JP5193955B2 - Floor mounting member and floor mounting table - Google Patents
Floor mounting member and floor mounting table Download PDFInfo
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- JP5193955B2 JP5193955B2 JP2009140855A JP2009140855A JP5193955B2 JP 5193955 B2 JP5193955 B2 JP 5193955B2 JP 2009140855 A JP2009140855 A JP 2009140855A JP 2009140855 A JP2009140855 A JP 2009140855A JP 5193955 B2 JP5193955 B2 JP 5193955B2
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Description
本発明は、床載置部材および床載置台に関するものであり、特に、一定の剛性を備えたパネルを折り曲げて形成する建築パネルを用いる床載置部材および床載置台に関する。 The present invention relates to a floor mounting member and a floor mounting table , and more particularly to a floor mounting member and a floor mounting table using an architectural panel formed by bending a panel having a certain rigidity.
従来から、建築の分野では、一定のサイズの建築用パネルを予め工場で製造しておき、建築工事の際に、この建築用パネルを組み合わせたり、切断したりして、家屋等の建設を行う工法が広く用いられている。このように建築用パネルを用いる工法は、木材や鉄骨等を切断し、長さを切りそろえたりする工法に比べて、作業内容の簡略化を実現し、その作業効率を大幅に向上させている。この建築用パネルは、家屋等の壁や床、天井等、様々な場所で用いられ、その使用目的に応じて、強度、耐久性、断熱性等の様々な特性が要求される。
これらの建築用パネルのうち、家屋等の床に用いられるものは、その構造上、大きな負荷がかかるため、特に高い耐強度が望まれる。
例えば、特許文献１に開示される床パネル（以下、単に床パネルという）は、このような要求に応じて、床面における高い耐強度を実現したものであり、一方の折板の折曲線と、他方の折板の折曲線とが互いに直交するように、これら折板を上下に重ね合わせて固着し、これら固着した折板の隙間に廃材を充填することにより、高い面内剛性を備えたものである。
Conventionally, in the field of construction, building panels of a certain size are manufactured in advance in a factory, and the building panels are constructed or combined by cutting or cutting the building panels during construction work. The construction method is widely used. As described above, the construction method using the building panel achieves simplification of work contents and greatly improves the work efficiency, compared with a construction method in which wood, steel frames, and the like are cut and trimmed. This building panel is used in various places such as walls, floors, and ceilings of houses and the like, and various properties such as strength, durability, and heat insulation are required depending on the purpose of use.
Of these building panels, those used for floors of houses and the like are subjected to a large load due to their structure, and thus particularly high strength resistance is desired.
For example, the floor panel disclosed in Patent Document 1 (hereinafter, simply referred to as a floor panel) realizes high strength resistance on the floor surface according to such a requirement, and the folding curve of one folded plate The folded plates of the other folded plate are vertically stacked and fixed so that they are orthogonal to each other, and the gap between the fixed folded plates is filled with waste material to provide high in-plane rigidity. Is.
しかしながら、前述の床パネルには、以下に述べるような問題が生じる。
前述したように、床パネルは、２枚の折板を重ね合わせて固着し、隙間に廃材を充填することにより、一定の強度を備えたものであるが、このように煩雑な製造工程を経なければならず、製造の手間や時間、コスト等の面で大きな問題が生じてしまう。
また、その床パネルは、構造上、サイズ調整をする際、金属製の折板を切断する等の面倒な作業が必要であり、様々なサイズの要求に容易に応えられないといった問題も生じる。
However, the above-described floor panel has the following problems.
As described above, the floor panel has a certain strength by stacking and fixing two folded plates and filling the gap with waste material. However, the floor panel has undergone such a complicated manufacturing process. Therefore, a great problem arises in terms of manufacturing effort, time, and cost.
In addition, the floor panel requires a troublesome work such as cutting a metal folded plate when the size is adjusted due to its structure, and there is a problem that it cannot easily meet various size requirements.
本発明は、上記問題点に鑑みてなされたものであり、簡易な工法により製造可能であって、さらには、建築の際の簡単な施工を可能とし、一定の面内剛性を備えるとともに、建築目的に応じて任意のサイズに簡単に変更可能な床載置部材および床載置台を提供することを目的とする。 The present invention has been made in view of the above-described problems, and can be manufactured by a simple construction method. Further, the present invention enables simple construction during construction, and has a certain in-plane rigidity. An object of the present invention is to provide a floor mounting member and a floor mounting table that can be easily changed to any size according to the purpose.
