JP4012911B2 - Wall panel material and building wall construction method - Google Patents

Wall panel material and building wall construction method Download PDF

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JP4012911B2
JP4012911B2 JP2005123633A JP2005123633A JP4012911B2 JP 4012911 B2 JP4012911 B2 JP 4012911B2 JP 2005123633 A JP2005123633 A JP 2005123633A JP 2005123633 A JP2005123633 A JP 2005123633A JP 4012911 B2 JP4012911 B2 JP 4012911B2
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wall
panel material
wall panel
steel
steel plates
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英二郎 木林
健 中島
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株式会社 ウィズシステム
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Description

本発明は、建築物の壁を構築するための、強度を向上させた壁パネル材と、その壁パネル材を用いた建築物の壁構築工法に関する。   The present invention relates to a wall panel material with improved strength for constructing a wall of a building, and a building wall construction method using the wall panel material.

従来、木製の壁パネル材を用いて枠組み壁構造を構築するツーバイフォー工法による建築物、或いは、例えば下記特許文献に示されるように、鋼板を断面略波形に折曲して壁板を形成し、これを断面コ字状の型鋼の上枠及び下枠に嵌着し、壁板の内外側突出部を横材や上下枠の内外側板と溶接して構造用の壁体を構成し、この壁体で壁を形成する鉄骨構造物の壁構築工法が知られている。   Conventionally, a two-by-four method of building a frame wall structure using a wooden wall panel material, or, for example, as shown in the following patent document, a steel plate is bent into a substantially corrugated cross section to form a wall plate, This is fitted to the upper and lower frames of the U-shaped section steel, and the inner and outer protrusions of the wall plate are welded to the cross member and the inner and outer plates of the upper and lower frames to form a structural wall. A wall construction method for a steel structure that forms a wall with the body is known.

特許第3494433号公報Japanese Patent No. 3494433

しかしながら、ツーバイフォー工法による枠組み壁構造には、壁パネル材が木製であるために容易に製作できるが、耐火性が劣り、防火地域での使用には耐火被覆処理が必要とされ、余分な費用がかかる等の問題点がある。従って、特別な理由が無い限りは、防火地域でない地域における使用に限られる。また、近年は3階以上の住宅が増えており、壁パネルにも強度の大きいものを用いることが要求されているが、従来の木製パネルでは強度不足になりがちである。   However, the frame wall structure by the two-by-four method can be easily manufactured because the wall panel material is made of wood, but it is inferior in fire resistance and requires a fireproof coating treatment for use in fireproof areas, which adds extra cost. There are problems such as this. Therefore, unless there is a special reason, it is limited to use in an area that is not a fire prevention area. In recent years, the number of houses on the third floor or more is increasing, and it is required to use a wall panel having a high strength. However, a conventional wooden panel tends to be insufficient in strength.

また、鋼板の壁体の上下枠を横材等と溶接して壁構造を構築する工法は、溶接で一体化するために壁体自体の重量が重く、手間がかかり、費用が嵩む等の問題点がある。   In addition, the method of building a wall structure by welding the upper and lower frames of a steel plate wall to a cross member, etc., is a problem that the wall itself is heavy, laborious, and expensive because it is integrated by welding. There is a point.

本発明の目的は、上述した種々の問題点を解決するものとして、重量を軽減、軽量化して取り扱いと運搬を容易にすると共に、強度を高め耐力を増大した壁パネル材と、この壁パネル材を適所に用いて強化した建築物の壁構築工法を提供することにある。   An object of the present invention is to solve the above-mentioned various problems, and to reduce the weight and reduce the weight for easy handling and transportation, and to increase the strength and the proof stress, and the wall panel material The purpose is to provide a wall construction method for buildings that has been strengthened by using the appropriate place.

本発明の壁パネル材は、断面ほぼ波形の2枚の鋼板を互いに向い合わせて固着(固定)して形成される。
本発明の壁パネル材の第1形態は、前記2枚の鋼板の周辺を前記波形の外側に嵌合する溝形鋼で形成される枠の溝部に嵌め合わせてなることを特徴とする
第2形態は、前記2枚の鋼板の側辺を前記波形の内側に嵌合する溝形鋼で形成される枠の外側に合せて取付けてなることを特徴とする
The wall panel material of the present invention is formed by fixing (fixing) two steel plates having a substantially corrugated cross section facing each other.
The first form of the wall panel material of the present invention is characterized in that the periphery of the two steel plates is fitted into a groove portion of a frame formed of grooved steel that fits outside the corrugated shape .
The second embodiment is characterized by comprising attaching together the sides of the two steel plates outside the frame formed by the channel steel to be fitted to the inside of the wave.

本発明の壁構築工法は、基礎上に敷設された床を取り囲んで該基礎上に壁部材を直立して設けて建築物の壁を形成する壁構築工法において、前記壁部材の少なくとも一部に、断面ほぼ波形の2枚の鋼板を互いに向い合わせて固着して形成された壁パネル材を用いて、壁を構築するものであるThe wall construction method of the present invention is a wall construction method for forming a wall of a building by surrounding a floor laid on a foundation and forming a wall of the building upright on the foundation. , with reference to the sectional almost wall panel material formed by fixing together we face together two steel plates of the waveform, is to build the wall.

