JP5982675B2 - Wall surface fixing member, manufacturing method thereof, and mounting method - Google Patents

Wall surface fixing member, manufacturing method thereof, and mounting method Download PDF

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JP5982675B2
JP5982675B2 JP2011160709A JP2011160709A JP5982675B2 JP 5982675 B2 JP5982675 B2 JP 5982675B2 JP 2011160709 A JP2011160709 A JP 2011160709A JP 2011160709 A JP2011160709 A JP 2011160709A JP 5982675 B2 JP5982675 B2 JP 5982675B2
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wall surface
fixing member
wall
trunk edge
fiber
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JP2012072644A (en
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耕司 前田
耕司 前田
公隆 細谷
公隆 細谷
丸山 諭
諭 丸山
源志 清宮
源志 清宮
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Kurashiki Spinning Co Ltd
A&A Material Corp
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Kurashiki Spinning Co Ltd
A&A Material Corp
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Description

本発明は、建造物又は構造物の壁面に、表装材等を浮かし張りで設置するための胴縁等として壁面に固定される部材に関し、特に、曲率を有する壁面に好適な前記部材に関するものである。   The present invention relates to a member that is fixed to a wall surface as a body edge or the like for mounting a cover material or the like on a wall surface of a building or a structure, and particularly relates to the member suitable for a wall surface having a curvature. is there.

建造物又は構造物は、木造及びパネル工法の場合を除き、一般的にコンクリートであることから、表面がモルタル(コンクリート)となっていることが多い。このような表面には、美観を改善するため、あるいは、表面の防汚性改善、修理/補修等のメンテナンス性改善、修理/補修等のメンテナンス性改善のために、一般的にタイルパネルや化粧板等の表装材が設置される。また表装材は、壁面がトンネル等の内壁である場合には、さらに照明や車両のヘッドライト等による車両の運転者に内壁面位置、路面状況、他の車両位置、障害物等の視認性を向上させるためにも設置される。表装材の設置方法としては、壁面に直接表装材を設置する直張り法と、壁面と表装材との間に胴縁や取付金具等の壁面固定部材を設置する浮かし張り法とがある。壁面がトンネル等の内壁である場合には、壁面からの漏水が表装材同士の接続部等から表装材の表面に流出すると、表装材の表面に汚れを生じて前記諸性能が低下するという問題が顕著なため、浮かし張り法を用いることが多い。   Since a building or a structure is generally concrete except in the case of wooden construction and panel construction, the surface is often mortar (concrete). For such surfaces, tile panels and makeup are generally used to improve the aesthetics, improve the antifouling properties of the surface, improve the maintainability such as repair / repair, and improve the maintainability such as repair / repair. Surface materials such as plates are installed. In addition, when the wall surface is an inner wall such as a tunnel, the cover material further provides visibility of the inner wall surface position, road surface conditions, other vehicle positions, obstacles, etc. to the vehicle driver by lighting, vehicle headlights, etc. Also installed to improve. As a method for installing the cover material, there are a direct tension method in which the cover material is directly installed on the wall surface and a floating tension method in which a wall surface fixing member such as a trunk edge or a mounting bracket is installed between the wall surface and the cover material. When the wall surface is an inner wall of a tunnel or the like, if water leaks from the wall surface to the surface of the surface material from the connection part between the surface materials, the surface of the surface material is contaminated and the various performances deteriorate. Is often used, the floating method is often used.

浮かし張り法を用いる場合に使用される壁面固定部材には、(1)水分による膨張/収縮が少ない寸法安定性、(2)遮音/吸音性、(3)不燃性/耐火性、(4)温度変化による伸縮及びその繰り返しによる性能劣化や、吸水乾燥の繰り返しによる性能劣化等が発生しない長期耐久性、(5)凍結融解の繰り返しにより性能劣化が発生しない耐凍害性を含む耐候性、(6)設置金具との嵌合形状設計/工事現場での切断加工/ビス留め加工/ビス保持強度等の施工性、(7)耐震性および輸送時/施工時/使用時を通してクラック/割れ/欠けが発生しない高強度等が求められる。また、壁面固定部材は、壁面がトンネル等の内壁である場合には、降雪対策として散布される融雪剤等により錆や腐食等を生じない耐塩害性が求められるとともに、壁面からの漏水が壁面固定部材を介して表装材同士の接続部等から表装材の表面に流出することを防がなければならない。   Wall fixing members used in the case of using the floating tension method are (1) dimensional stability with little expansion / contraction due to moisture, (2) sound insulation / sound absorption, (3) noncombustibility / fire resistance, (4) Long-term durability that does not cause performance deterioration due to expansion and contraction due to temperature change and repeated repetition of water absorption drying, (5) Weather resistance including frost damage resistance that does not cause performance deterioration due to repeated freeze-thawing, (6 ) Fitting shape design with mounting bracket / cutting work at construction site / screw fastening / workability such as screw holding strength, (7) seismic resistance and cracks / cracks / chips during transportation / construction / use High strength that does not occur is required. In addition, when the wall surface is an inner wall such as a tunnel, the wall surface fixing member is required to have salt damage resistance that does not cause rust or corrosion due to a snow melting agent sprayed as a snowfall countermeasure, and water leakage from the wall surface It must be prevented from flowing out to the surface of the cover material from the connection part of the cover material through the fixing member.

また、表装材を設置する壁面が曲率を有する壁面である場合、すなわちトンネル壁面、アーチカルバート内壁、アーチ橋のアーチ部壁面、円筒形/楕円筒形等のスタジアム内外壁、円筒形の排気口内外壁。略円筒形の煙突内壁、円筒形タンクの内外壁等のように二次元曲面を有する壁面、又は、球形タンク、卵形/繭形ビルのように三次元曲面を有する壁面等の壁面である場合、物件ごとに各々曲率が異なっているため、その曲面に固定される汎用(すなわち供給時には直線状又は平板状)の壁面固定部材には、工事現場で壁面の曲率に追随させて取付ることができる可撓性又は靱性が求められる。   In addition, when the wall surface on which the cover material is installed is a wall surface having a curvature, that is, a tunnel wall surface, an arch culvert inner wall, an arch bridge arch wall surface, a cylindrical / elliptical cylindrical stadium inner / outer wall, a cylindrical exhaust port inner / outer wall . When the wall surface has a two-dimensional curved surface, such as a substantially cylindrical chimney inner wall, an inner / outer wall of a cylindrical tank, or a wall surface having a three-dimensional curved surface, such as a spherical tank or egg-shaped / 繭 -shaped building Because each property has a different curvature, it can be attached to a general-purpose (ie, straight or flat) wall surface fixing member that is fixed to the curved surface, following the curvature of the wall surface at the construction site. Flexibility or toughness is required.

可撓性又は靱性が乏しい壁面固定部材を、曲率を有する壁面に取付る場合、例えば、壁面が凹面であれば、壁面固定部材の端部は壁面に接触するか近づくが、壁面固定部材の中央部が浮いてしまう。逆に壁面が凸面であれば、壁面固定部材の中央部は壁面に接触するか近づくが、壁面固定部材の端部が浮いてしまう。壁面の曲率が大きく、壁面固定部材の面積や寸法が小さい場合には、可撓性又は靱性が無い直線状や平板状の壁面固定部材でも問題ないが、壁面の曲率が小さく、壁面固定部材の面積や寸法が大きい場合には、部材に可撓性又は靱性を持たせるか、高コストであっても壁面の曲率に合わせた壁面固定部材を個々に生産することが求められる。   When attaching a wall surface fixing member having poor flexibility or toughness to a wall surface having a curvature, for example, if the wall surface is concave, the end of the wall surface fixing member contacts or approaches the wall surface, but the center of the wall surface fixing member The part will float. Conversely, if the wall surface is convex, the center portion of the wall surface fixing member contacts or approaches the wall surface, but the end portion of the wall surface fixing member floats. If the wall surface curvature is large and the area and dimensions of the wall surface fixing member are small, there is no problem with a linear or flat wall surface fixing member that is not flexible or tough, but the wall surface curvature is small and the wall surface fixing member When the area or size is large, it is required to give the member flexibility or toughness, or to individually produce a wall surface fixing member that matches the curvature of the wall surface even at high cost.

このような壁面固定部材を介して浮かし張り法により壁面に設置される表装材としては、例えば押出成形セメント(コンクリート)板(例えば、特許文献1)、繊維強化セメント板やケイ酸カルシウム板等の無機質板、前記無機質板を基板としその表面にタイルを接着してなるタイルパネル(例えば、特許文献2)、前記無機質板の表面に無機質系塗料の塗膜を形成してなる化粧板、ホーロー鋼板、化粧アルミニウム板、化粧ステンレス鋼板(例えば、特許文献3)等がある。   Examples of the covering material installed on the wall surface by the floating method through such a wall fixing member include an extruded cement (concrete) plate (for example, Patent Document 1), a fiber reinforced cement plate, a calcium silicate plate, and the like. An inorganic board, a tile panel formed by adhering a tile to the surface of the inorganic board as a substrate (for example, Patent Document 2), a decorative board formed by forming a coating film of an inorganic paint on the surface of the inorganic board, and an enamel steel plate , Decorative aluminum plate, decorative stainless steel plate (for example, Patent Document 3).

特開平6−248881号公報JP-A-6-248881 特許第3509463号号公報Japanese Patent No. 3509463 特開平7−158391号公報JP 7-158391 A

従来浮かし張り法用として用いられてきた従来の胴縁や金属製アングル材は、曲率を有する壁面へ施工する場合、施工現場で壁面の曲率に追随させて取付るために必要とされる可撓性又は靱性を欠くという問題がある。また、有機系の材料は可撓性や靱性には優れているが、不燃性や耐火性を欠くので建造物又は構造物の壁面固定部材としては適さない。   Conventional body edges and metal angle materials that have been used for the conventional floating tension method are flexible enough to follow the curvature of the wall surface when installed on a wall surface having a curvature. There is a problem of lack of strength or toughness. Organic materials are excellent in flexibility and toughness, but are not suitable as a wall fixing member for buildings or structures because they lack incombustibility and fire resistance.

さらに、壁面固定部材として胴縁を用いる場合、トンネル等の漏水を伴う壁面については、胴縁が漏水の流路を遮ることで、漏水が胴縁の側面に沿って表装材側に流れ、表装材同士の接続部等から表装材の表面に流出するという問題がある。この問題は横胴縁の場合に特に著しいが、縦胴縁であってもこの問題を生ずる。一方、壁面固定部材として特許文献2のような取付金具を用いると、胴縁を用いる場合よりも壁面からの漏水が壁面固定部材を介して表装材同士の接続部等から表装材の表面に流出するという問題は大幅に軽減される。しかし、多数の取付金具を個々に壁面に取付ることになるので、壁面固定部材として胴縁を用いる場合よりも施工効率が悪くなるという問題がある。   Furthermore, when using a trunk edge as a wall fixing member, for a wall with water leakage such as a tunnel, the trunk edge blocks the flow path of the leakage water, so that the leakage flows along the side surface of the trunk edge to the surface material side. There is a problem that the material flows out from the connecting portion between the materials to the surface of the cover material. This problem is particularly remarkable in the case of the horizontal trunk edge, but this problem occurs even in the case of the vertical trunk edge. On the other hand, when the mounting bracket as in Patent Document 2 is used as the wall surface fixing member, water leaks from the wall surface to the surface of the surface material through the wall surface fixing member through the wall surface fixing member. The problem of doing is greatly reduced. However, since a large number of mounting brackets are individually attached to the wall surface, there is a problem that the construction efficiency is worse than when a barrel edge is used as the wall surface fixing member.

また、壁面固定部材として金属系の材料を用いると、融雪剤等の影響により錆や腐食を生じやすいという問題がある。   Further, when a metal material is used as the wall surface fixing member, there is a problem that rust and corrosion are likely to occur due to the influence of a snow melting agent or the like.

