JP2007239418A - Construction method of floor surface and support frame by use thereof - Google Patents

Construction method of floor surface and support frame by use thereof Download PDF

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JP2007239418A
JP2007239418A JP2006067374A JP2006067374A JP2007239418A JP 2007239418 A JP2007239418 A JP 2007239418A JP 2006067374 A JP2006067374 A JP 2006067374A JP 2006067374 A JP2006067374 A JP 2006067374A JP 2007239418 A JP2007239418 A JP 2007239418A
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joint
support frame
floor
construction method
hole
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Toshihiro Hiraoka
俊宏 平岡
Yasutaka Hiraoka
靖隆 平岡
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method of a floor surface which can reduce construction time, which eliminates the need for an expert worker, and which can easily provide functions currently required for a floor such as heat insulation, sound insulation performance, permeability, prevention measures for a heat-island phenomenon or the like. <P>SOLUTION: In the construction method of the floor, the support frame 1 is provided to the part corresponding a joint between the finishing materials on the upper main surface by being cut in accordance with an on-site dimension or by piecing a plurality of products at an execution site. The support frame 1 is provided with joint frames 2 which can engage and fix the finishing materials, and which have the joint width continuously or interspersedly and which are bowed outward. After fitting a stone plate 10, which becomes the finishing material, by making use of the joint frames 2, a joint member 12 is introduced into the clearance between the stone plates 10. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、建物の内部、屋上の床、エクステリアの床など床面を施工する施工方法とそれに使用する製品(支持枠体)に関する。   The present invention relates to a construction method for constructing a floor surface such as an interior of a building, a rooftop of a building, an exterior floor, and a product (support frame) used therefor.

従来、建物や外構工事においての石やタイルの工事は下地の上に空練モルタルを敷いた後、石やタイルを専門職が一枚一枚目地間隔を見ながら水糸に沿って貼っていくか、或いはボンドなどで間隔を決めながら施工するのが一般的な施工方法である。   Conventionally, stones and tiles in buildings and exterior construction work are laid with empty mortar on the foundation, and then a professional profession sticks stones and tiles along the water thread while watching the joint spacing one by one. It is a general construction method that works by deciding the interval by going or by bonding.

また、吸水率の高い弾性体の表面に石やタイル等の表層材を予め接着しておき、弾性体にモルタルを含浸させてから弾性体を並べ、全表層体を表面から同一レベルに押さえ込んだ状態でモルタルを硬化させて床を施工することにより、専門職が現場で表層材を一枚一枚目地間隔を見ながら貼る手間を省いた施工方法がある(例えば、特許文献1参照)。
特開2003−301595号公報
In addition, a surface layer material such as stone or tile is bonded in advance to the surface of the elastic body having a high water absorption rate, and the elastic bodies are lined up after impregnating the elastic bodies with mortar, and the entire surface layer body is pressed from the surface to the same level. There is a construction method in which a profession is cured in a state and a floor is constructed, thereby eliminating the trouble of a professional profession sticking the surface layer material one by one while looking at the joint spacing (see, for example, Patent Document 1).
JP 2003-301595 A

ところで、従来の石やタイルを一枚一枚目地間隔を見ながら貼っていく施工方法では、目地の通りなども全ての間隔を一定に美しい床貼りを施工するには長年の経験と卓越した技術が要求され、実際の施工は熟練工や技能を持った職人でなくては行なえないものである。   By the way, in the construction method of pasting stones and tiles one by one while looking at the joint spacing one by one, many years of experience and outstanding technology are required to construct a beautiful floor paste with a uniform spacing on all joints etc. Therefore, the actual construction can only be performed by skilled workers and skilled craftsmen.

また、マンションなどの施工時に空練モルタル用のセメントや砂を施工場所まで運搬することに労力がかかり、必ず下地を作った上に石やタイルを一枚一枚レベルを合わせながら施工することが条件であり施工時間もかかっているため、これらの要因によってコスト低減が出来ない状況にある。   In addition, it takes effort to transport cement and sand for empty mortar to the construction site when constructing an apartment, etc., and it is always necessary to construct stones and tiles one by one on the basis of the groundwork. Because it is a condition and construction time is required, the cost cannot be reduced due to these factors.

更に、施工完了検査時に現場において傷や色違いなどによる貼り替え工事が発生する場合、空練モルタルやボンド接着で施工した場合はその工事に手間、時間がかかりコストも大幅アップとなっている。   Furthermore, when re-installation work occurs due to scratches or color differences at the time of construction completion inspection, when work is performed with dry mortar or bond bonding, the work takes time and time and the cost is greatly increased.

上記特許文献1の方法においては、専門職による石貼りの手間が省けて施工時間も短縮できる利点があるが、床面全体にわたって床面全体をレベル合わせのために押さえ込む作業と機器が必要であり、通常の作業とは別の作業と手間がかかることになり、また、弾性体の表面に予め石が貼ってあるため、これら弾性体の現場への運搬時に石が破損しないように慎重に取り扱う必要があり、更に、現場において施工後に傷や色違いなどが判明した場合、通常の場合より貼り替え工事が困難となってしまう。   In the method of the above-mentioned Patent Document 1, there is an advantage that it is possible to save the labor of stone sticking by professionals and the construction time can be shortened, but work and equipment for pressing down the entire floor surface for level adjustment over the entire floor surface are necessary. It will take time and labor different from normal work. Also, since stones are already pasted on the surface of the elastic body, handle them carefully so that they will not be damaged when transporting them to the site. In addition, if scratches or color differences are found after construction at the site, the replacement work becomes more difficult than usual.

また、最近の住宅やマンションの施工には、空調効率を高めるために断熱床にして保温性を重要視した現場やマンションなどでは下の階の住居への遮音性を求める施工が急増してきている。   In addition, in recent construction of houses and condominiums, there has been a rapid increase in constructions that require sound insulation for the lower-floor dwellings at sites and condominiums where heat insulation is important to increase the air conditioning efficiency. .

更に、事務所物件や一般住宅、マンションのリビング、店舗などの床にも床暖石貼り床などを設置したい要望があり、特に高齢社会となった現在、冬季に浴室や脱衣所、便所等で脳溢血等の症状により倒れ死亡する例が多くこれらの居住部分の暖房対策を検討しなければならない状況にある。   In addition, there are requests to install floor warming stone floors on the floors of office properties, ordinary houses, apartment living rooms, stores, etc., especially in an aging society, especially in the winter, in bathrooms, dressing rooms, toilets, etc. There are many cases of falling and dying due to symptoms such as cerebral overflow, and it is necessary to consider heating measures for these living parts.

一般住宅やマンションのベランダ部分、ビルなどの屋上部分は防水工事が行われ、この上の仕上げに軽くて透水性があり、美観にも優れた石やタイルなどが使用されることが多く防水層に傷を付けない工法開発が要望されており、特に、屋上などの工事は出来るだけ軽い素材によって施工することにより鉄骨部材の経済的な施工を求められ、軽量化することで地震時の安全も重要な課題となっている。   Waterproofing is performed on the veranda part of ordinary houses and condominiums, and rooftop parts of buildings, etc., and the top finish is light and water-permeable, and is often used for stones and tiles with excellent aesthetics. Development of a construction method that does not damage the steel is required.Especially, the construction of rooftops, etc., is made with materials that are as light as possible. It is an important issue.

また、住宅やマンション、公共施設建物、外構においてバリヤフリー対策が高齢化社会を迎えた今日、階段による福祉対策問題が大きな課題となっており、これら階段を簡単に簡易的にスロープに変える必要があるが、車椅子が簡単に登れる施設にするには現在大掛かりな工事が必要であり、簡単には変更できない問題がある。   In addition, as barrier-free measures in housing, condominiums, public buildings, and exteriors have become an aging society, the problem of welfare measures using stairs has become a major issue, and it is necessary to easily and simply change these stairs to slopes. However, a large-scale construction is currently required to make the wheelchair easy to climb, and there is a problem that cannot be changed easily.

更に、これらのスロープをいったん施工した後でスロープが不要になった場合、元の階段に復帰させたい場合があり、これもスロープの取り外し作業に多くの手間やコストがかかることになる。   Furthermore, when the slopes are no longer needed after the slopes have been constructed, there is a case where it is desired to return to the original stairs, which also requires a lot of labor and cost for the slope removal work.

そこでこの発明は上記の諸問題を解決し、施工時間の短縮による施工コストの低減と共に専門職を必要としない床面の施工方法とそれに用いる製品を提供すると共に、床の断熱性、遮音性、更には防水層の仕上げなど排水のための透水床、暖房床、ヒートアイランド現象に対応できる保水性を兼ねた床など、現在床に求められている機能を簡単に提供することができる床面の施工方法とそれに用いる製品を提供するものである。   Therefore, the present invention solves the above-mentioned problems, and provides a floor surface construction method and a product used therefor that reduce the construction cost by shortening the construction time and does not require a professional job, as well as heat insulation of the floor, sound insulation, Furthermore, construction of floors that can easily provide the functions currently required for floors, such as water-permeable floors for drainage, such as finishing of waterproof layers, heated floors, and floors that also have water retention capability that can cope with the heat island phenomenon. A method and a product used for the method are provided.

上記のような課題を解決するための請求項1の発明は、上側主面の仕上げ材間の目地に相当する部分に連続又は点在的に目地幅を有して盛り上がって仕上げ材を嵌めて固定し得るような目地枠を設けた支持枠体を、施工現場にて現場寸法に合わせて切断または複数の製品を継ぎ足して設置し、前記目地枠を利用して仕上げ材をはめ込んだ後、目地材を仕上げ材の隙間に導入する床の施工方法である。   The invention of claim 1 for solving the above-mentioned problem is that the upper part of the upper main surface is swelled continuously or interspersed with the joint width between the finishing parts, and the finishing material is fitted. A support frame provided with a joint frame that can be fixed is installed at the construction site by cutting or adding a plurality of products according to the site dimensions, and after applying the finishing material using the joint frame, This is a floor construction method in which a material is introduced into a gap between finishing materials.

また、請求項2の発明は、上記請求項1の床の施工方法の発明において、支持枠体の仕上げ材間の目地に相当する部分となる目地枠又は上側主面に、孔が複数箇所設けられ、目地材を導入する際、前記孔に目地材を流し込むことにより目地のアンカーとする構成を採用したものである。   The invention of claim 2 is the floor construction method of claim 1, wherein a plurality of holes are provided in the joint frame or the upper main surface, which is a portion corresponding to the joint between the finishing materials of the support frame. In addition, when the joint material is introduced, the joint material is poured into the hole to form a joint anchor.

また、請求項3の発明は、上記請求項1又は2の床の施工方法の発明において、支持枠体の目地枠に、下面まで達する貫通孔が複数箇所設けられ、目地材を導入する前に前記貫通孔に蓋をして目地を施工し、目地の施工後にこの蓋を取り除くことにより床面に透水孔を形成した透水床とする構成を採用したものである。   Further, the invention of claim 3 is the invention of the floor construction method of claim 1 or 2, wherein the joint frame of the support frame is provided with a plurality of through holes reaching the lower surface, and before the joint material is introduced. A construction is adopted in which the through hole is covered and a joint is constructed, and after the joint is constructed, the lid is removed to form a permeable floor in which a permeable hole is formed in the floor surface.

また、請求項4の発明は、上側主面の仕上げ材間の目地に相当する部分に複数の目地棒挿入孔を点在的に設けた支持枠体を、施工現場にて現場寸法に合わせて切断または複数の製品を継ぎ足して設置し、下部がこの目地棒挿入孔に嵌り込み上部が所定の目地幅となる目地棒を目地棒挿入孔に嵌め込み、複数の目地棒間に仕上げ材を嵌め込んで固定した後、目地材を仕上げ材の隙間に導入する床の施工方法である。   According to the invention of claim 4, a support frame body in which a plurality of joint rod insertion holes are provided in portions corresponding to joints between the finishing materials of the upper main surface is arranged at the construction site according to the field dimensions. Cut or install multiple products, the lower part fits into this joint rod insertion hole, the upper part fits the joint rod insertion hole into the joint rod insertion hole, and the finishing material is fitted between the joint rods This is a floor construction method in which the joint material is introduced into the gap between the finishing materials after being fixed in step 1.

また、請求項5の発明は、上記請求項4に記載の床の施工方法の発明において、目地棒には孔が設けられ、目地材を導入する際、前記孔に目地材を流し込むことにより目地のアンカーとする構成を採用したものである。   According to a fifth aspect of the present invention, in the floor construction method according to the fourth aspect of the present invention, the joint rod is provided with a hole, and when the joint material is introduced, the joint material is poured into the hole. The structure used as an anchor is adopted.

また、請求項6の発明は、上記請求項4又は5のいずれかの項に記載の床の施工方法の発明において、目地棒挿入孔が支持枠体の上下面を貫通しており、目地棒には上面から下面まで達する貫通孔が設けられ、目地材を導入する前に前記貫通孔に蓋をして目地を施工し、目地の施工後にこの蓋を取り除くことにより床面に透水孔を形成した透水床とする構成を採用したものである。   The invention of claim 6 is the floor construction method according to any one of claims 4 and 5, wherein the joint rod insertion hole penetrates the upper and lower surfaces of the support frame, Has a through hole that extends from the upper surface to the lower surface. Before introducing the joint material, cover the through hole and apply the joint, and then remove the lid after the joint is installed to form a water-permeable hole on the floor. The construction of the permeable floor is adopted.

