fixing member 20, Rather than inserting the entire length of the locking portion 82 into the locking piece receiving portion 21, an insertion operation is performed leaving a part of the locking portion 82. A desired gap is formed between the upper edge 40 of the lower building outer wall material 1 and the lower edge 30 of the upper building outer wall material 1 ′ by executing and fixing the arrangement. It becomes possible to do.

この場合には、当該間隙は任意に調整する事が可能であるとともに、その部分に目地を施して、適宜の模様を顕出させる事も可能となる。
尚、図13(A)は、上記した本発明に於ける具体例によって、所望の壁部に、正規状態で貼付けられた当該複数個の建築物用外壁材1の配置形状と、当該第1の接合係止部材8、当該第2の接合係止部材9及び当該係止具嵌合固定部材20の配置位置の位置関係を示したものであり、図13(B)は、上記した本発明に於ける具体例によって、所望の壁部に、千鳥状態で貼付けられた当該複数個の建築物用外壁材1の配置形状と、当該第1の接合係止部材8、当該第2の接合係止部材9及び当該係止具嵌合固定部材20の配置位置の位置関係を示したものである。
In this case, the gap can be arbitrarily adjusted, and an appropriate pattern can be revealed by applying joints to the gap.
In addition, FIG. 13 (A) shows the arrangement shape of the plurality of building outer wall materials 1 attached in a normal state to the desired wall portion according to the specific example in the present invention described above, and the first FIG. 13B shows the positional relationship of the arrangement positions of the joint locking member 8, the second joint locking member 9, and the locking tool fitting / fixing member 20. According to the specific example, the arrangement shape of the plurality of building outer wall materials 1 stuck in a zigzag state on the desired wall portion, the first joining locking member 8, and the second joining member The positional relationship of the arrangement position of the stop member 9 and the said locking tool fitting fixing member 20 is shown.

以下に、本発明に於ける上記第3の態様での、当該建築物用外壁材1の壁面への貼り付け方法の基本的な手順の一例を詳細に説明する。
即ち、上記で説明された当該建築物用外壁材1を、所望の建築物の躯体側10に於ける、当該下地材11若しくは11’の表面であって、且つ、当該建築物用外壁材1を貼り付けるための領域Uに対応した部位に設けられた所望の下地材表面に貼り付けるに際し、当該建築物用外壁材1を、当該建築物用外壁材1の当該第1と第2の接合係止部材8、9が配備されている当該第2の平面板の面7を、当該下地材11若しくは11’の表面に対向させると共に、当該第1接合係止部材8に於ける当該係止部82を、当該下地材表面に於ける当該建築物用外壁材1が貼り付けられる領域U内で、且つ当該建築物用外壁材1の上端縁部線40が配置される予定の予想線40’に沿って予め設けられている、当該係止部82を受け入れて嵌合固定する機能を持った係止具嵌合固定部材20に於ける当該係止片受入部21の内部に、差し込み挿入させて、当該第1接合係止部材8に於ける当該係止部82を固定させた後、当該第2の接合係止部材9に於ける複数個の当該係止部92を、所望の接合固定手段を使用して、当該建築物用外壁材1の水平水準を採りながら当該下地材11若しくは11’の表面に固定する第1の作業工程を繰り返し、第1段目の当該建築物用外壁材1の貼り付け作業を終了した後、第2段目の当該建築物用外壁材1’の貼り付け作業である第2の作業工程に於いて、当該第1の作業工程に於けると同様に、当該別の建築物用外壁材1’を、当該第1段目に配置された複数個の当該建築物用外壁材1の上縁部線40に沿って、それぞれの当該別の建築物用外壁材1’の当該下縁線部30が近接若しくは隣接する様に、所望の当該下地表面に対向させると同時に、当該別の第1接合係止部材8に於ける当該係止部82を、当該下地材表面に於ける当該別の建築物用外壁材1’が貼り付けられる領域U内で、且つ当該別の建築物用外壁材1’の上端縁部線40が配置される予定の別の予想線40’に沿って予め設けられている、当該別の建築物用外壁材1’の別の係止部82を受け入れて嵌合固定する機能を持った別の係止具嵌合固定部材20の当該係止片受入部21の内部に、差し込み挿入させて、当該別の第1接合係止部材8に於ける当該係止部82を当該下地材11の表面に固定させると共に、当該別の建築物用外壁材1’の当該第1の接合係止部材8が設けられている当該下縁部線30と、既に当該下地材表面11に貼り付けられている当該建築物用外壁材1の当該第2の接合係止部材9が配備されている上側縁部線40とが相互に近接若しくは隣接した状態となる様に配置せしめた後、当該別の建築物用外壁材1’の当該複数個の別の第2の接合係止部材9を所望の接合固定手段を使用して、当該下地材表面11に固定する第2の作業工程を繰り返し、第2段目の壁材の貼り付け作業を終了した後、上記した第1及び第2の作業を繰り返し、所望の段目数に於ける当該建築物用外壁材の貼り付け作業が完了するまで上記作業が継続されると云う各工程の繰り返しから構成された建築物の外壁施工方法である。
Below, an example of the basic procedure of the method of affixing to the wall surface of the said outer wall material 1 for buildings in the said 3rd aspect in this invention is demonstrated in detail.
That is, the building outer wall material 1 described above is the surface of the base material 11 or 11 ′ on the housing side 10 of the desired building, and the building outer wall material 1. When affixing to the desired base material surface provided in the region corresponding to the region U for affixing the building, the building outer wall material 1 is joined to the first and second joints of the building outer wall material 1. The surface 7 of the second flat plate on which the locking members 8, 9 are disposed is opposed to the surface of the base material 11 or 11 ′, and the locking at the first joint locking member 8 is performed. The expected line 40 in which the upper end edge line 40 of the building outer wall material 1 is to be disposed within the region U where the building outer wall material 1 is pasted on the surface of the base material. A function for receiving and engaging and fixing the locking portion 82 provided in advance along After being inserted and inserted into the inside of the locking piece receiving portion 21 in the holding member fitting and fixing member 20 that is held, the locking portion 82 in the first joint locking member 8 is fixed. The plurality of locking portions 92 in the second bonding locking member 9 are subjected to the base material 11 while taking the horizontal level of the building outer wall material 1 by using a desired bonding fixing means. Or after repeating the 1st work process fixed to the surface of 11 ', and affixing operation | work of the outer wall material 1 for the said 1st step | paragraph, the outer wall material 1' for the said 2nd step | paragraph is completed. In the second work process, which is an affixing work, a plurality of other building outer wall materials 1 'are arranged in the first stage, as in the first work process. The lower edge line portion of each of the other building outer wall materials 1 ′ along the upper edge line 40 of each of the building outer wall materials 1. At the same time that the desired base surface is opposed so that 0 is close or adjacent, the engaging portion 82 in the other first joint locking member 8 is made to be separated from the other base material surface. Provided in advance along another expected line 40 ′ in which the upper end edge line 40 of the other building outer wall material 1 ′ is to be arranged in the region U where the building outer wall material 1 ′ is pasted. The engaging piece receiving portion 21 of another engaging member fitting and fixing member 20 having a function of receiving and engaging and fixing another engaging portion 82 of the other building outer wall material 1 ′. Is inserted and inserted to fix the locking portion 82 of the other first joint locking member 8 to the surface of the base material 11, and the other building outer wall material 1 ′. The lower edge line 30 provided with the first joining locking member 8 and already attached to the base material surface 11 After the arrangement is made so that the upper edge line 40 on which the second joint locking member 9 of the outer wall material 1 for building is disposed is close to or adjacent to each other. The second work step of fixing the plurality of other second joining locking members 9 of the building outer wall material 1 ′ to the base material surface 11 using a desired joining and fixing means is repeated, After finishing the second stage wall material pasting operation, the above first and second work steps are repeated until the building outer wall material pasting work at the desired number of stages is completed. This is a method for constructing an outer wall of a building constituted by repeating each step that the above operation is continued.