そこで本発明は、上記した(1)〜(7)の各特性を満足する壁面固定部材を、曲面を有する壁面に胴縁、特に縦胴縁として使用する場合に、建造物又は構造物の施工現場で壁面の曲率に追随させて取付ることができ、さらに、壁面固定部材を曲面を有する壁面に胴縁、特に横胴縁として使用する場合に、胴縁の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができ、錆や腐食を生じにくい壁面固定部材を提供することを目的とする。   Therefore, the present invention provides a construction or construction work when the wall surface fixing member satisfying the above characteristics (1) to (7) is used as a trunk edge, particularly a vertical trunk edge, on a curved wall surface. It can be mounted following the curvature of the wall surface at the site, and when the wall surface fixing member is used on a curved wall surface as a trunk edge, especially as a horizontal trunk edge, it is transmitted from the wall surface to the side surface of the trunk edge. An object of the present invention is to provide a wall surface fixing member that can prevent the leakage of water from flowing out from the connecting portion between the surface materials to the surface of the surface material, and is less prone to rust and corrosion.

上記課題を解決するために、本発明に係る壁面固定部材は、建造物又は構造物の壁面に取付られる窯業系材料の壁面固定部材であって、建造物又は構造物と対向し取付時に壁面と接触する側の面(以下、取付時壁接触側面と記す)に、凹凸部を形成したことを特徴とする。
本発明の壁面固定部材によれば、窯業系材料により形成することで壁面固定部材に求められる上記(1)〜(7)の各特性を満足させると共に、取付時壁接触側面に凹凸部を形成する。この凹凸部は、その面が曲率を有する壁面に縦胴縁として壁面固定部材を取付る際の引張応力面になる場合に変形する。この凹凸部が変形することにより、本発明の壁面固定部材は可撓性又は靱性が向上し、建造物又は構造物の施工現場で壁面の曲率に追随させて取付ることができる。さらに、この凹凸部の凸部は壁面に対して点接触又は線接触になり、凹部は両側壁を繋ぐ空間になって漏水が通過できるので、横胴縁として壁面固定部材を取付る際の壁面固定部材の側面に沿って漏水が表装材側に流れて、表装材同士の接続部等から表装材の表面に流出することを防ぐことができる。
In order to solve the above-described problems, a wall surface fixing member according to the present invention is a wall surface fixing member of a ceramic material attached to a wall surface of a building or a structure, and faces the building or structure, An uneven portion is formed on the surface on the contact side (hereinafter referred to as a wall contact side surface during mounting).
According to the wall surface fixing member of the present invention, the above-mentioned properties (1) to (7) required for the wall surface fixing member are satisfied by being formed of a ceramic material, and an uneven portion is formed on the side wall contact surface during mounting. To do. This uneven | corrugated | grooved part deform | transforms when the surface becomes a tensile stress surface at the time of attaching a wall surface fixing member as a vertical trunk edge to the wall surface which has a curvature. By deforming the uneven portion, the wall surface fixing member of the present invention is improved in flexibility or toughness, and can be attached following the curvature of the wall surface at the construction site of the building or structure. Furthermore, since the convex part of this concavo-convex part becomes a point contact or a line contact with the wall surface, and the concave part becomes a space connecting both side walls and water leakage can pass through, the wall surface when the wall surface fixing member is attached as a lateral trunk edge It is possible to prevent water leakage from flowing along the side surface of the fixing member to the surface material side and outflowing from the connection part between the surface materials to the surface of the surface material.

好ましくは、本発明の壁面固定部材の凹凸部は、取付時壁接触側面から突出する複数の突出部と、取付時壁接触側面から窪んだ複数の凹穴部、又は、取付時壁接触側面に設けられた複数の波状部のいずれかで構成されるようにしてもよい。さらに、突出部は細長いリブ状、凹穴部は細長い溝状、に形成されるようにしてもよい。
本実施態様では、窯業系材料の壁面固定部材における取付時壁接触側面に、成型後の後加工、又は、成型時、特に押出成形時に金型を利用したプレス加工やエンボス加工により凹凸部を容易に形成することができる。また金型は、平板形状に限らずローラ形状のものも利用できる。
Preferably, the uneven portions of the wall surface fixing member of the present invention are a plurality of protrusions protruding from the wall contact side surface during mounting, a plurality of recessed holes recessed from the wall contact side surface during mounting, or a wall contact side surface during mounting. You may make it be comprised by either of the provided several wavelike part. Further, the protruding portion may be formed in an elongated rib shape, and the recessed hole portion may be formed in an elongated groove shape.
In this embodiment, the uneven portion can be easily formed on the wall contact side surface of the wall material fixing member of the ceramic material by post-processing after molding, or by pressing or embossing using a die at the time of molding, particularly at the time of extrusion molding. Can be formed. The mold is not limited to a flat plate shape, and a roller shape can also be used.

好ましくは、本発明の壁面固定部材のリブ状突出部、溝状凹穴部、又は、波状部は、壁面固定部材の長辺に対して直角方向に形成されるようにしてもよい。
本実施態様では、曲率を有する曲面の壁面に対して、縦胴縁としての壁面固定部材の長辺に沿って曲率に追随させて、すなわち曲面に沿わせるように壁面固定部材を変形させながら固定することができる。
Preferably, the rib-like projecting portion, groove-like recessed hole portion, or corrugated portion of the wall surface fixing member of the present invention may be formed in a direction perpendicular to the long side of the wall surface fixing member.
In this embodiment, the curved wall surface having a curvature is fixed by following the curvature along the long side of the wall surface fixing member as a vertical trunk edge, that is, while deforming the wall surface fixing member so as to follow the curved surface. can do.

好ましくは、本発明の壁面固定部材の凹凸部の形状を、多数の円錐、円錐台、角錐又は角錐台に形成するようにしてもよい。
本実施態様でも、縦胴縁として壁面固定部材の長辺を曲面に沿わせるように壁面固定部材を変形させながら固定することができるだけでなく、横胴縁として使用しても、壁面固定部材(胴縁)の側面に沿って漏水が表装材側に流れて、表装材同士の接続部等から表装材の表面に流出するという問題を生ずることはない。さらに本実施態様では、凹凸部の凸部が壁面に対して点接触になり、凹部が両側壁を繋ぐ空間になって漏水が通過できることに加えて、胴縁の表面側の高さ調整部に対して平行になる面の面積を最少にできるので、長辺に沿う方向の可撓性や靱性ばかりでなく、他の全ての方向に対して可撓性や靱性を向上させることができる。
Preferably, the shape of the concavo-convex portion of the wall surface fixing member of the present invention may be formed in a number of cones, truncated cones, pyramids or truncated pyramids.
Even in this embodiment, not only can the wall surface fixing member be deformed so that the long side of the wall surface fixing member follows the curved surface as the vertical body edge, but also the wall surface fixing member ( There is no problem that the water leaks along the side surface of the body edge and flows out to the surface material side, and flows out from the connection part between the surface materials to the surface of the surface material. Furthermore, in this embodiment, the convex part of the concavo-convex part is in point contact with the wall surface, and the concave part becomes a space connecting both side walls to allow water leakage to pass. Since the area of the parallel surface can be minimized, not only the flexibility and toughness in the direction along the long side but also the flexibility and toughness in all other directions can be improved.

好ましくは、本発明の壁面固定部材では、取付時壁接触側面と、その反対側の取付時開放側面との間を貫通する取付用貫通孔を形成しておき、取付時開放側面における、取付用貫通孔を用いて壁面固定部材を被取付壁面に固定する固定金具の周囲に、当該固定金具における取付時開放側面から突出した部分の突出高さと同等以上の高さ寸法を有する取付時開放側面高さ調整部が形成されるか、又は、取付時開放側面における、取付用貫通孔を用いて壁面固定部材を被取付壁面に固定する固定金具の周囲に、当該固定金具における取付用貫通孔の断面寸法からはみ出した固定爪又は固定頭部分を埋設可能な深さ寸法の固定部分埋設部が形成されるようにしてもよい。
本実施態様では、固定金具の固定爪又は固定頭部分を取付時開放側面と面一又は取付時開放側面よりも低い高さにできるので、美観を良好にし、壁面固定部材上にさらに別の部材を重ねる場合の窯業系材料の土台を平坦にすることができる。
Preferably, in the wall surface fixing member of the present invention, a mounting through-hole penetrating between the wall contact side surface at the time of mounting and the open side surface at the opposite side is formed, The open side height when mounted has a height dimension equal to or greater than the protruding height of the portion of the fixed bracket that protrudes from the open side surface during mounting around the fixing bracket that fixes the wall fixing member to the mounted wall surface using the through hole. A cross section of the mounting through-hole in the fixing bracket around the fixing bracket that fixes the wall fixing member to the mounted wall surface using the mounting through-hole on the open side surface when mounting is formed You may make it form the fixed part embedding part of the depth dimension which can embed the fixed nail | claw or the fixed head part which protruded from the dimension.
In the present embodiment, since the fixing claws or fixed head portion of the fixing bracket can be made lower in height than the mounting during opening side flush or mounted upon opening side, to improve the aesthetics, yet another on the wall fixing member The base of the ceramic material when the members are stacked can be made flat.

好ましくは、本発明の壁面固定部材は、繊維状の材料を含ませた水硬性セメント組成物を押出成形することにより得られる窯業系材料から形成されるようにし、繊維状の材料は、繊維長が3mm乃至100mmで、繊維径が5μm乃至200μmで、アスペクト比が100乃至1000であるポリエチレン繊維(PE)、ポリプロピレン繊維(PP)、又は、ポリビニルアルコール繊維(PVA)であり、前記壁面固定部材における体積混入率が1%乃至10%であるようにしてもよい。
本実施態様では、窯業系材料に繊維状の材料を含ませ、繊維状の材料の繊維長及び繊維径及びアスペクト比を制御することで、窯業系材料の可撓性又は靱性及び可撓性を向上させることができる。
Preferably, the wall surface fixing member of the present invention is formed from a ceramic material obtained by extruding a hydraulic cement composition containing a fibrous material, and the fibrous material has a fiber length. Is a polyethylene fiber (PE), polypropylene fiber (PP), or polyvinyl alcohol fiber (PVA) having a fiber diameter of 3 to 100 mm, a fiber diameter of 5 to 200 μm, and an aspect ratio of 100 to 1000. The volume mixing ratio may be 1% to 10%.
In this embodiment, the ceramic material includes a fibrous material, and the fiber length, fiber diameter, and aspect ratio of the fibrous material are controlled, so that the flexibility or toughness and flexibility of the ceramic material are increased. Can be improved.

上記課題を解決するために、本発明に係る壁面固定部材の取付方法は、上記した各壁面固定部材を、建造物又は構造物の曲率を有する壁面に取付る方法であって、壁面固定部材における凹凸部が形成された取付時壁接触側面を、曲率を有する壁面側に向け、曲率に追随させて撓ませた状態で壁面に固定することを特徴とする。
本発明の壁面固定部材の取付方法によれば、取付時壁接触側面に形成された凹凸部を、曲率を有する壁面側にして施工することで、壁面固定部材を建造物又は構造物の壁面の曲率に追随させて取付ることができる。
In order to solve the above-described problem, a method for attaching a wall surface fixing member according to the present invention is a method for attaching each wall surface fixing member to a wall surface having a curvature of a building or a structure. The wall contact side surface at the time of attachment in which the uneven part is formed is directed to the wall surface side having a curvature, and is fixed to the wall surface in a state of being bent by following the curvature.
According to the mounting method of the wall surface fixing member of the present invention, the wall surface fixing member is attached to the wall surface of the building or the structure by constructing the uneven portion formed on the wall contact side surface at the time of mounting on the wall surface side having a curvature. It can be attached to follow the curvature.