また、請求項7の発明は、上記請求項1乃至6のいずれかの項に記載の床の施工方法の発明において、支持枠体の仕上げ材固定部分に下面まで達する貫通孔を開けておき、仕上げ材施工時に貫通孔にグラウト材を流し込み、下面にアンカーボルトが突出した仕上げ材をそのアンカーボルトが貫通孔に入り込むように設置することにより強固な床とする構成を採用したものである。   Further, the invention of claim 7 is the floor construction method according to any one of claims 1 to 6, wherein a through-hole reaching the lower surface is formed in the finishing material fixing portion of the support frame, A construction is adopted in which a grout material is poured into a through-hole at the time of finishing material construction, and a finishing material having an anchor bolt protruding on the lower surface is installed so that the anchor bolt enters the through-hole to make a firm floor.

また、請求項8の発明は、上記請求項1乃至7のいずれかの項に記載の床の施工方法の発明において、下地の上にゴム等の弾性体を点在的に設置し、その上にFRPやGRCその他金属板などの曲げ強度の強い板を置いて下地との間に空気層を作り、その上に支持枠体を設置することにより遮音床とする構成を採用したものである。   The invention according to claim 8 is the floor construction method according to any one of claims 1 to 7, wherein an elastic body such as rubber is scattered on the base, A structure in which a sound insulation floor is formed by placing a strong bending strength plate such as FRP, GRC, or other metal plate on the substrate and creating an air layer between the substrate and a support frame on it is adopted.

また、請求項9の発明は、上記請求項1乃至6のいずれかの項に記載の床の施工方法の発明において、地中に掘った鉄筋挿入孔の中にグラウト材又はコンクリートを流してから、下面にアンカー鉄筋を挿入した枕石を、該アンカー鉄筋を鉄筋挿入孔に挿入することで固定し、枕石の上に支持枠体を設置することにより冬期の凍結による浮き上がりを防止した構成を採用したものである。   The invention of claim 9 is the floor construction method according to any one of claims 1 to 6, wherein the grout material or concrete is poured into the reinforcing bar insertion hole dug in the ground. A structure that prevents the float due to freezing in winter by fixing the pillow stone with the anchor rebar inserted on the bottom surface by inserting the anchor rebar into the rebar insertion hole and installing the support frame on the pillow stone Adopted.

また、請求項10の発明は、上記請求項1乃至9のいずれかの項に記載の床の施工方法の発明において、支持枠体内に発熱体を設置し、その上に伝導性のよい金属板を設置し、その上に仕上げ材を設置してから目地を施工することにより暖房床を施工する構成を採用したものである。   A tenth aspect of the present invention is the floor construction method according to any one of the first to ninth aspects, wherein a heating element is installed in the support frame, and a conductive metal plate is formed thereon. The construction which installs a heating floor by constructing a joint after installing a finishing material on it is adopted.

また、請求項11の発明は、上記請求項3又は6のいずれかの項に記載の床の施工方法の発明において、支持枠体の下部に透水孔と通じる水の貯水部分を設けておき、保水又は吸水部材を該貯水部分と仕上げ材下面までの間に介在させることにより気化熱による温度低下を図る床とする構成を採用したものである。   Further, the invention of claim 11 is the floor construction method according to any one of claims 3 or 6, wherein a water storage portion communicating with the water permeable hole is provided at the lower part of the support frame, A structure is adopted in which a water retention or water absorption member is interposed between the water storage portion and the lower surface of the finishing material to form a floor that lowers the temperature due to heat of vaporization.

また、請求項12の発明は、上記請求項7乃至9のいずれかの項に記載の床の施工方法の発明における目地枠や目地棒挿入孔を設けた支持枠体に代えて、表面が床として仕上げられ目地枠や目地棒挿入孔を設けていない支持枠体を用い、仕上げ材を貼らないで行う構成を採用したものである。   Further, the invention of claim 12 replaces the support frame body provided with joint frames and joint rod insertion holes in the invention of the floor construction method according to any one of claims 7 to 9, and the surface is a floor. The support frame body which is finished as above and which is not provided with the joint frame or joint rod insertion hole is employed, and the construction is performed without attaching the finishing material.

また、請求項13の発明は、上側主面が傾斜面となっており、裏側を階段形状にしてある支持枠体を、階段の上から嵌め込んで設置することにより階段の一部又は全てをスロープ化する構成を採用したものである。   In the invention of claim 13, the upper main surface is an inclined surface, and a support frame having a staircase shape on the back side is fitted and installed from the top of the staircase so that a part or all of the staircase is installed. It adopts a sloped configuration.

また、請求項14の発明は、上記請求項13に記載の床の施工方法の発明において、支持枠体の上側主面に上記請求項1乃至6、又は請求項10のいずれかの項に記載の床の施工方法における目地枠や目地棒挿入孔を設け、目地枠や目地棒に支持枠を嵌め込むことにより階段の一部又は全てを表面に仕上げ材が形成されたスロープ化する構成を採用したものである。   The invention according to claim 14 is the floor construction method according to claim 13, wherein the upper main surface of the support frame is provided with the above-described claim 1 to 6 or claim 10. In the floor construction method, a joint frame and joint rod insertion holes are provided, and a structure in which a finishing material is formed on the surface of part or all of the stairs by fitting a support frame into the joint frame or joint rod is adopted. It is what.

また、請求項15の発明は、上記請求項1に記載の床の施工方法の発明に用いるものであり、上側主面の仕上げ材間の目地に相当する部分に連続又は点在的に目地幅を有して盛り上がって仕上げ材を嵌めて固定し得るような目地枠を設けた支持枠体である。   Further, the invention of claim 15 is used in the invention of the floor construction method of claim 1, and the joint width is continuous or interspersed in a portion corresponding to the joint between the finishing materials of the upper main surface. It is a support frame provided with a joint frame that can be raised and fitted with a finishing material.

また、請求項16の発明は、上記請求項2又は3のいずれかの項に記載の床の施工方法の発明に用いるものであり、上記請求項15に記載の支持枠体の発明において、床完成後に仕上げ材間の目地に相当する部分となる目地枠又は上側主面に、孔又は貫通孔が複数箇所設けられた構成を採用したものである。   The invention of claim 16 is used in the invention of the floor construction method according to any one of claims 2 and 3, and in the invention of the support frame according to claim 15, the floor A structure in which a plurality of holes or through holes are provided in a joint frame or upper main surface, which is a portion corresponding to a joint between finishing materials after completion, is employed.

また、請求項17の発明は、上記請求項4又は5のいずれかの項に記載の床の施工方法の発明に用いるものであり、上側主面の仕上げ材間の目地に相当する部分に複数の目地棒挿入孔が点在的に設けられ、下部がこの目地挿入孔に嵌り込み上部が所定の目地幅となる目地棒を目地棒挿入孔に嵌め込んだ時、複数の目地棒間に仕上げ材を嵌め込んで固定し得るようにした支持枠体である。   The invention of claim 17 is used in the invention of the floor construction method according to any one of claims 4 or 5 above, and a plurality of parts are provided at portions corresponding to joints between the finishing materials on the upper main surface. When the joint rod with the lower part fitted into the joint insertion hole and the upper part with the prescribed joint width is fitted into the joint rod insertion hole, the finish is made between the joint rods. This is a support frame that can be fixed by fitting a material.

また、請求項18の発明は、上記請求項4又は5のいずれかの項に記載の床の施工方法の発明に用いるものであり、請求項17に記載の支持枠体の発明において、2種類以上の異なる目地幅による異なる目地の位置に対応した2種類以上の目地棒挿入孔が設けられ、施工する目地幅に応じた目地棒挿入孔に上部が対応する目地幅となった目地棒を挿入可能としてある構成を採用したものである。   The invention of claim 18 is used for the invention of the floor construction method according to any one of claims 4 and 5, and in the invention of the support frame according to claim 17, there are two types. Two or more types of joint rod insertion holes corresponding to the positions of different joints due to the different joint widths are provided, and joint rods with joint widths corresponding to the upper part are inserted into the joint rod insertion holes according to the joint joint width to be constructed. A possible configuration is adopted.

また、請求項19の発明は、上記請求項6に記載の床の施工方法に用いるものであり、請求項17又は18のいずれかの項に記載の支持枠体であって、目地棒挿入孔が支持枠体の上下面を貫通しており、目地棒には上面から下面まで達する貫通孔が設けられた構成を採用したものである。   The invention according to claim 19 is used for the floor construction method according to claim 6, and is the support frame body according to any one of claims 17 or 18, wherein the joint rod insertion hole is Is configured to penetrate the upper and lower surfaces of the support frame, and the joint rod is provided with a through hole extending from the upper surface to the lower surface.

また、請求項20の発明は、上記請求項7に記載の床の施工方法の発明に用いるものであり、上記請求項15乃至19のいずれかの項に記載の支持枠体の発明において、仕上げ材設置箇所に下面まで達する貫通孔が複数箇所設けられた構成を採用したものである。   The invention of claim 20 is used for the invention of the floor construction method of claim 7, and in the invention of the support frame body of any one of claims 15 to 19, A configuration is adopted in which a plurality of through holes reaching the lower surface are provided at the material installation location.

また、請求項21の発明は、上記請求項7に記載の床の施工方法の発明に用いるものであり、上記請求項20に記載の支持枠体に嵌め込まれる仕上げ材であって、該支持枠体の仕上げ材設置箇所の貫通孔に合致する下面の位置に、アンカーボルトを螺合するナットが設けられている仕上げ材である。   The invention of claim 21 is used for the invention of the floor construction method according to claim 7, and is a finishing material fitted into the support frame body according to claim 20, which is the support frame. It is a finishing material in which a nut for screwing an anchor bolt is provided at a position of a lower surface that matches a through hole of a body finishing material installation location.

また、請求項22の発明は、上記請求項12に記載の仕上げ材を貼らずに行う床の施工方法に使用する発明に用いるものであり、上記請求項15又は16のいずれかの項に記載の支持枠体の発明における目地枠を設けずに表面が床として仕上げられている構成を採用したものである。   The invention of claim 22 is used for an invention used for a floor construction method performed without applying the finishing material of claim 12, and is described in any one of claims 15 or 16. In the invention of the support frame, a configuration is adopted in which the surface is finished as a floor without providing the joint frame.

また、請求項23の発明は、上記請求項13に記載の床の施工方法に使用するものであって、上側主面が傾斜面となっており、裏側を階段形状にしてあり、階段の上から嵌め込んで設置することにより階段の一部又は全てをスロープ化する床の施工方法に使用する支持枠体である。   The invention of claim 23 is used in the floor construction method according to claim 13, wherein the upper main surface is an inclined surface, the back side is a staircase shape, It is the support frame used for the construction method of the floor which makes a part or all of the staircase into a slope by being fitted and installed.

また、請求項24の発明は、上記請求項23の支持枠体の発明において、裏面の階段形状部分に、高さ調整調整機能を有する構成を採用したものである。   In the invention of claim 24, in the invention of the support frame of claim 23, a structure having a height adjustment adjustment function is adopted in the stepped portion on the back surface.

上記したこの発明において、仕上げ材とは、現場で職人が現場で一枚一枚貼り付けて床面を仕上げるもので、石やタイル、木等の従来から床の仕上げに一般的に用いられているものが挙げられる。   In the present invention described above, the finishing material is a material that craftsmen stick to each other on site to finish the floor, and is generally used for finishing floors such as stones, tiles, and wood. The thing that is.

支持枠体としては、現場での運搬や取扱を考慮し、軽量部材である、発泡樹脂、FRP、GRC、発泡ゴム、プラスチック、軽金属等の軽くて成型が容易にできる素材からなり、工場で事前に製造しておくもので、これを現場に搬入して設置する。   The support frame is made of a lightweight material that can be easily molded, such as foamed resin, FRP, GRC, foamed rubber, plastic, and light metal, in consideration of on-site transportation and handling. It will be manufactured at the site and will be installed on site.

支持枠体の上側主面に盛り上がって設けられた目地枠は、仕上げ材を嵌め込んだ時にしっかり固定できるものであれば目地部分に連続的に設けても、点在的に設けてもどちらでも良い。また、仕上げ材を嵌め込んだ時に目地材を導入するための目地深さを確保出来る程度の盛り上がりとしておく。   The joint frame provided on the upper main surface of the support frame body can be either continuously provided on the joint part or scatteredly provided that it can be firmly fixed when the finishing material is fitted. good. Moreover, it is set as the excitement which can ensure the joint depth for introducing a joint material when a finishing material is inserted.

これらの施工は支持枠体が軽量なので、従来のように重たいセメントや砂を運ぶ必要がなくなり、その後仕上げ材のはめ込み作業を行い、仕上げ材の間に目地材を塗りこみ、目地の施工が完了すれば床の施工は完了する。   Since these support frames are lightweight, it is no longer necessary to carry heavy cement or sand as before, and then the finishing material is fitted and the joint material is applied between the finishing materials. Then the floor construction is complete.