本発明の壁構築工法において、前記壁パネル材は、前記2枚の鋼板の周辺を前記波形の外側に嵌合する溝形鋼で形成される枠の溝部に嵌め合わせたもの、或いは前記2枚の鋼板の側辺を前記波形の内側に嵌合する溝形鋼で形成される枠の外側に合せて取付けてなるものとする
本発明のいずれの形態でも、鋼板はデッキプレートを用いることが好ましい。
In the wall construction method of the present invention, the wall panel material is obtained by fitting the periphery of the two steel plates to a groove portion of a frame formed of a grooved steel that fits outside the corrugated shape, or the two sheets. The side of the steel plate is attached to the outside of the frame formed of grooved steel that fits inside the corrugation .
In either aspect of the present invention, the steel sheet is preferably used deck plate.

本発明に用いられる断面ほぼ波形の鋼板は、例えばデッキプレートとして知られている強度の大きい建築部材であり、定型化されて安価に製造される部材である。本発明によれば、このような2枚の鋼板を互いに向い合わせて(ビス止めのような固着手段で)固着することにより、各鋼板が補強し合って強度が飛躍的に増大した(2倍を超える)壁パネル材が提供される。 The steel plate having a substantially corrugated cross section used in the present invention is a high strength building member known as, for example, a deck plate, and is a member that is standardized and manufactured at low cost. According to the present invention, these two steel plates face each other and are fixed (by fixing means such as screws), so that each steel plate is reinforced and the strength is dramatically increased (doubled). Wall panel material is provided.

本発明によれば、前記2枚の鋼板の周辺に、枠を形成する溝形鋼を係合させることにより、枠で更に強化された壁パネル材が得られる。本発明の第1形態では、前記鋼板の周辺を前記波形の外側に嵌合する枠の溝部に嵌め合わせる。また、第2形態では、前記鋼板の側辺を前記波形の内側に嵌合する枠の外側に合せて取付ける。いずれによっても、枠を形成する溝形鋼が前記2枚の鋼板の重なりと係合して強化された壁パネル材が得られる。 According to this invention , the wall panel material further strengthened with the frame is obtained by engaging the grooved steel forming the frame around the two steel plates. In the first embodiment of the present invention, the periphery of the steel plate is fitted into the groove portion of the frame that fits outside the corrugation . Moreover, in the 2nd form, it attaches according to the outer side of the frame which fits the side of the said steel plate inside the said waveform . In any case, the wall panel material in which the grooved steel forming the frame engages with the overlap of the two steel plates is strengthened.

本発明の壁構築工法では、2枚の鋼板を互いに向い合わせて固着することで形成された壁パネル材が、建築物の壁構造の少なくとも一部を構成する。こうして強化された壁パネル材を適所に用いることにより、近年要求されている住宅等の壁構造の強度を高めると共に壁構築作業の手間を減らし、施行期間を短縮する等して、建築コストを大幅に低減し、施工性を大いに向上することができる。   In the wall construction method of the present invention, the wall panel material formed by fixing two steel plates facing each other constitutes at least a part of the wall structure of the building. By using the wall panel material strengthened in this way in the right place, the strength of the wall structure such as a house that has been demanded in recent years is increased, the labor of the wall construction work is reduced, and the construction period is shortened. The workability can be greatly improved.

以下、本発明の壁パネル材の実施例について説明する。図1は実施例の壁パネル材を示す分解斜視図、図2は図1の壁パネル材の側面図、図3は図2のIII−III線に沿った断面図である。   Hereinafter, the Example of the wall panel material of this invention is described. 1 is an exploded perspective view showing a wall panel material of the embodiment, FIG. 2 is a side view of the wall panel material of FIG. 1, and FIG. 3 is a sectional view taken along line III-III of FIG.

図1〜図3に示すように、実施例の壁パネル材1は、断面がほぼ波形に形成された2枚の鋼板2、3と、長方形状に枠組みされた枠部材5とから成り、鋼板2、3が向い合せの状態に、互いに凸部11及び凹部12が対向するように配置され、背中合わせの状態で当接する部分においてタッピングビスのような固着部材4によって固着され、パネル形状に形成されている。なお、2枚の鋼板を固着する手段として、タッピングビスに代えて、ボルトとナット、或いはスポット溶接など、適宜の結合部材又は固定化手段を用いることも可能である。   As shown in FIGS. 1-3, the wall panel material 1 of an Example consists of the two steel plates 2 and 3 by which the cross section was formed in the substantially waveform, and the frame member 5 framed in the rectangular shape, and is a steel plate. 2 and 3 are arranged so that the convex portion 11 and the concave portion 12 face each other, and are fixed by a fixing member 4 such as a tapping screw at a portion where they contact each other in a back-to-back state, and formed into a panel shape. ing. As a means for fixing the two steel plates, an appropriate coupling member or fixing means such as a bolt and nut or spot welding can be used instead of the tapping screw.

