JP2018123535A - Building panel - Google Patents

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JP2018123535A
JP2018123535A JP2017015415A JP2017015415A JP2018123535A JP 2018123535 A JP2018123535 A JP 2018123535A JP 2017015415 A JP2017015415 A JP 2017015415A JP 2017015415 A JP2017015415 A JP 2017015415A JP 2018123535 A JP2018123535 A JP 2018123535A
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plate
wooden
metal plate
reinforcing material
building panel
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JP6855051B2 (en
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近藤　弘
Hiroshi Kondo
弘 近藤
正彦 立花
Masahiko Tachibana
正彦 立花
真通 笹谷
Masamichi Sasatani
真通 笹谷
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Fujisho Eng Corp
Fujisho Engineering Corp
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Fujisho Eng Corp
Fujisho Engineering Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a building panel using a wooden plate which can correspond to a large span by acquiring large resistance with respect to a tensile stress, and which can facilitate positioning of a reinforcement material.SOLUTION: In a building panel of the present invention, a metal plate 1 and a wooden plate 4 are bonded with each other via a plurality of long reinforcement materials 3 disposed in parallel and across the whole length of the metal plate, and on the metal plate 1, a plurality of protrusion ribs 2 are formed in parallel with the reinforcement materials 3. An interval between the protrusion ribs 2 is substantially equal to the width of the reinforcement material 3 excluding both side parts of the metal plate 1.SELECTED DRAWING: Figure 2

Description

この発明は、主として木造構造物の床材、壁材として使用される、木材と鋼材とを組み合わせた木鋼ハイブリッド建築用パネルに関するものである。   The present invention relates to a panel for a hybrid structure of wood and steel, which is mainly used as a flooring material and a wall material of a wooden structure, and which combines wood and steel.

従来から、金属板の上に木製の補強材を長手方向に配設し、その上に木製板を固着した建築用パネルは提案されている。   Conventionally, a construction panel has been proposed in which a wooden reinforcing material is disposed on a metal plate in the longitudinal direction and the wooden plate is fixed thereon.

特開２０００−２７３６０号公報JP 2000-27360 A

上記特許文献に記載された発明は、金属板と木製板の間に発泡合成樹脂板材層を設けることによって、金属板及び木製板と発泡合成樹脂板材とを面で接着することによって引っ張り応力に対する強度を高めようとするものであるが、発泡合成樹脂を組み込むために製造工程が増加し、しかも廃棄する際には発泡合成樹脂を分離しなければならない。   The invention described in the above patent document increases the strength against tensile stress by providing a foamed synthetic resin plate layer between a metal plate and a wooden plate, and bonding the metal plate and the wooden plate to the foamed synthetic resin plate on the surface. However, in order to incorporate the foamed synthetic resin, the number of manufacturing processes increases, and the foamed synthetic resin must be separated when discarded.

従来の、２枚の木製板を長尺の補強材を介して接合したパネルにおいては、引っ張り応力に対して大きな耐性を得ることが難しく、大スパンに対応できず、梁や大引きを比較的小さな間隔で配設する必要がある。
また、木製板に補強材を接合する際に、補強材を位置決めするガイドがないので、補強材の位置決め作業に時間がかかる問題点もある。
この発明は、これらの課題を解決しようとするものである。 In a conventional panel in which two wooden boards are joined via a long reinforcing material, it is difficult to obtain a large resistance to tensile stress, and it is difficult to cope with a large span. It is necessary to arrange them at small intervals.
Further, there is no guide for positioning the reinforcing material when the reinforcing material is joined to the wooden board, so that there is a problem that it takes time to position the reinforcing material.
The present invention is intended to solve these problems.

この発明の建築用パネルは、金属板と木製板とが、複数平行に、かつ前記金属板の上面に配設された長尺の補強材を介して接合され、前記金属板には前記補強材と平行に複数の凸リブが形成され、前記凸リブの間隔は前記金属板の両側部を除いて補強材の幅とほぼ同等とすることにより、上記課題を解決するものである。   In the building panel of the present invention, a plurality of metal plates and wooden plates are joined in parallel via a long reinforcing material disposed on the upper surface of the metal plate, and the reinforcing material is attached to the metal plate. A plurality of convex ribs are formed in parallel to each other, and the interval between the convex ribs is substantially equal to the width of the reinforcing member except for both side portions of the metal plate, thereby solving the above-described problem.