かかる目的を達成するため、本発明は、一定の剛性を有する板状の素材が折り曲げられて互いに平行な複数の凸条が形成された波型の床材パネルを載置して建築の床部分を構成する床載置台であって、床材パネルと同様に一定の剛性を有する板状の素材が折り曲げられて互いに平行な複数の凸条が形成された波型の建築パネルを、凸条による波型断面側の一方が下側となるように直立させ、波型断面側の他方である上面側に、断面略コの字状のキャップを被嵌し、被嵌したキャップ上に床材パネルを載置するための床材パネル載置部材を備えて直立部材を形成し、複数の直立部材間に床材パネルを渡たすことによって床材パネルを一定の高さに保持することを特徴とする。 In order to achieve such an object, the present invention provides a floor portion of a building by placing a corrugated floor panel in which a plate-like material having a certain rigidity is bent to form a plurality of parallel ridges. A corrugated building panel in which a plate-shaped material having a certain rigidity is bent to form a plurality of ridges parallel to each other, as in the case of a flooring panel. Stand upright so that one of the corrugated cross-section side is the lower side, and a cap with a substantially U-shaped cross section is fitted on the upper surface side, which is the other of the corrugated cross-section side, and the floor panel on the fitted cap A floor panel is mounted to form a standing member, and the floor panel is held at a certain height by passing the floor panel between a plurality of standing members. And
また、本発明によれば、床材パネル載置部材は、断面Ｌ字状の部材であることを特徴とする。 According to the invention, the floor panel mounting member is a member having an L-shaped cross section.
また、本発明によれば、建築パネルは、複数の凸条間に、凸条に平行で凸条より低い他の凸条がさらに形成されていることを特徴とする。Further, according to the present invention, the building panel is characterized in that another ridge parallel to the ridge and lower than the ridge is further formed between the plurality of ridges.
本発明は、一定の剛性を有する板状の素材を折り曲げて、互いに平行な複数の凸条を形成した床材パネルからなるので、簡易な工法により製造可能であって、さらには、建築の際の簡単な施工を可能とし、一定の面内剛性を備えるとともに、重ね合わせることで建築目的に応じて任意のサイズに簡単に変更することができる。 Since the present invention comprises a flooring panel formed by bending a plate-like material having a certain rigidity to form a plurality of ridges parallel to each other, it can be manufactured by a simple construction method. Can be easily changed to an arbitrary size according to the purpose of construction.
（１）建築ユニットの基本構造
図１は、本発明の実施の形態における建築パネル１の外観を示す図である。
この建築パネル１は、厚さ０・３〜１．０ｍｍ程度の鋼板等を折り曲げて、一方向に複数の凸条２を互いに平行に形成した波型の薄板であり、建築の床材として使用することができるようになっている。
このように凸条２を形成することにより、面方向の荷重及び凸条２の形成方向からの荷重に対する高い耐強度を保証することができる。なお、建築物の設計上、この建築パネル１上の面が、ある基準となる面と平行であることが望まれる場合が多いことから、この複数の凸条２は、同一の高さであることが好ましい。
また、図に示すように、この建築パネル１に略一定間隔で形成された複数の凸条２間には、さらに凸条３が、凸条２と同方向に形成される。この凸条３を形成したことにより、建築パネル１の面方向の強度をさらに補強するようになっている。なお、この凸条３は、その高さに多少のバラツキがあっても、前述した設計上の問題が生じないように、その高さを凸条２より低く形成することが好ましい。
(1) Basic structure of a building unit FIG. 1: is a figure which shows the external appearance of the building panel 1 in embodiment of this invention.
This building panel 1 is a corrugated thin plate in which a plurality of ridges 2 are formed in parallel in one direction by bending a steel plate having a thickness of about 0.3 to 1.0 mm, and is used as a building flooring. Can be done.