各鋼板2、3は、断面形状がほぼ角状の波形の薄鋼板で、コンクリート床の受け部材として使用される「デッキプレート」と呼ばれるものを使用することが好ましいが、図示のように断面が凸凹形状の波形に形成することで強度を増した鋼板であればよい。   Each of the steel plates 2 and 3 is a corrugated thin steel plate having a substantially square cross-sectional shape, and it is preferable to use a so-called “deck plate” used as a receiving member for a concrete floor. Any steel plate may be used as long as the strength is increased by forming the corrugated waveform.

このように一体的に固着された2枚の鋼板2、3は、四角形状を含む長方形状に枠組みされた枠5を形成する左右両側の溝形鋼から成る側部枠部材6、7の溝部16、17と、上下両端の溝形鋼から成る上部及び下部枠部材8、9の溝部18、19とに、鋼板2、3のそれぞれ周辺部分が嵌め合わされてパネル形状に形成される。
このようにして、壁パネル材1が構成される。また、枠5の左右側部枠部材6、7は、溝形鋼のほか、角パイプのような断面四角形の中空の角形鋼を用いることが可能である。
このように壁パネル材1において、パネル形状に一体的に形成された2枚の鋼板2、3は、両側の側辺部分が、溝形鋼で形成された長手方向の側部枠部材6、7の溝部16、17に嵌め合わされ、上下両端の端辺部分が、溝形鋼で形成された横方向の上部枠部材8の溝部18と下部枠部材9の溝部19とにそれぞれ嵌め合わされる。
また、壁パネル材1において、一体的に固着された2枚の鋼板2、3の側辺部分と端辺部分と四隅部分等は、例えばタッピングビスのような固着部材4によって、溝形鋼から成る長手方向の側部枠部材6、7と、横方向の溝形鋼から成る上部及び下部枠部材8、9とにそれぞれ固着されるのが好適である。
なお、固着手段としての固着部材4は、タッピングビスの他に、ボルト及びナットや、スポット溶接のような溶接手段を用いて固着することもできる。
また、鋼板2、3の周辺部分に嵌め合わせられる側部枠部材6、7と上部及び下部枠部材8、9には、断面ほぼコの字形の軽量溝形鋼又は断面ほぼ角状C字形のリップ付軽量溝形鋼を好適に使用することができる。
更に、鋼板2、3の断面形状は、図示のように角張った略波形のほか、凸部がほぼ円弧状の波形に形成すること等もできる。
更に、2枚の鋼板2、3の両側の側辺部分を側部枠部材6、7の溝部16、17内に嵌め合わせるようにしているが、側辺部分を側部枠部材6、7の外側のフランジ部分に、側部枠部材6、7を抱え込むように、外側から嵌め合わせるようにすることも可能である。
このように構成された壁パネル材1は、断面ほぼ波形に形成された2枚の鋼板2、3を、凹凸部が互いに向い合うように対向した状態に配置して、これをタッピングビス又はボルト、ナットのような固着部材4あるいは溶接によって固着し、更に周辺部分を、枠組みした枠を形成する溝形鋼から成る側部枠部材6、7と上部及び下部枠部材8、9の溝部16、17、18、19にそれぞれ嵌め合わせてパネル形状に構成しているので、壁パネル材1は、2枚の鋼板2、3と、その外周を取囲む枠5とによって一体化されて、十分な強度を有するように強化された軽量な構造に、容易かつ簡単に製作することができ、製造コストを低減できると共に、施行時における取付け作業の手間を大幅に簡略化でき、施工性を向上することができる等の効果を奏する。
The two steel plates 2 and 3 that are integrally fixed in this way are the groove portions of the side frame members 6 and 7 made of grooved steel on both the left and right sides that form a frame 5 that is framed in a rectangular shape including a square shape. The peripheral portions of the steel plates 2 and 3 are fitted into the groove portions 18 and 19 of the upper and lower frame members 8 and 9 made of channel steel at both the upper and lower ends, respectively, and formed into a panel shape.
In this way, the wall panel material 1 is configured. Further, the left and right side frame members 6 and 7 of the frame 5 can be made of hollow square steel having a square cross section such as a square pipe, in addition to grooved steel.
Thus, in the wall panel material 1, the two steel plates 2 and 3 integrally formed in the panel shape are the side frame members 6 in the longitudinal direction in which the side portions on both sides are formed of channel steel, 7 and the end portions of the upper and lower ends are respectively fitted to the groove portion 18 of the upper frame member 8 in the horizontal direction and the groove portion 19 of the lower frame member 9 formed of grooved steel.
Further, in the wall panel material 1, the side portions, the end portions, the four corner portions, and the like of the two steel plates 2 and 3 that are integrally fixed are made of channel steel by fixing members 4 such as tapping screws. The longitudinal side frame members 6 and 7 are preferably fixed to the upper and lower frame members 8 and 9 made of lateral channel steel.
In addition, the fixing member 4 as the fixing means can be fixed using a bolt, a nut, or a welding means such as spot welding in addition to the tapping screw.
Further, the side frame members 6 and 7 and the upper and lower frame members 8 and 9 that are fitted to the peripheral portions of the steel plates 2 and 3 are formed of lightweight groove-shaped steel having a substantially U-shaped cross section or a substantially square C-shaped cross section. A lightweight channel steel with a lip can be suitably used.
Furthermore, the cross-sectional shape of the steel plates 2 and 3 can be formed such that the convex portion has a substantially arcuate waveform, in addition to the substantially corrugated waveform as illustrated.
Further, the side portions on both sides of the two steel plates 2 and 3 are fitted into the groove portions 16 and 17 of the side frame members 6 and 7, but the side portions are fitted to the side frame members 6 and 7. It is also possible to fit from the outside so as to hold the side frame members 6 and 7 in the outer flange portion.
The wall panel material 1 thus configured has two steel plates 2 and 3 each having a substantially corrugated cross section arranged in a state facing each other so that the concavo-convex portions face each other, and this is tapped screws or bolts. , A fixing member 4 such as a nut, or fixing by welding, and the peripheral portions of the side frame members 6 and 7 and the groove portions 16 of the upper and lower frame members 8 and 9 made of grooved steel forming a framed frame, 17, 18, and 19 are fitted to each other to form a panel shape. Therefore, the wall panel material 1 is integrated by two steel plates 2 and 3 and a frame 5 that surrounds the outer periphery thereof. It can be easily and easily manufactured in a lightweight structure strengthened to have strength, can reduce the manufacturing cost, greatly simplifies the installation work at the time of enforcement, and improves the workability The effect of being able to Achieve the.