本発明の壁面固定部材によれば、壁面固定部材に求められる特性を満足し、曲面を有する壁面に胴縁、特に縦胴縁として使用する場合に、建造物又は構造物の施工現場で壁面の曲率に追随させて取付ることができ、さらに、壁面固定部材を曲面を有する壁面に胴縁、特に横胴縁として使用する場合に、胴縁の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができる壁面固定部材を提供できる。   According to the wall surface fixing member of the present invention, the characteristics required of the wall surface fixing member are satisfied, and when the wall surface having a curved surface is used as a trunk edge, particularly as a vertical trunk edge, It can be mounted following the curvature, and when the wall fixing member is used as a trunk edge, especially a horizontal trunk edge, on a curved wall surface, water leakage from the wall surface is displayed along the side surface of the trunk edge. The wall surface fixing member which can prevent flowing out to the surface of a surface covering material from the connection part of materials, etc. can be provided.

曲率を有するトンネルの内壁に、本発明の壁面固定部材の一例として縦胴縁として施工し、さらに表装材を浮かし張り法で施工した場合を示す図であり、(a)が施工途中を示し、(b)が施工後を示す。It is a diagram showing a case where the inner wall of the tunnel having a curvature is constructed as a vertical trunk edge as an example of the wall surface fixing member of the present invention, and further the case where the surface material is constructed by the floating tension method, (a) shows the middle of construction, (B) shows after construction. (a)は図1(a)の曲率を有するトンネルの内壁の取付位置に変形前の縦胴縁としての壁面固定部材を位置合わせした状態を示す断面図であり、(b)は図2(a)の縦胴縁にさらに表装材を浮かし張り法で施工した状態を示す断面図である。(A) is sectional drawing which shows the state which aligned the wall surface fixing member as a vertical trunk edge before a deformation | transformation to the attachment position of the inner wall of the tunnel which has a curvature of FIG. 1 (a), (b) is FIG. It is sectional drawing which shows the state which carried out the surface covering material further to the vertical trunk edge of a), and was constructed by the tension method. (a)は図1(a)の曲率を有するトンネルの内壁に縦胴縁としての壁面固定部材を施工した状態を拡大して示す拡大図であり、(b)は図3(a)の胴縁にさらに表装材を一枚施工した場合を示す拡大図である。(A) is an enlarged view showing a state in which a wall surface fixing member as a vertical body edge is constructed on the inner wall of the tunnel having the curvature of FIG. 1 (a), and (b) is an enlarged view of the body of FIG. It is an enlarged view which shows the case where one sheet | seat covering material is further constructed in the edge. 図1、2に示した胴縁の第1実施形態(溝)の拡大斜視図である。It is an expansion perspective view of 1st Embodiment (groove | groove) of the trunk edge shown to FIG. 図1、2に示した胴縁の第2実施形態(波形)の拡大斜視図である。It is an expansion perspective view of 2nd Embodiment (waveform) of the trunk edge shown to FIG. 図1、2に示した胴縁の第3実施形態(ランダム)の拡大斜視図である。It is an expansion perspective view of 3rd Embodiment (random) of the trunk edge shown to FIG. 図1、2に示した胴縁の第4実施形態(突起)の拡大斜視図である。It is an expansion perspective view of 4th Embodiment (protrusion) of the trunk edge shown to FIG. 図1、2に示した胴縁の第5実施形態(穴)の拡大斜視図である。It is an expansion perspective view of 5th Embodiment (hole) of the trunk edge shown to FIG. 図1、2に示した胴縁の第6実施形態(四角錐)の拡大斜視図である。It is an expansion perspective view of 6th Embodiment (square pyramid) of the trunk edge shown in FIGS. 図5の縦胴縁を固定する場合の固定孔およびアンカーボルトを示す斜視図である。It is a perspective view which shows the fixing hole and anchor bolt in the case of fixing the vertical trunk edge of FIG. 第1実施形態において、さらに止流溝を設けた場合の拡大斜視図である。In 1st Embodiment, it is an expansion perspective view at the time of providing a further stop groove.

以下、本発明の壁面固定部材の実施の形態について、以下に図面を用いながら詳細に説明する。   Hereinafter, embodiments of the wall surface fixing member of the present invention will be described in detail with reference to the drawings.

<第1実施形態>
第1実施形態では、断面がほぼ円形のトンネル内の内壁面2に、排水性を考慮して胴縁を縦方向に設置した上に、表装材を設置する場合について説明する。
図1(a)、(b)におけるトンネル1は、高速道路の場合、例えば内径R=5、400mm、国道の場合、例えば内径R=4、800mm、一般道の場合、例えば内径R=4,500mm、鉄道の場合、例えば内径R=3,500mm等の曲率で断面が円弧状に湾曲した内壁面2を有している。本実施形態では、一例として内径R=5000mmとする。内壁面2に直接に表装材31を施工することも可能であるが、漏水(湧水)が多い場合の排水路を内壁面2上の上から下に確保するために、内壁面2上に内壁面2に施工される壁面固定部材である胴縁11を縦方向(上下方向)に設置してから、その上に表装材31を施工する。
<First Embodiment>
In the first embodiment, a case will be described in which a cover is installed on the inner wall surface 2 in a tunnel having a substantially circular cross section in consideration of drainage properties in the longitudinal direction, and the outer covering material is installed.
The tunnel 1 in FIGS. 1A and 1B is an inner road R = 5, 400 mm, for example, in the case of a highway, and an inner diameter R = 4, 800 mm, for example, in a national road, for example, an inner diameter R = 4 In the case of a railway of 500 mm, for example, it has an inner wall surface 2 whose section is curved in an arc shape with a curvature such as an inner diameter R = 3,500 mm. In this embodiment, the inner diameter R is set to 5000 mm as an example. Although it is possible to construct the cover material 31 directly on the inner wall surface 2, in order to secure a drainage channel when there is a lot of water leakage (spring water) from the top to the bottom on the inner wall surface 2, After the trunk edge 11 which is a wall surface fixing member to be constructed on the inner wall surface 2 is installed in the vertical direction (vertical direction), the cover material 31 is constructed thereon.

胴縁11は、可撓性又は靱性及び可撓性を向上させるために繊維状の材料を含むセメント等の窯業系材料を用いて、図2(a)に示したように、例えば、トータルの厚みL1(図4参照)が30mmで形成される。トータルの厚みL1=30mmというのは、図4に示したように取付時壁接触側面72の6mmの凹凸層78の幅L4、8mmのボルトヘッド収容溝76の深さL7を含むので、ソリッド部分の厚み幅L3は16mmとなる。また、胴縁11の幅寸法L2は、略30mm乃至200mmの範囲であればよく、本実施形態の場合には50mmとした。また、胴縁11の長さ寸法は、略1000mm乃至4000mmの範囲であればよく、本実施形態の場合には1820mmとした。   As shown in FIG. 2A, the trunk edge 11 is made of a ceramic material such as cement containing a fibrous material in order to improve flexibility or toughness and flexibility. Thickness L1 (refer FIG. 4) is formed with 30 mm. The total thickness L1 = 30 mm includes the width L4 of the 6 mm concave / convex layer 78 on the wall contact side surface 72 and the depth L7 of the bolt head receiving groove 76 of 8 mm as shown in FIG. The thickness width L3 is 16 mm. Further, the width L2 of the trunk edge 11 may be in a range of about 30 mm to 200 mm, and in the case of the present embodiment, it is set to 50 mm. Moreover, the length dimension of the trunk edge 11 should just be the range of about 1000 mm thru | or 4000 mm, and was 1820 mm in this embodiment.

本実施形態のソリッド部分の厚み幅L3は上述したように16mmであるが、6mmの凹凸層78幅L4を合わせて、胴縁11のトータルの厚み寸法は、略20mm以上であることが好ましい。これは、胴縁11の厚み寸法が20mm未満の場合、胴縁11は、凹凸層78を有していなくても、内壁面2に沿うように変形させることができるため、凹凸層が必要ないためである。例えば本発明者による実験によれば、厚み寸法15mmのソリッドな胴縁は、現場作業者が人力によりトンネルの内壁2の曲面に合わせて、且つ、ひび又は割れを発生させないで曲げることができた。しかし、胴縁11の厚み寸法が略20mm以上になり、例えば、厚み寸法が30mm以上のソリッドな胴縁は、現場作業者が人力によりトンネルの内壁2の曲面に合わせて曲げることが不可能であった。   As described above, the thickness width L3 of the solid portion of the present embodiment is 16 mm. However, the total thickness dimension of the trunk edge 11 is preferably about 20 mm or more when the uneven layer 78 width L4 of 6 mm is combined. This is because, when the thickness dimension of the trunk edge 11 is less than 20 mm, the trunk edge 11 can be deformed along the inner wall surface 2 even if it does not have the concave-convex layer 78, so that the concave-convex layer is not necessary. Because. For example, according to an experiment by the present inventor, a solid trunk edge having a thickness of 15 mm was able to be bent by a field worker according to the curved surface of the inner wall 2 of the tunnel by human power without causing cracks or cracks. . However, the thickness dimension of the trunk edge 11 is about 20 mm or more. For example, a solid trunk edge having a thickness dimension of 30 mm or more cannot be bent by the field worker according to the curved surface of the inner wall 2 of the tunnel. there were.

胴縁11の凹凸層78の取付時壁接触側面72における複数の細長い溝状の凹穴部75は、胴縁11の幅寸法L2の一端から他端まで貫通させて深さが凹凸層78の幅L4=6mmで連続する溝である。また、凹穴部75は、例えば、開口幅が3mmであり、溝と溝の間の溝間部分74は15mmである。このように曲面固定時の引張応力面である取付時壁接触側面72に溝状の凹穴部75を規則性を有するように設けることで、曲面固定時の引張応力に対する一種のバッファ部が形成されることになり、引張応力よるひびや割れを大幅に緩和することができる。また、細長い溝状の凹穴部75に代えて、取付時壁接触側面72に、胴縁11の幅寸法L2の一端から他端まで続く細長いリブ状の突出部を設けることでも同様の効果を得ることができる。   When the concave and convex layer 78 of the trunk edge 11 is attached, the plurality of elongated groove-like concave holes 75 on the wall contact side surface 72 are penetrated from one end to the other end of the width dimension L <b> 2 of the trunk edge 11 and the depth of the concave and convex layer 78. It is a continuous groove with a width L4 = 6 mm. Further, the recessed hole portion 75 has, for example, an opening width of 3 mm, and an inter-groove portion 74 between the grooves is 15 mm. In this way, by providing the groove-shaped concave hole portion 75 with regularity on the wall contact side surface 72 at the time of attachment, which is a tensile stress surface when the curved surface is fixed, a kind of buffer portion for the tensile stress when the curved surface is fixed is formed. As a result, cracks and cracks due to tensile stress can be greatly relieved. Further, in place of the elongated groove-like concave hole portion 75, a similar effect can be obtained by providing an elongated rib-like projecting portion extending from one end to the other end of the width dimension L 2 of the trunk edge 11 on the wall contact side surface 72 at the time of attachment. Can be obtained.