By forming the ridges 2 in this way, it is possible to ensure high strength resistance against loads in the surface direction and loads from the direction in which the ridges 2 are formed. In addition, since the surface on this building panel 1 is often desired to be parallel to a certain reference surface in designing the building, the plurality of ridges 2 have the same height. It is preferable.
Further, as shown in the figure, a ridge 3 is further formed in the same direction as the ridge 2 between the plurality of ridges 2 formed on the building panel 1 at substantially constant intervals. By forming the ridges 3, the strength in the surface direction of the building panel 1 is further reinforced. In addition, even if this ridge 3 has some variations in the height, it is preferable to form the height lower than the ridge 2 so that the above-described design problem does not occur.
また、各建築パネル１に形成された凸条２，３のそれぞれの形状は同一であり、建築パネル１同士を重ね合わせたとき、隙間が生じないようになっている。
図２は、このように、建築パネル１ａの上に、建築パネル１ｂを重ね合わせたときの建築ユニットの外観を示す図である。
図に示すように、凸条２，３に沿うように、建築パネル１ａ，１ｂを重ね合わせることで、建築パネル１ａの凸条２，３がレールのごとく機能し、凸条２，３の方向に沿って平行移動させることができる。このことにより、建築目的に建築パネル１のサイズが合わない場合であっても、建築パネル１ａ，１ｂ同士を重ね合わせて、凸条２，３方向に摺動させることにより、建築パネル１の長さを建築目的に応じて任意の長さに容易に調節することができる。
Moreover, each shape of the protrusions 2 and 3 formed in each building panel 1 is the same, and when the building panels 1 are overlapped with each other, no gap is generated.
FIG. 2 is a diagram showing the appearance of the building unit when the building panel 1b is superimposed on the building panel 1a.
As shown in the figure, by superimposing the building panels 1a and 1b along the ridges 2 and 3, the ridges 2 and 3 of the building panel 1a function like rails, and the direction of the ridges 2 and 3 Can be translated along. Thus, even if the size of the building panel 1 is not suitable for the building purpose, the building panel 1a and 1b are overlapped with each other and slid in the ridges 2 and 3 directions, thereby increasing the length of the building panel 1. The length can be easily adjusted to an arbitrary length according to the construction purpose.
また、このように、重ね合わせ、任意の長さに調整した建築パネル１ａ，１ｂに、固定部材１０を固着し、建築パネル１ａ，１ｂ同士を固定することができる。
図３は、その建築パネル１ａ，１ｂ同士を固定するための固定部材１０の外観の一例を示す図である。
図に示すように、この固定部材１０は、一定の剛性を有した鋼製等のブリッジ形状の部材である。このブリッジ形状の両端部１１は、互いに平行に形成されている。
Moreover, the fixing member 10 can be fixed to the building panels 1a and 1b which are overlapped and adjusted to an arbitrary length in this way, and the building panels 1a and 1b can be fixed to each other.
FIG. 3 is a diagram showing an example of the appearance of the fixing member 10 for fixing the building panels 1a and 1b to each other.
As shown in the figure, the fixing member 10 is a bridge-shaped member made of steel or the like having a certain rigidity. Both ends 11 of the bridge shape are formed in parallel to each other.
図４は、この固定部材１０を、建築パネル１ａ，１ｂ上に固着したときの建築ユニットの外観を示す図である。
図に示すように、建築パネル１ａ，１ｂの一部を互いに重ね合わせ、固定部材１０の端部１１を建築パネル１ａ，１ｂ上に載置し、その両端部１１上から各建築パネル１ａ，１ｂを貫通するようにビス２０を打設する等して、建築パネル１ａ，１ｂ同士を固定する。このように、建築パネル１を複数枚重ね合わせて固定することにより、使用目的ごとに様々な長さの建築パネル１を用意することなく、その使用目的に応じた任意の長さの建築パネル１を容易に提供することが可能となる。
FIG. 4 is a view showing the external appearance of the building unit when the fixing member 10 is fixed on the building panels 1a and 1b.
As shown in the figure, parts of the building panels 1a and 1b are overlapped with each other, the end portion 11 of the fixing member 10 is placed on the building panels 1a and 1b, and the building panels 1a and 1b are placed on the both end portions 11 respectively. The building panels 1a and 1b are fixed to each other by, for example, driving a screw 20 so as to pass through. In this way, by stacking and fixing a plurality of building panels 1, the building panel 1 having an arbitrary length according to the purpose of use is prepared without preparing the building panel 1 having various lengths for each purpose of use. Can be provided easily.