又、本発明に於ける当該建築物の外壁施工方法の別の具体例としては、上記で説明された当該建築物用外壁材1を用意する第1の工程、上記で説明された当該係止具嵌合固定部材20を用意する第2の工程、建築物の躯体側10に於ける、当該建築物用外壁材1を貼り付けるための領域Uに対応した部位に、表面平坦な下地材11を配置する第3の工程、当該所望の下地材11の表面に於ける、個々の当該建築物用外壁材1が貼り付けられるための予定領域U内であって、当該建築物用外壁材1の当該第1の接合係止部材8に於ける当該係止部82が配備される予定の複数個の予想領域部位のそれぞれに、当該係止具嵌合固定部材20を予め接合固定しておく第4の工程、当該複数個の建築物用外壁材1を、当該建物外壁部の最下段(第1段部)部位に貼り付ける為に、当該個々の建築物用外壁材1に於ける、当該第1の接合係止部材8が配置されている下側縁部40を下側に向けて当該下地材11の表面に対向させた後、当該第1の接合係止部材8の個々の当該係止部82を、当該係止具嵌合固定部材20の個々の係止片受入部21内に挿入し、水平基準を取りながら固定する第5の工程、当該建築物用外壁材1に於ける、当該第2の接合係止部材9の当該係止部92を当該下地材11の表面に適宜の接合固定手段を使用して接合固定する第6の工程、当該第5乃至第6の各工程を当該建物外壁部の最下段(第1段部)部位に於いて、全ての当該建築物用外壁材1の貼り付けが完了するまで繰り返す第7の工程、当該複数個の建築物用外壁材1を、当該建物外壁部の第2段部に貼り付ける為に、個々の当該別の建築物用外壁材1’に於ける、当該第1の接合係止部材8が配置されている下側縁部40を下側に向けて、当該下地材11の表面に対向させた後、当該別の建築物用外壁材1’に於ける当該別の第1の接合係止部材8の個々の当該係止部82を、当該別の係止具嵌合固定部材20の個々の係止片受入部21内に挿入し、水平基準を取りながら且つ、当該当初の建築物用外壁材1に於ける上縁線部40と当該別の建築物用外壁材1’に於ける下縁線部30とが相互に近接乃至隣接する様な状態に固定する第8の工程、当該別の建築物用外壁材1’に於ける、当該別の第2の接合係止部材9の当該係止部92を当該下地材11の表面に、適宜の接合固定手段を使用して接合固定する第9の工程、当該第8乃至第9の各工程を当該建物外壁部の上段(第2段部)部位に於いて、全ての当該建築物用外壁材1の貼り付けが完了するまで繰り返す第10の工程、とから構成されている建築物の外壁施工方法である。 Moreover, as another specific example of the building outer wall construction method in the present invention, the first step of preparing the building outer wall material 1 described above, the locking described above. In the second step of preparing the fitting fitting fixing member 20, the base material 11 having a flat surface at the site corresponding to the region U for attaching the building outer wall material 1 on the building side 10 of the building. In the planned region U for attaching the individual building outer wall material 1 on the surface of the desired base material 11, the building outer wall material 1. The locking member fitting and fixing member 20 is bonded and fixed in advance to each of a plurality of predicted region portions where the locking portion 82 of the first bonding and locking member 8 is to be provided. Fourth step, the plurality of building outer wall materials 1 are placed on the lowest level of the building outer wall (the first step) ) In order to attach the part to the part, in the individual building outer wall material 1, the base material 11 with the lower edge 40 where the first joining locking member 8 is disposed facing downward. Then, the respective locking portions 82 of the first joint locking member 8 are inserted into the individual locking piece receiving portions 21 of the locking tool fitting fixing member 20, Fifth step of fixing while taking the horizontal reference, appropriate fixing of the locking portion 92 of the second bonding locking member 9 to the surface of the base material 11 in the building outer wall material 1 The sixth step of joining and fixing using means, and the fifth to sixth steps at the lowermost (first step) portion of the building outer wall portion, all the outer wall materials 1 for the building. 7th process repeated until the pasting is completed, the plurality of building outer wall materials 1 are pasted to the second step of the building outer wall Therefore, in each of the other building outer wall materials 1 ′, the lower edge portion 40 where the first joining and locking member 8 is arranged is directed downward, and the base material 11 After facing the surface, the respective engaging portions 82 of the other first joint locking member 8 in the other building outer wall material 1 ′ are fixed to the other engaging tool. The upper edge line portion 40 in the original building outer wall material 1 and the other building outer wall material 1 are inserted into the individual locking piece receiving portions 21 of the member 20 and taking the horizontal reference. The eighth step of fixing the lower edge line portion 30 in the state of being close to or adjacent to each other, the second second joint member in the other building outer wall material 1 ′ A ninth step of fixing and fixing the engaging portion 92 of the fixing member 9 to the surface of the base material 11 using appropriate bonding and fixing means; and the eighth to ninth steps. In the upper stage (second stage) part of the building outer wall part, the tenth process is repeated until the pasting of all the building outer wall materials 1 is completed. Is the method.