胴縁11の取付時壁接触側面72の反対側、すなわち、取付時開放側面73には、壁面固定部材を被取付壁面に固定する固定金具(例えばアンカーボルト51)の突出したヘッド部分(例えば図10のボルトヘッド52)の突出高さと同等以上の高さ寸法を有する高さ調整部77が形成される。高さ調整部77は、固定金具(アンカーボルト)51の周囲における胴縁11の幅方向の両端を長手方向に沿って土手状に高くして、その間の溝部76に固定金具51を配置することができる。あるいは、胴縁11の溝部76に、取付時壁接触側面72と、その反対側の取付時開放側面73との間を貫通する取付用貫通孔79を形成しておき、取付時開放側面73における、取付用貫通孔79を用いて壁面固定部材を被取付壁面に固定する固定金具(アンカーボルト51)の周囲に、その固定金具51における取付用貫通孔79の断面寸法からはみ出した固定爪又は固定頭部分52を埋設可能な深さ寸法の固定部分埋設部76を形成することができる。   On the side opposite to the wall contact side surface 72 at the time of attachment of the trunk edge 11, that is, on the open side surface 73 at the time of attachment, a protruding head portion (for example, the figure) of a fixing fitting (for example, anchor bolt 51) for fixing the wall surface fixing member to the wall surface to be mounted. A height adjusting portion 77 having a height dimension equal to or greater than the protruding height of the ten bolt heads 52) is formed. The height adjusting portion 77 has both ends in the width direction of the trunk edge 11 around the fixing bracket (anchor bolt) 51 raised like a bank along the longitudinal direction, and the fixing bracket 51 is disposed in the groove 76 therebetween. Can do. Alternatively, an attachment through hole 79 is formed in the groove 76 of the trunk edge 11 so as to penetrate between the attachment wall contact side surface 72 and the opposite attachment side opening side surface 73. The fixing claw or the fixing protruding from the cross-sectional dimension of the mounting through hole 79 in the fixing bracket 51 around the fixing bracket (anchor bolt 51) for fixing the wall fixing member to the mounted wall surface using the mounting through hole 79 A fixed portion burying portion 76 having a depth dimension capable of burying the head portion 52 can be formed.

胴縁11は、図2(a)に示したように内壁面2上の所定位置に配置される。この場合の、胴縁11の中央部とトンネルの内壁2の曲面との距離は、例えば83.51mmであった。つまり、略80mmの隙間があく。   The trunk edge 11 is disposed at a predetermined position on the inner wall surface 2 as shown in FIG. In this case, the distance between the central portion of the trunk edge 11 and the curved surface of the inner wall 2 of the tunnel was 83.51 mm, for example. That is, a gap of about 80 mm is left.

この状態から、胴縁11の中央部を内側から壁面2側に押圧することで、胴縁11は、その可撓性又は靱性により、図2(b)及び図3(a)に示したように、胴縁11は内壁面2に沿うように変形する。そして胴縁11は、図2(b)及び図3(b)に示したように変形した状態のまま、アンカーボルト200により、図10に示した貫通孔79を介して内壁面2上に固定される。貫通孔79は、胴縁11の成型時に形成してもよいし、作業現場で形成してもよい。胴縁11は、本実施形態では排水性/通気性を確保するために、長辺が縦方向になるように設置されるが、例えば、排水性を無視できる場合等には、横方向に設置してもよい。また、胴縁11は、ボックスカルバート等の内壁面2に曲率を有していない平坦な面に対して使用してもよい。   From this state, the center part of the trunk edge 11 is pressed from the inside to the wall surface 2 side, so that the trunk edge 11 is shown in FIGS. 2B and 3A due to its flexibility or toughness. In addition, the trunk edge 11 is deformed along the inner wall surface 2. The trunk edge 11 is fixed on the inner wall surface 2 by the anchor bolt 200 through the through hole 79 shown in FIG. 10 while being deformed as shown in FIGS. 2B and 3B. Is done. The through hole 79 may be formed when the trunk edge 11 is molded, or may be formed at a work site. In this embodiment, the trunk edge 11 is installed so that the long side is in the vertical direction in order to ensure drainage / breathability. For example, when the drainage can be ignored, the trunk edge 11 is installed in the horizontal direction. May be. Moreover, you may use the trunk edge 11 with respect to the flat surface which does not have a curvature in the inner wall surfaces 2, such as a box culvert.

内壁面2上に固定された胴縁11の上(内面側)に、さらに表装材31が配置され、胴縁11のみの場合と同様に、アンカーボルト200により表装材31が胴縁11と共に内壁面2上に固定される。胴縁11に対するアンカーボルト200及び貫通孔79の位置は、例えば、胴縁11の上下の両端近辺の2箇所及びその中間の1箇所以上であればよい。   A cover material 31 is further arranged on the inner edge 11 (on the inner surface side) fixed on the inner wall surface 2, and as with the case of only the trunk edge 11, the cover material 31 is moved together with the trunk edge 11 by the anchor bolt 200. Fixed on the wall 2. The positions of the anchor bolt 200 and the through hole 79 with respect to the trunk edge 11 may be, for example, two places near the upper and lower ends of the trunk edge 11 and one or more places in the middle thereof.

胴縁11は、通常のセメント系組成物用の型及び成形機により、水硬性セメント組成物から押出成形することができる。これは、後述する繊維補強した水硬性セメント組成物の場合も同様である。押出成形された成形体はそのまま自然硬化させてもよいし、高温水蒸気中で促進硬化させてもよい。また、成形体物性に問題が生じない範囲で高温高圧のオートクレーブ中で促進硬化させてもよい。   The trunk edge 11 can be extruded from a hydraulic cement composition by a normal mold and molding machine for a cement-based composition. The same applies to the fiber-reinforced hydraulic cement composition described later. The molded article thus extruded may be naturally cured as it is, or may be accelerated and cured in high-temperature steam. Further, it may be accelerated and cured in a high-temperature and high-pressure autoclave as long as there is no problem with the physical properties of the molded product.

細長い溝状の凹穴部75は、押出成形された成形体に対して後加工により形成してもよいが、可能であれば、押出成形時(硬化前又は硬化途中段階)に金型を利用してプレス加工やエンボス加工により形成することがコスト的に低減させることができるため好ましい。なお、上記した凹穴部75の開口幅の3mm、又は、溝間部分74の15mm等の寸法については、エンボス加工に対応させるために変更しても、本発明の曲面固定時の引張応力よるひびや割れを大幅に緩和する効果を充分に得ることができる。   The elongated groove-like concave hole portion 75 may be formed by post-processing on the extruded molded body, but if possible, a mold is used during extrusion molding (before curing or in the middle of curing). Then, it is preferable to form by pressing or embossing because the cost can be reduced. In addition, even if it changes in order to respond | correspond to embossing about dimensions, such as 3 mm of the opening width of the above-mentioned recessed hole part 75, or 15 mm of the groove part 74, it depends on the tensile stress at the time of curved surface fixation of this invention. The effect of greatly reducing cracks and cracks can be obtained sufficiently.

金型を利用する場合、まず、本実施形態の壁面固定部材の基本形状については、押出成形で、取付時壁接触側面が平面状となるように成形して製造する。次いで平面状の取付時壁接触側面に前記凹凸層78の凹凸形状に対応した所定形状を有する金型を載置して加圧する。これにより、取付時壁接触側面72に凹凸層78が形成される。加圧終了後、金型を取り外し、養生硬化することにより本実施形態の壁面固定部材を製造することができる。なお、金型は平面状のみではなく、ローラー状のものを使用して、連続的に成形することもできる。また、金型を利用することが適切ではない場合、工具を利用した後加工により取付時壁接触側面72に凹凸層78を形成する。   When the mold is used, first, the basic shape of the wall surface fixing member of the present embodiment is manufactured by extrusion so that the wall contact side surface at the time of attachment is flat. Next, a mold having a predetermined shape corresponding to the concavo-convex shape of the concavo-convex layer 78 is placed and pressed on the side wall contact side surface during installation. Thereby, the uneven | corrugated layer 78 is formed in the wall contact side surface 72 at the time of attachment. After the pressurization is finished, the wall surface fixing member of the present embodiment can be manufactured by removing the mold and curing and curing. In addition, a metal mold | die can also be shape | molded continuously using not only planar shape but a roller-shaped thing. If it is not appropriate to use a mold, the uneven layer 78 is formed on the wall contact side surface 72 at the time of attachment by post-processing using a tool.

また、図11に示すように、胴縁11の側壁80には、胴縁11の長手方向に沿って止流溝81を形成することもできる。止流溝81を形成すれば、表装材の接続部等から漏水が表面側に流出することを防ぐうえで、さらに有効である。   Further, as shown in FIG. 11, a stop groove 81 can be formed on the side wall 80 of the trunk edge 11 along the longitudinal direction of the trunk edge 11. If the stop flow groove 81 is formed, it is more effective in preventing leakage of water from the connection portion of the cover material to the surface side.

水硬性セメント組成物は、例えば、水との化学反応で硬化する水硬性セメントを少なくとも含む材料である。水硬性セメントとしては、水との化学反応で硬化するものであれば特に限定されず、例えば、各種ポルトランドセメント、高炉セメント、フライアッシュセメント、アルミナセメント、シリカセメント、マグネシアセメント、硫酸塩セメント等の全てが使用可能である。   The hydraulic cement composition is, for example, a material containing at least hydraulic cement that hardens by a chemical reaction with water. The hydraulic cement is not particularly limited as long as it is hardened by a chemical reaction with water. For example, various portland cement, blast furnace cement, fly ash cement, alumina cement, silica cement, magnesia cement, sulfate cement, etc. All are usable.

表装材31は、内壁面2に固定される壁面固定部材であり、例えば、窯業系サイディング等の窯業系パネル、木質系パネル、軽量気泡コンクリートパネル等である。表装材31は、胴縁11の長手方向に垂直に配置され、内壁2まで届く長尺のアンカーボルト51で胴縁11及び内壁2に固定される。本実施形態の複数の細長い溝状の凹穴部75は、表装材31に設け、直接に表装材31を内壁面2に設置してもよい。つまり、本実施形態の細長い複数の溝状の凹穴部75は、内壁面2に設置可能な表装材31又は、内壁面2に表装材31を固定するために用いられる中間構造体(胴縁11)に用いることができる。   The surface covering material 31 is a wall surface fixing member fixed to the inner wall surface 2, and is, for example, a ceramic panel such as a ceramic siding, a wood panel, a lightweight cellular concrete panel, or the like. The cover material 31 is arranged perpendicular to the longitudinal direction of the trunk edge 11 and is fixed to the trunk edge 11 and the inner wall 2 with a long anchor bolt 51 that reaches the inner wall 2. The plurality of elongated groove-like concave hole portions 75 of the present embodiment may be provided in the surface covering material 31 and the surface covering material 31 may be directly installed on the inner wall surface 2. In other words, the plurality of elongated groove-like recessed hole portions 75 of the present embodiment are the outer covering material 31 that can be installed on the inner wall surface 2, or the intermediate structure (the trunk edge) that is used to fix the outer covering material 31 to the inner wall surface 2. 11).

発明者の実験によれば、胴縁11の水硬性セメント組成物に繊維状の材料を含ませた場合に、上記したようなアンカーボルトの保持性の向上効果及びセメント成形体の靱性向上効果が得られた。このため、本実施形態のセメント系の材料のマトリクスでは、例えば、水硬性セメントに繊維状の材料を含んでいる。この繊維補強水硬性セメント組成物を成形して胴縁11とする。尚、この組成物には、後述するシリカ質原料、パルプ及び水溶性セルロースを含み、更に、減水剤等の混和剤、鉱物繊維及び軽量骨材等を含んでもよい。   According to the inventor's experiment, when a fibrous material is included in the hydraulic cement composition of the trunk edge 11, the above-described anchor bolt retention improvement effect and cement molded body toughness improvement effect are obtained. Obtained. For this reason, in the cement-based material matrix of the present embodiment, for example, hydraulic cement includes a fibrous material. This fiber-reinforced hydraulic cement composition is molded to form the trunk edge 11. The composition contains a siliceous raw material, pulp and water-soluble cellulose, which will be described later, and may further contain an admixture such as a water reducing agent, mineral fibers, and a lightweight aggregate.