図５は、図４に示す、固定部材１０を建築パネル１ａ，１ｂ上に固着したときの建築ユニットの断面図である。
図には、建築パネル１ａの一部に建築パネル１ｂの一部を重ね合わせ、固定部材１０の端部１１の１つを、重ね合わせていない建築パネル１ａ上に載置し、固定部材１０のもう１つの端部１１を、建築パネル１ａに重ね合わせた建築パネル１ｂ上に載置して、各端部１１上から建築パネル１ａ，１ｂを貫通するようにビス２０等を打設する。
また、固定部材１０に一定の可撓性を持たせることによって、建築パネル１の薄板の厚さに起因する、建築パネル１ａ，１ｂを重ね合わせたときに生じるある程度の段差にも柔軟に対応することができるようになる。また、その重ね合わせたときの段差を予め計算しておき、両端部１１の取り付け位置に予め高低差を設けておくようにしてもよい。
FIG. 5 is a cross-sectional view of the building unit when the fixing member 10 shown in FIG. 4 is fixed on the building panels 1a and 1b.
In the figure, a part of the building panel 1b is overlapped with a part of the building panel 1a, and one of the end portions 11 of the fixing member 10 is placed on the non-overlapping building panel 1a. The other end 11 is placed on the building panel 1b superimposed on the building panel 1a, and a screw 20 or the like is placed from above each end 11 so as to penetrate the building panels 1a and 1b.
Further, by providing the fixing member 10 with a certain flexibility, it is possible to flexibly cope with a certain level difference caused when the building panels 1a and 1b are overlapped due to the thickness of the thin plate of the building panel 1. Will be able to. Further, the step when the two are overlapped may be calculated in advance, and a height difference may be provided in advance at the attachment positions of both end portions 11.
（２）コンクリート打設時の建築ユニット
また、使用用途に応じて、建築パネル１ａ，１ｂ上にコンクリートを打設することができる。このとき、前述したように、建築パネル１ａ，１ｂにおいては、凸条２，３により構造的に上面からの荷重に対する耐強度を強化しているとともに、建築パネル１ａ，１ｂを固定部材１０により固定しているので、このようなコンクリートの重さに対しても十分に耐え得ることが可能となっている。
図６は、この建築パネル１ａ，１ｂ上にコンクリートを打設したときの断面を示す図である。
このように、コンクリートを打設したとき、ブリッジ形状の固定部材１０の把手部分が、コンクリート固化後にコンクリート中に埋設されるので、コンクリートと建築パネル１ａ，１ｂとを互いに強固に固定することが可能となる。
(2) Architectural unit at the time of placing concrete In addition, concrete can be placed on the building panels 1a and 1b according to the intended use. At this time, as described above, in the building panels 1a and 1b, the strength against the load from the upper surface is structurally enhanced by the ridges 2 and 3, and the building panels 1a and 1b are fixed by the fixing member 10. Therefore, it is possible to sufficiently withstand the weight of such concrete.
FIG. 6 is a view showing a cross section when concrete is placed on the building panels 1a and 1b.
In this way, when concrete is placed, the handle portion of the bridge-shaped fixing member 10 is embedded in the concrete after the concrete is solidified, so that the concrete and the building panels 1a and 1b can be firmly fixed to each other. It becomes.
（３）断熱材敷設時の建築ユニット
また、他の利用例として、建築パネル１ａ，１ｂ上に断熱材４０を敷設し、その上にさらにコンクリートを打設することもできる。
図７は、この断熱材４０敷設時に用いる固定部材５０の外観を示す図である。
図に示すように、この固定部材５０は、ビス２０が打設される端部５１に対して端部５２が垂直に設けられたＬ字型形状をなしている。
(3) Architectural unit at the time of laying the heat insulating material As another example of use, the heat insulating material 40 can be laid on the building panels 1a and 1b, and concrete can be further placed thereon.
FIG. 7 is a view showing an appearance of the fixing member 50 used when the heat insulating material 40 is laid.