以上のように、請求項1の床の施工方法の発明や請求項15の支持枠体の発明によると、床の施工において、従来のように現場に重たいセメントや砂を運ぶことは必要なく、支持枠体に仕上げ材をはめ込めば美しい目地が構築でき、専門工を必要としないで短工期が実現でき、メンテナンスも簡単で施工費が大幅に低減される。   As described above, according to the invention of the floor construction method of claim 1 and the invention of the support frame body of claim 15, it is not necessary to carry heavy cement or sand to the site as in the past in the construction of the floor, By fitting the finishing material into the support frame, a beautiful joint can be constructed, a short construction period can be realized without the need for specialized workers, maintenance is easy, and construction costs are greatly reduced.

また、施工完了検査時に現場において傷や色違いなどによる貼り替えが生じても、従来のように最初から再度セメントによる施工をせずとも仕上げ材を支持枠体から外して再度嵌め込むだけで配置されるので、貼り替え作業が容易となり、更に、予め仕上げ材を一体化した床材を現場に運んで施工するものに比較しても、従来の作業と同様に仕上げ材を現場で嵌め込むので、現場での仕上げ材の選択・変更が容易で作業の柔軟性が向上する。   In addition, even if there is a change in the site due to scratches or color differences at the time of construction completion inspection, it is only necessary to remove the finishing material from the support frame and refit it without re-installing with cement from the beginning. As a result, it is easy to re-paste, and even if compared with the floor material integrated with the finishing material in advance, the finishing material is fitted on-site in the same way as conventional work. In addition, it is easy to select and change finishing materials on site, and work flexibility is improved.

更に、この工法を利用すれば、素人でも床面の施工が可能となり、専門職不足による建設業界の大きな問題点の解消にも寄与すると共に、支持枠体の材質を発泡樹脂その他軽量材質から適宜選択すれば、断熱性、遮音性等を有する床面が簡単に得られることになる。   Furthermore, if this method is used, even an amateur can construct the floor, contributing to the elimination of major problems in the construction industry due to the lack of professionals, and the material of the support frame from foamed resin or other lightweight materials as appropriate. If selected, a floor surface having heat insulation properties, sound insulation properties and the like can be easily obtained.

また、本発明の支持枠体の材料に発泡樹脂下地材を使用した場合と、従来のコンクリート下地に石やタイルなどの仕上げ材を貼った床とでは、歩行時の膝などへの負担が異なり人体に対して健康的な床を提供することになる。   In addition, when using a foam resin base material for the material of the support frame of the present invention and a floor in which a finishing material such as stone or tile is pasted on a conventional concrete base, the burden on the knee or the like during walking is different. It will provide a healthy floor for the human body.

次に、請求項2の床の施工方法の発明や請求項16の支持枠体の発明によれば、目地材が支持枠体の孔に入り込んでアンカーの役目を果たすので目地の脱落等が無くなり、また、請求項3の床の施工方法の発明によれば、透水床が容易に作成でき、軽量な支持枠体であることと共に、ビルの屋上、ベランダ、浴室など床面等が軽量であり、かつ排水性が求められる場所に適した施工となる。   Next, according to the invention of the floor construction method of claim 2 and the invention of the support frame body of claim 16, the joint material enters the hole of the support frame body and plays the role of an anchor, so that the joint is not dropped off. In addition, according to the invention of the floor construction method of claim 3, the permeable floor can be easily created and is a lightweight support frame, and the floor surface of the building roof, veranda, bathroom, etc. is lightweight. In addition, the construction is suitable for places where drainage is required.

また、請求項4の床の施工方法の発明や請求項17の支持枠体の発明によれば、請求項1や請求項15の発明と同様の効果を有すると共に、支持枠体に目地枠の盛り上がりに代えて目地棒挿入孔を設けるだけで良いので、支持枠体の製造において上面が平面の支持枠体を製造でき、1つの支持枠体の型で種々の目地幅や仕上げ材寸法の支持枠体が製造できるので製造コストが安くなり、特に、請求項18の支持枠体の発明によれば、1つの支持枠体で現場にて用途に合った目地幅に変更したり、他の目地幅の床面に流用したりできるので、利便性が向上する。   Further, according to the invention of the floor construction method of claim 4 and the invention of the support frame body of claim 17, the effect similar to that of the invention of claim 1 and claim 15 is obtained, and the joint frame is provided on the support frame body. Since it is only necessary to provide joint rod insertion holes instead of bulging, it is possible to produce a support frame having a flat upper surface in the production of the support frame, and support various joint widths and finishing material dimensions with a single support frame mold. Since the frame can be manufactured, the manufacturing cost is reduced. In particular, according to the invention of the support frame of claim 18, the joint width can be changed to a joint width suitable for the application in the field with one support frame, or the other joint can be manufactured. Convenience is improved because it can be used on a floor with a width.

次に、請求項5の床の施工方法によれば、請求項2の発明と同様に、目地材が目地棒の孔に入り込んでアンカーの役目を果たすので目地の脱落等が無くなりの効果を生じ、また、請求項6の床の製造方法の発明や請求項19の支持枠体の発明によれば、請求項3や請求項16の発明と同様、透水床が容易に作成でき、軽量な支持枠体であることと共に、ビルの屋上、ベランダ、浴室など床面等が軽量であり、かつ排水性が求められる場所に適した施工となる。   Next, according to the floor construction method of claim 5, as in the invention of claim 2, since the joint material enters the hole of the joint rod and plays the role of an anchor, the effect of eliminating the dropout of the joint is produced. Further, according to the invention of the manufacturing method of the floor of claim 6 and the invention of the support frame body of claim 19, the permeable floor can be easily made and the lightweight support, as in the invention of claim 3 and claim 16. In addition to being a frame, the construction is suitable for places where floors such as rooftops, verandas, and bathrooms are lightweight and require drainage.

また、請求項11の床の製造方法の発明によれば、透水孔を通じて貯めた水を保水又は吸水部材によって浸透させることで仕上げ材下面まで導き、気化熱により床の温度低下を図ることで夏期の床温度を下げることができ、近年温暖化防止対策として取り上げられてる都会のヒートアイランド現象の低減に貢献することができる。   Further, according to the invention of the floor manufacturing method of claim 11, the water stored through the water permeable holes is introduced to the lower surface of the finishing material by permeating with the water retaining or water absorbing member, and the temperature of the floor is lowered by the heat of vaporization in the summer. This can contribute to the reduction of urban heat island phenomenon, which has been taken up as a measure against global warming in recent years.

また、請求項7の床の施工方法の発明や請求項20の支持枠体の発明によれば、床面に加わる荷重を、仕上げ材からアンカーボルトを通じて下地に直接伝えるので、荷重に対して強い床面となり、長期の繰り返し荷重が加わることによる支持枠体の圧縮による床面のへこみや沈下、下地材の万一の変形による仕上げ材の傾きなどが無くなる。   Further, according to the invention of the floor construction method of claim 7 and the invention of the support frame body of claim 20, the load applied to the floor surface is directly transmitted from the finishing material to the base through the anchor bolt, so it is strong against the load. It becomes a floor surface, and dents and sinking of the floor surface due to compression of the support frame due to a long-term repeated load, and inclination of the finishing material due to an unexpected deformation of the base material are eliminated.

また、請求項21の仕上げ材の発明によれば、上記の荷重に対して強い床面とする施工方法に用いられる、下面からアンカーボルトが突出した仕上げ材を、使用前はナットからアンカーボルトを取り外しておいて、施工時に現場にてアンカーボルトを取り付けることで、仕上げ材の運搬時にはアンカーボルトが邪魔にならないようにできる。   Moreover, according to the invention of the finishing material of claim 21, the finishing material in which the anchor bolt protrudes from the lower surface used in the construction method for making the floor surface strong against the load described above, and the anchor bolt from the nut before use is used. By removing and attaching the anchor bolt on site at the time of construction, the anchor bolt can be kept out of the way when carrying the finishing material.

また、請求項8の床の施工方法の発明によれば、住宅やマンションに適した断熱性能と共に遮音性が高い床面が構築でき、また、請求項9の床の施工方法の発明によれば、冬期凍結して浮き上がりが生じるような場所についても、床面が強固に地面に固定されて浮き上がりが生じない床面が構築でき、また、請求項10の床の施工方法の発明によれば、浴室や脱衣所、便所、リビング、店舗、事務所、病院や駅の待合室などに適した暖房床が安く容易に施工でき、これからの高齢化社会に大きな貢献ができる。   Moreover, according to the invention of the floor construction method of claim 8, a floor surface having high sound insulation and a heat insulation performance suitable for a house or a condominium can be constructed, and according to the invention of the floor construction method of claim 9. In addition, even in places where freezing occurs during freezing in the winter, the floor surface can be firmly fixed to the ground, and a floor surface that does not float can be constructed, and according to the invention of the floor construction method of claim 10, Heating floors suitable for bathrooms, dressing rooms, toilets, living rooms, shops, offices, hospitals and station waiting rooms can be easily and inexpensively constructed, which can greatly contribute to the aging society.

また、請求項12の床の施工方法の発明や請求項22の支持枠体の発明によれば、仕上げ材の貼付作業も必要なく、低コストが必要な場合の施工に適することになる。   In addition, according to the invention of the floor construction method of claim 12 and the invention of the support frame body of claim 22, it is suitable for construction when a low cost is required without requiring a pasting operation of the finishing material.

また、請求項13の床の施工方法の発明や請求項23の支持枠体の発明によれば、一般住宅、公共公園や道路、駅などの既設階段が瞬時に簡易スロープになり、身体障害者の人や老人の生活に大きく貢献できることになり、車椅子が必要なくなった場合にも容易に元の階段に復帰させることができる。   In addition, according to the invention of the floor construction method of claim 13 and the invention of the support frame of claim 23, the existing stairs such as ordinary houses, public parks, roads, stations, etc. become instantly simple slopes, and the disabled Can greatly contribute to the lives of the elderly and the elderly, and even when the wheelchair is no longer needed, it can be easily returned to the original stairs.

また、請求項14の床の施工方法の発明によれば、階段の傾斜部分にも目地枠や目地棒により仕上げ材を保持して綺麗に仕上げたり、発熱体を挟んで暖房機能を入れたりすることができる。   In addition, according to the invention of the floor construction method of claim 14, the finishing material is also held beautifully by the joint frame and joint rod on the inclined portion of the stairs, or the heating function is put in between the heating elements. be able to.

また、請求項24の支持枠体の発明によれば、階段と支持枠体の隙間を高さ調整機能により調整することで階段に設置したときにがたつかず、更に、種々のどのような階段に適用することができる汎用性が生じる。   Further, according to the invention of the support frame of claim 24, the gap between the stairs and the support frame is adjusted by the height adjustment function so that it does not rattle when installed on the stairs. Versatility that can be applied to

[目地のアンカー工法の施工例]
図1(A)(B)(C)に示す支持枠体1は、発泡樹脂等の軽量な材料からなり、矩形状の平板形状の一方主面(上側)には、所定の目地幅を有して縦横に交差して盛り上がった目地枠2により区画され、それぞれ石やタイル等の仕上げ材が入り込む凹部3が複数箇所設けられており、また目地枠2には、所定間隔で上下に貫通し下部で広がった貫通孔4が設けられており、支持枠体1の一辺端部には縁石等を設置するための横長凹部5が、両側端部には幅木取り付け溝6が設けられている。
[Example of joint anchor construction]
The support frame 1 shown in FIGS. 1A, 1B, and 1C is made of a lightweight material such as foamed resin, and has a predetermined joint width on one main surface (upper side) of a rectangular flat plate shape. Then, a plurality of recesses 3 are provided, each of which is divided by a joint frame 2 that crosses vertically and horizontally and into which finishing materials such as stones and tiles enter, and the joint frame 2 penetrates vertically at predetermined intervals. A through-hole 4 that extends at the bottom is provided, a horizontally long recess 5 for installing a curbstone or the like is provided at one end of the support frame 1, and a baseboard mounting groove 6 is provided at both ends. .

この支持枠体1の大きさは、特に限定されるものではないが、一人の人間が容易に持ち運び出来る程度の大きさと重さにしておき、例えば、大きさとしては60cm×60cm〜1.5m×1.5m程度、厚み50〜300mmとしておき、重量としては、1つで20kgを超えない程度としておけば良い。なお、戸建住宅の素材には防白蟻素材を使用する。   The size of the support frame 1 is not particularly limited, but is set to a size and a weight that can be easily carried by one person, for example, 60 cm × 60 cm to 1.5 m as a size. The thickness may be about 1.5 m and the thickness may be 50 to 300 mm, and the weight may not exceed 20 kg. In addition, white ant material is used for the material of the detached house.

そして、広い面積の床を施工する場合は、複数の支持枠体1を並べて施工するようにするが、この場合、床の端部に使用しない接続用の支持枠体1であれば、縁石等を設置するための横長凹部5や幅木取り付け溝6が不要であるので、これらを省略した支持枠体1を予め製作して用意しておけば良く、また、発泡樹脂製であることから、横長凹部5や幅木取り付け溝6を現場で切断して取り外しても良く、更には、端部に設置する支持枠体1を床面積に合わせて任意の部分(例えば凹部3の途中)で削り取っても良い。切断は細い電熱線を利用すれば簡単に早く切断作業が完了し、従来のコンクリートのようなハツリ作業はなくなる。この場合は、仕上げ材も切断された凹部3の大きさに合わせて切断することになる。   And when constructing a floor having a large area, a plurality of support frames 1 are arranged side by side. In this case, if the support frame 1 is not used for an end of the floor, a curbstone or the like is used. Since the horizontal recess 5 and the baseboard mounting groove 6 are not necessary, it is only necessary to prepare and prepare the support frame 1 in which these are omitted in advance, and because it is made of foamed resin, The horizontal recess 5 and the baseboard mounting groove 6 may be cut and removed on site, and the support frame 1 installed at the end is scraped off at an arbitrary portion (for example, in the middle of the recess 3) according to the floor area. May be. If a thin heating wire is used for the cutting, the cutting operation can be completed quickly and easily, and there is no need for a conventional chipping operation like concrete. In this case, the finishing material is also cut according to the size of the cut recess 3.