上記した通り、本発明に於いては、図7に示すような基本的で簡素な構成を採用するだけで、地震に起因する振動に対し、当該下地材11と当該建築物用外壁材1の双方若しくは何れかが、全方向つまり3軸方向に対して揺れの発生或いは摺動の発生が防止できるのであるから、強度はもとより、耐震性や制振性、更には免震性も十分に兼ね備えた外壁構造体1が容易に得られるのである。
然も、本発明に於いては、採用する構造が何れも極めて簡素であり、製造工程も短時間で済むとともにコストの低減が可能であり、更には、各工程で操作も簡便で容易であるから、作業工程も簡素化され施工時間の大幅な短縮が可能であるから、施工費用の大幅な削減が可能となる。
つまり、本発明により、石材を含む重量が重く、施工作業に多くの困難性が存在する高級感のある外壁材料を軽量化して、容易に且つ高い作業効率を持って安価に外壁工事を施工できる外壁材料であって、しかも地震に対して柔構造を採用する近年の建築方式に合致して、耐震強度のみならず、免震性及び制震性に優れた性能を発揮できる安価で且つ高級感を持った外壁材料が得られると共に、それを使用して、簡易で且つ効率的な施工作業が可能となることによって、当該工期の短縮化が実現され、安価な施工工事費用の下で、外壁の取り付け工事を行うことができる施工方法が提供されるのである。
As described above, in the present invention, the basic material 11 and the building outer wall material 1 can be protected against vibration caused by an earthquake only by adopting a basic and simple configuration as shown in FIG. Since both or one of them can prevent the occurrence of shaking or sliding in all directions, that is, in the three-axis direction, it has sufficient strength as well as earthquake resistance, vibration control, and even seismic isolation. Thus, the outer wall structure 1 can be easily obtained.
However, in the present invention, all of the structures employed are extremely simple, the manufacturing process can be completed in a short time, the cost can be reduced, and the operation is simple and easy in each process. Therefore, the work process is also simplified and the construction time can be greatly shortened, so that the construction cost can be greatly reduced.
In other words, according to the present invention, it is possible to reduce the weight of a high-grade outer wall material that is heavy, including stone, and has many difficulties in construction work, and can be easily and inexpensively constructed with high work efficiency. A low-priced and high-class feel that is an outer wall material that can exhibit not only seismic strength but also excellent seismic isolation and seismic control performance in accordance with recent construction methods that adopt flexible structures against earthquakes. As a result, the construction period can be shortened, and the outer wall can be reduced at a low cost. The construction method that can perform the installation work of is provided.

1…建築物用外壁材
2…第1の平面板
3…アルミ製ハニカム構造体
4…第2の平面板
4’ …裏表面部
5…表面材、金属製板状体
6…裏面材、金属性板状体
6’ …補強板、金属製板状体
7…外表面部
8…第1接合係止部材
9…第2接合係止部材
10…建物の躯体部
11…下地材、大平板
11’ …合板
20…差し込み型受部
21…係止片受入部
21’ …係止片受入部構成板部
22、22’ …立ち上り部
23、23’ …取付片部
24…保持部材、突起部
25、25’ …穴部
30…下側縁部
31…金属片
32…側縁部
40…上側縁部
40’ …仮想線
50…目地材
60…第1の接合係止部材の係止部の接合予定領域
70…第2の接合係止部材の係止部の接合予定領域
80,90…突起部
81,91…基端部
82,92…係止部
85…間隙溝部
88…水抜き機構
100…金属材料片
200…空間部
O81、O82…リベット、ビス止め用孔部
Q83…リベット、ビス止め用孔部
O91乃至O9X…リベット、ビス止め用孔部
Q93…リベット、ビス止め用孔部
Z1…第1の仮想領域
Z2…第2の仮想領域
R2…第2の接合係止部材9の配置部位
R1…第1の接合係止部材8の配置部位
U…建築物用外壁材1を張り付けるための予定領域
DESCRIPTION OF SYMBOLS 1 ... Building outer wall material 2 ... 1st plane board 3 ... Aluminum honeycomb structure 4 ... 2nd plane board 4 '... Back surface part 5 ... Surface material, metal plate-shaped body 6 ... Back surface material, metal Plate 6 '... reinforcing plate, metal plate 7 ... outer surface 8 ... first joint locking member 9 ... second joint locking member 10 ... building housing 11 ... foundation material, large flat plate 11 '... Plywood 20 ... Insertion type receiving part 21 ... Locking piece receiving part 21' ... Locking piece receiving part constituting plate part 22, 22 '... Rising part 23, 23' ... Mounting piece part 24 ... Holding member, projection part 25 25 '... hole 30 ... lower edge 31 ... metal piece 32 ... side edge 40 ... upper edge 40' ... imaginary line 50 ... joint material 60 ... joining of the locking part of the first joining locking member Planned area 70 ... Joining scheduled area 80, 90 ... Protruding part 81, 91 ... Base end part 82, 92 ... Locking part 85 ... Gap groove part 88 ... Drainage mechanism DESCRIPTION OF SYMBOLS 100 ... Metal material piece 200 ... Space part O81, O82 ... Rivet, screw hole Q83 ... Rivet, screw hole O91 to O9X ... Rivet, screw hole Q93 ... Rivet, screw hole Z1 ... 1st virtual area Z2 ... 2nd virtual area R2 ... Arrangement site | part R1 of the 2nd junction locking member 9 ... Arrangement site U of the 1st junction latch member 8 ... Attaching the building outer wall material 1 Planned area for

Claims (24)

所定の長さ、幅及び厚みとを有する、石材からなる矩形状の平面形状を有する第1の平面板と当該第1の平面板とほぼ同一の所定の長さと幅とを有し且つ所定の厚みを有するアルミ製ハニカム構造体で構成された第2の平面板とが積層されており、更に、当該第2の平面板に於ける、当該第1の平面板との接合面を構成する表面部とは異なる裏面部を構成する裏面材の外表面の適宜の部位に、当該裏面材の外表面から外方に向けて突出している複数個の接合係止部材が設けられている事を特徴とする石材を含む建築物用外壁材。   A first flat plate having a rectangular planar shape made of stone having a predetermined length, width and thickness, and a predetermined length and width substantially the same as the first flat plate, and a predetermined And a second plane plate made of an aluminum honeycomb structure having a thickness, and a surface constituting a joint surface with the first plane plate in the second plane plate A plurality of joint locking members protruding outward from the outer surface of the back surface material are provided at appropriate portions of the outer surface of the back surface material constituting the back surface portion different from the portion. Building exterior wall materials including stone materials. 当該石材は、天然石であって、花崗岩、御影石、鉄平石、安山岩、大理石、玄昌石、砂岩、石灰岩等で構成される組から選択された少なくとも一つの天然石を含んでいる事を特徴とする請求項1に記載の建築物用外壁材。   The stone is a natural stone, and includes at least one natural stone selected from the group consisting of granite, granite, iron flat stone, andesite, marble, basalt stone, sandstone, limestone, and the like. The building outer wall material according to claim 1. 当該ハニカム構造体で構成された第2の平面板に於ける当該裏面材は、アルミを含む適宜の金属製材料で構成されているか、当該裏面材の当該外表面に、更に別の、適宜の金属製材料で構成されている補強板が配置されている事を特徴とする請求項1又は2に記載の建築物用外壁材。   The back material in the second flat plate made of the honeycomb structure is made of an appropriate metal material including aluminum, or another appropriate material on the outer surface of the back material. The building exterior wall material according to claim 1 or 2, wherein a reinforcing plate made of a metal material is disposed. 