As shown in the drawing, the fixing member 50 has an L-shape in which an end 52 is provided perpendicular to an end 51 on which the screw 20 is driven.
図８は、その建築パネル１ａ，１ｂ上に断熱材４０を敷設し、その上にさらにコンクリートを打設したときの断面を示す図である。
図に示すように、端部５１を、建築パネル１ａに重ね合わせた建築パネル１ｂ上に載置して、この端部５１上から建築パネル１ａ，１ｂを貫通するようにビス２０を打設することで、建築パネル１ａ，１ｂ同士の位置を固定する。その他、建築パネル１ａ，１ｂが重ね合っていない箇所にも適宜端部５１を載置し、ビス２０を打設する。
FIG. 8 is a view showing a cross section when a heat insulating material 40 is laid on the building panels 1a and 1b and concrete is further placed thereon.
As shown in the figure, the end portion 51 is placed on the building panel 1b superimposed on the building panel 1a, and the screw 20 is driven from the end portion 51 so as to penetrate the building panels 1a and 1b. Thus, the positions of the building panels 1a and 1b are fixed. In addition, the end portion 51 is appropriately placed at a place where the building panels 1a and 1b are not overlapped, and the screw 20 is placed.
固定部材５０が建築パネル１ａ，１ｂ上に固定された後、ピット内からの冷気や熱気の伝達を抑制するために、断熱材４０をその建築パネル１ａ，１ｂ上に敷設する。このとき、端部５２の先端が断熱材４０を貫通して突出するように、端部５２の長さ（固定部材５０の高さ）は、断熱材４０の厚さ（垂直方向の幅）よりも長くする。
このとき、断熱材４０に切り込みを入れると、端部５２が断熱材４０を容易に貫通するようにすることができる。また、複数の断熱材４０を建築パネル１ａ，１ｂ上に敷設するとき、その断熱材４０の端がその固定部材５０の端部５２の突出位置となるようにすることで断熱材４０に特殊な加工をする必要がなくなる。
After the fixing member 50 is fixed on the building panels 1a and 1b, the heat insulating material 40 is laid on the building panels 1a and 1b in order to suppress the transmission of cold air and hot air from the pits. At this time, the length of the end portion 52 (height of the fixing member 50) is larger than the thickness of the heat insulating material 40 (the width in the vertical direction) so that the tip of the end portion 52 protrudes through the heat insulating material 40. Also make it longer.
At this time, when the heat insulating material 40 is cut, the end 52 can easily penetrate the heat insulating material 40. In addition, when laying a plurality of heat insulating materials 40 on the building panels 1a and 1b, the heat insulating material 40 is made special so that the end of the heat insulating material 40 becomes the protruding position of the end portion 52 of the fixing member 50. No need to process.
さらに、この断熱材４０上にコンクリートを打設する。このとき、固定部材５０の端部５２の先端がコンクリート固化後にコンクリート中に埋設されるので、コンクリートと建築パネル１ａ，１ｂとを互いに強固に固定することが可能となる。 Further, concrete is placed on the heat insulating material 40. At this time, since the tip of the end portion 52 of the fixing member 50 is embedded in the concrete after the concrete is solidified, the concrete and the building panels 1a and 1b can be firmly fixed to each other.
以上説明したように、建築パネル１ａ，１ｂ上に断熱材４０等の建設用部材を設ける場合には、Ｌ字型の固定部材５０で建築パネル１ａ，１ｂを固定することにより、その後に敷設する断熱材４０に対して面倒な加工を施すことなく容易に施工を行うことが可能となる。 As described above, when a construction member such as the heat insulating material 40 is provided on the building panels 1a and 1b, the building panels 1a and 1b are fixed by the L-shaped fixing member 50 and then laid. Construction can be easily performed without troublesome processing of the heat insulating material 40.
（４）載置台の利用時の建築ユニット
次に、図４，５に示したような建築ユニットを、所定の高さにおいて、床材として使用するときについて説明する。
図９は、１組の載置台３０上に建築パネル１を載置したときの建築ユニットの外観を示す図である。また、図１０は、その建築パネル１を載置台３０上に載置したときの断面図である。
図に示すように、重ね合わせて互いに固定した建築パネル１ａ，１ｂの両端を、それぞれ載置台３０上に載置することにより、建築パネル１を一定の高さにおいて床材として使用することができる。
(4) Architectural unit when using mounting table Next, a case where the architectural unit as shown in FIGS. 4 and 5 is used as a flooring material at a predetermined height will be described.
