JP2004150016A - Floor repair method and floor structure - Google Patents

Floor repair method and floor structure Download PDF

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Publication number
JP2004150016A
JP2004150016A JP2002312989A JP2002312989A JP2004150016A JP 2004150016 A JP2004150016 A JP 2004150016A JP 2002312989 A JP2002312989 A JP 2002312989A JP 2002312989 A JP2002312989 A JP 2002312989A JP 2004150016 A JP2004150016 A JP 2004150016A
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Japan
Prior art keywords
floor
height
flooring
erected
slab
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JP2002312989A
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Japanese (ja)
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JP4219653B2 (en
Inventor
Isamu Kotake
勇 小竹
Yoshihisa Iyogi
嘉久 五代儀
Masahiko Ogawa
昌彦 小川
Satonori Koyama
覚令 小山
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Sanyo Industries Ltd
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Sanyo Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a floor repair method excellent in an economical effect and a floor structure for a floor construction method for a building wherein a floor board is to be laid on a floor post footing and the floor structure. <P>SOLUTION: In the floor repair method for repairing the floor structure constructing a wooden sleeper 8 and a floor joist 10 on floor post footings 4 erected on a floor slab 2 at a predetermined interval and constructing a sub-face material 12 and flooring 14 thereon, the flooring 14 and the sub-face material 12 are peeled off, height adjustors 20 are fixed on the floor post footings to place a buffer 6, at the same time, the sleeper 8 is mounted on the buffer, these height adjustors 20 adjust the heights of the sleeper 8 and the floor joist 10 to a fixed level, and a sub-face material 13 and flooring 15 are constructed on the floor joist. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、束石の上に床材を敷設する建物の床改修工法及び床構造に関する。
【0002】
【従来の技術】
従来、建造物の床の改修工法に関する文献として特許文献1〜特許文献4等が開示されているが、これらは何れも住宅における床をフローリング床、或いはバリアフリーの床に改修する工法に関するものである。
【0003】
【特許文献1】
特開2002−88961号公報
【特許文献2】
特開2001−107539号公報
【特許文献3】
特開2001−107538号公報