また、支持枠体1の接続は同じ高さの位置に切り込みを作っておき、ここに樹脂や金属プレートを差し込んで接続すれば容易にレベルが伴った接続ができ、大きな場所の施工も簡単に行え、屋外で使用する場合にも風で吹き飛ばされるような問題はなくなる。   In addition, the support frame 1 can be connected at the same height, and a level or level can be easily established by inserting a resin or metal plate and connecting it. Yes, there is no problem of being blown away by the wind even when used outdoors.

図2(A)(B)(C)は、上記支持枠体1を用いた床面の形成方法を示すものであり、まず、支持枠体1の設置前に、この支持枠体1を平滑に取り付けられるように下地を平面に仕上げておくが、コンクリート床7の上に例えば流動剤を流せば自動的に硬化して平滑に下地ができるレベル材8を流し水平面を作り、レベル材8の硬化後、その上に図1で示した支持枠体1を設置する(図2(A))。なお、水平を出すためにレベル材8でなく、空練りモルタルやコンクリート下地を用いて水平を出してもよい。   2A, 2B, and 2C show a method of forming a floor surface using the support frame 1. First, the support frame 1 is smoothed before the support frame 1 is installed. The ground surface is finished so that it can be attached to the surface. However, for example, if a flow agent is poured on the concrete floor 7, the level material 8 that automatically hardens and forms a smooth ground surface is flown to create a horizontal surface. After the curing, the support frame body 1 shown in FIG. 1 is installed thereon (FIG. 2A). In addition, in order to level out, you may level out using not the level material 8 but empty kneaded mortar and a concrete foundation.

レベル材8からなる下地と支持枠体1は接着剤等により固定するが、これらの施工は支持枠体1が軽量なので、従来のように重たいセメントや砂を運ぶ必要がなくなる。なお、点検時の床下の解体等が必要となる場合は、下地と支持枠体1を接着しない場合もある。また、仕上げ材の厚みが異なる場合は、支持枠体1と仕上げ材間にコーキング材などを塗布して調整する。   The base made of the level material 8 and the support frame 1 are fixed with an adhesive or the like. However, since the support frame 1 is lightweight in these constructions, it is not necessary to carry heavy cement or sand as in the prior art. In addition, when it is necessary to dismantle under the floor at the time of inspection, the base and the support frame 1 may not be bonded. Further, when the thicknesses of the finishing materials are different, adjustment is performed by applying a caulking material or the like between the support frame 1 and the finishing material.

なお、図示していないが、前述のように、施工場所の大きさが支持枠体1と異なる場合は、支持枠体1を切断したり別の支持枠体を追加して加工寸法に合わせて敷き詰める。   In addition, although not shown in figure, when the magnitude | size of a construction place differs from the support frame 1 as mentioned above, the support frame 1 is cut | disconnected or another support frame is added, and it matches with a process dimension. Lay down.

次に、支持枠体1の凹部3内底面に接着剤9(又はコーキング)を塗布した後、各凹部3内に仕上げ材となる石平板10を設置してゆき、幅木取り付け溝6には、幅木11を挿入する(図2(B))。なお、石平板10は接着剤を用いずに凹部3に嵌め込まれるだけの場合もある。   Next, after applying adhesive 9 (or caulking) to the bottom surface of the recess 3 of the support frame 1, a stone plate 10 as a finishing material is installed in each recess 3, The baseboard 11 is inserted (FIG. 2B). In some cases, the stone flat plate 10 is merely fitted into the recess 3 without using an adhesive.

もちろん、支持枠体1が凹部3の途中で切断されている部分は、それに合わせて切断された石平板10を用いる。   Of course, the part in which the support frame 1 is cut in the middle of the recess 3 uses a stone flat plate 10 cut according to the cut.

支持枠体1の凹部3の形状と仕上げ材の石平板10は同じ寸法なので、嵌め込むだけで簡単に美しい仕上がりが自動的に確保され、従来のように専門工でなくても工事が出来ることにより大幅なコストダウンが可能となると共に、現場での騒音、埃、残材などの環境公害問題が解消される。   Since the shape of the concave portion 3 of the support frame 1 and the stone plate 10 of the finishing material are the same size, a beautiful finish can be automatically ensured simply by fitting, and work can be done without being a specialist as in the past. As a result, the cost can be greatly reduced, and environmental pollution problems such as noise, dust, and remaining materials at the site can be solved.

その後、各石平板10間の隙間(目地枠2の部分)に基本的には弾性モルタルやコーキングからなる目地材12を入れる。目地材12は貫通孔4にも入り込み、下部の拡大部にも達する(図2(C))。   Thereafter, joint material 12 made of elastic mortar or caulking is basically placed in the gap between the stone plates 10 (part of joint frame 2). The joint material 12 also enters the through-hole 4 and reaches the lower enlarged portion (FIG. 2C).

この施工例のように、目地枠2の存在により目地深さが浅くなるため、目地の剥離などが生じるおそれがあるが、この目地材12が貫通孔4に入り込んで固まって一体化することにより、目地全体が外れないアンカーの役目を果たすことになる。   As in this construction example, the joint depth becomes shallow due to the presence of the joint frame 2, and there is a possibility that the joint will peel off. However, the joint material 12 enters the through-hole 4 and solidifies and integrates. It will serve as an anchor that prevents the entire joint from coming off.

図3は完成した床面の平面図であり、13は框石、14は壁ボードである。なお、図示していないが床面積が広い場合、複数の支持枠体1を縦横に接続して床面が形成され、その場合は支持枠体1の横長凹部5や幅木取り付け溝6は切断されて支持枠体1同士が連結され、框石13や壁ボード14は必要な部分に配置されることになる。   FIG. 3 is a plan view of the completed floor surface, wherein 13 is a meteorite and 14 is a wall board. Although not shown, when the floor area is large, a plurality of support frame bodies 1 are connected vertically and horizontally to form a floor surface. In this case, the horizontally long recess 5 and the baseboard mounting groove 6 of the support frame body 1 are cut. As a result, the support frames 1 are connected to each other, and the meteorite 13 and the wall board 14 are arranged at necessary portions.

なお、この実施形態の場合、目地枠2は目地形成部分全てに連続して形成されて完全な凹部が形成されているが、目地枠2は必ずしも目地形成部分全部に設けなくて、石平板10を嵌め込んで固定できさえすれば部分的に設けても良く、例えば図中凹部3に該当する四角形状の部分の四隅のみに部分的に設けたり、四辺に部分的に設けるようにしても良い。   In the case of this embodiment, the joint frame 2 is continuously formed in all joint formation portions to form complete recesses, but the joint frame 2 is not necessarily provided in all joint formation portions, and the stone plate 10 May be provided as long as it can be fitted and fixed. For example, it may be provided partially only at the four corners of the rectangular portion corresponding to the recess 3 in the drawing, or may be provided partially on the four sides. .

また、上記の場合、目地枠2に設けた貫通孔4も、必ずしも目地枠2の上面のみに設けなくても、支持枠体1の目地となる予定部分に設けておいても目地材12が孔に入り込めばアンカーの役目をするし、また、この実施形態では下面まで貫通する孔としたが、目地材12が入り込む形状と大きさであれば底まで貫通しない有底孔であっても良い。   In the above case, the through hole 4 provided in the joint frame 2 is not necessarily provided only in the upper surface of the joint frame 2, but the joint material 12 may be provided in a planned portion serving as a joint of the support frame 1. In this embodiment, it is a hole that penetrates to the lower surface. However, if the shape and size of the joint material 12 enter, it may be a bottomed hole that does not penetrate to the bottom. good.

[透水床の施工例]
図4(A)(B)(C)は、上記図1で示した支持枠体1を用いて透水床面を形成する方法を示すものであり、まず、図2の場合と同様、支持枠体1の設置前に、コンクリート床7の上にレベル材8(又は空練りモルタル)を流し水平面を作り、レベル材8の硬化後、その上に支持枠体1を設置する(図4(A))。
[Example of construction of permeable floor]
4 (A), 4 (B), and 4 (C) show a method for forming a permeable floor surface using the support frame body 1 shown in FIG. 1, and first, as in the case of FIG. 2, the support frame Before the body 1 is installed, the level material 8 (or empty kneaded mortar) is poured on the concrete floor 7 to create a horizontal plane. After the level material 8 is cured, the support frame 1 is installed thereon (FIG. 4 (A )).

次に、支持枠体1の凹部3内底面に接着剤9を塗布した後、各凹部3内に仕上げ材となる石平板10を設置してゆき、幅木取り付け溝6には、幅木11を挿入すると共に、目地枠2の上面の貫通孔4の上部開口部をプラステック製角材等からなる栓15を蓋として用いて塞いでおく(図4(B))。   Next, after applying the adhesive 9 to the bottom surface of the recess 3 of the support frame 1, a stone plate 10 as a finishing material is installed in each recess 3, and the baseboard 11 is placed in the baseboard mounting groove 6. Is inserted, and the upper opening of the through hole 4 on the upper surface of the joint frame 2 is closed using a plug 15 made of plastic tech square material or the like as a lid (FIG. 4 (B)).

その後、各石平板10間の隙間に目地材12を入れる。目地材12は各石平板10の隙間を埋めるが、栓15の存在により貫通孔4には入り込まない。   Thereafter, the joint material 12 is put in the gap between the stone plates 10. The joint material 12 fills the gaps between the stone plates 10, but does not enter the through hole 4 due to the presence of the plug 15.

目地材12が固化した後、栓15を取り去れば、貫通孔4の上面が開口し、雨水等を下に通す透水床となる。この場合、支持枠体1が発泡樹脂で吸水しない柔らかい材質であるので防水状態であり、支持枠体1を痛めることはない。   If the plug 15 is removed after the joint material 12 is solidified, the upper surface of the through hole 4 is opened, and a permeable floor through which rainwater or the like passes is formed. In this case, since the support frame 1 is a soft material that does not absorb water with the foamed resin, it is waterproof and does not damage the support frame 1.

なお、予め貫通孔4の下部拡大部を隣り合う貫通孔4同士で繋いで溝状にしておけば、この部分が水の排出のための通水路16となる。   In addition, if the lower expansion part of the through-hole 4 is previously connected by the adjacent through-holes 4 and made into a groove shape, this part becomes the water flow path 16 for discharging water.

この通水路16に流れ込んだ水を貯水する貯水部分として利用し、石平板10の裏側に保水性の高い繊維やこれに類する材料(図示せず)を貼っておき、この部分と通水路16の間にも、同様の保水性や吸水性の高い材料を貼り付け又は支持枠体1内に埋め込む等の手段で介在させるようにしておけば、貯水部分としての通水路16から水が石平板10の部分まで吸い上げられて、石平板10は常に保水状態を保ち、気化熱による床面温度の低下によりヒートアイランド現象を防止できる床とすることもできる。   The water flowing into the water passage 16 is used as a water storage portion for storing water, and a fiber having high water retention or a similar material (not shown) is pasted on the back side of the stone plate 10, and this portion and the water passage 16 are connected. In the meantime, if a similar material having high water retention or water absorption is attached or interposed by means such as embedding in the support frame 1, the water is transferred from the water passage 16 as the water storage portion to the stone plate 10. Thus, the stone flat plate 10 can always be kept in a water retaining state and can be a floor that can prevent the heat island phenomenon due to a decrease in floor surface temperature due to heat of vaporization.

図5は、図1の支持枠体1を用いて行った透水床の完成平面図であり、床面の目地部分に貫通孔4の上部開口が露出しており、この部分を通じて雨水等が床下に排出されることになる。   FIG. 5 is a completed plan view of the permeable floor performed using the support frame body 1 of FIG. 1. The upper opening of the through hole 4 is exposed at the joint portion of the floor surface, and rainwater and the like are below the floor through this portion. Will be discharged.

なお、この実施形態の場合も、目地枠2は必ずしも目地形成部分全部に設けなくて、石平板10を嵌め込んで固定できさえすれば部分的に点在して設けても良い。   In this embodiment as well, the joint frame 2 is not necessarily provided in all joint formation portions, and may be provided in a partly scattered manner as long as the stone flat plate 10 can be fitted and fixed.

また、上記の場合、栓15による蓋の作業を考慮し、貫通孔4は部分的に設けられた目地枠2の上面に設けておくが、支持枠体1の目地となる予定部分のうち目地枠2が形成されない部分に孔(貫通孔)を別途設けておいて栓15で蓋をしないようにすれば、目地材12がこの孔に入り込むことで、図2や図3で示した目地のアンカーの役目を行うことになる。   In the case described above, the through hole 4 is provided on the upper surface of the joint frame 2 provided partially in consideration of the work of the lid with the stopper 15. If a hole (through hole) is separately provided in a portion where the frame 2 is not formed and the lid 15 is not covered with the plug 15, the joint material 12 enters the hole, so that the joints shown in FIGS. It will serve as an anchor.