FIG. 9 is a diagram showing an external appearance of the building unit when the building panel 1 is placed on a set of mounting tables 30. FIG. 10 is a cross-sectional view when the building panel 1 is placed on the placing table 30.
As shown in the figure, by placing both ends of the building panels 1a and 1b, which are stacked and fixed to each other, on the mounting table 30, the building panel 1 can be used as a flooring material at a constant height. .
以下、前述の載置台３０について詳細に説明する。
図１１は、その載置台３０の外観を示す図である。また、図１２は、その載置台３０を各部位に分解した図である。
ここで、図を用いて、載置台３０の製造工程について説明する。
図に示すように、前記床材パネルにおける凸条による波型断面側の一方が下側となるように、すなわち凸条方向とグラウンドとが垂直になるように建築パネル１ｃを直立させ、
その上面側（凸条の波型断面側の他方）に、一定の剛性を有する鋼板等を折り曲げて形成された略コの字状のキャップ３１を被嵌する。なお、この建築パネル１ｃの厚さ（凸条２の高さ）とキャップ３１の内側の厚さとは略同一であり、建築パネル１ｃとキャップ３１とが互いに緊合し固定されるようになっていることが好ましい。
この建築パネル１ｃに被嵌したキャップ３１上にＬ字部材３２を載置し、ビス３３をＬ字部材上からキャップ３１を貫通するように数箇所打設してＬ字部材３２をキャップ３１に固定する。
以上のように組み立てることで、載置台３０が完成する。
このように、凸条２，３により一定の耐強度を備えた建築パネル１ｃにおける、凸条２，３による波型の形成面側にキャップ３１を被嵌し、このキャップ３１上にＬ字部材３２をビス３３等で固定することにより、載置台３０が形成されるので、載置台３０上に載置された建築パネル１の上面からの荷重に対して、高い耐強度を備えるようになっている。
また、床材として使用する建築パネル１を床面に対して垂直に直立させ、キャップ３１、Ｌ字部材３２及びビス３３といった簡易な部材を使って載置台３０を組み立てることにより、建築パネル１ａ，１ｂを一定の高さに容易に保持することができるようになる。
Hereinafter, the mounting table 30 will be described in detail.
FIG. 11 is a view showing the appearance of the mounting table 30. Moreover, FIG. 12 is the figure which decomposed | disassembled the mounting base 30 into each site | part.
Here, the manufacturing process of the mounting table 30 will be described with reference to the drawings.
As shown in the figure, the building panel 1c is erected so that one of the corrugated cross section side by the ridges in the floor panel is on the lower side, that is, the ridge direction and the ground are vertical,
A substantially U-shaped cap 31 formed by bending a steel plate or the like having a certain rigidity is fitted on the upper surface side (the other on the corrugated cross section side of the ridge). Note that the thickness of the building panel 1c (the height of the ridges 2) and the inner thickness of the cap 31 are substantially the same, and the building panel 1c and the cap 31 are fastened together and fixed. Preferably it is.
An L-shaped member 32 is placed on the cap 31 fitted to the building panel 1c, and several screws 33 are placed from the L-shaped member so as to penetrate the cap 31, and the L-shaped member 32 is attached to the cap 31. Fix it.
The mounting table 30 is completed by assembling as described above.
In this way, the cap 31 is fitted on the corrugated surface side of the ridges 2, 3 in the building panel 1 c having a certain strength with the ridges 2, 3, and the L-shaped member is placed on the cap 31. Since the mounting table 30 is formed by fixing 32 with the screw 33 or the like, it has high strength resistance against the load from the upper surface of the building panel 1 mounted on the mounting table 30. Yes.
Moreover, the building panel 1 used as a flooring is made upright perpendicularly with respect to the floor surface, and the mounting panel 30 is assembled using simple members such as the cap 31, the L-shaped member 32, and the screw 33, whereby the building panel 1a, 1b can be easily held at a certain height.