この発明における金属板は厚さ０．４〜０．８mm程度の亜鉛鉄板が一般的であるが、これに限定されるものではない。そして、凸リブは、高さ１〜３mm程度、並幅３〜５mm程度が適当と考えられる。また、等間隔とする凸リブの間隔は、補強材の幅や補強材の配設ピッチを勘案して決定するものであり、４０〜６０mm程度が適当と考えられる。   The metal plate in the present invention is generally a zinc iron plate having a thickness of about 0.4 to 0.8 mm, but is not limited to this. And it is considered that the convex ribs are about 1 to 3 mm in height and 3 to 5 mm in parallel width. Further, the intervals between the convex ribs, which are equally spaced, are determined in consideration of the width of the reinforcing material and the arrangement pitch of the reinforcing material, and about 40 to 60 mm is considered appropriate.

この発明における木製板は、ベニヤ合板又はむく板であって、厚さ９〜１６mm程度が適当と考えられる。なお、木製板は必ずしも１枚の板でパネル全域をカバーする必要はなく、複数枚に分割されたものでもよい。   The wooden board in this invention is a veneer plywood or a peeled board, and a thickness of about 9 to 16 mm is considered appropriate. The wooden board does not necessarily need to cover the entire panel with a single board, and may be divided into a plurality of boards.

この発明における補強材は、木製の角材又は金属製のトラスを用いる。
角材は、集成材又はむく材であって、幅４０〜６０mm程度、高さ８０〜１５０mm程度が適当と考えられるが、要求される強度により適宜設定する。
トラスは、正面視逆Ｖ字状をなすラチス材の頂部及び２カ所の下端部に鉄筋を固着して構成する。逆Ｖ字状をなすラチス筋の下端部の幅及び高さは前記角材と同様である。トラスと木製板との接合は、トラスの上端筋と直行して複数のトラスに亘って配設され、上端筋に固着された帯状金属板に、木製板を接着する構成とすると作業性がよい。 The reinforcing member in this invention uses a wooden square or a metal truss.
The square is a laminated or peeled material, and a width of about 40 to 60 mm and a height of about 80 to 150 mm are considered appropriate, but are appropriately set according to the required strength.
The truss is constructed by fixing reinforcing bars to the top and two lower ends of a lattice material having an inverted V shape when viewed from the front. The width and height of the lower end of the latticed V-shaped lattice are the same as those for the square bar. When the truss and the wooden plate are joined, the workability is good if the wooden plate is bonded to the belt-like metal plate that is arranged over the plurality of trusses perpendicular to the upper end of the truss. .

この種のパネルを床材に使用する場合、加重により上側の板に圧縮応力が、下側の板に引張応力が働く。この発明においては、床材として使用する場合の下側の板を凸リブ付きの金属板としているので、引張応力に対する高い耐性を得ることができ、大スパンに対応することができる。
また、凸リブの間隔は補強材の幅とほぼ同等としてあるので、補強材を配設する際の位置ガイドとして機能するものであり、要求される強度により異なる補強材の配設位置を迅速に調整することができる。加えて、前記凸リブの間隔を金属板の両側部を除いて等間隔としてあるので、一つの規格の金属板を使用して補強材のピッチを変更することができ、かつ変更したピッチにおいても凸リブを補強材の位置ガイドとして利用することができる。
加えて、金属板に木製の補強材を接合するための接着剤を塗布する際、ローラ等で塗布された接着剤が塗布不要な領域にしみ出すことがない。 When this type of panel is used for a flooring, compressive stress acts on the upper plate and tensile stress acts on the lower plate due to the load. In this invention, since the lower plate when used as a flooring is a metal plate with convex ribs, high resistance to tensile stress can be obtained and a large span can be accommodated.
In addition, since the interval between the convex ribs is almost the same as the width of the reinforcing material, it functions as a position guide when the reinforcing material is arranged, and the position of the reinforcing material that differs depending on the required strength can be quickly set. Can be adjusted. In addition, since the intervals between the convex ribs are equal except for both sides of the metal plate, the pitch of the reinforcing material can be changed using one standard metal plate, and even in the changed pitch The convex rib can be used as a position guide for the reinforcing material.
In addition, when the adhesive for joining the wooden reinforcing material to the metal plate is applied, the adhesive applied by a roller or the like does not ooze out to an area where application is unnecessary.