もちろん、目地枠2に形成された貫通孔4を全て透水孔として利用せずに、一部の貫通孔4に栓15で蓋をせずに作業を行い、目地のアンカーとして用いても良い。   Of course, it is also possible to use the through holes 4 formed in the joint frame 2 as the anchors of joints by not using all the through holes 4 as the water permeable holes and without covering the partial through holes 4 with the plugs 15.

[他の材質からなる支持枠体を用いた施工例]
図6(A)(B)(C)に示す支持枠体17は、プラステックやGRC、FRP、ゴム、軽金属などの比較的曲げ強度が強い素材で製作した場合であって、図1における支持枠体1と同様の部分を同一の符号を付して説明すれば、矩形状の平板形状の一方主面(上側)には、縦横に交差して盛り上がった目地枠2により区画され、それぞれ石やタイル等の仕上げ材が入り込む凹部3が複数個規則正しく配列されて設けられているが、この支持枠体17の目地枠2には、図1の支持枠体1のような貫通孔4は設けられていない。
[Example of construction using a support frame made of other materials]
The support frame 17 shown in FIGS. 6A, 6B, and 6C is a case where the support frame 17 is made of a material having a relatively high bending strength, such as plastics, GRC, FRP, rubber, and light metal. If the same part as the frame 1 is described with the same reference numerals, one main surface (upper side) of a rectangular flat plate is partitioned by a joint frame 2 that swells vertically and horizontally, A plurality of concave portions 3 into which finishing materials such as tiles and the like enter are regularly arranged. The joint frame 2 of the support frame 17 is provided with a through hole 4 like the support frame 1 of FIG. It is not done.

また支持枠体17の一辺端部には縁石等を設置するための横長凹部5が、両側端部には幅木取り付け溝6が設けられている点は、図1の支持枠体1と同様である。   Further, the support frame body 17 is provided with a horizontally long recess 5 for installing a curb or the like at one end of the support frame 17, and a baseboard mounting groove 6 at both ends, similar to the support frame 1 of FIG. 1. It is.

支持枠体17の他方主面(下側)には、上部凹部3に対応する位置に設けられた下向き凹部内に発泡樹脂18が断熱材として固定されており、また、プラステックやGRC、FRP、ゴム、軽金属などの素材で製作された支持枠体17の重量の軽量化にも役立っている。   On the other main surface (lower side) of the support frame body 17, a foamed resin 18 is fixed as a heat insulating material in a downward concave portion provided at a position corresponding to the upper concave portion 3, and plastics, GRC, FRP The support frame 17 made of a material such as rubber or light metal is also useful for reducing the weight.

図7(A)(B)(C)は、上記支持枠体17を用いた床面の形成方法を示すものであり、まず、支持枠体17の設置前に、コンクリート床7の上にレベル材8(又は空練りモルタル)を流し水平面を作り、レベル材8の硬化後、その上に図1で示した支持枠体17を設置する(図7(A))。   FIGS. 7A, 7B and 7C show a method of forming a floor surface using the support frame 17, and first, the level is placed on the concrete floor 7 before the support frame 17 is installed. The material 8 (or empty kneaded mortar) is poured to make a horizontal surface, and after the level material 8 is cured, the support frame body 17 shown in FIG. 1 is placed thereon (FIG. 7A).

次に、支持枠体17の凹部3内底面に接着剤9を塗布した後、各凹部3内に仕上げ材となる石平板10を設置してゆき、幅木取り付け溝6には、幅木11を挿入する(図7(B))。   Next, after the adhesive 9 is applied to the bottom surface of the recess 3 of the support frame 17, a stone plate 10 as a finishing material is installed in each recess 3, and the skirting board 11 is placed in the baseboard mounting groove 6. Is inserted (FIG. 7B).

その後、各石平板10間の隙間に目地材12を入れて固化させ、発泡樹脂18にて断熱性、遮音性が高められた床板が完成する(図7(C))。   Thereafter, the joint material 12 is put into the gaps between the stone flat plates 10 and solidified, and the floor board with heat insulation and sound insulation improved by the foamed resin 18 is completed (FIG. 7C).

なお、支持枠体17の材質として発泡樹脂より特に曲げ強度の高いFRP、GRC、又は強化プラスチック、軽金属を用いた場合、下地と支持枠体17との間に適宜柱状体を配置して空間を作れば(図示せず)、この部分を事務所等の配線用の床下空間として利用することができるし、複雑な勾配を有する床面も下地と支持枠体17との間に適宜介在物を介するだけで形成できる。   When FRP, GRC, reinforced plastic, or light metal, which has a particularly higher bending strength than foamed resin, is used as the material of the support frame 17, a columnar body is appropriately disposed between the base and the support frame 17 to provide a space. If made (not shown), this part can be used as an underfloor space for wiring in an office or the like, and a floor surface having a complicated gradient is also appropriately interposed between the base and the support frame 17. It can be formed just through.

[レベラーを有する支持枠体を用いた施工例]
図8に示す支持枠体19は、図6における支持枠体17のようにプラステックやGRC、FRP、ゴム、軽金属などの素材で製作したもので、上部凹部3に対応する位置に設けられた下向き凹部内に発泡樹脂18が断熱材として固定されている。その他の部分は図1における支持枠体1と同様の部分を同一の符号を付して説明すれば、矩形状の平板形状の一方主面(上側)には、縦横に交差して盛り上がった目地枠2により区画され、それぞれ石やタイル等の仕上げ材が入り込む凹部3が複数個規則正しく配列されて設けられており、目地枠2には下面まで達する貫通孔4が設けられており、更に、支持枠体19の一辺端部には縁石等を設置するための横長凹部5が、両側端部には幅木取り付け溝6が設けられている。
[Example of construction using a support frame with a leveler]
The support frame 19 shown in FIG. 8 is made of a material such as plastic, GRC, FRP, rubber, light metal, etc., like the support frame 17 in FIG. 6, and is provided at a position corresponding to the upper recess 3. The foamed resin 18 is fixed as a heat insulating material in the downward concave portion. In other parts, the same parts as those of the support frame 1 in FIG. 1 will be described with the same reference numerals, and the joints raised vertically and horizontally on one main surface (upper side) of the rectangular flat plate shape. A plurality of recesses 3 that are partitioned by a frame 2 and into which finishing materials such as stones and tiles enter are regularly arranged. The joint frame 2 is provided with through holes 4 that reach the lower surface. A horizontally long recess 5 for installing a curbstone or the like is provided at one end of the frame 19, and a baseboard mounting groove 6 is provided at both ends.

この支持枠体19の特徴点としては、その下面に支持枠体19の下面に螺合ネジの回転により上下方向に伸縮自在となってその長さを調整可能なレベラー20を設けたものである。   As a characteristic point of the support frame body 19, a leveler 20 is provided on the lower surface of the support frame body 19 on the lower surface of the support frame body 19 so that it can be expanded and contracted in the vertical direction by the rotation of a screw screw. .

支持枠体19の材料に曲げ強度の高いFRP、GRC、又は強化プラスチック、軽金属を用いた場合、そのままレベラー20を点在的に設けるだけで良いが、曲げ強度の低いゴムや発泡樹脂を主体とした場合でも、下面にFRP、GRC、強化プラスチック、又は金属板等を接着しておけばよい。   When FRP, GRC, reinforced plastic, or light metal having a high bending strength is used as the material of the support frame 19, it is only necessary to provide the levelers 20 as they are, but the rubber and the foamed resin having a low bending strength are mainly used. Even in such a case, FRP, GRC, reinforced plastic, a metal plate or the like may be bonded to the lower surface.

図9(A)(B)(C)は、上記支持枠体19を用いた床面の形成方法を示すものであり、まず、コンクリート床7の上に支持枠体19を設置し、各レベラー20を上下方向に伸縮させて調整することで支持枠体19をコンクリート床7上で水平状態を維持するようにする(図9(A))。   9A, 9B and 9C show a method of forming a floor surface using the support frame body 19. First, the support frame body 19 is installed on the concrete floor 7, and each leveler is installed. The support frame 19 is maintained in a horizontal state on the concrete floor 7 by adjusting 20 by extending and contracting vertically (FIG. 9A).

次に、支持枠体19の凹部3内底面に接着剤9を塗布した後、各凹部3内に仕上げ材となる石平板10を設置してゆき、幅木取り付け溝6には、幅木11を挿入する(図9(B))。   Next, after the adhesive 9 is applied to the bottom surface of the recess 3 of the support frame 19, a stone plate 10 as a finishing material is installed in each recess 3, and the skirting board 11 is placed in the baseboard mounting groove 6. Is inserted (FIG. 9B).

その後、各石平板10間の隙間に目地材12を入れて固化させ、この目地材12が貫通孔4に入り込んで固まって一体化することにより、目地全体が外れないアンカーの役目を果たすことになり、発泡樹脂18にて断熱性、遮音性が高められた床板が完成する。   Thereafter, the joint material 12 is inserted into the gaps between the stone plates 10 to be solidified, and the joint material 12 enters the through-hole 4 and solidifies to be integrated, thereby serving as an anchor that prevents the entire joint from coming off. As a result, the floor board whose heat insulating property and sound insulating property are enhanced by the foamed resin 18 is completed.

なお、この実施形態において、貫通孔4の有無や発泡樹脂18の有無等は適宜設計変更して実施することができるし、図4、図5で示した実施形態のように、貫通孔4を透水孔として利用する施工方法として実施することもできる。   In this embodiment, the presence / absence of the through-hole 4 and the presence / absence of the foamed resin 18 can be implemented by changing the design as appropriate, and the through-hole 4 is formed as in the embodiment shown in FIGS. It can also be implemented as a construction method used as a water permeable hole.

[強化床の施工例]
図10は、発泡樹脂等の軽量材質からなる支持枠体に比較的重量のある石等の仕上げ材を固定したり、長期の荷重による支持枠体の圧縮によるへこみを防止する施工例を示すものである。
[Example of reinforced floor construction]
Fig. 10 shows a construction example in which a finishing material such as a relatively heavy stone is fixed to a support frame made of a lightweight material such as foamed resin, or dents due to compression of the support frame due to a long-term load are prevented. It is.

支持枠体21の凹部3の底面にはその四隅付近に支持枠体21の下面まで通じる貫通孔22が複数箇所(図では4箇所づつ)設けられている。その他の部分は前述の実施形態の各支持枠体と同一の部分は同一の符号を付してあるので説明を省略する。   A plurality of through holes 22 (four in the figure) are provided near the four corners of the bottom surface of the recess 3 of the support frame 21 so as to communicate with the lower surface of the support frame 21. Since the other parts are the same as those of the support frame of the above-described embodiment, the same reference numerals are given, and the description is omitted.

図11(A)は、この施工例に用いる石23を示す斜視図であり、図11(B)(C)(D)は、上記支持枠体21を用いた床面の形成方法を示すものであり、まず、支持枠体21の設置前に、コンクリート床7の上にレベル材8(又は空練りモルタル)を流し水平面を作った後、その上に図1で示した支持枠体21を設置する(図11(B))。   FIG. 11A is a perspective view showing a stone 23 used in this construction example, and FIGS. 11B, 11C and 11D show a floor surface forming method using the support frame 21. FIG. First, before the support frame 21 is installed, the level material 8 (or empty kneaded mortar) is poured on the concrete floor 7 to form a horizontal plane, and then the support frame 21 shown in FIG. Install (FIG. 11B).

次に、支持枠体21の凹部3内に仕上げ材としての石23を設置するが、この石23には前もってその下面(裏面)の四隅付近に孔を空けてここにねじナット53が埋め込まれており、運搬時にはそのまま矩形状で積み重ねて邪魔にならないようにしておき、現場にてこのナット53にアンカーボルト24を螺合することにより、石23にアンカーボルト24が下向きに突出固定されることになる(図11(A))。   Next, a stone 23 as a finishing material is installed in the concave portion 3 of the support frame 21, and holes are made in the vicinity of the four corners of the lower surface (back surface) of the stone 23 in advance, and screw nuts 53 are embedded therein. When transporting, the rectangular bolts are stacked as they are so that they do not get in the way, and the anchor bolts 24 are screwed onto the nuts 53 at the site so that the anchor bolts 24 project and be fixed to the stone 23 downward. (FIG. 11A).

石23の支持枠体21への固定は、支持枠体21の凹部3内底面に接着剤9を塗布すると共に、凹部3内の貫通孔22にグラウト材25を満たした後、各凹部3内の貫通孔22に石23のアンカーボルト24が入り込むようにして石23を設置する。(図11(C))。   The stone 23 is fixed to the support frame 21 by applying the adhesive 9 to the bottom surface of the recess 3 of the support frame 21 and filling the through hole 22 in the recess 3 with the grout material 25, and then in each recess 3. The stone 23 is installed so that the anchor bolt 24 of the stone 23 enters the through hole 22. (FIG. 11C).

グラウト材25の硬化後、目地材12を用いて目地を形成する(図11(D))。   After the grout material 25 is cured, joints are formed using the joint material 12 (FIG. 11D).