なお、本実施の形態では、建築パネル１ｃをグラウンドと垂直に立てて載置台３０を組み立てていたが、この建築パネル１ｃの代わりに一般的な木製の合板型枠（いわゆるコンパネ材）を用いてもよい。このとき、この合板型枠をグラウンドに垂直に立てて、同様にこの合板型枠の上面にＬ字部材３２を載置し、釘やビス３３を打ちつけて固定することで、載置台３０を組み立てる。 In the present embodiment, the mounting table 30 is assembled with the building panel 1c standing vertically to the ground. However, instead of the building panel 1c, a general wooden plywood formwork (so-called panel material) is used. Also good. At this time, this plywood mold is erected perpendicularly to the ground, and similarly, the L-shaped member 32 is placed on the upper surface of the plywood mold, and a nail or a screw 33 is driven and fixed to assemble the mounting table 30. .
（５）建築ユニットの施工例
次に、前述した建築ユニットの実際の施工例について説明する。
図１３は、この建築ユニットの施工例を示す図である。
図に示す例では、例えばパイプサポート等で、建築パネル１ａ，１ｂの下方に打設済みのコンクリート等から一定の高さに支持されている互いに略平行な大引き６０上に、この大引き６０と略直交するように、根太７０を一定間隔で互いに略平行に敷設する。その一定間隔に並べられた根太７０上に、建築パネル１を互いの端部が重なるように敷設していく。このとき、建築パネル１の重なり部分に根太７０の下地がくるようにすることで床面方からの荷重に対する耐強度を強化することができる。
また、図に示すように、根太７０の両端には、載置台３０のＬ字部材３２が根太７０と等しい高さに支持されており、建築パネル１の端部が載置できるようになっている。
そして、建築パネル１を根太７０及び載置台３０上に載置すると、前述したような固定部材１０又は５０で、建築パネル１同士を固定する。
その後、用途に応じて、前述したように、コンクリートを打設したり、断熱材４０を敷設したりして、建築物の床部分の施工が完了する。
(5) Construction Example of Building Unit Next, an actual construction example of the building unit described above will be described.
FIG. 13 is a diagram showing a construction example of this building unit.
In the example shown in the figure, for example, this large pull 60 is placed on a substantially parallel large pull 60 supported at a certain height from concrete or the like already placed below the building panels 1a and 1b by a pipe support or the like. The joists 70 are laid substantially parallel to each other at regular intervals. On the joists 70 arranged at regular intervals, the building panel 1 is laid so that the ends thereof overlap each other. At this time, it is possible to reinforce the strength against the load from the floor by making the foundation of the joist 70 come to the overlapping portion of the building panel 1.
Moreover, as shown in the figure, the L-shaped member 32 of the mounting table 30 is supported at both ends of the joist 70 at the same height as the joist 70 so that the end of the building panel 1 can be placed. Yes.
And if the building panel 1 is mounted on the joist 70 and the mounting table 30, the building panels 1 are fixed by the fixing members 10 or 50 as described above.
Then, depending on the application, as described above, concrete is placed or the heat insulating material 40 is laid, and the construction of the floor portion of the building is completed.
（６）実施の形態のまとめ
以上説明したように、本実施の形態によれば、建築パネル１は、一定の剛性を備えた鋼製の薄板を折り曲げて、波型の凸条２，３を形成したので、パネル上面からの荷重に対して、建築の際の床材として使用するために十分な耐強度が保証できる。
また、複数の建築パネル１ａ，１ｂを重ね合わせ、凸条２，３に沿って摺動させることにより、任意の長さの床材を容易に形成することができる。また、この重ね合わせた建築パネル１ａ，１ｂを固定部材１０で固定することで、建築パネル１ａ，１ｂのズレを防止することができる。また、この建築パネル１ａ，１ｂ上にコンクリートを打設したとき、この固定部材１０の把手形状部分が固化後のコンクリート中に埋設されるので、建築パネル１ａ，１ｂとコンクリートとの分離を防止することが可能となる。
また、建築パネル１ｃに簡易な部材を組み合わせることで、一定以上の荷重に耐え得る載置台３０を製造でき、この載置台３０を用いて、建築パネル１ａ，１ｂを所定の高さに容易に載置することができるようになる。
(6) Summary of Embodiment As described above, according to the present embodiment, the building panel 1 is formed by bending a steel thin plate having a certain rigidity to form the corrugated ridges 2 and 3. Since it is formed, it is possible to guarantee sufficient strength resistance to use as a flooring material during construction against the load from the upper surface of the panel.