この発明実施例１の平面図Plan view of the first embodiment of the present invention 同じく断面図Same sectional view 同じく金属板の一部拡大図Similarly, a partially enlarged view of a metal plate 同じく梁固定部分の断面図Similarly, a cross-sectional view of the beam fixing part 同じく補強材のピッチを変更した実施例の断面図Cross-sectional view of an embodiment in which the pitch of the reinforcing material is also changed この発明実施例２の正面図Front view of the second embodiment of the present invention 同じく側面図Same side view

以下この発明の実施例を説明する。   Examples of the present invention will be described below.

実施例１は、補強材として木製の角材を用いたものであり、この建築用パネルＡは以下の通りである。
亜鉛波形鉄板１（例えば、長さ１８００mm、幅６００mm)の長手方向に沿って凸リブ２が複数形成してある。この凸リブ２は、前記鉄板１の両側部分の凸リブ２ａ・２ｂ間、２ｉ・２ｊ間を除いて、２ｂないし２ｉの間隔は等間隔（５０mm）としてある。そして、鉄板１の側縁から凸リブ２ａ又は２ｊまでの長さは、角材３の幅よりも若干短かく（実施例では４７．５mm）して、角材３が側縁と凸リブの間に無駄な余地を残すことなく収まるようにしてある。
また、凸リブの高さは２mm、幅は４mmである。そして、鉄板１の両側及び凸リブ２ｃと２ｄの間、凸リブ２ｇと２ｈの間に長尺の角材３が接合してある。この角材３は、断面方形の集成材であって、幅４５mm、高さ１００mmとしてある。
角材の幅を４５mmとした理由は、凸リブの間隔が５０mmであり、幅が４mmであるから、凸リブの下縁間の長さは４６mmとなり、そこから１mmの余裕を考慮して４５mmとしたものである。
前記鉄板１の端部は折り返して折り返し部１ａとして、端縁による作業者のけがを未然に防止するようにしてある。 Example 1 uses a wooden square as a reinforcing material, and this building panel A is as follows.
A plurality of convex ribs 2 are formed along the longitudinal direction of the zinc corrugated iron plate 1 (for example, length 1800 mm, width 600 mm). In this convex rib 2, the interval between 2b and 2i is equal (50 mm) except for the interval between the convex ribs 2a and 2b on both sides of the iron plate 1 and between 2i and 2j. The length from the side edge of the iron plate 1 to the convex rib 2a or 2j is slightly shorter than the width of the square member 3 (47.5 mm in the embodiment), and the square member 3 is between the side edge and the convex rib. It fits without leaving room for waste.
The height of the convex rib is 2 mm and the width is 4 mm. And the elongate square material 3 has joined to the both sides of the iron plate 1, between the convex ribs 2c and 2d, and between the convex ribs 2g and 2h. The square member 3 is a laminated material having a square cross section, and has a width of 45 mm and a height of 100 mm.
The reason why the width of the square member is 45 mm is that the interval between the convex ribs is 50 mm and the width is 4 mm, so the length between the lower edges of the convex ribs is 46 mm, and the margin of 1 mm is taken into account as 45 mm. It is a thing.
The end portion of the iron plate 1 is folded back to serve as a folded portion 1a to prevent an operator from being injured by the edge.

前記角材３の上面に木製板４が接合してある。木製板は厚さ１２mmのベニア合板であり、幅方向一側は角材３よりも突出した重ね合わせ部５としてあり、他側は角材３よりも内側に位置させて、受け部６を形成している。複数のパネルを並べるとき、隣接するパネルの重ね合わせ部５を受け部６に対応させるようにしてある。
なお、重ね合わせ部５及び受け部６の縁を曲線にするなどによって、位置決め機能を持たせることもできる。
この建築用パネルＡの長手方向の端部において、木製板４の端部は鉄板１及び角材３の端部に至っておらず無板部７とし、角材３の上面が露出している。 A wooden board 4 is joined to the upper surface of the square member 3. The wooden board is a veneer plywood with a thickness of 12 mm, one side in the width direction is an overlapped part 5 protruding from the square member 3, and the other side is positioned inside the square member 3 to form a receiving part 6. Yes. When arranging a plurality of panels, the overlapping portion 5 of the adjacent panels is made to correspond to the receiving portion 6.
In addition, a positioning function can also be given by making the edge of the superposition part 5 and the receiving part 6 into a curve.
At the end of the building panel A in the longitudinal direction, the end of the wooden plate 4 does not reach the end of the iron plate 1 and the square member 3 but is a non-plate portion 7, and the upper surface of the square member 3 is exposed.