このように支持枠体21の仕上げ材をはめ込む凹部3に貫通孔22をあけておき、ここにグラウト材25を流し込んでおけば、下地(レベル材8)と支持枠体21間に隙間があってもグラウト材25で完全に密閉され、その時点でアンカーボルト24を取り付けた石23をはめ込めば石23の固定が完全に行われ、グラウト材25が硬化すれば、この部分でも荷重を受ける構造となり歩行時の音が軽い音にはならない。   In this way, if the through hole 22 is formed in the recess 3 in which the finishing material of the support frame 21 is fitted, and the grout material 25 is poured therein, there is a gap between the ground (level material 8) and the support frame 21. Even if it is completely sealed with the grout material 25, and the stone 23 with the anchor bolts 24 is fitted at that time, the stone 23 is completely fixed, and if the grout material 25 is hardened, this portion is also subjected to a load. The walking sound is not light.

また、この構造によれば、長期繰り返し荷重により支持枠体21を構成する発泡樹脂の厚みが薄くなったり万一の変形問題等の欠点を補足する構造が出来上がる。   Moreover, according to this structure, the structure which complements faults, such as the thickness of the foaming resin which comprises the support frame 21 thinly by a long-term repeated load, or a deformation problem should be completed.

なお、貫通孔22の形状や数などはこの実施形態のものに限定されず、適宜変更して実施できるし、その他の部分も適宜設計変更可能であり、例えば図1の支持枠体1のように目地枠2の貫通孔4を設けて目地のアンカーにするか透水床にしたりすることもできる。   The shape and number of the through holes 22 are not limited to those in this embodiment, and can be changed as appropriate. The other portions can be changed in design as appropriate, for example, like the support frame 1 in FIG. The through-hole 4 of the joint frame 2 can be provided in the joint to be used as a joint anchor or a permeable floor.

[階段をスロープに変更する施工例]
図12(A)は、階段の一部または全てをスロープに変更する施工方法を示すもので、支持枠体26は、上部はスロープ形状であるが裏側は階段形状をしており、施工現場まで人手によって運び、その場で既設や新設の階段27の上に必要時に乗せて階段併用のスロープや簡易スロープを簡単に施工するものである。
[Construction example to change stairs to slope]
FIG. 12A shows a construction method in which a part or all of the stairs is changed to a slope. The support frame 26 has a slope shape on the upper side but a stairs shape on the back side. It is transported by hand and placed on the existing or new staircase 27 on the spot when necessary to easily construct a slope with a staircase or a simple slope.

図12(A)の実施形態の場合、先の実施形態の各種支持枠体と同様、スロープとなる傾斜面に、目地枠2により区画された凹部3を形成し、凹部3への石平板10の設置と目地材12による目地の形成を行っているが、図12(B)のように、石平板10等の仕上げ材を使用せず、凹部3や目地枠2の無い支持枠体26′をそのまま使用してスロープを構築する場合もある。   In the case of the embodiment of FIG. 12 (A), the concave portion 3 partitioned by the joint frame 2 is formed on the inclined surface that becomes the slope, as in the various support frame bodies of the previous embodiment, and the stone flat plate 10 to the concave portion 3 is formed. However, as shown in FIG. 12 (B), the finishing material such as the stone plate 10 is not used, and the support frame 26 ′ without the concave portion 3 and the joint frame 2 is used. In some cases, the slope can be constructed using the as it is.

また、図12(B)の支持枠体26′のように、高さ調整機構としてのレベラー20を各段に取り付けておけば、取り付け時の階段27と支持枠体26′の隙間をレベラー20の伸縮調整により無くしたり、あらゆる階高の異なる階段に適用できる汎用性の高い支持枠体26′となる。   If the leveler 20 as a height adjusting mechanism is attached to each step as in the support frame 26 'of FIG. 12B, the leveler 20 is provided with a gap between the step 27 and the support frame 26' at the time of attachment. It becomes a highly versatile support frame 26 'that can be eliminated by adjusting the expansion and contraction of the floor and can be applied to stairs with different floor heights.

なお、支持枠体26、26′の階段27への固定は、地面28と支持枠体26、26′とにアンカー鉄筋29を打ち込んで固定したり、支持枠体26に設けた止めプレート30により固定側の適宜場所にネジ止めやくぎ止めにて固定するようにすれば良く、スロープを臨時的に設置するか恒久的に設置するかによって設置と取り外しのし易さを考慮し、適宜判断して行えば良い。   The support frames 26 and 26 ′ are fixed to the staircase 27 by fixing anchor bars 29 on the ground 28 and the support frames 26 and 26 ′ or by a stop plate 30 provided on the support frame 26. It should be fixed to the appropriate place on the fixed side with screws or nails, and it will be decided appropriately considering the ease of installation and removal depending on whether the slope is installed temporarily or permanently. Just do it.

[異なる目地幅に対応した支持枠体を用いた施工例]
図13は、異なる目地の幅に対応することができる支持枠体31を示すものであり、この支持枠体31は矩形の平板状であり、上面には複数の目地棒挿入孔32、32a、32bが縦横に交差する直線上に並んで設けてある。
[Examples of construction using support frames for different joint widths]
FIG. 13 shows a support frame 31 that can accommodate different joint widths. The support frame 31 has a rectangular flat plate shape, and a plurality of joint rod insertion holes 32, 32a, 32b are provided side by side on a straight line that intersects vertically and horizontally.

目地棒挿入孔32aは、目地幅を狭くして施工する場合の目地部分の中央部に沿った格子状の仮想線上に並んでおり、目地棒挿入孔32bは、目地幅を広くして施工する場合の目地部分の中央部に沿った格子状の仮想線上に並んでおり、目地棒挿入孔32は両方の目地の位置が共通する部分に並んでおり、それぞれが溝状で一定の深さを有する有底孔である。   The joint rod insertion holes 32a are lined up on a grid-like virtual line along the center of the joint portion when the joint width is narrowed, and the joint rod insertion holes 32b are constructed with a wide joint width. In this case, the joint rod insertion holes 32 are arranged in portions where the joint positions are common, and each has a groove shape with a certain depth. It has a bottomed hole.

図14(A)に示す、目地間隔が狭い床面の施工方法を説明すれば、端部の目地棒挿入孔32及びその他の部分の目地棒挿入孔32aに目地棒33aを挿入してゆく。   14A will be described. The joint rod 33a is inserted into the joint rod insertion hole 32 at the end and the joint rod insertion hole 32a at the other portion.

この目地棒33aは、設定目地幅が3mmとすると、上部は最大幅が設定目地幅と同じ3mmの幅を有し、また、前記目地棒挿入孔32、32aの孔に嵌り込む下部とを有するものであり、支持枠体31の表面上に目地棒33aを配置することによって、点線状に区切られた仕上げ材の配置区画が出来上がる。   When the joint width 33a is set to 3 mm, the upper portion has the same maximum width as the set joint width of 3 mm, and a lower portion that fits into the holes of the joint rod insertion holes 32 and 32a. By disposing the joint rod 33a on the surface of the support frame 31, an arrangement section of finishing materials divided into dotted lines is completed.

この区画に石平板10を配置し、更に石平板10同士の隙間に目地材12を挿入すれば、目地幅3mmの床面が出来上がる。   If the stone flat plate 10 is arrange | positioned in this division and the joint material 12 is further inserted in the clearance gap between stone flat plates 10, the floor surface of joint width 3mm will be completed.

次に、図14(B)に示す、目地間隔が広い床面の施工方法を説明すれば、端部の目地棒挿入孔32及びその他の部分の目地棒挿入孔32bに目地棒33bを挿入してゆく。   Next, a method for constructing a floor surface having a wide joint interval shown in FIG. 14B will be described. The joint rod 33b is inserted into the joint rod insertion hole 32 at the end and the joint rod insertion hole 32b at the other portion. Go.

この目地棒33bは、設定目地幅が10mmとすると、上部は最大幅が設定目地幅と同じ10mmの幅を有し、また、前記目地棒挿入孔32、32bの孔に嵌り込む下部とを有するものであり、支持枠体31の表面上に目地棒33bを配置することによって、点線状に区切られた仕上げ材の配置区画が出来上がる。   Assuming that the set joint width is 10 mm, the upper portion of the joint bar 33b has a width of 10 mm which is the same as the set joint width, and a lower portion which fits into the holes of the joint rod insertion holes 32 and 32b. By arranging the joint rod 33b on the surface of the support frame 31, the arrangement section of the finishing material divided into dotted lines is completed.

なお、目地幅の相違により石平板10の設置幅の差が累積される場合は、目地棒33a、33bの形状をL型目地に変更して対応することもできる。   In addition, when the difference in the installation width | variety of the stone flat plate 10 accumulates by the difference in joint width, it can also respond by changing the shape of the joint rods 33a and 33b to L type joint.

この区画に石平板10を配置し、更に石平板10同士の隙間に目地材12を挿入すれば、目地幅10mmの床面が出来上がる。   If the stone flat plate 10 is arrange | positioned in this division and the joint material 12 is further inserted in the clearance gap between stone flat plates 10, the floor surface of joint width 10mm will be completed.

図15(A)(B)は、目地棒挿入孔と目地棒との組み合わせによる支持枠体を利用して透水床を施工する施工例を順を追って説明したもので、要部を拡大したものである。   FIGS. 15 (A) and 15 (B) are step-by-step explanations of construction examples in which a permeable floor is constructed using a support frame formed by a combination of joint rod insertion holes and joint rods. It is.

この施工例で用いられる支持枠体31′は、その目地棒挿入孔32a′(図示しない)、32b′が、支持枠体31′の上下を貫く貫通孔となっており、また、これらの目地棒挿入孔32a′、32b′に挿入される目地棒33a′(図示しない)、33b′についても、その内部に上下貫通する貫通孔4′が設けられている。   The support frame body 31 ′ used in this construction example has joint rod insertion holes 32 a ′ (not shown) and 32 b ′ that are through-holes passing through the support frame body 31 ′. The joint rods 33a ′ (not shown) and 33b ′ inserted into the rod insertion holes 32a ′ and 32b ′ are also provided with through holes 4 ′ penetrating vertically.

この支持枠体31′を用いて目地幅10mmとなった透水床を施工する方法を説明すれば、まず、支持枠体31′の目地棒挿入孔32b′に目地棒33b′を挿入し、その後、この目地棒33b′と接着剤9を利用して仕上げ材となる石平板10を嵌め込み配置すると共に、目地棒33b′の貫通孔4′の上部開口を栓15にて塞ぐ(図15(A))。   A method for constructing a permeable floor having a joint width of 10 mm using the support frame 31 'will be described. First, the joint rod 33b' is inserted into the joint rod insertion hole 32b 'of the support frame 31', and thereafter The stone plate 10 as a finishing material is fitted and arranged using the joint rod 33b ′ and the adhesive 9, and the upper opening of the through hole 4 ′ of the joint rod 33b ′ is closed with a plug 15 (FIG. 15A). )).

次に、石平板10間の目地形成部分に目地材12を導入してゆくが、この際、目地棒33b′の貫通孔4′内には栓15の存在によって目地材12は入り込まず、目地材12の固化後、栓15を取り去れば、貫通孔4′及び栓15が存在したことによる目地材12部分の孔により、床面に上下に貫通する透水孔が設けられた床面が得られることになる(図15(B))。   Next, the joint material 12 is introduced into the joint formation portion between the stone flat plates 10. At this time, the joint material 12 does not enter the through hole 4 ′ of the joint rod 33 b ′ due to the presence of the plug 15. If the plug 15 is removed after the material 12 is solidified, a floor surface having water-permeable holes penetrating up and down is obtained by the hole in the joint material 12 portion due to the presence of the through hole 4 ′ and the plug 15. (FIG. 15B).

[暖房床の施工例]
図16は、暖房床の場合の施工例を示すもので、基本的な施工順序は上記の各施工例と同一であるが、図16(A)のものは、支持枠体1に仕上げ材(石平板10)をはめ込む前にPTC発熱線(自動温度制御発熱電線)34や面状発熱パネルをはさみこみ、その上に熱誘導を平均的にするため薄いアルミ板35を置き、その上に石平板10をはめ込み、その後、目地材12による目地を施工して完了する。なお、浴室床などに利用する際には防水目地で施工する。図中36は見切り石である。
[Example of heating floor construction]
FIG. 16 shows a construction example in the case of a heating floor, and the basic construction order is the same as each construction example described above, but the thing in FIG. Before inserting the stone flat plate 10), a PTC heating wire (automatic temperature control heating wire) 34 or a planar heating panel is sandwiched, and a thin aluminum plate 35 is placed thereon to average the heat induction, and the stone flat plate is placed thereon. 10 is installed, and then joints with joint material 12 are constructed and completed. In addition, when using it for bathroom floors, it is constructed with waterproof joints. In the figure, 36 is a parting stone.

又、浴室などの場合は、図16(B)のように、電気ではなく配管をして浴槽に給湯する前にこの給湯用の配管37をアルミ板35の直下に通して給湯するようにすれば簡単に床暖房が行われる。   In the case of a bathroom or the like, as shown in FIG. 16B, before supplying hot water to the bathtub by piping instead of electricity, the hot water supply pipe 37 is passed directly under the aluminum plate 35 to supply hot water. Floor heating is easy.