図4及び図5は、本発明の壁パネル材を用いて構築される建築物の一例を示す。図4は、上記壁パネル材を用いて構築された建築物の斜視図、図5は、図4の建築物の壁構造における平断面概略図である。   FIG.4 and FIG.5 shows an example of the building constructed | assembled using the wall panel material of this invention. 4 is a perspective view of a building constructed using the wall panel material, and FIG. 5 is a schematic cross-sectional view of the wall structure of the building shown in FIG.

図示のように、本発明による壁構築工法は、断面ほぼ波形の2枚の鋼板を互いに対向して配置して固着して各周辺部を、枠を形成する溝形鋼の溝部に嵌合して一体化した壁パネル材を用いて、壁構造の少なくとも一部を構成することから成るものである。   As shown in the figure, the wall construction method according to the present invention is such that two steel plates each having a substantially corrugated cross section are disposed and fixed to face each other, and each peripheral portion is fitted into a groove portion of a grooved steel forming a frame. The wall panel material integrated with each other is used to constitute at least a part of the wall structure.

このような壁構築工法によって構築される建築物100は、基礎101と、基礎101上に敷設された床102と、床102を取り囲んで基礎101の上に直立して周囲を取り囲むように設置された1階の壁構造104と、壁構造104の上に敷設された階上床105と、階上床105の上に直立して設置された階上用の壁構造106と、階上用の壁構造106の上に上棟されて設置された屋根107とから構築されている。   The building 100 constructed by such a wall construction method is installed so as to surround the foundation 101, the floor 102 laid on the foundation 101, and upright on the foundation 101 surrounding the floor 102. The first floor wall structure 104, the upper floor 105 laid on the wall structure 104, the upper wall structure 106 installed upright on the upper floor 105, and the upper wall structure It is constructed from a roof 107 installed on top of 106.

図示の建築物100は、2階建ての建築物として構築されたもので、その一例として図示されているものであるが、3階、4階の壁構造を同じように継ぎ足すように構成して2階建て、3階建ての建築物を構築することができるものであり、更に必要に応じては1階建てのみとすることもできるものである。   The illustrated building 100 is constructed as a two-story building and is shown as an example, but it is configured to add the third and fourth floor wall structures in the same way. It is possible to construct a two-story and three-story building, and if necessary, it can be a single-story building.

図示の建築物100において、壁構造104、106は、上述の実施例について先に説明した本発明における壁パネル材110と、通常の鋼製の壁パネル材112とを適宜に組み合わせることによって構成されている。   In the illustrated building 100, the wall structures 104 and 106 are configured by appropriately combining the wall panel material 110 according to the present invention described above with respect to the above-described embodiment and the normal steel wall panel material 112. ing.