【特許文献4】
特開平10−311133号公報
【0004】
本願出願人は、体育館などの比較的大規模な建物における束石を利用した床構造の改修に着目し、その床改修工法を発案したものである。したがって、上記各特許文献に記載の工法とは関連も少なく、またこれらの工法は床を束石で支持する床構造のものではない。
【0005】
従来の体育館、柔剣道場などの床構造は、図7に示すように、地肌のままの床スラブ2に複数の束石4を碁盤の目状に一部を埋設して立設し、この上にコイルスプリング、リングダンパー等の緩衝材6を配置し、さらにこの上に木製の大引材8、木製の根太材10、捨貼り材12、仕上げ用のフローリング材14の順に敷設される。
【0006】
【発明が解決しようとする課題】
このような床の改修にあたって、束石4を撤去し、床スラブにコンクリートを打設して床支持装置を設置し、この上に床材を敷設する工法が考えられる。しかし、この工法では、束石4等を撤去するのに大変な工事が伴い、また室内から室外への運搬作業にも時間を要し、さらには束石4等が産業廃棄物になるという問題がある。
【0007】
また、束石の撤去、コンクリートの打設に多大な改修費用を要するという問題がある。このため、束石(コンクリート製床束、ブロック製床束)を撤去することなく、これを再利用することが望まれる。
【0008】
さらに、束石4はその高さや隣接する束石4間の間隔が一定となっておらず、また束石4は床上での運動衝撃、地盤沈下などで大引材8との間に隙間が生じている場合があるので、単に捨貼り材12、及びフローリング材14を取り替えれば良いというものではなく、上記隙間をなくする必要がある。なお従来も、束石4と緩衝材6との間には木片などを差し込んで高さの調整が行われているが、長年の運動衝撃により、ずれたり脱着により緩衝材が役に立たない箇所が見られていた。
【0009】
本発明は、上記問題点に鑑みてなされたものであり、束石を利用した床構造に関し経済効果に優れた建物の床改修工法及び床構造を提供することを目的とする。
【0010】
【課題を解決するための手段】
以上の技術的課題を解決するため、本発明に係る床改修工法は、図7、図1及び図2に示すように、床スラブ2に所定間隔をおいて立設された束石4、これら束石の上に架設される木製の大引材8及び根太材10、さらにこの上に捨貼り材12、フローリング材14が敷設された床構造を改修する床改修工法において、上記フローリング材14及び上記捨貼り材12を剥がし、上記束石の上に高さ調整具20を固着しこの上部に緩衝材6を配置するとともに、当該緩衝材の上に上記大引材8を載置し、これら高さ調整具20を調節して上記大引材8、上記根太材10の高さを一定に調整し、上記根太材の上に捨貼り材13、フローリング材15を敷設することである。
【0011】
また、上記高さ調整具20は、上板部24、下板部26、及びこれら板部間の四隅近傍に設けられ、上記上板部の高さを調節ナット30,31で調節する支持ボルト28からなり、上記上板部24の上面に上記緩衝材6を介して上記大引材8を載置する溝部を有するものである。
【0012】
本発明に係る床構造は、床スラブ2の上に所定間隔をおいて立設された束石4と、これら束石の上部に介在し、下板部と高さ調節可能な上板部が設けられた高さ調整具20と、当該高さ調整具の上に配置される緩衝材6と、これら緩衝材の上部に架設され、上記高さ調整具により高さが一定に調整される木製の大引材8と、上記各大引材の上部に、これらの大引材と交差して配置される根太材10と、これら根太材10の上に敷設される捨貼り材13及びフローリング材15と、を有するものである。
【0013】
本発明に係る床改修工法は、図7、図3乃至図6に示すように、床スラブ2に所定間隔をおいて立設された束石4、これら束石の上に架設される大引材8及び根太材10、さらにこの上に捨貼り材12、フローリング材14が敷設された床構造を改修する床改修工法において、上記フローリング材14及び捨貼り材12を剥がし、さらに上記根太材10及び大引材8を取り除いた後、上記束石の上部に、弾性材62が装着された高さ調整具40を配置し、これら高さ調整具間に、上記弾性材を介在させて鋼製の大引材82を架設し、上記高さ調整具を調節して上記大引材の高さを一定に調整し、上記各大引材の上に、これら大引材82と交差して根太材84を所定間隔をおいて配置し、これら根太材の上に捨貼り材86及びフローリング材88を敷設することである。
【0014】
また、上記高さ調整具40は、基板42に所定の間隔をおいて立設された2本の支持ボルト44、これら支持ボルトに架設され、各支持ボルトの上部に螺合された調節ナット46,47により高さ調整可能な支持板48、この支持板の上部に固定され、弾性材62を介して上記大引材を支える受け具50、を有するものである。
【0015】
【発明の実施の形態】
以下、本発明の実施の形態に係る床改修工法及び床構造を図面に基づいて説明する。第一の実施の形態に係る床改修工法の基礎となる床構造は、上記図7に示すように、床スラブ2に立設された束石4(コンクリート製束石、ブロック製束石など)の上に床材を構築したものである。