上記施工を、リフォーム時には勾配のついた石を在来床とのつなぎに設置すれば簡単な作業で床暖工事が安価で、浴室、脱衣室、便所などの施工ができ、冬季に続出している浴室、脱衣室、便所などでの脳溢血などの対策も簡単に出来きこれからの高齢者社会に貢献できることになる。   If the above construction is renovated, a sloped stone can be installed in the connection with the conventional floor, so that the floor heating work can be done easily and cheaply, and the bathroom, dressing room, toilet, etc. can be constructed. Measures such as cerebral overflow in bathrooms, dressing rooms, and toilets can be easily made, and this will contribute to the future of the elderly.

[遮音床の施工例]
上記各実施形態の工法で施工し、下地のコンクリート床7の上に発泡樹脂からなる支持枠体を直接置いた場合でも、音の響きを遮断する効果は多少あるものの、マンションなどの床では下の階への音の遮断は完全にはできない。
[Example of sound insulation floor construction]
Even if the support frame body made of foamed resin is directly placed on the underlying concrete floor 7 after the construction method of each of the above embodiments, there is a slight effect of blocking the sound of the sound, but the floor of an apartment etc. It is impossible to completely block the sound to the floor.

そこで図17の工法のように、下地のコンクリート床7の上にゴム製のゴム枕38を置いてその上に支持枠体1を置いた場合、空気層を作り上記発泡樹脂製の下地で施工することで大幅な音の遮断ができる。   Therefore, as in the construction method of FIG. 17, when a rubber rubber pillow 38 is placed on the underlying concrete floor 7 and the support frame 1 is placed thereon, an air layer is formed and the foamed resin base is applied. By doing so, you can cut off the sound significantly.

しかし、発泡樹脂は耐圧には強いものの曲げに弱い欠点を有しているため、ゴム枕38の上に曲げ強度の強いFRPやGRC,その他金属板等の硬質板39を敷いてその上に発泡樹脂製の支持枠体1により施工することでこの問題を解決する。   However, since the foamed resin is resistant to pressure but has a weakness to bending, a hard plate 39 such as FRP, GRC, or other metal plate having high bending strength is laid on the rubber pillow 38 and foamed thereon. This problem is solved by using the support frame 1 made of resin.

[冬期凍結する地域での施工例]
図18(A)は冬期凍結する地域の施工例を示し、凍結による床面の浮き上がりを防止するようにしたもので、支持枠体1上に仕上げ材としてBIOTOPIA方形パネル(石貼りGRCパネル)40を貼り付けて形成する場合を示すものである。
[Example of construction in areas that freeze in winter]
FIG. 18 (A) shows an example of construction in a region that freezes in winter, and prevents the floor surface from rising due to freezing. A BIOTOPIA square panel (stone-grown GRC panel) 40 is used as a finishing material on the support frame 1. This is a case where the film is formed by pasting.

地面28上に砕石転圧層41を設け、更に空練モルタル層42により水平面を出した後
空練モルタル層42、砕石転圧層41を貫き、地面28まで達する縦穴の鉄筋挿入孔43を掘る。
A crushed stone rolling layer 41 is provided on the ground 28, and a horizontal surface is provided by the prilled mortar layer 42, and then a rebar insertion hole 43 having a vertical hole reaching the ground 28 through the prilled mortar layer 42 and the crushed stone rolled layer 41 is dug. .

次に、空練モルタル層42上に、枕石としてのパネル受けコンクリートブロック44、45、及び石縁石受け台46を設置するが、このうちパネル受けコンクリートブロック45と石縁石受け台46には、その下面から突出するアンカー鉄筋47が固定されており、このアンカー鉄筋47を前もってグラウト材25を充填しておいた前記鉄筋挿入孔43に挿入してからグラウト材25の固化により地面28等に対して強固に固定する。   Next, on the empty mortar layer 42, panel receiving concrete blocks 44 and 45 and stone curb cradle 46 as pillow stones are installed, and among these, the panel receiving concrete block 45 and the stone curb cradle 46 include: An anchor reinforcing bar 47 protruding from the lower surface is fixed. The anchor reinforcing bar 47 is inserted into the reinforcing bar insertion hole 43 previously filled with the grout material 25, and then the grout material 25 is solidified to the ground 28 or the like. And firmly fix.

その後、支持枠体1をパネル受けコンクリートブロック44、45、及び石縁石受け台46上に設置・固定するが、支持枠体1の下面に予め適宜固定手段によりパネル固定ボルト48を固定しておき、このパネル固定ボルト48を、地面に強固に固定されているパネル受けコンクリートブロック45や石縁石受け台46に図示しない適宜手段(例えば、グラウト材を充填した孔に固定ボルト48を入れてグラウト材を固化させる)により強固に固定する。   After that, the support frame 1 is installed and fixed on the panel receiving concrete blocks 44 and 45 and the stone curb cradle 46, and the panel fixing bolt 48 is fixed to the lower surface of the support frame 1 in advance by appropriate fixing means. The panel fixing bolt 48 is appropriately mounted on a panel receiving concrete block 45 and a stone curb support 46 that are firmly fixed to the ground (for example, the fixing bolt 48 is inserted into a hole filled with a grout material, and the grout material is inserted). To be solidified).

なお、空練モルタル層42は、適宜場所で取り去っておくことで、支持枠体1の貫通孔4を透水路として利用した場合の雨水等の通水路49としたり、下部の砕石転圧層41を通じて雨水を地面28にしみこませるようにしてある。また、駐車場などの場合は通水路49の部分に砂を入れて耐圧強度を増す場合もある。   The empty mortar layer 42 is removed at an appropriate place, so that it can be used as a water passage 49 such as rainwater when the through hole 4 of the support frame 1 is used as a water passage, or the lower crushed stone rolling layer 41. The rainwater is soaked into the ground 28 through. In the case of a parking lot or the like, sand pressure may be put into the water passage 49 to increase the pressure resistance.

[冬期凍結しない地域での施工例]
図18(B)では、上記図18(A)で利用した部材を利用して、凍結による床面の浮き上がりの心配の無い地域の床の施工方法を示すもので、図18(A)と同じ部分は同じ符号を付してあるので説明は省略する。
[Example of construction in areas that do not freeze in winter]
FIG. 18 (B) shows a method for constructing a floor in an area where there is no fear of floating of the floor due to freezing using the members used in FIG. 18 (A), which is the same as FIG. 18 (A). Since the parts are denoted by the same reference numerals, description thereof is omitted.

この実施形態の場合、路面凍結による床面への上向きの力が加わることは考慮しなくても良く、パネル受けコンクリートブロック45と石縁石受け台46の固定は、アンカー鉄筋47を直接地面に打ち込んで固定しておき、また、パネル受けコンクリートブロック44、45、及び石縁石受け台46への支持枠体1の固定は接着剤50により行っている。   In the case of this embodiment, it is not necessary to consider that an upward force is applied to the floor surface due to freezing of the road surface. The fixing of the panel receiving concrete block 45 and the stone curb support 46 is performed by driving the anchor reinforcing bar 47 directly into the ground. Further, the support frame 1 is fixed to the panel receiving concrete blocks 44 and 45 and the stone curb support 46 by an adhesive 50.

図18(C)は、冬期凍結しない地域の他の施工例を示すものであり、支持枠体17の下面に固定した固定ボルト48を、パネル受けコンクリートブロック45と石縁石受け台46、空練モルタル層42、及び砕石転圧層41までを貫きグラウト材25が充填された孔に挿入して固定を計ったものである。   FIG. 18C shows another construction example in the region where the winter is not frozen. The fixing bolt 48 fixed to the lower surface of the support frame 17 is attached to the panel receiving concrete block 45, the stone curb support 46, and the empty paste. It is inserted into the hole filled with the grout material 25 through the mortar layer 42 and the crushed stone rolling layer 41 and fixed.

なお、この施工例の場合、空練モルタル層42と支持枠体17との隙間には配管51を配置し、更に、配管51の周りを砂52で埋めている。   In the case of this construction example, a pipe 51 is arranged in the gap between the empty paste mortar layer 42 and the support frame 17, and the pipe 51 is further filled with sand 52.

この発明の支持枠体の一例を示すもので(A)は平面図、(B)はB−B線正面断面図、(C)はC−C線側面断面図An example of the support frame body of this invention is shown, (A) is a top view, (B) is a BB line front sectional view, (C) is a CC line side sectional view. (A)(B)(C)は図1の支持枠体を用いた床の施工方法を順を追って説明する正面断面図(A), (B), and (C) are front sectional views for explaining the construction method of the floor using the support frame of FIG. 1 step by step. 図2の施工方法により完成した床の平面図Plan view of the floor completed by the construction method shown in FIG. (A)(B)(C)は図1の支持枠体を用いた透水床の施工方法を順を追って説明する正面断面図(A) (B) (C) is front sectional drawing which explains the construction method of the permeable floor using the support frame of FIG. 1 later on 図4の施工方法により完成した床の平面図Plan view of the floor completed by the construction method shown in FIG. この発明の支持枠体の他の例を示すもので(A)は平面図、(B)はB−B線正面断面図、(C)はC−C線側面断面図The other example of the support frame body of this invention is shown, (A) is a top view, (B) is a BB line front sectional view, (C) is a CC line side sectional view. (A)(B)(C)は図6の支持枠体を用いた床の施工方法を順を追って説明する正面断面図(A), (B), and (C) are front sectional views for explaining the construction method of the floor using the support frame of FIG. 6 in order. この発明の支持枠体の他の例を示すもので(A)は平面図、(B)はB−B線正面断面図、(C)はC−C線側面断面図The other example of the support frame body of this invention is shown, (A) is a top view, (B) is a BB line front sectional view, (C) is a CC line side sectional view. (A)(B)(C)は図8の支持枠体を用いた床の施工方法を順を追って説明する正面断面図(A), (B), and (C) are front sectional views for explaining the construction method of the floor using the support frame in FIG. 8 in order. この発明の支持枠体の他の例を示すもので(A)は平面図、(B)はB−B線正面断面図、(C)はC−C線側面断面図The other example of the support frame body of this invention is shown, (A) is a top view, (B) is a BB line front sectional view, (C) is a CC line side sectional view. (A)は図10の支持枠体に用いる石の分解斜視図、(B)(C)(D)は図10の支持枠体を用いた床の施工方法を順を追って説明する正面断面図(A) is an exploded perspective view of a stone used for the support frame of FIG. 10, and (B), (C) and (D) are front cross-sectional views illustrating the construction method of the floor using the support frame of FIG. (A)(B)は階段をスロープにする支持枠体を用いた別々の床の施工例を説明する正面断面図(A) (B) is front sectional drawing explaining the construction example of a separate floor using the support frame which makes a staircase a slope この発明の支持枠体の他の例を示すもので(A)は平面図、(B)はB−B線正面断面図、(C)はC−C線側面断面図The other example of the support frame body of this invention is shown, (A) is a top view, (B) is a BB line front sectional view, (C) is a CC line side sectional view. (A)(B)は図13の支持枠体を用いた別々の床の施工例を説明する正面断面図(A) (B) is front sectional drawing explaining the construction example of a separate floor using the support frame of FIG. (A)(B)は他の施工方法を順を追って説明する要部拡大正面断面図(A) (B) is an enlarged front sectional view of a main part for explaining the other construction methods step by step. (A)(B)は暖房床の場合の別々の施工方法を示す正面断面図(A) and (B) are front sectional views showing different construction methods in the case of a heated floor. 遮音床の施工方法を示す正面断面図Front sectional view showing construction method of sound insulation floor (A)は冬期凍結する地域の施工例、(B)(C)はその他の地域の施工例(A) is an example of construction in an area frozen in winter, (B) and (C) are examples of construction in other areas.