上記のような水硬性セメント組成物に配合される繊維としては、好ましくはPE繊維、PP繊維又はPVA繊維であり、特に有効な強度発現の観点からPVA繊維が好ましい。これは、セメント系材料に含まれる繊維材料をPE繊維、PP繊維又はPVA繊維の何れかを含むようにすることで、それらの高い可撓性又は靱性等により、より高いエネルギー吸収能と高い可撓性又は靱性、大きい耐加重を得ることができたためと考えられる。又、水硬性組成物に配合される繊維としては、上記したPE繊維、PP繊維又はPVA繊維の他にも、アラミド繊維、アクリル樹脂、炭素繊維、ポリアミド繊維、ポリエステル系繊維等が挙げられる。   As a fiber mix | blended with the above hydraulic cement compositions, Preferably it is PE fiber, PP fiber, or PVA fiber, and a PVA fiber is preferable from a viewpoint of especially effective intensity | strength expression. This is because the fiber material contained in the cementitious material contains either PE fiber, PP fiber or PVA fiber, so that its high flexibility or toughness, etc., enables higher energy absorption capacity and higher possibility. It is considered that flexibility or toughness and a large load resistance could be obtained. Moreover, as a fiber mix | blended with a hydraulic composition, an aramid fiber, an acrylic resin, a carbon fiber, a polyamide fiber, a polyester fiber etc. other than above-mentioned PE fiber, PP fiber, or PVA fiber are mentioned.

PP繊維を胴縁11のセメント系の材料に含まれる高分子樹脂の繊維材料として使用する場合は、繊維長が3〜15mm、好ましくは6〜12mm、繊維径が5〜40μm、好ましくは10〜30μm、アスペクト比が150〜1000、好ましくは200〜700であることが望ましい。尚、繊維の「アスペクト比」とは、繊維長を繊維断面の面積と同面積を有する相当円の直径で除した値である。   When PP fiber is used as the fiber material of the polymer resin contained in the cement-based material of the trunk edge 11, the fiber length is 3 to 15 mm, preferably 6 to 12 mm, and the fiber diameter is 5 to 40 μm, preferably 10 to 10 mm. It is desirable that the thickness is 30 μm and the aspect ratio is 150 to 1000, preferably 200 to 700. The “aspect ratio” of the fiber is a value obtained by dividing the fiber length by the diameter of an equivalent circle having the same area as the area of the fiber cross section.

PE繊維を胴縁11のセメント系の材料に含まれる高分子樹脂の繊維材料として使用する場合も、繊維長が3〜15mm、好ましくは6〜12mm、繊維径が5〜40μm、好ましくは10〜30μm、アスペクト比が150〜1000、好ましくは200〜700であることが望ましい。   When PE fibers are used as the fiber material of the polymer resin contained in the cement-based material of the trunk edge 11, the fiber length is 3 to 15 mm, preferably 6 to 12 mm, and the fiber diameter is 5 to 40 μm, preferably 10 to 10 mm. It is desirable that the thickness is 30 μm and the aspect ratio is 150 to 1000, preferably 200 to 700.

PVA繊維を胴縁11のセメント系の材料に含まれる高分子樹脂の繊維材料として使用する場合は、繊維長が3〜100mm、好ましくは3〜50mm、より好ましくは3〜15mm、繊維径が5〜200μm、好ましくは10〜100μm、アスペクト比が1100〜1000、好ましくは150〜400であることが望ましい。   When the PVA fiber is used as a fiber material of a polymer resin contained in the cement-based material of the trunk edge 11, the fiber length is 3 to 100 mm, preferably 3 to 50 mm, more preferably 3 to 15 mm, and the fiber diameter is 5 It is desirable that the particle diameter is ˜200 μm, preferably 10 to 100 μm, and the aspect ratio is 1100 to 1000, preferably 150 to 400.

上記繊維は、硬化後の成形体における体積混入率が1〜10%、好ましくは2〜7%となるように配合される。それにより、本発明の用いるセメント系押出成形体として好ましい多重亀裂性能を呈するからである。なお、多重亀裂性能を発揮することより、曲率を有する壁面に対して、その曲面に沿わせて現場で曲げ加工しながら固定することが容易となる。繊維の体積混入率がより小さいと亀裂が入ったときにそこに集中する応力を支えることができず、多重亀裂性を発揮できない。また体積混入率がより大きいと繊維同士の接触部分が増加してセメントとの一体化を妨害するため充分な補強効果が得られなくなり、やはり多重亀裂性が発揮できない。なお、本発明において、「多重亀裂」とは次のことを意味する。曲げ応力が印加されてセメント硬化体に最初の亀裂が入った段階で、その亀裂部に応力が集中して、通常のセメント硬化体ではそのまま破断に至る。すなわち応力−歪曲線が直線となる弾性変形の段階で破断に至る。そのためエネルギー吸収能が低く、脆性破壊を呈する。これに対して最初の亀裂が入ったのちも、直ちに材料全体の破断に至らず、最初の亀裂に続いて複数の亀裂が発生する現象が存在する。これを多重亀裂という。多重亀裂が発生すると、応力が分散されるため、最初の亀裂発生後も増加する荷重に耐えて大きな歪に至るまで破壊せず、高いエネルギー吸収能と高い靭性を示す。   The said fiber is mix | blended so that the volume mixing rate in the molded object after hardening may be 1-10%, Preferably it is 2-7%. This is because it exhibits a multiple cracking performance preferable as a cement-based extruded product used in the present invention. In addition, by exhibiting multiple crack performance, it becomes easy to fix to the wall surface which has a curvature, bending along the curved surface on-site. If the fiber volume mixing ratio is smaller, the stress concentrated on the crack can not be supported and the multiple cracking property cannot be exhibited. On the other hand, if the volume mixing ratio is larger, the contact portion between the fibers increases and hinders the integration with the cement, so that a sufficient reinforcing effect cannot be obtained, and the multiple crack property cannot be exhibited. In the present invention, the “multiple crack” means the following. When bending stress is applied and the initial crack is formed in the hardened cement body, the stress concentrates on the cracked portion, and the normal hardened cement body breaks as it is. That is, fracture occurs at the stage of elastic deformation where the stress-strain curve becomes a straight line. Therefore, energy absorption ability is low and exhibits brittle fracture. On the other hand, even after the first crack is entered, there is a phenomenon in which the entire material does not immediately break, and a plurality of cracks are generated following the first crack. This is called multiple cracks. When multiple cracks are generated, the stress is dispersed, so even after the first cracks are generated, they can withstand increasing loads and do not break up to large strains, exhibiting high energy absorption and high toughness.

繊維の「体積混入率」とは、以下の方法によって測定された値を用いている。セメント硬化体を成形する際の型からの抜き方向に対して直角方向に裁断し、その裁断面を走査電子顕微鏡を用いて、加速電圧25kVで反射電子像を観察した。セメント硬化体中の繊維混入率Vfは、顕微鏡の視野にある観察面の繊維の断面積の合計を、電子顕微鏡の視野の面積で除した値として求めた。繊維混入率Vfは、試験片の断裁面中の異なる3つの視野について測定した値の平均値を採用した。尚、セメント硬化体を成形する際の型からの抜き方向というのは、後述する押出成形が可能な実施形態では、押出方向となる。   A value measured by the following method is used as the “volume mixing ratio” of the fiber. The cured cemented body was cut in a direction perpendicular to the direction in which it was removed from the mold, and the cut surface was observed with a scanning electron microscope at an acceleration voltage of 25 kV. The fiber mixing ratio Vf in the hardened cement body was obtained as a value obtained by dividing the total cross-sectional area of the fibers on the observation surface in the field of view of the microscope by the area of the field of view of the electron microscope. As the fiber mixing rate Vf, an average value of values measured for three different visual fields in the cut surface of the test piece was adopted. In addition, the drawing direction from the mold when forming the cement hardened body is the extrusion direction in an embodiment capable of extrusion molding described later.

繊維長がより短い、繊維径がより大きい、又はアスペクト比がより小さい場合は、曲げ応力が付加された状態において、最初に亀裂が生じたときに、繊維が架橋しても応力を負担することができず、すぐに引き抜けてしまい、多重亀裂を発生する前に破壊してしまう。一方、繊維長がより長い、繊維径がより小さい、又はアスペクト比がより大きい場合は、曲げ応力が付加された状態において、繊維の引き抜けよりも先に、繊維自体が破断してしまうために多重亀裂が発生しない。   If the fiber length is shorter, the fiber diameter is larger, or the aspect ratio is smaller, the stress will be borne even if the fiber crosslinks when the crack is first generated in a state where bending stress is applied. Cannot be pulled out and quickly pulled out and destroyed before multiple cracks occur. On the other hand, when the fiber length is longer, the fiber diameter is smaller, or the aspect ratio is larger, the fiber itself breaks before the fiber is pulled out in a state where bending stress is applied. Multiple cracks do not occur.

以上のように発明者の実験によれば、胴縁11のセメント系の材料に含まれる繊維状の材料として、高分子樹脂を繊維状にした材料を用いた場合に、得られたセメント系押出成形体は、上記したような高いアンカーボルトの保持効果を発生させることができた。特に、発明者の実験によれば、胴縁11のセメント系の材料に含まれる繊維状の材料として、ポリエチレン系樹脂(PE)、ポリプロピレン系樹脂(PP)、又は、ポリビニルアルコール系樹脂(PVA)の何れかを含む高分子樹脂材料を用いた場合に、上記したような高いアンカーボルトの保持効果を発生させることができた。   As described above, according to the inventor's experiment, the obtained cementitious extrusion was obtained when a fibrous material made of a polymer resin was used as the fibrous material contained in the cementitious material of the trunk edge 11. The molded body was able to generate a high anchor bolt retention effect as described above. In particular, according to the inventor's experiment, as the fibrous material contained in the cementitious material of the trunk edge 11, a polyethylene resin (PE), a polypropylene resin (PP), or a polyvinyl alcohol resin (PVA). When a polymer resin material containing any of the above was used, the above-described high anchor bolt retention effect could be generated.

又、発明者の実験によれば、胴縁11のセメント系の材料に含まれる高分子樹脂の繊維材料として、繊維長が3mm乃至100mmで、繊維径が5μm乃至200μmで、アスペクト比が100乃至1000であり、硬化後の成形体における体積混入率が1%乃至10%である場合に、上記したような高いアンカーボルトの保持効果や多重亀裂性能を発生させることができた。これは、セメント系材料に含まれる繊維材料を上記範囲にすることで、繊維が応力に耐えきれないで抜けてしまうこと、繊維自体が破断すること、応力を支えることができないこと、セメントとの一体化を妨害して補強効果が得られなくなること等の問題を避けることができ、上記範囲外では、それらの少なくとも何れかの問題が発生したためと考えられる。   Further, according to the experiments by the inventors, the fiber length of the polymer resin contained in the cementitious material of the trunk edge 11 is 3 to 100 mm, the fiber diameter is 5 to 200 μm, and the aspect ratio is 100 to 100 mm. When the volume mixing ratio in the molded product after curing was 1% to 10%, the above-described high anchor bolt retention effect and multiple cracking performance could be generated. This is because when the fiber material contained in the cement-based material is in the above range, the fiber cannot withstand the stress and comes off, the fiber itself breaks, the stress cannot be supported, It is possible to avoid problems such as obstructing the integration and preventing the reinforcement effect from being obtained, and it is considered that at least one of those problems occurred outside the above range.