図4及び図5に示すように、壁パネル材110は、鋼製の壁パネル材112と混在して1階の壁構造104と2階の壁構造106との内に分散配置されており、これによって、壁構造104、106の強度を高めるように用いられている。
特に、建築物100の壁構造104、106の、コーナー部分や中央部分、あるいは窓や玄関口のような開口部に隣接した部分、交差部分等、力のかかる場所や強度が低下されて弱くなった場所等に、本発明における壁パネル材110が使用されて強化されるのが好適である。
As shown in FIGS. 4 and 5, the wall panel material 110 is mixed with the steel wall panel material 112 and dispersedly arranged in the first floor wall structure 104 and the second floor wall structure 106. This is used to increase the strength of the wall structures 104, 106.
In particular, the corners and the center of the wall structure 104, 106 of the building 100, portions adjacent to openings such as windows and entrances, intersections, etc. are reduced in strength and weakened. It is preferable that the wall panel material 110 according to the present invention is used and strengthened in a place where it is located.

図示の建築物100は、基礎101の上に敷設された床102を取り囲んで設置された1階の壁構造104と、この1階用の壁構造104の上に敷設された階上床105の上に直立して設置された階上用の壁構造106と、この階上用の壁構造106の上に上棟されて設置された屋根107とから2階建ての建築物として構築されている。   The illustrated building 100 includes a first-floor wall structure 104 installed around a floor 102 laid on a foundation 101, and an upper-floor floor 105 laid on the first-floor wall structure 104. It is constructed as a two-story building from an upright wall structure 106 installed upright and a roof 107 installed on the upper wall structure 106.

この建築物100において、1階用の壁構造104と2階用の壁構造106とは実質的に同じものであり、1階の玄関口の有無と、窓の大きさと数量、強化用の壁パネル材110の配置位置及び数量等が相違するだけである。なお、1階用の壁構造104と2階用の壁構造106においては、壁パネル材110の数量、配置又は位置を変えることや、鋼製の壁パネル材112のほか異なる種類の材料で製作された別の壁パネル材を適宜用いることができる。   In this building 100, the first-floor wall structure 104 and the second-floor wall structure 106 are substantially the same, and the presence or absence of the first-floor entrance, the size and quantity of windows, and the walls for reinforcement Only the arrangement position and quantity of the panel material 110 are different. The wall structure 104 for the first floor and the wall structure 106 for the second floor are manufactured by changing the quantity, arrangement or position of the wall panel material 110, or by using different types of materials other than the steel wall panel material 112. Another wall panel material made can be used as appropriate.

図示のように、壁構造104、106は、複数個の壁パネル材110と鋼製の壁パネル材112とから成り、壁パネル材110が建築物100の隅部のコーナー部分や、窓及び玄関口のような開口部等に隣接して配置されている。これは、壁パネル材110が、鋼製の壁パネル材112よりも強度が大きく、座屈や曲げ、捩れ等に対して十部に強く、壁構造104、106の強度を一層高めることができるからであり、壁構造104、106の力のかかる部位に配置して当該部分を強化して強度を増大するものである。   As shown in the figure, the wall structures 104 and 106 are composed of a plurality of wall panel members 110 and a steel wall panel member 112, and the wall panel members 110 are arranged at the corners of the corners of the building 100, windows and entrances. It is disposed adjacent to an opening such as a mouth. This is because the wall panel material 110 is stronger than the steel wall panel material 112 and is sufficiently strong against buckling, bending, twisting, and the like, and the strength of the wall structures 104 and 106 can be further increased. Therefore, it is arranged at a portion where the force is applied to the wall structures 104 and 106, and the portion is reinforced to increase the strength.

建築物100の構築に際しては、まず、所定の敷地に決められた配置の基礎101が区画設置される。   When constructing the building 100, first, the foundation 101 having an arrangement determined on a predetermined site is sectioned.

次いで、この基礎101の上に、床材が敷設されて床102が形成される。続いて、この床102の上に、床102を取り囲んで、壁パネル材110と鋼製の壁パネル材112とが直立して連続して配置されて、1階用の壁構造104が形成される。こうして、1階用の壁構造104が形成されたならば、この壁構造104の上に2階用の床の床部材が敷設されて階上床105が形成される。
次いで、形成された階上床105の上に、1階の壁構造104と同じ様にして壁パネル材110と鋼製の壁パネル材112とを順に連続して直立して配置して、2階用の壁構造106が形成される。
周囲を取り囲んで所要のように区画形成された階上用の壁構造106が形成されたならば、この階上用の壁部材106の上に屋根用の屋根パネル材114が敷設されて屋根107が形成され、建築物100が構築されるようになる。なお、階下用の壁構造104と階上用の壁構造106には、適宜な位置に玄関口用と窓用の開口部116を適宜に設けることができる。
Next, a floor material is laid on the foundation 101 to form the floor 102. Subsequently, a wall structure 104 for the first floor is formed on the floor 102 by surrounding the floor 102 and arranging the wall panel material 110 and the steel wall panel material 112 continuously upright. The When the first floor wall structure 104 is thus formed, the floor member of the second floor is laid on the wall structure 104 to form the upper floor 105.
Next, on the formed upper floor 105, the wall panel material 110 and the steel wall panel material 112 are arranged in order in the same manner as the first-floor wall structure 104, and are sequentially arranged upright. A wall structure 106 is formed.
If the upper wall structure 106 is formed surrounding the periphery and partitioned as required, a roof panel material 114 for the roof is laid on the upper wall member 106 and the roof 107 is formed. Is formed, and the building 100 is constructed. The downstairs wall structure 104 and the upstairs wall structure 106 can be appropriately provided with entrances 116 and window openings 116 at appropriate positions.