当該ハニカム構造体で構成された第2の平面板に於ける当該裏面材若しくは当該補強板がステンレス鋼で構成されている事を特徴とする請求項3に記載の建築物用外壁材。   The building outer wall material according to claim 3, wherein the back surface material or the reinforcing plate in the second flat plate made of the honeycomb structure is made of stainless steel. 当該接合係止部材は、当該ハニカム構造体で構成された第2の平面板に於ける当該裏面材若しくは当該補強板の当該外表面と接合固定される基端部と当該基端部の少なくとも一部から当該裏面材若しくは当該補強板から外方向に向けて、当該裏面材若しくは当該補強板の平面に対して略直交する方向に延展されている少なくとも一つの突起部と、当該突起部の他方の端部から当該裏面材若しくは当該補強板が形成する平面と並行する方向に延展せしめられている係止部とで構成されている事を特徴とする請求項1乃至4の何れかに記載の建築物用外壁材。   The joining locking member includes at least one of a base end portion and a base end portion that are bonded and fixed to the back surface material or the outer surface of the reinforcing plate in the second flat plate formed of the honeycomb structure. At least one protrusion extending in a direction substantially perpendicular to the plane of the back surface material or the reinforcing plate from the back surface or the reinforcing plate toward the outside, and the other of the protrusions The building according to any one of claims 1 to 4, characterized in that it is constituted by an engaging portion that extends from an end portion in a direction parallel to a plane formed by the back material or the reinforcing plate. Exterior wall material. 当該接合係止部材は、その長手方向と直交する方向に第1の長さの幅を有し、当該基端部には、少なくとも2個のビス止め用孔部が設けられ、当該係止部には、少なくとも1個のビス止め用孔部が設けられている第1の接合係止部材と、その長手方向と直交する方向に第1の長さの幅の少なくとも2倍の長さの幅を有し、当該基端部には、当該第1の接合係止部材における当該基端部に設けられている当該ビス止め用孔部の数よりも少なくとも2倍の数のビス止め用孔部が設けられ、当該係止部には、当該第1の接合係止部材における当係止部に設けられている当該ビス止め用孔部の数よりも少なくとも2倍の数のビス止め用孔部が設けられている第2の接合係止部材とを含んでいる事を特徴とする請求項5に記載の建築物用外壁材。   The joint locking member has a width of a first length in a direction perpendicular to the longitudinal direction, and the base end portion is provided with at least two screw-fastening holes, and the locking portion Includes a first joint locking member provided with at least one screw-fastening hole, and a width of at least twice the width of the first length in a direction perpendicular to the longitudinal direction thereof. And the base end portion has at least twice the number of screw-fastening holes than the number of screw-fastening holes provided at the base end portion of the first joint locking member. The number of screwing holes that is at least twice the number of the screwing holes provided in the locking part of the first joint locking member is provided in the locking part. The exterior wall material for buildings according to claim 5, further comprising: a second joint locking member provided with a wall. 当該建築物用外壁材を建物の躯体部に取り付ける際に、当該躯体の垂直方向に見た、当該建築物用外壁材の下側端縁部に対応する当該第2の平面部の当該裏面材若しくは当該補強板の下側端縁部の適宜の部位に、複数個の当該第1の接合係止部材が所定の間隔を介して取り付けられている事を特徴とする請求項6に記載の建築物用外壁材。   The back surface material of the second flat surface portion corresponding to the lower edge of the building outer wall material viewed in the vertical direction of the building when the building outer wall material is attached to the building body portion of the building. Alternatively, a plurality of the first joining and locking members are attached to appropriate portions of the lower end edge of the reinforcing plate via a predetermined interval. Exterior wall material. 当該建築物用外壁材を建物の躯体部に取り付ける際に、当該躯体の垂直方向に見た、当該建築物用外壁材の上側端縁部に対応する当該第2の平面部の当該裏面材若しくは当該補強板の上側端縁部の適宜の部位に、複数個の当該第2の接合係止部材が所定の間隔を介して取り付けられている事を特徴とする請求項6に記載の建築物用外壁材。   When attaching the building outer wall material to the building frame, the back surface material of the second flat surface corresponding to the upper edge of the building outer wall viewed in the vertical direction of the building or 7. The building according to claim 6, wherein a plurality of the second joining locking members are attached to appropriate portions of the upper edge portion of the reinforcing plate via a predetermined interval. Exterior wall material. 当該それぞれの接合係止部材は、当該個々の基端部が、当該第2の平面部の当該裏面材若しくは当該補強板の上に適宜の接合手段を介して接合固定されている事を特徴とする請求項6乃至8の何れかに記載の建築物用外壁材。   Each of the joint locking members is characterized in that the individual base end portion is joined and fixed to the back surface material or the reinforcing plate of the second flat surface portion through an appropriate joining means. The building outer wall material according to any one of claims 6 to 8. 当該建築物用外壁材に於ける当該第2の平面部の当該裏面材若しくは当該補強板を平面で見た場合に、当該それぞれの接合係止部材の、当該個々の係止部が、当該第2の平面部の当該裏面材若しくは当該補強板の下側端縁部及び/又は当該第2の平面部の当該裏面材若しくは当該補強板の上側端縁部から外方に膨出せしめられている事を特徴とする請求項5乃至9の何れかに記載の建築物用外壁材。   When the back surface material or the reinforcing plate of the second flat surface portion of the building outer wall material is viewed in a plane, the individual locking portions of the respective joint locking members are The rear surface material or the lower side edge of the reinforcing plate of the two flat portions and / or the upper surface edge of the rear surface material or the reinforcing plate of the second flat portion are bulged outward. The building outer wall material according to any one of claims 5 to 9, characterized in that. 当該建築物用外壁材に於ける当該第2の平面部の当該裏面材若しくは当該補強板を平面で見た場合に、当該第2の平面部の当該裏面材若しくは当該補強板の下側端縁部に配設される当該第1の接合係止部材の部位が、当該第2の平面部の当該裏面材若しくは当該補強板に沿って上下方向に形成する第1の仮想領域と、該第2の平面部の当該裏面材若しくは当該補強板の上側端縁部に配設される当該第2の接合係止部材の部位が、当該第2の平面部の当該裏面材若しくは当該補強板に沿って上下方向に形成する第2の仮想領域とが、相互に重複しないように構成されている事を特徴とする請求項5乃至10の何れかに記載の建築物用外壁材。   When the back surface material or the reinforcing plate of the second flat surface portion in the building outer wall material is viewed in a plane, the lower edge of the back surface material or the reinforcing plate of the second flat surface portion A first virtual region formed in a vertical direction along the back surface material or the reinforcing plate of the second flat surface portion by the first bonding locking member disposed in the portion; and the second The portion of the second joining and locking member disposed on the back surface material of the flat surface portion or the upper edge of the reinforcing plate is along the back material or the reinforcing plate of the second flat surface portion. The building outer wall material according to any one of claims 5 to 10, wherein the second virtual region formed in the vertical direction is configured not to overlap each other. 