図５に示す実施例は、上記と同じ鉄板１を使用して、角材３の数を１本増加させたものである。
凸リブ２ｂないし２ｉは、隣接する凸リブの間隔が同じ（５０mm）であるから、同じ幅の角材を用いて等間隔に配設する角材の数を適宜増減することができ、要求される強度に対応することができる。
図５中符号９は必要により配設する耐火ボードであり、天井としての化粧ボードにもなる。 The embodiment shown in FIG. 5 uses the same iron plate 1 as described above and increases the number of square bars 3 by one.
Since the convex ribs 2b to 2i have the same spacing (50 mm) between the adjacent convex ribs, the number of square bars arranged at equal intervals can be appropriately increased and decreased by using square bars having the same width, and the required strength. It can correspond to.
Reference numeral 9 in FIG. 5 denotes a fireproof board provided if necessary, which also serves as a decorative board as a ceiling.

以下、この建築用パネルＡの製造方法の一例を説明する。
角材３の幅に対応した幅の塗布ローラを、配設する角材の数用意して同軸に設置する。次いで、各塗布ローラの位置を角材を配設する凸リブ間に対応させた位置になるよう、位置決めを行う。
位置決めの後、塗布ローラを回転させつつ鉄板１を凸リブ方向に移動させると、角材を配設すべき凸リブ間に接着剤が塗布される。塗布された接着剤は凸リブに阻止されて塗布不要な領域に侵出することはない。
接着剤を塗布した後、角材３を鉄板１上、所定の凸リブ間に載置する。このとき、角材の載置位置が若干ずれても、凸リブがガイドとして機能するので、所定の位置に載置され、角材の配設位置がずれることがない。
次いで、角材の上面に塗布ローラで接着剤を塗布し、木製板４を接着する。 Hereinafter, an example of the manufacturing method of this building panel A will be described.
A coating roller having a width corresponding to the width of the square member 3 is prepared in the same number as the number of square members to be arranged. Next, positioning is performed so that the position of each application roller is in a position corresponding to the convex ribs on which the square members are disposed.
After the positioning, when the iron plate 1 is moved in the direction of the convex rib while rotating the application roller, the adhesive is applied between the convex ribs on which the square members are to be disposed. The applied adhesive is blocked by the convex ribs and does not penetrate into areas where application is not required.
After applying the adhesive, the square member 3 is placed on the iron plate 1 between predetermined convex ribs. At this time, even if the placement position of the square member is slightly deviated, the convex rib functions as a guide, so that the square member is placed at a predetermined position and the placement position of the square member is not shifted.
Next, an adhesive is applied to the upper surface of the square bar with an application roller, and the wooden board 4 is bonded.

角材の数、配設すべき凸リブの位置を変更するときは、塗布ローラの数を増減し、その設置位置を調整する。塗布ローラを装着する軸に凸リブの位置を表示することにより、塗布ローラの位置決めをきわめて容易に行うことができる。   When changing the number of square bars and the position of convex ribs to be arranged, the number of application rollers is increased or decreased to adjust the installation position. By displaying the position of the convex rib on the shaft on which the coating roller is mounted, the coating roller can be positioned very easily.

以下、この建築用パネルＡを床材として使用する場合について説明する。
この建築用パネルＡを床材として使用する場合は、基礎として構築された梁又は大引き８の間に架設する。
ここで、この建築用パネルＡは、床材として使用したときに下側となり引張応力を受ける部分を凸リブ付きの鉄板１としてあるので、引張応力に対する耐性が強く、木製板を用いたパネルでは従来困難とされていた１８００mm以上の超梁間隔スパンにも対応することができる。 Hereinafter, the case where this building panel A is used as a flooring will be described.
When this building panel A is used as a flooring, it is installed between a beam or a large pull 8 constructed as a foundation.
Here, since this building panel A is a steel plate 1 with convex ribs that is the lower side when it is used as a flooring, it has a strong resistance to tensile stress. It can also cope with a super-beam interval span of 1800 mm or more, which has been considered difficult in the past.

この建築用パネルＡにおいて、木製板４の一側は補強材３よりも突出した重ね合わせ部５としてあり、他側は補強材よりも内側に位置させて、受け部６を形成しているので、一方のパネルの重ね合わせ部５が隣接するパネルの角材３に載ることとなり、かつ隣接するパネルの角材３が面接合しているので、パネル接合部の座屈が回避される。   In this building panel A, one side of the wooden board 4 is an overlapping part 5 protruding from the reinforcing material 3 and the other side is positioned inside the reinforcing material, so that the receiving part 6 is formed. The overlapping portion 5 of one panel is placed on the square member 3 of the adjacent panel, and the square member 3 of the adjacent panel is surface-bonded, so that buckling of the panel joint portion is avoided.