このようにして、2階建ての建築物100が構築されるようになり、階下の壁構造104と、階上の壁構造106とを、壁パネル材110と、他の任意の壁パネル材としての鋼製の壁パネル材114とを組み合わせて配置して構成することができ、本発明における壁パネル材110を壁構造104、106内の適所に壁パネル材110を分散して配置することによって、壁パネル材110によって補強、強化された十分な強度を有する壁構造104、106を迅速に構成することができる。   In this way, the two-story building 100 is constructed, and the lower wall structure 104 and the upper wall structure 106 are used as the wall panel material 110 and any other wall panel material. The wall panel material 110 according to the present invention can be arranged in combination with each other, and the wall panel material 110 according to the present invention can be configured by distributing the wall panel material 110 at appropriate positions in the wall structures 104 and 106. The wall structures 104 and 106 having sufficient strength reinforced and strengthened by the wall panel material 110 can be quickly formed.

図6及び図7は、図1乃至図3の壁パネル材の改変例を示す分解斜視図及び中央横平断面図である。   6 and 7 are an exploded perspective view and a central horizontal cross-sectional view showing a modified example of the wall panel material of FIGS. 1 to 3.

この改変例において、壁パネル材の主要な構成は、上記実施例におけるものと実質的に同一であり、鋼板22、23の左右の側辺部分22a,23aが、枠25を形成する溝形鋼から成る側部枠部材26、27の外側に接触係合して、鋼板22、23の側辺部分22a、23aが外側から側部枠部材26、27を抱え込むように係合保持することが異なっているだけである。   In this modified example, the main configuration of the wall panel material is substantially the same as that in the above-described embodiment, and the left and right side portions 22a and 23a of the steel plates 22 and 23 are channel steels forming the frame 25. The side frame members 26 and 27 are made of contact and engaged with the outside, and the side portions 22a and 23a of the steel plates 22 and 23 are engaged and held so as to hold the side frame members 26 and 27 from the outside. It ’s just that.

図6及び図7に示す壁パネル材20は、断面がほぼ波形に形成された2枚の鋼板22、23と、四角形を含む長方形状に枠組みされた枠25とから成り、鋼板22、23が向い合わせの状態に、互いに凸部31及び凹部32が対向するように配置されて、背中合わせの状態で当接する部分においてタップピングビスのような固着部材24によって固着されて、パネル形状に形成されている。   The wall panel material 20 shown in FIG.6 and FIG.7 consists of the two steel plates 22 and 23 by which the cross section was formed in the substantially waveform, and the frame 25 framed in the rectangular shape containing a quadrangle | tetragon, In a face-to-face state, the protrusions 31 and the recesses 32 are arranged so as to face each other, and are fixed by a fixing member 24 such as a tapping screw at a portion that abuts in a back-to-back state, and formed into a panel shape. Yes.

これら鋼板22、23は、鋼板を断面形状がほぼ角状の波形が間隔を置いて連続した形状に形成された形態をなしている。   These steel plates 22 and 23 have a form in which the steel plate is formed into a continuous shape with a substantially square waveform in cross section.

また、これら鋼板22、23は、断面がほぼ波形をなした鋼板22、23の凸部31及び凹部32がそれぞれ対向する状態に配置されて、図示の如く凹部32の底面側同士が当接する状態に置かれて、タッピングビスのような固着部材24を用いて固着して、貼り合わせ状態、すなわち2枚の鋼板22、23が背中合わせに接触された状態に固着されている。   Further, the steel plates 22 and 23 are arranged in a state in which the convex portions 31 and the concave portions 32 of the steel plates 22 and 23 having substantially corrugated cross sections are opposed to each other, and the bottom surfaces of the concave portions 32 are in contact with each other as illustrated. And fixed using a fixing member 24 such as a tapping screw, and fixed in a bonded state, that is, in a state where the two steel plates 22 and 23 are in contact with each other back to back.

勿論、タッピングビスを用いて固着する代わりに、ボルトとナット、あるいはスポット溶接のような溶接手段を用いて固着して、一体的に作ることも同様に可能である。   Of course, instead of fixing using a tapping screw, it is also possible to use a bolt and a nut or a welding means such as spot welding to make them integrally.