当該建築物用外壁材がL字状に屈曲形成されている事を特徴とする請求項1乃至11に記載の建築物用外壁材。   The building outer wall material according to any one of claims 1 to 11, wherein the building outer wall material is bent in an L shape. 請求項1乃至12の何れかに記載された建築物用外壁材を、所望の建築物の躯体側に於ける、当該建築物用外壁材を張り付けるための領域に対応した部位に設けられた所望の下地材表面に張り付けるに際し、当該建築物用外壁材を、当該建築物用外壁材の当該第1と第2の接合係止部材が配備されている当該第2の平面板面を当該下地材表面に対向させると共に、当該第1と第2の接合係止部材に於ける当該各係止部を当該下地材表面に接触させた後、当該第1の接合係止部材に於ける複数個の当該係止部を、当該建築物用外壁材の水平水準を採りながら、所望の接合固定手段を使用して、当該下地材表面に仮固定した後、当該第2の接合係止部材に於ける複数個の当該係止部を、所望の接合固定手段を使用して、当該下地材表面に仮固定し、その後、同時に当該第1と第2の接合係止部材に於ける当該各係止部を当該下地材表面に本固定する事を特徴とする建築物の外壁施工方法。 The building outer wall material according to any one of claims 1 to 12 is provided at a site corresponding to a region for attaching the building outer wall material on a housing side of a desired building. When pasting on the desired base material surface, the building outer wall material is attached to the second plane plate surface on which the first and second joining locking members of the building outer wall material are provided. A plurality of the first and second engaging and locking members in the first and second joining and locking members are brought into contact with the surface of the base material and the respective locking portions of the first and second joining and locking members are brought into contact with the surface of the base material. After temporarily fixing the said latching | locking part to the said base material surface using a desired joining fixing means, taking the horizontal level of the said outer wall material for buildings, it attaches to the said 2nd joining latching member. Temporarily fixing the plurality of locking portions in the base material surface using a desired joining fixing means. Then, at the same time the outer wall construction method of a building that the first and in the respective locking portions in the second joint locking member, characterized in that it is permanently fixed to the base material surface. 請求項1乃至12の何れかに記載された建築物用外壁材を、所望の建築物の躯体側に於ける、当該建築物用外壁材を貼り付けるための領域に対応した部位に設けられた所望の下地材表面に貼り付けるに際し、当該建築物用外壁材を、当該建築物用外壁材の当該第1と第2の接合係止部材が配備されている当該第2の平面板面を当該下地材表面に対向させると共に、当該第1と第2の接合係止部材に於ける当該各係止部を当該下地材表面に接触させた後、当該第1の接合係止部材に於ける複数個の当該係止部を、当該建築物用外壁材の水平水準を採りながら、所望の接合固定手段を使用して、当該下地材表面に仮固定した後、当該第2の接合係止部材に於ける複数個の当該係止部を、所望の接合固定手段を使用して、当該下地材表面に仮固定し、その後、同時に当該第1と第2の接合係止部材に於ける当該各係止部を当該下地材表面に本固定する第1の作業工程を繰り返し、第1段目の壁材の張り付け作業を終了した後、第2段目の壁材の張り付け作業である第2の作業工程に於いて、当該第1の作業工程に於けると同様に、当該建築物用外壁材を、当該第1段目に配置された複数個の当該建築物用外壁材の上縁部線に沿って、それぞれの当該建築物用外壁材を所望の当該下地表面に対向させると同時に、当該新たな建築物用外壁材を、当該建築物用外壁材の当該第1の接合係止部材が、既に当該下地材表面に貼り付けられている当該建築物用外壁材の当該第2の接合係止部材が配備されている上側縁部に沿って、近接配置せしめられる様に配置し、且つ、当該新たな建築物用外壁材の当該第1の接合係止部材が配備されている下側縁部と、既に当該下地材表面に張り付けられている当該建築物用外壁材の当該上側縁部とが並行となる様に当該下地材表面に当接させると共に、当該第1の接合係止部材に於ける複数個の当該係止部を所望の接合固定手段を使用して、当該下地材表面に仮固定した後、当該第2の接合係止部材に於ける複数個の当該係止部を、所望の接合固定手段を使用して、当該下地材表面に仮固定し、その後、同時に当該第1と第2の接合係止部材に於ける当該各係止部を当該下地材表面に本固定する第2の作業工程を繰り返し、第2段目の壁材の貼り付け作業を終了した後、上記した第1及び第2の作業を繰り返し、所望の段目数に於ける当該建築物用外壁材の貼り付け作業が完了するまで上記作業が継続される事を特徴とする建築物の外壁施工方法。 The building outer wall material according to any one of claims 1 to 12 is provided at a site corresponding to a region for attaching the building outer wall material on a housing side of a desired building. When affixing to the desired base material surface, the building outer wall material is attached to the second plane plate surface on which the first and second joint locking members of the building outer wall material are provided. A plurality of the first and second engaging and locking members in the first and second joining and locking members are brought into contact with the surface of the base material and the respective locking portions of the first and second joining and locking members are brought into contact with the surface of the base material. After temporarily fixing the said latching | locking part to the said base material surface using a desired joining fixing means, taking the horizontal level of the said outer wall material for buildings, it attaches to the said 2nd joining latching member. Temporarily fixing the plurality of locking portions in the base material surface using a desired joining fixing means. Thereafter, at the same time, the first work step of permanently fixing the respective locking portions of the first and second joint locking members to the surface of the base material is repeated, and the first stage wall material is pasted. After the completion, in the second work process, which is the work of attaching the second-stage wall material, in the same manner as in the first work process, the outer wall material for the building is Along with the upper edge line of the plurality of building outer wall materials arranged in the eyes, each of the building outer wall materials is opposed to the desired ground surface, and at the same time, the new building outer wall The second joining and locking member of the building outer wall material, which is already pasted on the surface of the base material, is deployed as the first bonding and locking member of the building outer wall material. Along the upper edge of the building, it is arranged so as to be closely arranged, and the new outer wall material for building is applied. The base material so that the lower edge portion on which the first joining locking member is arranged and the upper edge portion of the building outer wall material already attached to the surface of the base material are parallel to each other After making it contact | abut to the surface and temporarily fixing the some said latching | locking part in the said 1st joining latching member to the said base material surface using a desired joining fixing means, the said 2nd A plurality of the locking portions in the bonding locking member are temporarily fixed to the surface of the base material using a desired bonding fixing means, and then, simultaneously on the first and second bonding locking members. After repeating the second work process of permanently fixing the respective locking portions to the surface of the base material and finishing the second stage wall material pasting work, the first and second work described above are performed. The above work is continued until the pasting work of the building outer wall material at the desired number of steps is repeated. Outer wall construction method of a building, characterized in that that. 