この建築用パネルＡの長手方向の端部において、木製板４の端部は鉄板１及び角材３の端部に至っておらず無板部７とし、補強材３の上面が露出している。この種のパネルでは、鉄板の端部を梁又は大引きに釘などで固定するが、鉄板の端部が木製板で覆われていると釘を打つことが難しい。しかし、この建築用パネルＡにおいては木製板の端部に無板部７があるので、木製板が釘打ち作業の邪魔にならず、釘打ち作業が容易である。
なお、無板部は別部材で閉塞する。 At the end of the building panel A in the longitudinal direction, the end of the wooden plate 4 does not reach the end of the iron plate 1 and the square member 3 and is a non-plate portion 7, and the upper surface of the reinforcing member 3 is exposed. In this type of panel, the end of the iron plate is fixed to the beam or the large pull with a nail or the like, but it is difficult to hit the nail if the end of the iron plate is covered with a wooden plate. However, in this building panel A, since the non-plate portion 7 is provided at the end portion of the wooden board, the wooden board does not interfere with the nailing operation, and the nailing operation is easy.
In addition, a non-plate part is obstruct | occluded with another member.

実施例２は、補強材としてトラスを用いたものであり、この建築用パネルＢは以下の通りである。
亜鉛波形鉄板１は、上記実施例１と同じであり、トラス１０が側縁と凸リブ２の間に無駄な余地を残すことなく収まるようにしてある。 Example 2 uses a truss as a reinforcing material, and this building panel B is as follows.
The zinc corrugated iron plate 1 is the same as that of the first embodiment, so that the truss 10 can be accommodated without leaving a wasteful space between the side edge and the convex rib 2.

前記トラス１０は、長手方向に連続して屈曲させ、正面視において逆V字状をなすように形成したラチス筋１０ａの長手方向に亘り、頂部に上端筋１０ｂを、開脚した下端部双方に下端筋１０ｃ、１０ｄを固着して構成してある。下端筋１０ｃ、１０ｄの外周間の距離は４５mmとしてある。
外周間の距離を４５mmとした理由は、凸リブの間隔が５０mmであり、幅が４mmであるから、凸リブの下縁間の長さは４６mmとなり、そこから１mmの余裕を考慮して４５mmとしたものである。 The truss 10 is bent continuously in the longitudinal direction, and the upper end muscle 10b is formed on both ends of the lower end of the leg, along the longitudinal direction of the lattice muscle 10a formed so as to form an inverted V shape in a front view. The lower end bars 10c and 10d are fixedly configured. The distance between the outer circumferences of the lower end bars 10c and 10d is 45 mm.
The reason why the distance between the outer peripheries is 45 mm is that the interval between the convex ribs is 50 mm and the width is 4 mm, so the length between the lower edges of the convex ribs is 46 mm, and 45 mm in consideration of the margin of 1 mm from there. It is what.

前記上端筋１０ｂの上側には、上端筋と直交する複数の帯状の金属板１１が、複数本の上端筋に亘り配設してあり、上端筋に固着してある。この金属板１１の上面に木製板４が接着剤で接着してある。
前記金属板１１はトラス１０と木製板４との接着面を得るためのものである。したがって、金属板の幅や配設する間隔は、木製板４が十分な接着強度を得るように選定する。 A plurality of strip-shaped metal plates 11 orthogonal to the upper end bars are disposed over the upper end bars and are fixed to the upper end bars on the upper side of the upper end bars 10b. The wooden plate 4 is bonded to the upper surface of the metal plate 11 with an adhesive.
The metal plate 11 is for obtaining an adhesive surface between the truss 10 and the wooden plate 4. Accordingly, the width of the metal plate and the interval between the metal plates are selected so that the wooden plate 4 has sufficient adhesive strength.

前記金属板１１の端部は下向きに屈曲したアングル部１１ａとしてあり、タルキ材１２を装着できるようにしてある。このタルキ材１２の上面において、隣接する２枚の木製板４が突きあわされる。
図中符号１３は金属板１１の端部を支持する支持筋である。 An end portion of the metal plate 11 is an angle portion 11a bent downward so that the talc material 12 can be attached. Two adjacent wooden boards 4 are abutted against each other on the top surface of the talc material 12.
Reference numeral 13 in the drawing is a support bar that supports the end of the metal plate 11.