このように一体的に固着された2枚の鋼板22、23は、まず、長方形状に枠組みされる枠25を形成する左右両側の溝形鋼から成る側部枠部材26、27の側辺部分26a、27aを外側から接触する状態に、すなわち枠部材25を外側から側辺部分26a、27aを抱え込むような状態に係合される。次いで、鋼板22、23の側辺部分26a、27aにおいてタッピングビス等の固着部材24によって鋼板22、23が側部枠部材26、27にビス止めして固着される。   The two steel plates 22 and 23 that are integrally fixed in this way are firstly side portions of side frame members 26 and 27 made of channel steel on the left and right sides forming a frame 25 that is framed in a rectangular shape. 26a and 27a are engaged from the outside, that is, the frame member 25 is engaged from the outside so as to hold the side portions 26a and 27a. Next, the steel plates 22 and 23 are screwed and fixed to the side frame members 26 and 27 by fixing members 24 such as tapping screws at the side portions 26 a and 27 a of the steel plates 22 and 23.

続いて、鋼板22、23の上端部分と下端部分とが、上部枠部材28の溝38と下部枠部材29の溝39内にそれぞれ嵌め込まれてタッピングビスのような固着部材24によって固着される。また、枠25の左右の側部枠部材26、27を形成する溝形鋼の代えて、角パイプのような断面四角形の中空の角柱鋼材を用いることもできる。
このように、この改変例においては、壁パネル材20は、断面ほぼ波形に形成された2枚の鋼板22、23を、凹凸部が互いに向い合うように対向した状態に配置して、これをタッピングビス又はボルト、ナットのような固着部材24あるいは溶接によって固着し、更に両側の側辺部分、この場合、鋼板22、23の凸部31を、枠組みした枠25を形成する溝形鋼から成る側部枠部材26、27を外側から抱え込むように係合させると共に、固着された2枚の鋼板22、23の上端部分と下端部分を、上部及び下部枠部材28、29の溝部38、39にそれぞれ嵌め合わせてパネル形状に構成している。
従って、壁パネル材20は、2枚の鋼板22、23と、その外周を取囲む枠25とによって一体化されて、十分な強度を有するように強化された軽量な構造に、容易かつ簡単に製作することができ、製造コストを低減することができるし、施行時における取付け作業の手間を大幅に簡略化でき、施工性を向上することができる等の効果を奏することができる。
Subsequently, the upper end portion and the lower end portion of the steel plates 22 and 23 are fitted into the groove 38 of the upper frame member 28 and the groove 39 of the lower frame member 29, respectively, and are fixed by the fixing member 24 such as a tapping screw. Further, instead of the grooved steel forming the left and right side frame members 26 and 27 of the frame 25, a hollow prismatic steel material having a square cross section such as a square pipe may be used.
Thus, in this modified example, the wall panel material 20 has the two steel plates 22 and 23 formed in a substantially corrugated cross section arranged in a state facing each other so that the concavo-convex portions face each other. The fixing member 24 such as a tapping screw or bolt or nut is fixed by welding, or the side portions on both sides, in this case, the convex portions 31 of the steel plates 22 and 23 are made of channel steel forming a frame 25 that forms a frame. The side frame members 26 and 27 are engaged so as to be held from the outside, and the upper and lower end portions of the two steel plates 22 and 23 fixed to the groove portions 38 and 39 of the upper and lower frame members 28 and 29 are engaged. They are fitted together to form a panel shape.
Therefore, the wall panel material 20 is easily and easily formed into a lightweight structure which is integrated by the two steel plates 22 and 23 and the frame 25 surrounding the outer periphery thereof and strengthened to have sufficient strength. It can be manufactured, manufacturing costs can be reduced, the labor of installation work at the time of enforcement can be greatly simplified, and workability can be improved.

以上、本発明の実施例について説明したが、本発明は上記実施例に限らず、種々の変更及び改変ができるものである。   Although the embodiments of the present invention have been described above, the present invention is not limited to the above embodiments, and various changes and modifications can be made.

実施例の壁パネル材を示す分解斜視図である。It is a disassembled perspective view which shows the wall panel material of an Example. 図1の壁パネル材の側面図である。It is a side view of the wall panel material of FIG. 図2のIII−III線に沿った断面図である。It is sectional drawing along the III-III line of FIG. 実施例の壁パネル材を用いて構築された建築物の一例を示す斜視図である。It is a perspective view which shows an example of the building constructed | assembled using the wall panel material of an Example. 図4の建築物の壁部における略断面図である。It is a schematic sectional drawing in the wall part of the building of FIG. 壁パネル材の改変例を示す分解斜視図である。It is a disassembled perspective view which shows the modification of a wall panel material. 図6の壁パネル材の中央横断面図である。It is a center cross-sectional view of the wall panel material of FIG.