水硬性セメント組成物には、通常水硬性セメント以外にシリカ質原料、パルプ、水溶性セルロース等が含まれる。シリカ質原料としては、珪石粉、高炉スラグ、珪砂、フライアッシュ、珪藻土、シリカヒューム、非晶質シリカ等を使用することができる。好ましくは、建築用役物の強度向上及び寸法安定性に寄与する点から、珪石粉、珪砂である。これらのシリカ質原料として、好ましくは比表面積(JIS R 5201に記載の方法による)が3000〜15000cm/gのものを使用する。シリカ質原料は、水硬性セメント100重量部に対して40〜100重量部、好ましくは50〜80重量部の割合で配合される。 The hydraulic cement composition usually contains a siliceous raw material, pulp, water-soluble cellulose and the like in addition to the hydraulic cement. As the siliceous raw material, silica powder, blast furnace slag, silica sand, fly ash, diatomaceous earth, silica fume, amorphous silica and the like can be used. Silica stone powder and silica sand are preferred because they contribute to improving the strength and dimensional stability of the building accessory . As these siliceous raw materials, those having a specific surface area (according to the method described in JIS R 5201) of 3,000 to 15000 cm 2 / g are preferably used. The siliceous raw material is blended in an amount of 40 to 100 parts by weight, preferably 50 to 80 parts by weight with respect to 100 parts by weight of the hydraulic cement.

パルプは、綿パルプ又は木材パルプ等の天然パルプが好ましい。天然パルプであれば特に限定されず、バージンパルプのみならず古紙からの再生パルプでも使用可能である。また木材パルプの場合、木材の組織からリグニンを化学的に取り除いた化学パルプ、木材を機械的に処理した機械パルプの何れも使用できる。パルプは繊維長が0.05〜10mmの物が好ましい。パルプは水硬性セメント100重量部に対して1.0〜80重量部、好ましくは2.0〜30重量部の割合で配合される。1.0重量部より少ないと補強効果を発揮できず、また80重量部より多いと分散不良となる。   The pulp is preferably natural pulp such as cotton pulp or wood pulp. If it is a natural pulp, it will not specifically limit, The reproduction | regeneration pulp from used paper can be used as well as a virgin pulp. In the case of wood pulp, either chemical pulp obtained by chemically removing lignin from wood tissue or mechanical pulp obtained by mechanically treating wood can be used. The pulp preferably has a fiber length of 0.05 to 10 mm. The pulp is blended at a ratio of 1.0 to 80 parts by weight, preferably 2.0 to 30 parts by weight, with respect to 100 parts by weight of the hydraulic cement. When the amount is less than 1.0 part by weight, the reinforcing effect cannot be exhibited, and when the amount is more than 80 parts by weight, poor dispersion occurs.

水溶性セルロースとしては、メチルセルロース、エチルセルロース等のアルキルセルロース、ヒドロキシメチルセルロース、ヒドロキシエチルセルロース等のヒドロキシアルキルセルロース、ヒドロキシアルキルアルキルセルロース、カルボキシルメチルセルロース等を例示することができる。水溶性セルロースは、後述する水硬性組成物の各成分を混合・混練し、成形する際に混練物に粘性を付与し、成形性を向上させるものである。水溶性セルロースは、水硬性セメント100重量部に対して0.1〜10重量部、好ましくは2〜7重量部の割合で配合される。0.1重量部より少ないと可塑性がなく成形できない。一方10重量部より多い場合にはこれ以上の硬化の向上は期待できず、コストの上昇を招くだけである。   Examples of the water-soluble cellulose include alkyl celluloses such as methyl cellulose and ethyl cellulose, hydroxyalkyl celluloses such as hydroxymethyl cellulose and hydroxyethyl cellulose, hydroxyalkylalkyl cellulose, and carboxymethyl cellulose. Water-soluble cellulose mixes and kneads each component of a hydraulic composition to be described later, and imparts viscosity to the kneaded product when molding to improve moldability. The water-soluble cellulose is blended at a ratio of 0.1 to 10 parts by weight, preferably 2 to 7 parts by weight, with respect to 100 parts by weight of the hydraulic cement. If it is less than 0.1 part by weight, it is not plastic and cannot be molded. On the other hand, when the amount is more than 10 parts by weight, no further improvement in curing can be expected, which only increases the cost.

上記成分に加えて、必要に応じて鉱物繊維、軽量骨材等を加えてもよい。鉱物繊維としては、セピオライト、ワラストナイト、タルク、アタパルジャナイト、ロックウール等を例示することができる。鉱物繊維は水硬性セメント100重量部に対して0〜40重量部、好ましくは3〜25重量部の割合で配合される。鉱物繊維が40重量部より多いと強度が低下するので好ましくない。   In addition to the above components, mineral fibers, lightweight aggregates and the like may be added as necessary. Examples of mineral fibers include sepiolite, wollastonite, talc, attapuljanite, rock wool and the like. Mineral fiber is blended in an amount of 0 to 40 parts by weight, preferably 3 to 25 parts by weight, per 100 parts by weight of hydraulic cement. If the amount of mineral fibers is more than 40 parts by weight, the strength decreases, which is not preferable.

軽量骨材としては、火山れき等の天然軽量骨材、焼成フライアッシュバルーン等の人口軽量骨材、真珠岩パーライト、黒曜石パーライト、バーミキュライト等の超軽量骨材、膨張スラグ等の副産物軽量骨材を使用できる。好ましくは、真珠岩パーライト、黒曜石パーライト、バーミキュライトである。   Lightweight aggregates include natural lightweight aggregates such as volcanic rubble, artificial lightweight aggregates such as calcined fly ash balloons, ultralight aggregates such as pearlite perlite, obsidian perlite, vermiculite, and by-product lightweight aggregates such as expanded slag. Can be used. Pearlite pearlite, obsidian pearlite, and vermiculite are preferable.

上記以外の添加剤としては、必要に応じて、マイカ、アルミナ、炭酸カルシウム等のシリカ以外の無機質材料、減水剤、界面活性剤、増粘剤、養生促進剤等を配合することもできる。   As additives other than the above, inorganic materials other than silica such as mica, alumina, calcium carbonate, water reducing agents, surfactants, thickeners, curing accelerators, and the like can be blended as necessary.

本実施形態の胴縁11の材料は、水硬性セメント組成物を構成する上記成分の混合物に水を加え、硬化することによって得られる。水硬性セメント組成物に加える水の配合量は、一般に水硬性セメント100重量部に対して40〜90重量部が好適である。   The material of the trunk edge 11 of this embodiment is obtained by adding water to the mixture of the above components constituting the hydraulic cement composition and curing. In general, the amount of water added to the hydraulic cement composition is preferably 40 to 90 parts by weight with respect to 100 parts by weight of the hydraulic cement.

尚、本実施形態の胴縁11の材料は、その施工においては、胴縁11の材料の重量も作業性に大きく影響する。胴縁11の材料の強度及び作業性を考慮すれば、比重0.9〜2.0程度、好ましくは1.0〜1.5程度のものが好ましく、更に好ましくは、1.1〜1.4のものである。   In addition, the material of the trunk | drum 11 of this embodiment also has big influence on workability | operativity by the weight of the material of the trunk | drum 11 in the construction. Considering the strength and workability of the material of the body edge 11, a material having a specific gravity of about 0.9 to 2.0, preferably about 1.0 to 1.5, more preferably 1.1 to 1. 4 things.

以上の実験結果から、本実施形態の胴縁11は、長さ寸法が1820mm、幅寸法が50mm、厚み寸法が30mmの長尺部材とした。繊維補強した水硬性組成物は、ポルトランドセメント100重量部、珪石粉60重量部、パーライト50重量部、パルプ5重量部、PVA繊維8.0重量部(アスペクト比:150,繊維長6mm)、水溶性セルロース6.0重量部に上記した好適な範囲(水硬性セメント100重量部に対して40〜90重量部)における所望量の水を投入したものである。これら材料を押出成形することにより得られた成形体は、比重1.2程度であり、多重亀裂を生じて破壊する性質を有するものであり、アンカーボルトの保持力の高い押出成形体であった。なお、幅寸法は、通常25〜80mm程度であり、厚み寸法は15〜50mm程度である。   From the above experimental results, the trunk edge 11 of this embodiment is a long member having a length dimension of 1820 mm, a width dimension of 50 mm, and a thickness dimension of 30 mm. Fiber-reinforced hydraulic composition is 100 parts by weight of Portland cement, 60 parts by weight of quartzite powder, 50 parts by weight of pearlite, 5 parts by weight of pulp, 8.0 parts by weight of PVA fiber (aspect ratio: 150, fiber length 6 mm), water-soluble A desired amount of water in the above-described preferred range (40 to 90 parts by weight with respect to 100 parts by weight of hydraulic cement) is added to 6.0 parts by weight of cellulose. The molded body obtained by extrusion molding these materials has a specific gravity of about 1.2, has the property of causing multiple cracks and breaks, and is an extruded molded body with high anchor bolt retention. . In addition, a width dimension is about 25-80 mm normally, and a thickness dimension is about 15-50 mm.

また、本実施形態によれば、不燃性であるセメント系の材料で成形することにより不燃性を確保しつつ金属製のような断熱性、加工性及び施工性の低下を抑制でき、その胴縁をアンカーボルトを用いてトンネル内壁に支持しようとする場合に、ひび又は割れが発生しにくいセメント系成形体の胴縁を提供できる。   In addition, according to the present embodiment, it is possible to suppress deterioration of heat insulation, workability and workability like metal while ensuring nonflammability by molding with a cementitious material which is nonflammable. When the anchor bolt is used to support the inner wall of the tunnel, it is possible to provide a trunk edge of the cement-based molded body that is less likely to crack or crack.

また、本実施形態では、通常のセメント系組成物用の押出成形機により異形状に押出成形することができるので、幅方向の両端間を貫通する複数の溝状の凹穴部75を有する胴縁11を迅速で容易に製造することができる。押出成形機の場合、例えば、1軸又は2軸式のスクリュー式押出成形機から金型を通すことで押出成形することができる。その際に、押出成形体に含まれる気泡を極力少なくするために、真空式の押出成型機を用いることがより好ましい。   Further, in the present embodiment, it is possible to extrude into a different shape by an ordinary extruder for cementitious composition, and therefore, a cylinder having a plurality of groove-like recessed hole portions 75 penetrating between both ends in the width direction. The edge 11 can be manufactured quickly and easily. In the case of an extruder, for example, extrusion can be performed by passing a mold from a single-screw or twin-screw extruder. At that time, it is more preferable to use a vacuum type extrusion molding machine in order to minimize the bubbles contained in the extrusion molding.

また、本実施形態では、壁面固定部材である胴縁11を曲面を有する壁面に、例えば横胴縁として使用する場合に、凹凸部の凸部である溝間部分74が壁面に対して面接触するものの、凹部である凹穴部75が胴縁11の両側壁80−80を繋ぐ空間を形成して漏水が通過できるので、胴縁11の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができる。   Moreover, in this embodiment, when using the trunk edge 11 which is a wall surface fixing member on a curved wall surface, for example, as a horizontal trunk edge, the inter-groove portion 74 which is a convex portion of the uneven portion is in surface contact with the wall surface. However, since the concave hole portion 75 which is a concave portion forms a space connecting the both side walls 80-80 of the trunk edge 11 and water leakage can pass therethrough, the water leakage from the wall surface is transmitted through the surface of the side surface of the trunk edge 11 and the surface material. It is possible to prevent outflow from the connecting portion between the surfaces to the surface of the cover material.