符号の説明Explanation of symbols

1 支持枠材
2 目地枠
3 凹部
4 貫通孔
5 横長凹部
6 幅木取り付け溝
7 コンクリート床
8 レベル材
9 接着剤
10 石平板
11 幅木
12 目地材
13 框石
14 壁ボード
15 栓
16 通水路
17 支持枠体
18 発泡樹脂
19 支持枠体
20 レベラー
21 支持枠体
22 貫通孔
23 石
24 アンカーボルト
25 グラウト材
26 支持枠体
27 階段
28 地面
29 アンカー鉄筋
30 止めプレート
31 支持枠体
32、32a、32b 目地棒挿入孔
33a、33b 目地棒
34 PTC発熱線
35 アルミ板
36 見切り石
37 配管
38 ゴム枕
39 硬質板
40 石貼りGRCパネル
41 砕石転圧層
42 空練モルタル層
43 鉄筋挿入孔
44 パネル受けコンクリートブロック
45 パネル受けコンクリートブロック
46 石縁石受け台
47 アンカー鉄筋
48 パネル固定ボルト
49 通水路
50 接着剤
51 配管
52 砂
53 ナット部材
DESCRIPTION OF SYMBOLS 1 Support frame material 2 Joint frame 3 Recess 4 Through-hole 5 Horizontal elongate recess 6 Baseboard mounting groove 7 Concrete floor 8 Level material 9 Adhesive 10 Stone flat plate 11 Skirting board 12 Joint material 13 Meteorite 14 Wall board 15 Plug 16 Water passage 17 Support frame 18 Foamed resin 19 Support frame 20 Leveler 21 Support frame 22 Through hole 23 Stone 24 Anchor bolt 25 Grout material 26 Support frame 27 Step 28 Ground 29 Anchor rebar 30 Stop plate 31 Support frames 32, 32a, 32b Joint rod insertion holes 33a, 33b Joint rod 34 PTC heating wire 35 Aluminum plate 36 Parting stone 37 Piping 38 Rubber pillow 39 Hard plate 40 Stone-laminated GRC panel 41 Crushed stone compaction layer 42 Kneaded mortar layer 43 Reinforcing bar insertion hole 44 Panel receiving concrete Block 45 Panel support concrete block 46 Stone curb support 47 Anchor rebar 48 Panel Constant bolt 49 water channel 50 adhesive 51 pipe 52 sand 53 nut member

Claims (24)

上側主面の仕上げ材間の目地に相当する部分に連続又は点在的に目地幅を有して盛り上がって仕上げ材を嵌めて固定し得るような目地枠を設けた支持枠体を、施工現場にて現場寸法に合わせて切断または複数の製品を継ぎ足して設置し、前記目地枠を利用して仕上げ材をはめ込んだ後、目地材を仕上げ材の隙間に導入することを特徴とする床の施工方法。   At the construction site, a support frame provided with a joint frame that has a joint width that is continuous or interspersed in portions corresponding to joints between the finishing materials on the upper main surface and that can be fixed by fitting the finishing material. The floor construction is characterized in that after cutting or adding a plurality of products according to the site dimensions at the site, the finishing material is fitted using the joint frame, and then the joint material is introduced into the gap between the finishing materials. Method. 支持枠体の仕上げ材間の目地に相当する部分となる目地枠又は上側主面に、孔が複数箇所設けられ、目地材を導入する際、前記孔に目地材を流し込むことにより目地のアンカーとすることを特徴とする請求項1に記載の床の施工方法。   A plurality of holes are provided in the joint frame or upper main surface, which is a portion corresponding to the joint between the finishing materials of the support frame body, and when the joint material is introduced, the joint material is poured into the hole and the anchor of the joint The floor construction method according to claim 1, wherein: 支持枠体の目地枠に、下面まで達する貫通孔が複数箇所設けられ、目地材を導入する前に前記貫通孔に蓋をして目地を施工し、目地の施工後にこの蓋を取り除くことにより床面に透水孔を形成した透水床とすることを特徴とする請求項1又は2のいずれかの項に記載の床の施工方法。   The joint frame of the support frame has a plurality of through-holes reaching the lower surface. Before introducing the joint material, the through-hole is covered and the joint is constructed, and after the joint is constructed, the lid is removed. The floor construction method according to any one of claims 1 and 2, wherein the floor is a water-permeable floor having water-permeable holes formed therein. 上側主面の仕上げ材間の目地に相当する部分に複数の目地棒挿入孔を点在的に設けた支持枠体を、施工現場にて現場寸法に合わせて切断または複数の製品を継ぎ足して設置し、下部がこの目地棒挿入孔に嵌り込み上部が所定の目地幅となる目地棒を目地棒挿入孔に嵌め込み、複数の目地棒間に仕上げ材を嵌め込んで固定した後、目地材を仕上げ材の隙間に導入することを特徴とする床の施工方法。   Install a support frame with multiple joint rod insertion holes in the part corresponding to the joint between the finishing materials on the upper main surface by cutting or adding multiple products at the construction site according to the site dimensions. Then, fit the joint rod into the joint rod insertion hole with the lower part fitted in this joint rod insertion hole and the upper part with the prescribed joint width, and then fit and fix the finishing material between the joint rods, then finish the joint material A floor construction method characterized by being introduced into a gap between materials. 目地棒には孔が設けられ、目地材を導入する際、前記孔に目地材を流し込むことにより目地のアンカーとすることを特徴とする請求項4に記載の床の施工方法。   5. The floor construction method according to claim 4, wherein a hole is provided in the joint rod, and when the joint material is introduced, the joint material is poured into the hole to serve as a joint anchor. 目地棒挿入孔が支持枠体の上下面を貫通しており、目地棒には上面から下面まで達する貫通孔が設けられ、目地材を導入する前に前記貫通孔に蓋をして目地を施工し、目地の施工後にこの蓋を取り除くことにより床面に透水孔を形成した透水床とすることを特徴とする請求項4又は5のいずれかの項に記載の床の施工方法。   The joint rod insertion hole penetrates the upper and lower surfaces of the support frame, and the joint rod is provided with a through hole extending from the upper surface to the lower surface, and before the joint material is introduced, the through hole is covered and the joint is constructed. The floor construction method according to claim 4, wherein the floor is made to have a permeable hole by removing the lid after construction of the joint. 支持枠体の仕上げ材固定部分に下面まで達する貫通孔を開けておき、仕上げ材施工時に貫通孔にグラウト材を流し込み、下面にアンカーボルトが突出した仕上げ材をそのアンカーボルトが貫通孔に入り込むように設置することにより強固な床とすることを特徴とする請求項1乃至6のいずれかの項に記載の床の施工方法。   A through-hole that reaches the bottom surface is opened in the finishing material fixing part of the support frame, and the grout material is poured into the through-hole during construction of the finishing material so that the anchor bolt protrudes into the through-hole with the finishing material with the anchor bolt protruding from the bottom surface. The floor construction method according to any one of claims 1 to 6, wherein the floor is a firm floor. 下地の上にゴム等の弾性体を点在的に設置し、その上にFRPやGRCその他金属板などの曲げ強度の強い板を置いて下地との間に空気層を作り、その上に支持枠体を設置することにより遮音床とすることを特徴とする請求項1乃至7のいずれかの項に記載の床の施工方法。   An elastic body such as rubber is scattered on the base, and a plate with high bending strength such as FRP, GRC, or other metal plate is placed on it, creating an air layer between it and the support. The floor construction method according to any one of claims 1 to 7, wherein a sound insulation floor is formed by installing a frame. 地中に掘った鉄筋挿入孔の中にグラウト材又はコンクリートを流してから、下面にアンカー鉄筋を挿入した枕石を、該アンカー鉄筋を鉄筋挿入孔に挿入することで固定し、枕石の上に支持枠体を設置することにより冬期の凍結による浮き上がりを防止したことを特徴とする請求項1乃至6のいずれかの項に記載の床の施工方法。   After pouring the grout material or concrete into the reinforcing bar insertion hole dug in the ground, the anchor stone with the anchor reinforcing bar inserted into the bottom surface is fixed by inserting the anchor reinforcing bar into the reinforcing bar insertion hole. The floor construction method according to any one of claims 1 to 6, wherein the support frame is installed on the floor to prevent floating due to freezing in winter. 支持枠体内に発熱体を設置し、その上に伝導性のよい金属板を設置し、その上に仕上げ材を設置してから目地を施工することにより暖房床を施工することを特徴とする請求項1乃至9のいずれかの項に記載の床の施工方法。   A heating floor is installed by installing a heating element in a support frame, installing a conductive metal plate thereon, installing a finishing material thereon, and then installing joints. Item 10. The floor construction method according to any one of Items 1 to 9. 支持枠体の下部に透水孔と通じる水の貯水部分を設けておき、保水又は吸水部材を該貯水部分と仕上げ材下面までの間に介在させることにより気化熱による温度低下を図る床とすることを特徴とする請求項3又は6のいずれかの項に記載の床の施工方法。   A water storage part that communicates with the water permeable holes is provided at the lower part of the support frame, and a floor is designed to reduce the temperature due to vaporization heat by interposing a water retention or water absorption member between the water storage part and the bottom surface of the finishing material. The floor construction method according to claim 3, wherein: 上記請求項7乃至9のいずれかの項に記載の床の施工方法における目地枠や目地棒挿入孔を設けた支持枠体に代えて、表面が床として仕上げられ目地枠や目地棒挿入孔を設けていない支持枠体を用い、仕上げ材を貼らないで行うことを特徴とする床の施工方法。   In place of the support frame provided with the joint frame and joint rod insertion hole in the floor construction method according to any one of claims 7 to 9, the surface is finished as a floor and the joint frame and joint rod insertion hole are provided. A floor construction method characterized by using a support frame that is not provided and without attaching a finishing material. 上側主面が傾斜面となっており、裏側を階段形状にしてある支持枠体を、階段の上から嵌め込んで設置することにより階段の一部又は全てをスロープ化することを特徴とする床の施工方法。   A floor characterized in that a part or all of the staircase is sloped by installing a support frame body having an inclined upper surface and a staircase on the back side. Construction method. 支持枠体の上側主面に上記請求項1乃至6、又は請求項10のいずれかの項に記載の床の施工方法における目地枠や目地棒挿入孔を設け、目地枠や目地棒に支持枠を嵌め込むことにより階段の一部又は全てを表面に仕上げ材が形成されたスロープ化することを特徴とする請求項13に記載の床の施工方法。   The joint frame or joint rod insertion hole in the floor construction method according to any one of claims 1 to 6 or claim 10 is provided on the upper main surface of the support frame body, and the support frame is provided on the joint frame or joint rod. 14. The floor construction method according to claim 13, wherein a part or all of the staircase is made into a slope with a finishing material formed on the surface thereof by fitting the step. 上側主面の仕上げ材間の目地に相当する部分に連続又は点在的に目地幅を有して盛り上がって仕上げ材を嵌めて固定し得るような目地枠を設けたことを特徴とする床の施工方法に使用する支持枠体。   The floor of the upper main surface is provided with a joint frame that has a joint width continuously or scattered in a portion corresponding to the joint between the finish materials and can be fixed by fitting the finish material. Support frame used for construction method. 床完成後に仕上げ材間の目地に相当する部分となる目地枠又は上側主面に、孔又は貫通孔が複数箇所設けられたことを特徴とする請求項15に記載の支持枠体。   The support frame body according to claim 15, wherein a plurality of holes or through holes are provided in a joint frame or an upper main surface that is a portion corresponding to a joint between finishing materials after the floor is completed. 上側主面の仕上げ材間の目地に相当する部分に複数の目地棒挿入孔が点在的に設けられ、下部がこの目地挿入孔に嵌り込み上部が所定の目地幅となる目地棒を目地棒挿入孔に嵌め込んだ時、複数の目地棒間に仕上げ材を嵌め込んで固定し得るようにしたことを特徴とする床の施工方法に使用する支持枠体。   A plurality of joint rod insertion holes are provided in portions corresponding to the joints between the finishing materials of the upper main surface, and the lower portion is fitted into the joint insertion holes and the upper portion has a predetermined joint width. A support frame used in a floor construction method, characterized in that when fitted into an insertion hole, a finishing material can be fitted and fixed between a plurality of joint rods. 2種類以上の異なる目地幅による異なる目地の位置に対応した2種類以上の目地棒挿入孔が設けられ、施工する目地幅に応じた目地棒挿入孔に上部が対応する目地幅となった目地棒を挿入可能としてあることを特徴とする請求項17に記載の支持枠体。   Two or more types of joint rod insertion holes corresponding to different joint positions due to two or more different joint widths are provided, and the joint rod has a joint width corresponding to the joint rod insertion hole corresponding to the joint joint width to be constructed. The support frame body according to claim 17, wherein the support frame body can be inserted. 目地棒挿入孔が支持枠体の上下面を貫通しており、目地棒には上面から下面まで達する貫通孔が設けられたことを特徴とする請求項17又は18のいずれかの項に記載の支持枠体。   19. The joint rod insertion hole penetrates the upper and lower surfaces of the support frame, and the joint rod is provided with a through hole that extends from the upper surface to the lower surface. Support frame. 仕上げ材設置箇所に下面まで達する貫通孔が複数箇所設けられたことを特徴とする請求項15乃至19のいずれかの項に記載の支持枠体。   The support frame body according to any one of claims 15 to 19, wherein a plurality of through holes reaching the lower surface are provided at a finishing material installation location. 上記請求項20に記載の支持枠体に嵌め込まれる仕上げ材であって、該支持枠体の仕上げ材設置箇所の貫通孔に合致する下面の位置に、アンカーボルトを螺合するナットが設けられていることを特徴とする仕上げ材。   A finishing material to be fitted into the support frame body according to claim 20, wherein a nut for screwing an anchor bolt is provided at a position of a lower surface that matches a through hole of a finishing material installation location of the support frame body. A finishing material characterized by 上記請求項15又は16のいずれかの項に記載の支持枠体における目地枠を設けずに表面が床として仕上げられており、仕上げ材を貼らずに行う床の施工方法に使用することを特徴とする支持枠体。   The surface is finished as a floor without providing a joint frame in the support frame body according to any one of claims 15 and 16, and is used for a floor construction method performed without applying a finishing material. Support frame body. 上側主面が傾斜面となっており、裏側を階段形状にしてあり、階段の上から嵌め込んで設置することにより階段の一部又は全てをスロープ化することを特徴とする床の施工方法に使用する支持枠体。   A floor construction method characterized in that the upper main surface is an inclined surface, the back side is a staircase shape, and part or all of the stairs is sloped by being fitted from the top of the stairs. Support frame to be used. 裏面の階段形状部分に、高さ調整調整機能を有することを特徴とする請求項23に記載の支持枠体。   The support frame body according to claim 23, wherein the stepped portion on the back surface has a height adjustment adjustment function.
JP2006067374A 2006-03-13 2006-03-13 Construction method of floor surface and support frame by use thereof Pending JP2007239418A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013217130A (en) * 2012-04-11 2013-10-24 Panasonic Corp Floor structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013217130A (en) * 2012-04-11 2013-10-24 Panasonic Corp Floor structure

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