下段目に配置されている当該建築物用外壁材の上側縁部と上段目に配置されている当該建築物用外壁材の下側縁部との間に形成された間隙溝部内に、目地材を挿入する事を特徴とする請求項14に記載の建築物の外壁施工方法。   In the gap groove formed between the upper edge of the building outer wall material arranged in the lower tier and the lower edge of the building outer wall material arranged in the upper tier, the joint material The building outer wall construction method according to claim 14, wherein: 請求項1乃至12の何れかに記載された建築物用外壁材を用意する第1の工程、建築物の躯体側に於ける、当該建築物用外壁材を貼り付けるための領域に対応した部位に、表面平坦な下地材を配置する第2の工程、当該複数個の建築物用外壁材を、当該建物外壁部の最下段(第1段部)部位に貼り付ける為に、個々の当該建築物用外壁材に於ける、当該第1の接合係止部材が配置されている下側縁部を下側に向けて当該下地材表面に押し付け、水平基準を取りながら、当該第1の接合係止部材の当該係止部を当該下地材表面に接合固定する第3の工程、次いで、当該建築物用外壁材に於ける、当該第2の接合係止部材の当該係止部を当該下地材表面に接合固定する第4の工程、当該第1乃至第4の工程を当該建物外壁部の最下段(第1段部)部位に全ての当該建築物用外壁材の貼り付けが完了するまで繰り返す第5の工程、当該複数個の建築物用外壁材を、当該建物外壁部の第2段部に貼り付ける為に、個々の当該建築物用外壁材に於ける、当該第1の接合係止部材が配置されている下側縁部を下側に向けて、既に貼り付けられている当該第1段部の当該建築物用外壁材の当該上側縁部の上方位置に対応する下地材表面に押し付け、当該第1段部の当該建築物用外壁材の当該上側縁部に設けられている当該第2の接合係止部材の当該係止部材と当該建物外壁部の第2段部に貼り付ける当該建築物用外壁材の当該下側縁部の当該第1の接合係止部材の当該係止部材の水平位置を一致させるように当該下地材表面に接合固定する第6の工程、当該第6の工程を当該建物外壁部の第2段部に全ての当該建築物用外壁材の貼り付けが完了するまで繰り返す第7の工程、上記各工程を全ての所望段部に当該建築物用外壁材の貼り付けが完成するまで繰り返す第8の工程、及び当該各段部間に形成された、当該係止部取り付け操作用の溝部に適宜の目地材を埋め込む第9の工程、とから構成されている事を特徴とする建築物の外壁施工方法。   The 1st process of preparing the building outer wall material described in any one of Claims 1 thru | or 12, The site | part corresponding to the area | region for sticking the said building outer wall material in the housing side of a building In the second step of placing a flat surface base material, the plurality of building outer wall materials are attached to the lowermost (first step) portion of the building outer wall portion, so that the individual building In the outer wall material for objects, the first joining member is pressed against the surface of the base material with the lower edge portion on which the first joining locking member is disposed facing downward, and taking the horizontal reference. A third step of bonding and fixing the locking portion of the locking member to the surface of the base material, and then the locking portion of the second bonding locking member in the building outer wall material 4th process of joining and fixing to the surface, the said 1st thru | or 4th process in the lowest step (1st step part) site | part of the said building outer wall part 5th process repeated until the pasting of all the building outer wall materials is completed, in order to paste the plurality of building outer wall materials to the second step of the building outer wall portion, In the building outer wall material, the building outer wall of the first step portion already pasted with the lower edge portion on which the first joining locking member is disposed facing downward. Press against the surface of the base material corresponding to the upper position of the upper edge of the material, and the second joint locking member provided on the upper edge of the building outer wall material of the first step The horizontal position of the locking member of the first joining locking member of the lower edge of the outer wall material for building to be attached to the second step portion of the building outer wall is matched with the locking member. The sixth step of bonding and fixing to the surface of the base material, and the sixth step are all applied to the second step of the building outer wall. A seventh step that repeats until the pasting of the outer wall material for building is completed, an eighth step that repeats the above steps until the pasting of the outer wall material for building is completed on all desired steps, and A method for constructing an outer wall of a building, comprising: a ninth step of embedding an appropriate joint material in a groove portion for operation of attaching the engaging portion formed between the step portions. 当該接合係止部材に於ける当該突起部は、当該ハニカム構造体で構成された第2の平面板に於ける当該裏面材若しくは当該補強板と、当該下地材に於ける外表面部との間隔を規制するスペーサーとして機能する事を特徴とする請求項13乃至16の何れかに記載の建築物用外壁材の施工方法。   The projecting portion of the joining locking member is a distance between the back surface material or the reinforcing plate of the second flat plate made of the honeycomb structure and the outer surface portion of the base material. The construction method of the outer wall material for a building according to any one of claims 13 to 16, wherein the construction method functions as a spacer for regulating the wall. 請求項1乃至12の何れかに記載された建築物用外壁材を、所望の建築物の躯体側に於ける、当該建築物用外壁材を貼り付けるための領域に対応した部位に設けられた所望の下地材表面に貼り付けるに際し、当該建築物用外壁材を、当該建築物用外壁材の当該第1と第2の接合係止部材が配備されている当該第2の平面板面を当該下地材表面に対向させると共に、当該第1接合係止部材に於ける当該係止部を、当該下地材表面に予め設けられている、当該係止部を受け入れて嵌合固定する機能を持った係止具嵌合固定部材の内部に差し込み挿入させて、当該第1接合係止部材に於ける当該係止部を固定させた後、当該第2の接合係止部材に於ける複数個の当該係止部を、所望の接合固定手段を使用して、当該建築物用外壁材の水平水準を採りながら、当該下地材表面に固定する事を特徴とする建築物の外壁施工方法。 