<第2実施形態>
上記した第1実施形態では、胴縁11における凹凸層78の取付時壁接触側面72に、胴縁11の幅寸法L2の一端から他端まで貫通する複数の細長い溝状の凹穴部75を設けた場合について説明したが、第2実施形態では、図5に示したように取付時壁接触側面72に、胴縁11の幅寸法L2の一端から他端まで貫通する複数の被取付壁面(内壁面2)と対向する取付時壁接触側面72に設けられた複数の細長い波状部84、85を設けた場合について説明する。なお、以下の説明において、第1実施形態と同じ構成については図中に同じ符号を付与することで重複する説明を省略する。また、金型の利用、胴縁11の側壁80に形成される止流溝についても第1実施形態と同様であるので重複する説明を省略する。
Second Embodiment
In the first embodiment described above, a plurality of elongated groove-like recessed hole portions 75 penetrating from one end to the other end of the width dimension L2 of the trunk edge 11 are provided on the wall contact side surface 72 of the trunk edge 11 when the uneven layer 78 is attached. Although the case where it provided was demonstrated, in 2nd Embodiment, as shown in FIG. 5, the to-be-attached wall contact side surface 72 is equipped with several to-be-attached wall surfaces (piercing from the one end of the width dimension L2 of the trunk edge 11 to the other end ( A case will be described in which a plurality of elongate wavy portions 84 and 85 provided on the mounting wall contact side surface 72 facing the inner wall surface 2) are provided. In the following description, the same components as those in the first embodiment are denoted by the same reference numerals in the drawings, and redundant description is omitted. Further, the use of the mold and the flow stop groove formed on the side wall 80 of the trunk edge 11 are the same as those in the first embodiment, and thus redundant description is omitted.

図5に示した本発明の第2の実施形態の胴縁11では、押出成形時において、曲面固定時の引張応力面である取付時壁接触側面72に、複数の波状部84、85に対応する波状凹凸を有するプレスローラーを用いて、規則性を有するように設けることで、第1実施形態と同様に曲面固定時の引張応力に対する一種のバッファ部が形成されることになり、引張応力よるひびや割れを大幅に緩和することができる。なお、多重亀裂性能を発揮することより、曲率を有する壁面に対して、その曲面に沿わせて現場で曲げ加工しながら固定することが容易となる。   In the trunk edge 11 of the second embodiment of the present invention shown in FIG. 5, during extrusion molding, the mounting wall contact side surface 72, which is a tensile stress surface when the curved surface is fixed, corresponds to a plurality of wavy portions 84 and 85. By using a press roller having wavy irregularities to provide regularity, a kind of buffer portion is formed for the tensile stress when the curved surface is fixed, as in the first embodiment. Cracks and cracks can be greatly reduced. In addition, by exhibiting multiple crack performance, it becomes easy to fix to the wall surface which has a curvature, bending along the curved surface on-site.

また、本実施形態では、壁面固定部材である胴縁11を曲面を有する壁面に、例えば横胴縁として使用する場合に、凹凸部の凸部である波状部84の頂点部分が壁面に対して線接触するものの、凹部である波状部85が胴縁11の両側壁80−80を繋ぐ空間を形成して漏水が通過できるので、胴縁11の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができる。   Moreover, in this embodiment, when the trunk edge 11 which is a wall surface fixing member is used for a curved wall surface, for example, as a horizontal trunk edge, the apex portion of the corrugated portion 84 which is a convex portion of the uneven portion is Although it is in line contact, the corrugated portion 85, which is a recess, forms a space connecting the both side walls 80-80 of the trunk edge 11 so that water leakage can pass therethrough, so that water leakage from the wall surface is transmitted through the surface of the side surface of the trunk edge 11. It can prevent flowing out to the surface of the cover material from the connecting part between the materials.

<第3実施形態>
上記した第1実施形態及び第2実施形態では、複数の細長い溝状の凹穴部75又は複数の波状部84、85を取付時壁接触側面72に規則性を有するように形成する場合について説明したが、第3実施形態では、図6に示したように取付時壁接触側面72に、胴縁11の幅寸法L2の一端から他端まで貫通する凹凸部をランダムに形成する場合について説明する。なお、以下の説明において、第1実施形態、第2実施形態と同じ構成については図中に同じ符号を付与することで重複する説明を省略する。また、金型の利用、胴縁11の側壁80に形成される止流溝についても第1実施形態と同様であるので重複する説明を省略する。
<Third Embodiment>
In the first embodiment and the second embodiment described above, a case where a plurality of elongated groove-like concave hole portions 75 or a plurality of wavy portions 84 and 85 are formed on the wall contact side surface 72 at the time of attachment is described. However, in the third embodiment, as shown in FIG. 6, a case will be described in which uneven portions that penetrate from the one end to the other end of the width dimension L2 of the trunk edge 11 are randomly formed on the wall contact side surface 72 at the time of attachment. . In the following description, the same components as those in the first embodiment and the second embodiment are denoted by the same reference numerals in the drawings, and redundant description is omitted. Further, the use of the mold and the flow stop groove formed on the side wall 80 of the trunk edge 11 are the same as those in the first embodiment, and thus redundant description is omitted.

図6に示した本発明の第3の実施形態の胴縁11では、曲面固定時の引張応力面である取付時壁接触側面72に規則性を有していないようにランダムに複数のランダム波状部94、95を設けることで、第1実施形態、第2実施形態と同様に曲面固定時の引張応力に対する一種のバッファ部が形成されることになり、引張応力よるひびや割れを大幅に緩和することができる。   In the trunk edge 11 of the third embodiment of the present invention shown in FIG. 6, a plurality of random wave shapes are randomly selected so that the wall contact side surface 72 at the time of attachment, which is a tensile stress surface at the time of curved surface fixation, does not have regularity. By providing the portions 94 and 95, a kind of buffer portion is formed for the tensile stress when the curved surface is fixed, as in the first and second embodiments, and cracks and cracks due to the tensile stress are greatly reduced. can do.

また、本実施形態では、壁面固定部材である胴縁11を曲面を有する壁面に、例えば横胴縁として使用する場合に、凹凸部の凸部であるランダム波状部94の頂点部分が壁面に対して線接触するものの、凹部であるランダム波状部95が胴縁11の両側壁80−80を繋ぐ空間を形成して漏水が通過できるので、胴縁11の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができる。   Moreover, in this embodiment, when the trunk edge 11 which is a wall surface fixing member is used as a curved wall surface, for example, as a horizontal trunk edge, the apex portion of the random wavy portion 94 which is a convex portion of the uneven portion is However, since the random wave-like portion 95, which is a concave portion, forms a space connecting the both side walls 80-80 of the trunk edge 11 and allows water leakage to pass therethrough, water leaks from the wall surface along the side surface of the trunk edge 11. Can be prevented from flowing out to the surface of the cover material from the connection part between the cover materials.

<第4実施形態>
上記した第1〜第3実施形態では、胴縁11の幅寸法L2の一端から他端まで貫通する凹凸部を規則性を有するかランダムに形成する場合について説明したが、第4実施形態では、図7に示したように取付時壁接触側面72に、複数の単発の突起部を整列又はランダムに形成する場合について説明する。なお、以下の説明において、第1実施〜第3実施形態と同じ構成については図中に同じ符号を付与することで重複する説明を省略する。また、金型の利用、胴縁11の側壁80に形成される止流溝についても第1実施形態と同様であるので重複する説明を省略する。
<Fourth embodiment>
In the first to third embodiments described above, the description has been given of the case where the uneven portion penetrating from one end to the other end of the width dimension L2 of the trunk edge 11 has regularity or is randomly formed. In the fourth embodiment, A case will be described in which a plurality of single protrusions are aligned or randomly formed on the wall contact side surface 72 at the time of attachment as shown in FIG. In addition, in the following description, about the same structure as 1st Embodiment-3rd Embodiment, the overlapping description is abbreviate | omitted by providing the same code | symbol in a figure. Further, the use of the mold and the flow stop groove formed on the side wall 80 of the trunk edge 11 are the same as those in the first embodiment, and thus redundant description is omitted.

図7に示した本発明の第4の実施形態の胴縁11では、曲面固定時の引張応力面である取付時壁接触側面72に規則性を有するかランダムに複数の単発の突出部104を平面105から突出させて設けることで、第1〜第3実施形態と同様に曲面固定時の引張応力に対する一種のバッファ部が形成されることになり、引張応力よるひびや割れを大幅に緩和することができる。   In the trunk edge 11 of the fourth embodiment of the present invention shown in FIG. 7, the wall contact side surface 72 at the time of attachment, which is a tensile stress surface at the time of curved surface fixation, has regularity or a plurality of single protrusions 104 at random. By projecting from the flat surface 105, a kind of buffer portion against the tensile stress at the time of curved surface fixation is formed as in the first to third embodiments, and cracks and cracks due to the tensile stress are greatly relieved. be able to.

また、本実施形態では、壁面固定部材である胴縁11を曲面を有する壁面に、例えば横胴縁として使用する場合に、凹凸部の凸部である突出部104の頂点部分が壁面に対して点接触するものの、凹部である平面105が胴縁11の両側壁80−80を繋ぐ空間を形成して漏水が通過できるので、胴縁11の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができる。   Moreover, in this embodiment, when using the trunk edge 11 which is a wall surface fixing member on a curved wall surface, for example, as a horizontal trunk edge, the apex portion of the projecting portion 104 which is a convex portion of the concavo-convex portion is on the wall surface. Although the point contact is made, the flat surface 105 which is a concave portion forms a space connecting the both side walls 80-80 of the trunk edge 11 so that water leakage can pass therethrough, so that water leakage from the wall surface is transmitted through the surface of the side surface of the trunk edge 11. It is possible to prevent outflow from the connecting portion between the surfaces to the surface of the cover material.

<第5実施形態>
上記した第1〜第4実施形態では、胴縁11の取付時壁接触側面72に対して突出する凹凸部を規則性を有するかランダムに形成する場合について説明したが、第5実施形態では、図8に示したように取付時壁接触側面72に対して窪んだ複数の単発の凹穴部を整列又はランダムに形成する場合について説明する。なお、以下の説明において、第1実施〜第4実施形態と同じ構成については図中に同じ符号を付与することで重複する説明を省略する。また、金型の利用、胴縁11の側壁80に形成される止流溝についても第1実施形態と同様であるので重複する説明を省略する。
<Fifth Embodiment>
In the first to fourth embodiments described above, the description has been given of the case where the uneven portion protruding with respect to the wall contact side surface 72 at the time of attachment of the trunk edge 11 has regularity or is formed randomly, but in the fifth embodiment, As shown in FIG. 8, a case where a plurality of single concave holes recessed with respect to the wall contact side surface 72 at the time of attachment are aligned or randomly formed will be described. In addition, in the following description, about the same structure as 1st Embodiment-4th Embodiment, the overlapping description is abbreviate | omitted by providing the same code | symbol in a figure. Further, the use of the mold and the flow stop groove formed on the side wall 80 of the trunk edge 11 are the same as those in the first embodiment, and thus redundant description is omitted.

図8に示した本発明の第5の実施形態の胴縁11では、曲面固定時の引張応力面である取付時壁接触側面72に規則性を有するかランダムに複数の単発の凹穴部114を平面115から窪ませて設けることで、第1〜第4実施形態と同様に曲面固定時の引張応力に対する一種のバッファ部が形成されることになり、引張応力よるひびや割れを大幅に緩和することができる。   In the trunk edge 11 of the fifth embodiment of the present invention shown in FIG. 8, the mounting wall contact side surface 72 which is a tensile stress surface at the time of curved surface fixation has regularity or a plurality of single concave holes 114 at random. Is recessed from the flat surface 115 to form a kind of buffer portion against the tensile stress when the curved surface is fixed, as in the first to fourth embodiments, and greatly reduces cracks and cracks due to the tensile stress. can do.