Moreover, the floor material of arbitrary length can be easily formed by overlapping the several construction panels 1a and 1b and making it slide along the protruding item | lines 2 and 3. FIG. Moreover, the construction panel 1a, 1b can be prevented from being displaced by fixing the stacked construction panels 1a, 1b with the fixing member 10. Further, when concrete is placed on the building panels 1a and 1b, the handle-shaped portion of the fixing member 10 is buried in the solidified concrete, so that separation of the building panels 1a and 1b from the concrete is prevented. It becomes possible.
Further, by combining a simple member with the building panel 1c, a mounting table 30 that can withstand a load of a certain level or more can be manufactured. Using the mounting table 30, the building panels 1a and 1b can be easily mounted at a predetermined height. Can be placed.
なお、上記の実施例は本発明の好適な実施の一例であり、本発明の実施例は、これに限定されるものではなく、本発明の要旨を逸脱しない範囲において種々変形して実施することが可能となる。 The above-described embodiment is an example of a preferred embodiment of the present invention. The embodiment of the present invention is not limited to this embodiment, and various modifications may be made without departing from the scope of the present invention. Is possible.
１，１ａ〜１ｃ 建築パネル
２，３ 凸条
１０，５０ 固定部材
２０，３３ ビス
３０ 載置台
３１ キャップ
３２ Ｌ型部材
４０ 断熱材
５１，５２ 端部
６０ 大引き
７０ 根太
DESCRIPTION OF SYMBOLS 1,1a-1c Architectural panel 2,3 Convex 10,50 Fixing member 20,33 Screw 30 Mounting stand 31 Cap 32 L-shaped member 40 Heat insulating material 51,52 End part 60 Large drawing 70 joist
Claims (3)
前記床材パネルと同様に一定の剛性を有する板状の素材が折り曲げられて互いに平行な複数の凸条が形成された波型の建築パネルを、前記凸条による波型断面側の一方が下側となるように直立させ、前記波型断面側の他方である上面側に、断面略コの字状のキャップを被嵌し、該被嵌したキャップ上に床材パネルを載置するための床材パネル載置部材を備えて直立部材を形成し、複数の該直立部材間に前記床材パネルを渡たすことによって該床材パネルを一定の高さに保持することを特徴とする床載置台。 A floor mounting table for forming a floor portion of a building by mounting a corrugated floor panel in which a plate-shaped material having a certain rigidity is bent and a plurality of parallel strips are formed ,
Similar to the floor panel, a corrugated building panel in which a plate-like material having a certain rigidity is folded to form a plurality of parallel ridges, and one of the ridges on the corrugated cross section side is the bottom. A cap having a substantially U-shaped cross section on the upper surface side which is the other side of the corrugated cross section, and for placing a floor panel on the cap A floor comprising a floor panel mounting member, an upright member is formed, and the floor panel is held at a certain height by passing the floor panel between a plurality of the upright members. Mounting table.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2009140855A JP5193955B2 (en) | 2009-06-12 | 2009-06-12 | Floor mounting member and floor mounting table |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2009140855A JP5193955B2 (en) | 2009-06-12 | 2009-06-12 | Floor mounting member and floor mounting table |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| JP2005166797A Division JP4399395B2 (en) | 2005-06-07 | 2005-06-07 | Flooring panels and floors |
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| Publication Number | Publication Date |
|---|---|
| JP2009228422A JP2009228422A (en) | 2009-10-08 |
| JP5193955B2 true JP5193955B2 (en) | 2013-05-08 |
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| JP2009140855A Expired - Fee Related JP5193955B2 (en) | 2009-06-12 | 2009-06-12 | Floor mounting member and floor mounting table |
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| JPS62131513U (en) * | 1986-02-13 | 1987-08-19 | ||
| JPH0211833Y2 (en) * | 1987-02-13 | 1990-04-03 | ||
| JPH06136773A (en) * | 1992-10-23 | 1994-05-17 | Shimizu Corp | Underground floor construction method |
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