The building outer wall material according to any one of claims 1 to 12 is provided at a site corresponding to a region for attaching the building outer wall material on a housing side of a desired building. When affixing to the desired base material surface, the building outer wall material is attached to the second plane plate surface on which the first and second joint locking members of the building outer wall material are provided. While facing the surface of the base material, the locking portion of the first joining locking member was provided in advance on the surface of the base material, and had a function of fitting and fixing the locking portion. After being inserted and inserted into the locking member fitting and fixing member to fix the locking portion in the first joint locking member, a plurality of the fixing members in the second bonding locking member Take the horizontal level of the outer wall material for the building using the desired fixing means for the locking part. Reluctant, the outer wall construction method of a building, characterized in that fixed to the base material surface. 当該係止具嵌合固定部材は、一対の取付片部と当該一対の取付片部の中間部に設けられている当該係止片受入部とで構成されており、且つ当該係止片受入部の内部には、当該挿入されてきた当該係止片部を押圧固定する保持部材が設けられている事を特徴とする請求項18に記載の建築物の外壁施工方法。   The locking tool fitting and fixing member is composed of a pair of mounting piece portions and the locking piece receiving portion provided in an intermediate portion of the pair of mounting piece portions, and the locking piece receiving portion. 19. The building outer wall construction method according to claim 18, wherein a holding member that presses and fixes the inserted locking piece portion is provided inside the building. 当該係止具嵌合固定部材は、当該下地材表面に於ける、当該建築物用外壁材が配置されるべき予定領域の当該建築物用外壁材の上縁線部が形成されると予想される仮想線に沿って、当該下地材表面に予め配置されている事を特徴とする請求項18または9に記載の建築物の外壁施工方法。   The locking member fitting and fixing member is expected to form the upper edge line portion of the building outer wall material in the planned area where the building outer wall material is to be arranged on the surface of the base material. The method for constructing an outer wall of a building according to claim 18 or 9, wherein the method is arranged in advance on the surface of the base material along a virtual line. 当該係止具嵌合固定部材は、当該下地材表面に於ける、当該建築物用外壁材が配置されるべき予定領域の当該建築物用外壁材の下縁部に設けられている当該第1接合係止部材に於ける当該係止部が配置されている部位に対応した部位に当該係止片受入部が対向して配置される様に、当該下地材表面に予め配置されている事を特徴とする請求項18乃至20の何れかに記載の建築物の外壁施工方法。   The said locking tool fitting fixing member is the said 1st provided in the lower edge part of the said outer wall material for said buildings of the plan area | region where the said outer wall material for said buildings should be arrange | positioned in the said base material surface. It is preliminarily disposed on the surface of the base material so that the locking piece receiving portion is disposed opposite to the portion corresponding to the portion where the locking portion is disposed in the joint locking member. 21. A method for constructing an outer wall of a building according to any one of claims 18 to 20. 下段の当該建築物用外壁材の上縁部と、上段の当該建築物用外壁材の下縁部との間の間隙が形成されない状態で当該建築物用外壁材を当該建物部の壁部に貼り付ける事を特徴とする請求項18乃至21の何れかに記載の建築物の外壁施工方法。   The outer wall material for building is applied to the wall portion of the building portion in a state where a gap is not formed between the upper edge portion of the lower building outer wall material and the lower edge portion of the upper building outer wall material. The building outer wall construction method according to any one of claims 18 to 21, wherein the building is applied. 請求項1乃至12の何れかに記載された建築物用外壁材を、所望の建築物の躯体側に於ける、当該下地材の表面であって、且つ、当該建築物用外壁材を貼り付けるための領域に対応した部位に設けられた所望の下地材表面に貼り付けるに際し、当該建築物用外壁材を、当該建築物用外壁材の当該第1と第2の接合係止部材が配備されている当該第2の平面板の面を当該下地材表面に対向させると共に、当該第1接合係止部材に於ける当該係止部を、当該下地材表面に於ける当該建築物用外壁材が貼り付けられる領域内で、且つ当該建築物用外壁材の上端縁部線が配置される予定の予想線に沿って予め設けられている、当該係止部を受け入れて嵌合固定する機能を持った係止具嵌合固定部材の内部に、差し込み挿入させて、当該第1接合係止部材に於ける当該係止部を固定させた後、当該第2の接合係止部材に於ける複数個の当該係止部を、所望の接合固定手段を使用して、当該建築物用外壁材の水平水準を採りながら当該下地材表面に固定する第1の作業工程を繰り返し、第1段目の当該建築物用外壁材の貼り付け作業を終了した後、第2段目の当該建築物用外壁材の貼り付け作業である第2の作業工程に於いて、当該第1の作業工程に於けると同様に、当該別の建築物用外壁材を、当該第1段目に配置された複数個の当該建築物用外壁材の上縁部線に沿って、それぞれの当該別の建築物用外壁材の当該下縁線部が近接若しくは隣接する様に、所望の当該下地表面に対向させると同時に、当該別の第1接合係止部材に於ける当該係止部を、当該下地材表面に於ける当該別の建築物用外壁材が貼り付けられる領域内で、且つ当該別の建築物用外壁材の上端縁部線が配置される予定の別の予想線に沿って予め設けられている、当該別の建築物用外壁材の別の係止部を受け入れて嵌合固定する機能を持った別の係止具嵌合固定部材の当該係止片受入部内部に、差し込み挿入させて、当該別の第1接合係止部材に於ける当該係止部を当該下地材の表面に固定させると共に、当該別の建築物用外壁材の当該第1の接合係止部材が設けられている当該下縁部線と、既に当該下地材表面に貼り付けられている当該建築物用外壁材の当該第2の接合係止部材が配備されている上側縁部線とが相互に近接若しくは隣接した状態となる様に配置せしめた後、当該別の建築物用外壁材の当該複数個の別の第2の接合係止部材を所望の接合固定手段を使用して、当該下地材表面に固定する第2の作業工程を繰り返し、第2段目の壁材の貼り付け作業を終了した後、上記した第1及び第2の作業を繰り返し、所望の段目数に於ける当該建築物用外壁材の貼り付け作業が完了するまで上記作業が継続される事を特徴とする建築物の外壁施工方法。 The building outer wall material according to any one of claims 1 to 12, which is a surface of the base material on the housing side of a desired building, and is attached to the building outer wall material When affixing to the surface of a desired base material provided in a region corresponding to the region for the purpose, the outer wall material for the building is provided with the first and second joining locking members of the outer wall material for the building. The surface of the second flat plate is opposed to the surface of the base material, and the locking portion of the first joint locking member is used as the outer wall material for the building on the surface of the base material. Within the area to be pasted, and along the expected line where the upper end edge line of the building outer wall material is to be placed, it has the function of receiving and engaging and fixing the locking part. The first joint locking portion is inserted and inserted into the locking member fitting and fixing member. After fixing the latching portion in the plurality of latching portions in the second joint latching member, the desired joint fixing means is used to fix the outer wall material for the building. Repeating the first work process of fixing to the surface of the base material while taking the horizontal level, and finishing the pasting work of the outer wall material for the building in the first step, the outer wall for the building in the second step In the second work process, which is a material pasting operation, as in the first work process, a plurality of the outer wall materials for another building are arranged in the first stage. At the same time as facing the desired base surface so that the lower edge line portion of each of the other