<第6実施形態>
図9に示した本発明の第6実施形態の胴縁11では、取付時壁接触側面に規則性を有する多数の四角錐の凹凸部(凹部125と凸部124)を形成している。言い換えれば、図9は凹凸部の凹部125と凸部124の形状が正四角錐の場合である。本実施形態の凹凸部の形状としては、四角錐以外に、四角錐台、四角錐以外の角錐やその角錐台、あるいは円錐や円錐台であってもよく、これらの2種以上の形状が組み合わされたものでもよいが、好適には四角錐または四角錐台であり、さらに好適には正四角錐または正四角錐台である。
<Sixth Embodiment>
In the trunk edge 11 of the sixth embodiment of the present invention shown in FIG. 9, a large number of square pyramid irregularities (concave portions 125 and convex portions 124) having regularity are formed on the side wall contact surface at the time of attachment. In other words, FIG. 9 shows a case where the concave and convex portions 125 and the convex portions 124 of the concave and convex portions are regular quadrangular pyramids. In addition to the quadrangular pyramid, the shape of the concavo-convex portion of the present embodiment may be a quadrangular pyramid, a pyramid other than a quadrangular pyramid, its pyramid, or a cone or a truncated cone, and these two or more shapes are combined. However, a quadrangular pyramid or a quadrangular pyramid is preferable, and a regular quadrangular pyramid or a regular quadrangular pyramid is more preferable.

本実施形態の壁面固定部材は、縦胴縁として使用することができるだけではなく横胴縁として使用することができ、壁面が漏水を伴う場合であっても、壁面固定部材を介して漏水が表装材同士の接続部等から表装材の表面に流出するという問題を生ずることはない。また、壁面が水平方向に曲率を有している場合であっても、施工現場で壁面の曲率に追随させて取付ることができる。なお、第6実施形態では凹凸部が規則性を有する態様であるが、不規則であってもよい。また、他の実施形態と同様に、側壁80に止流溝を形成することもできる。   The wall surface fixing member of the present embodiment can be used not only as a vertical trunk edge but also as a horizontal trunk edge, and even when the wall surface is leaked, the water leakage is displayed through the wall surface fixing member. There is no problem of flowing out from the connecting portion between the materials to the surface of the cover material. Moreover, even if the wall surface has a curvature in the horizontal direction, it can be attached following the curvature of the wall surface at the construction site. In addition, in 6th Embodiment, although an uneven | corrugated | grooved part is an aspect which has regularity, it may be irregular. Further, as in the other embodiments, a stop groove can be formed in the side wall 80.

本実施形態の壁面固定部材も、他の実施の形態と同様に押出成形により製造することができる。押出成形においては取付時壁接触側面が平面状となるように成形し、次いで前記凹凸形状に対応した所定の形状を有する金型を平面状の取付時壁接触側面に載置して加圧する。加圧終了後、金型を取り外し、養生硬化することにより本実施形態の壁面固定部材を製造することができる。なお、金型は平面状のみではなく、ローラー状のものを使用して、連続的に成形することもできる。   The wall surface fixing member of this embodiment can also be manufactured by extrusion molding as in the other embodiments. In extrusion molding, the wall contact side surface at the time of attachment is formed in a flat shape, and then a mold having a predetermined shape corresponding to the uneven shape is placed on the side surface of the wall surface at the time of attachment and pressed. After the pressurization is finished, the wall surface fixing member of the present embodiment can be manufactured by removing the mold and curing and curing. In addition, a metal mold | die can also be shape | molded continuously using not only planar shape but a roller-shaped thing.

また、本実施形態では、壁面固定部材である胴縁11を曲面を有する壁面に、例えば横胴縁として使用する場合に、凹凸部の凸部である凸部124の頂点部分が壁面に対して点接触するものの、凹部である凹部125が胴縁11の両側壁80−80を繋ぐ空間を形成して漏水が通過できるので、胴縁11の側面の表面を伝わって壁面からの漏水が表装材同士の接続部等から表装材の表面に流出することを防ぐことができる。   Moreover, in this embodiment, when using the trunk edge 11 which is a wall surface fixing member for a curved wall surface, for example, as a horizontal trunk edge, the apex portion of the convex part 124 which is a convex part of the uneven part is Although the point contact is made, the concave portion 125 which is a concave portion forms a space connecting the both side walls 80-80 of the trunk edge 11 so that water leakage can pass therethrough, so that the water leakage from the wall surface is transmitted through the surface of the side surface of the trunk edge 11 It is possible to prevent outflow from the connecting portion between the surfaces to the surface of the cover material.

上記各実施形態では、トンネルの内壁に壁面固定部材として胴縁をアンカーボルトで固定し、さらにその胴縁の上に表装材をアンカーボルトで固定する場合について説明してきたが、本発明の壁面固定部材はこれに限らず、例えば、アーチカルバート内壁、アーチ橋のアーチ部壁面、円筒形/楕円筒形等のスタジアム内外壁、円筒形の排気口内外壁、略円筒形の煙突内外壁、円筒形タンクの内外壁等の二次元曲面を有する壁面に表装材を固定する場合にも用いることができる。さらに、球形タンク、卵形/繭形ビル等のように三次元曲面を有する壁面表装材を固定する場合についても本発明を用いることができる。 In each of the above embodiments, the case has been described in which the trunk edge is fixed to the inner wall of the tunnel as a wall surface fixing member with an anchor bolt, and the outer cover material is fixed to the trunk edge with the anchor bolt. member is not limited thereto, for example, a over Ji Calvert inner wall, the arch portion wall of the arch bridge, stadium outer wall, exhaust mouth cylindrical outer wall of such a cylindrical / elliptical cylindrical chimney in the outer wall of the substantially cylindrical, cylindrical It can also be used when fixing a cover material to a wall surface having a two-dimensional curved surface such as an inner and outer wall of a tank. Furthermore, the present invention can also be used in the case of fixing a wall surface covering material having a three-dimensional curved surface, such as a spherical tank or an egg-shaped / saddle-shaped building.

1 トンネル、
2 トンネルの内壁面、
11 胴縁(壁面固定部材)、
31 表装材(壁面固定部材)、
51 アンカーボルト、
52 (アンカーボルトの)ボルトヘッド、
72 取付時壁接触側面、
73 取付時開放側面、
74 溝間部分、
75 (溝状の)凹穴部、
76 ボルトヘッド収容溝、
77 高さ調整部、
78 凹凸層、
79 取付用貫通孔、
80 側壁、
81 止流溝、
84、85 (複数の細長い)波状部、
94、95 ランダム波状部、
104 (単発の)突出部、
105、115 平面、
114 (単発の)凹穴部、
124 凸部、
125 凹部、
L1 (胴縁の)厚み寸法、
L2 (胴縁の)幅寸法、
L3 (胴縁のソリッド部の)厚み寸法、
L4 (胴縁の凹凸部の)幅寸法、
L5 (ボルトヘッド収容溝の)幅寸法、
L6 (高さ調整部の)幅寸法、
L7 (高さ調整部の)深さ寸法。
1 tunnel,
2 The inner wall of the tunnel,
11 trunk edge (wall surface fixing member),
31 Surface covering material (wall surface fixing member),
51 anchor bolt,
52 bolt head (of anchor bolt),
72 Side wall contact surface during installation,
73 Open side when installed,
74 Inter-groove part,
75 (grooved) recessed hole,
76 bolt head receiving groove,
77 Height adjustment part,
78 Concavity and convexity layer,
79 Mounting through hole,
80 side walls,
81 Stop groove,
84, 85 (several elongated) corrugations,
94, 95 Random wavy part,
104 (single) protrusion,
105, 115 plane,
114 (single shot) recessed hole,
124 convex part,
125 recesses,
L1 (torso) thickness dimension,
L2 width dimension (torso edge),
L3 thickness dimension (in the solid part of the trunk edge),
L4 width dimension (of the rugged portion of the torso)
L5 width dimension of bolt head receiving groove,
L6 width dimension (height adjustment part),
L7 Depth dimension (of height adjustment section).

Claims (7)

建造物又は構造物の曲率を有する壁面に表装材を浮かし張り法で取付るために、壁面と表装材との間に設置される窯業系材料で不燃性の壁面固定部材であって、
建造物又は構造物の被取付壁面と対向する取付時壁接触側面に、壁面固定部材の少なくとも長手方向に直交する凹部が形成されるように凹凸部を形成し、 前記取付時壁接触側面の反対側である取付時開放側面において、取付用貫通孔を用いて前記壁面固定部材を被取付壁面に固定した場合の固定金具の周囲に、当該固定金具における前記取付用貫通孔からはみ出した固定爪又は固定頭部分を埋設可能な固定部分埋設部が、前記壁面固定部材の長手方向の全長に渡る溝状に形成された
ことを特徴とする壁面固定部材。
In order to mount the cover material on the wall surface having the curvature of the building or the structure by the lifting method, the wall material fixing member is a non-combustible ceramic material installed between the wall surface and the cover material,
An uneven portion is formed on the side wall contact surface at the time of mounting opposite to the mounted wall surface of the building or structure so that a concave portion orthogonal to at least the longitudinal direction of the wall surface fixing member is formed. A fixing claw that protrudes from the mounting through hole in the fixing bracket around the fixing bracket when the wall fixing member is fixed to the mounted wall surface using the mounting through hole on the open side surface that is the side A wall surface fixing member, wherein a fixed portion burying portion capable of embedding a fixed head portion is formed in a groove shape over the entire length in the longitudinal direction of the wall surface fixing member.
前記凹凸部は、前記取付時壁接触側面から突出する複数の突出部で構成される
ことを特徴とする請求項1に記載の壁面固定部材。
The wall surface fixing member according to claim 1, wherein the uneven portion includes a plurality of protruding portions protruding from the wall contact side surface during the attachment.
前記凹凸部は、前記取付時壁接触側面から窪んだ複数の凹部で構成される
ことを特徴とする請求項1に記載の壁面固定部材。
The wall surface fixing member according to claim 1, wherein the concavo-convex portion includes a plurality of concave portions that are recessed from the wall contact side surface during the attachment.
前記凹凸部は、前記被取付壁面と対向する面に形成されて長手方向に直交させた複数の波状部で構成される
ことを特徴とする請求項1に記載の壁面固定部材。
The wall surface fixing member according to claim 1, wherein the concavo-convex portion is formed of a plurality of corrugated portions formed on a surface facing the wall surface to be attached and orthogonal to the longitudinal direction.
請求項1乃至の壁面固定部材の製造方法であり、繊維状の材料を含ませた水硬性セメント組成物を押出成形し、前記押出成形することにより得られる窯業系材料から形成する
ことを特徴とする壁面固定部材の製造方法。
It is a manufacturing method of the wall surface fixing member of Claims 1 thru | or 4 , It forms from the ceramic material obtained by extruding the hydraulic cement composition containing the fibrous material, and the said extrusion molding. A method for manufacturing a wall surface fixing member.
前記繊維状の材料は、繊維長が3mm乃至100mmで、繊維径が5μm乃至200μmで、アスペクト比が100乃至1000であるポリエチレン繊維(PE)、ポリプロピレン繊維(PP)、又は、ポリビニルアルコール繊維(PVA)であり、前記壁面固定部材における体積混入率が1%乃至10%である
ことを特徴とする請求項に記載の壁面固定部材の製造方法。
The fibrous material may be a polyethylene fiber (PE), a polypropylene fiber (PP), or a polyvinyl alcohol fiber (PVA) having a fiber length of 3 mm to 100 mm, a fiber diameter of 5 μm to 200 μm, and an aspect ratio of 100 to 1000. The volume mixing rate in the wall surface fixing member is 1% to 10%. The method for manufacturing the wall surface fixing member according to claim 5 .
請求項1乃至の壁面固定部材を、建造物又は構造物の曲率を有する壁面に取付ける取付方法であって、
前記壁面固定部材における凹凸部が形成された取付時壁接触側面を、前記曲率を有する壁面側に向け、前記曲率に対応させて撓ませた状態で固定する
ことを特徴とする取付方法。
The wall fixing member according to claim 1 to 4, a mounting method for mounting on a wall surface having a curvature of the building or structure,
An attachment method comprising fixing a wall contact side surface at the time of attachment, on which the uneven portion of the wall surface fixing member is formed, toward the wall surface side having the curvature and being bent in accordance with the curvature.
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