符号の説明Explanation of symbols

1、20・・壁パネル材、2、3、22、23・・鋼板、4、24・・固着部材、5、25・・枠、6、7、26、27・・側部枠部材、26a、27a・・側辺部分、8、28・・上部枠部材、9、29・・下部枠部材、11、31・・凸部、12、32・・凹部、16、17、18、19、38、39・・溝部、100・・建築物、101・・基礎、102・・床、104、106・・壁構造、105・・階上床、107・・屋根、110・・壁パネル材、112・・鋼製の壁パネル材、114・・屋根部材、116・・開口部。
1, 20 ... Wall panel material 2, 3, 22, 23 ... Steel plate 4, 24 ... Fixing member 5, 25 ... Frame 6, 7, 26, 27 ... Side frame member 26a , 27a .. side part, 8, 28 .. upper frame member, 9, 29 .. lower frame member, 11, 31 .. convex portion, 12, 32 .. concave portion, 16, 17, 18, 19, 38 , 39 ·· Groove, 100 · · Building, 101 · · Foundation, 102 · · Floor, 104, 106 · · Wall structure, · · · Upper floor, 107 · · Roof, 110 · · Wall panel material, 112 · · -Steel wall panel material, 114-Roof member, 116-Opening.

Claims (6)

断面ほぼ波形の2枚の鋼板を互いに向い合わせて固着して形成される壁パネル材であって、前記2枚の鋼板の周辺を、前記波形の外側に嵌合する溝形鋼で形成される枠の溝部に嵌め合わせてなることを特徴とする壁パネル材。 Section a substantially wall panels that will be formed by fixing together faces together two steel plates waveform, formed the periphery of the two steel plates, at channel steel to be fitted on the outside of the waveform A wall panel material characterized by being fitted into a groove portion of a frame . 断面ほぼ波形の2枚の鋼板を互いに向い合わせて固着して形成される壁パネル材であって、前記2枚の鋼板の側辺を、前記波形の内側に嵌合する溝形鋼で形成される枠の外側に合せて取付けてなることを特徴とする壁パネル材。 A wall panel material formed by fixing two steel plates having substantially corrugated cross-sections to face each other, and formed of channel steel that fits the sides of the two steel plates inside the corrugated shape. Wall panel material characterized by being attached to the outside of the frame . 前記鋼板はデッキプレートであることを特徴とする請求項1又は2記載の壁パネル材。 3. The wall panel material according to claim 1, wherein the steel plate is a deck plate . 基礎上に敷設された床を取り囲んで該基礎上に壁部材を直立して設けて建築物の壁を形成する壁構築工法において、
前記壁部材の少なくとも一部に、断面ほぼ波形の2枚の鋼板を互いに向い合わせて固着して形成された壁パネル材であって、前記2枚の鋼板の周辺を前記波形の外側に嵌合する溝形鋼で形成される枠の溝部に嵌め合わせてなる壁パネル材を用いて、壁を構築することを特徴とする建築物の壁構築工法。
In a wall construction method that surrounds a floor laid on a foundation and forms a wall of a building by providing a wall member upright on the foundation,
At least a portion of the wall member, a wall panel material formed by fixing together faces together two steel plates of cross section substantially waveform, fitting the periphery of the two steel plates outside the waveform A wall construction method for a building, characterized in that a wall is constructed using a wall panel material fitted into a groove portion of a frame formed of grooved steel .
基礎上に敷設された床を取り囲んで該基礎上に壁部材を直立して設けて建築物の壁を形成する壁構築工法において、
前記壁部材の少なくとも一部に、断面ほぼ波形の2枚の鋼板を互いに向い合わせて固着して形成された壁パネル材であって、前記2枚の鋼板の側辺を前記波形の内側に嵌合する溝形鋼で形成される枠の外側に合せて取付けてなる壁パネル材を用いて、壁を構築することを特徴とする建築物の壁構築工法
In a wall construction method that surrounds a floor laid on a foundation and forms a wall of a building by providing a wall member upright on the foundation,
A wall panel material formed by fixing two steel plates having a substantially corrugated cross section to face each other and fixed to at least a part of the wall member, and the side edges of the two steel plates are fitted inside the corrugated shape. A wall construction method for a building, characterized in that a wall is constructed using a wall panel material that is attached to the outside of a frame formed of matching channel steel .
前記鋼板はデッキプレートであることを特徴とする請求項4又は5記載の建築物の壁構築工法。 6. The building wall construction method according to claim 4 , wherein the steel plate is a deck plate.
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CN102296725A (en) * 2011-06-01 2011-12-28 西安建筑科技大学 Honeycombed section steel plate shear wall
CN109083325A (en) * 2018-08-22 2018-12-25 辽宁中盛建筑金属材料有限公司 Corrugated metal wall system and its installation method

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JP4881092B2 (en) * 2006-07-26 2012-02-22 株式会社竹中工務店 Seismic wall or seismic control wall made of corrugated steel sheet and its manufacturing method
CN101886451A (en) * 2010-06-08 2010-11-17 珠海市瑞铭建筑装饰工程有限公司 Mesh plaster-free panel and application method thereof
CN109113266A (en) * 2018-10-19 2019-01-01 武汉大学 A kind of light gauge cold-formed steel shape edge of a wing corrugated web box beam

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CN102296725A (en) * 2011-06-01 2011-12-28 西安建筑科技大学 Honeycombed section steel plate shear wall
CN109083325A (en) * 2018-08-22 2018-12-25 辽宁中盛建筑金属材料有限公司 Corrugated metal wall system and its installation method

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