building outer wall materials is adjacent or adjacent along the upper edge line of the building outer wall material , The engaging portion in the other first joining locking member, and the other building outer wall on the surface of the base material The other building outer wall material provided in advance in another region where the upper end edge line of the other building outer wall material is to be arranged in the region where the material is pasted. The other first joining locking member is inserted and inserted into the locking piece receiving portion of another locking member fitting and fixing member having a function of receiving and locking the other locking portion. And the lower edge line on which the first joining and locking member of the other building outer wall material is provided, and the base is already fixed to the surface of the base material. After being arranged so that the upper edge line on which the second joining locking member of the building outer wall material attached to the material surface is in close proximity to or adjacent to each other, The plurality of other second joining locking members of the other building outer wall material are used with a desired joining fixing means. Then, after repeating the second work process for fixing to the surface of the base material and finishing the second stage wall material pasting work, the above first and second works are repeated to obtain the desired stage. A method for constructing an outer wall of a building, characterized in that the above work is continued until the work for pasting the outer wall material for the building in number is completed. 請求項1乃至12の何れかに記載された当該建築物用外壁材を用意する第1の工程、請求項18乃至20の何れかに記載された当該係止具嵌合固定部材を用意する第2の工程、建築物の躯体側に於ける、当該建築物用外壁材を貼り付けるための領域に対応した部位に、表面平坦な下地材を配置する第3の工程、当該所望の下地材表面に於ける、個々の当該建築物用外壁材が貼り付けられるための予定領域内であって、当該建築物用外壁材の当該第1の接合係止部材に於ける当該係止部が配備される予定の複数個の予想領域部位のそれぞれに、当該係止具嵌合固定部材を予め接合固定しておく第4の工程、当該複数個の建築物用外壁材を、当該建物外壁部の最下段(第1段部)部位に貼り付ける為に、当該個々の建築物用外壁材に於ける、当該第1の接合係止部材が配置されている下側縁部を下側に向けて当該下地材表面に対向させた後、当該第1の接合係止部材の個々の当該係止部を、当該係止具嵌合固定部材の個々の係止片受入部内に挿入し、水平基準を取りながら固定する第5の工程、当該建築物用外壁材に於ける、当該第2の接合係止部材の当該係止部を当該下地材表面に適宜の接合固定手段を使用して接合固定する第6の工程、当該第5乃至第6の各工程を当該建物外壁部の最下段(第1段部)部位に於いて、全ての当該建築物用外壁材の貼り付けが完了するまで繰り返す第7の工程、当該複数個の建築物用外壁材を、当該建物外壁部の第2段部に貼り付ける為に、個々の当該別の建築物用外壁材に於ける、当該第1の接合係止部材が配置されている下側縁部を下側に向けて、当該下地材表面に対向させた後、当該別の建築物用外壁材に於ける当該別の第1の接合係止部材の個々の当該係止部を、当該別の係止具嵌合固定部材の個々の係止片受入部内に挿入し、水平基準を取りながら且つ、当該当初の建築物用外壁材に於ける上縁線部と当該別の建築物用外壁材に於ける下縁線部とが相互に近接乃至隣接する様な状態に固定する第8の工程、当該別の建築物用外壁材に於ける、当該別の第2の接合係止部材の当該係止部を当該下地材表面に、適宜の接合固定手段を使用して接合固定する第9の工程、当該第8乃至第9の各工程を当該建物外壁部の上段(第2段部)部位に於いて、全ての当該建築物用外壁材の貼り付けが完了するまで繰り返す第10の工程、とから構成されている事を特徴とする建築物の外壁施工方法。
A first step of preparing the building outer wall material according to any one of claims 1 to 12, and a first step of preparing the locking member fitting and fixing member according to any of claims 18 to 20. 2nd process, 3rd process which arrange | positions a surface flat base material in the site | part corresponding to the area | region for affixing the said building outer wall material in the housing side of a building, the said desired base material surface In the planned region where each individual building outer wall material is to be attached, the locking portion in the first joint locking member of the building outer wall material is provided. A fourth step of preliminarily joining and fixing the locking member fitting and fixing member to each of the plurality of predicted region portions to be fixed, and the plurality of building outer wall materials to the outermost wall portion of the building In order to attach to the lower part (first step part), the second After the lower edge portion on which the joint locking member is arranged is directed downward to face the surface of the base material, the individual locking portions of the first joint locking member are 5th process of inserting in each locking piece receiving part of a fixture fitting fixing member, and fixing it, taking the horizontal reference, the said engagement of the said 2nd joining locking member in the outer wall material for said buildings A sixth step of bonding and fixing the stopper to the surface of the base material using an appropriate bonding and fixing means, and the fifth to sixth steps are applied to the lowermost (first step) portion of the building outer wall. In order to paste the plurality of building outer wall materials to the second step of the building outer wall portion, the seventh step repeated until the pasting of all the building outer wall materials is completed. In each of the other building outer wall materials, the lower edge portion on which the first joining and locking member is arranged faces downward, and After facing the surface of the base material, the individual locking portions of the other first joint locking member in the other building outer wall material are connected to the other fitting fitting fixing member. Inserting into each receiving piece receiving part, taking the horizontal reference, and the upper edge line part in the original building outer wall material and the lower edge line part in the other building outer wall material 8th process which fixes to the state which mutually adjoins thru | or adjoins, The said latching | locking part of this another 2nd joining latching member in the said other external wall material for buildings is said base material surface In addition, the 9th process of joining and fixing using an appropriate joining and fixing means, and the 8th to 9th processes at the upper stage (second stage) part of the building outer wall part A method for constructing an outer wall of a building, characterized in that the tenth step is repeated until the attachment of the outer wall material for objects is completed.
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JP7066574B2 (en) 2018-08-24 2022-05-13 三和シヤッター工業株式会社 Sliding door door pocket structure
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