以上の通り、この発明は、大スパンに対応でき、かつ鉄板の凸リブにより補強材の位置決めが容易になるものであって、産業上の利用可能性を有するものである。   As described above, the present invention can cope with a large span and facilitates the positioning of the reinforcing material by the convex ribs of the iron plate, and has industrial applicability.

Ａ パネル
Ｂ パネル
１ 鉄板
２ リブ
３ 角材
４ 木製板
５ 重ね合わせ部
６ 受け部
７ 無板部
８ 梁
９ 耐火ボード
１０ トラス
１０ａ ラチス筋
１０ｂ 上端筋
１０ｃ 下端筋
１０ｄ 下端筋
１１ 金属板
１１ａ アングル部 A panel B panel 1 iron plate 2 rib 3 square 4 wooden plate 5 overlapping part 6 receiving part 7 plateless part 8 beam 9 fireproof board 10 truss 10a lattice bar 10b upper end line 10c lower end line 10d lower end line 11 metal plate 11a angle part

Claims (4)

金属板と木製板とが、複数平行に、かつ前記金属板の上面配設された長尺の補強材を介して接合され、前記金属板には前記補強材と平行に複数の凸リブが形成され、前記凸リブの間隔は前記金属板の両側部を除いて補強材の幅とほぼ同等とした、建築用パネル。 A plurality of metal plates and wooden plates are joined in parallel via a long reinforcing material disposed on the upper surface of the metal plate, and a plurality of convex ribs are formed on the metal plate in parallel with the reinforcing material. A building panel in which the interval between the convex ribs is substantially equal to the width of the reinforcing member except for both sides of the metal plate. 補強材は、木製の角材とした、請求項１に記載の建築用パネル。 The building panel according to claim 1, wherein the reinforcing material is a wooden square. 補強材は、正面視逆Ｖ字状をなすラチス材の頂部及び２カ所の下端部に鉄筋を固着して構成されたトラスとした、請求項１に記載の建築用パネル。 The building panel according to claim 1, wherein the reinforcing material is a truss configured by fixing reinforcing bars to a top portion of a lattice material having an inverted V shape in front view and two lower ends. トラスと木製板との接合は、トラスの上端筋と直行して複数のトラスに亘って配設され、上端筋に固着された帯状金属板に、木製板を接着した、請求項３に記載の建築用パネル。
The joining of the truss and the wooden plate is arranged over a plurality of trusses perpendicular to the upper end of the truss, and the wooden plate is bonded to a belt-like metal plate fixed to the upper end. Architectural panel.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56500263A (en) * 1979-02-27 1981-03-05
US4329827A (en) * 1980-05-06 1982-05-18 Masonite Ab Roofing elements
JPS61254731A (en) * 1985-05-02 1986-11-12 不二サッシ株式会社 Heat insulating composite material
JPH0347310U (en) * 1989-09-08 1991-05-01
JPH091556A (en) * 1995-06-22 1997-01-07 Shigenori Matsumoto Composite panel containing frp waste
JP2010275740A (en) * 2009-05-27 2010-12-09 Shigeru Yaguchi Reinforced structure
JP2015143426A (en) * 2014-01-31 2015-08-06 ケイミュー株式会社 Face material for lathing, and wall structure
JP2016033298A (en) * 2014-07-31 2016-03-10 積水ハウス株式会社 Floor structure and floor panel

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56500263A (en) * 1979-02-27 1981-03-05
US4329827A (en) * 1980-05-06 1982-05-18 Masonite Ab Roofing elements
JPS61254731A (en) * 1985-05-02 1986-11-12 不二サッシ株式会社 Heat insulating composite material
JPH0347310U (en) * 1989-09-08 1991-05-01
JPH091556A (en) * 1995-06-22 1997-01-07 Shigenori Matsumoto Composite panel containing frp waste
JP2010275740A (en) * 2009-05-27 2010-12-09 Shigeru Yaguchi Reinforced structure
JP2015143426A (en) * 2014-01-31 2015-08-06 ケイミュー株式会社 Face material for lathing, and wall structure
JP2016033298A (en) * 2014-07-31 2016-03-10 積水ハウス株式会社 Floor structure and floor panel

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