【0016】
上記束石4は、床スラブ2に碁盤の目状に配置され、各束石4の上面部にコイルスプリング、リングダンパー、ゴム等の緩衝材6を置き、各緩衝材6の上部に固定された大引受具7に木製の大引材8が架設され止着具9により固定されている。各大引材8間にはこれと直交する向きに木製の根太材10が載置され、これら根太材10の上に捨貼り材12、フローリング材14が敷設されている。
【0017】
そして、この実施の形態に係る床構造では、上記床構造を改修するに際して、改修前の束石4は、隣接する束石と水平でなく、また束石の位置は直線状に位置していない場合が多々あった。このため、上記束石4と緩衝材6との間に図1に示す高さ調整具20を介在させ、束石4の高さのばらつき等を補正し、緩衝材6の支持を安定させる。上記高さ調整具20は、図1(a)(b)(c)に示すように鋼製の上板部24、下板部26、及びこれら板部間の四隅に設けられた支持ボルト28及び上板部24の高さを調整する調節ナット30,31からなる。
【0018】
上記下板部26は、平坦な矩形状の板材であり、四隅の近傍には溶着により頭部36が固定された支持ボルト28が立設されている。上記上板部24は矩形状の板体であり、中央に溝部32が、またこの左右にはフランジ部34,35が形成されている。また、上板部24には、上記下板部26の四隅に該当する位置に孔部33が設けられている。
【0019】
上記高さ調整具20は、各支持ボルト28の上部に一の調節ナット30を螺合し、この上から上板部24の各孔部33を嵌め、さらに他の調節ナット31をねじ込み上板部24を固定する。この高さ調整具20は、調節ナット30,31の位置を調節して上板部24の高さを増減する。
【0020】
さて、この実施の形態に係る床改修工法では、上記図7における束石4、緩衝材6、大引材8及び、根太材10は撤去せず、これらを利用して床を改修する。先ず、旧の古くなったフローリング材14、及び捨貼り材12を剥がして除去する。そして旧の緩衝材6、大引材8、根太材10に損傷などがなければこれらを再利用し、損傷がある場合はその部分を新しい部材と交換する。
【0021】
次に図2に示すように、束石4と緩衝材6との間に上記高さ調整具20を介在させる。このとき、束石4の上面部に接着材76を塗布し、高さ調整具20を接着固定する。これにより、高さ調整具20は束石4に強固に固定され、また緩衝材6は上板部24の溝部32に安定して配置される。上記高さ調整具20は、調節ナット30,31を回して上板部24を上下移動させ、上部の緩衝材6に支持された大引材8、根太材10の高さを一定に調整する。こうして、床全面の水平基準を設定後、新たな捨貼り材13を根太材10の上に敷設し、さらにフローリング材15を敷設して仕上げる。
【0022】
なお、他の床構造で緩衝材の配置されていないものがあるが、このような床構造であっても、上記実施の形態のように、束石の上面部に上記高さ調整具20を載置固定し、これと大引材との間に緩衝材6を介在させるようにしてもよい。
【0023】
従って、上記実施の形態によれば、束石を撤去せずに、再利用して床の改修が行えることにより、改修費用が低減され、また束石を産業廃棄物にしなくて済む。加えて、緩衝材、大引材、根太材などに損傷などがなければこれを再利用するので、これも産業廃棄物とならず、改修費用も低減される。さらに、従来の束石は、隣接する束石の間隔が一定となってなく、束石の高さも一定に敷設されていないために、床の水平レベル調整が困難であったが、高さ調整具を束石に固定することで水平レベル調整が容易に行えるので、工事の施工性にも優れ、また緩衝材により良好に床衝撃が緩和されるという効果がある。
【0024】
次に、第二の実施の形態に係る床改修工法及び床構造について説明する。この実施の形態では、上記図7における束石4のみを残して床を改修する。このため、旧の古くなったフローリング材14、及び捨貼り材12を剥がして撤去し、さらに緩衝材6、大引材8、根太材10を取り外して撤去する。
【0025】
図3は、この実施の形態に用いられる高さ調整具40を示したものである。この高さ調整具40は、図4に示すように、床スラブ2の上に配置された束石4と大引材82との間に介在させ、大引材82の高さを調整する。
【0026】
この高さ調整具40は、図3に示すように、鋼製の基板42に所定の間隔をおいて立設された2本の支持ボルト44、この上部に螺合された高さの調節ナット46,47、これらの支持ボルト44に架設される支持板48、この支持板48の上部に溶着固定された受け具50、及び受け具50の左右上部を連結するボルト52及びナット54からなる。この高さ調整具40は、上記調節ナット46,47をそれぞれ回して、支持板48、受け具50の高さを調節する。
【0027】
上記支持板48は断面ハット状で、中央部に溝部56が、またその左右にはフランジ部58,59が形成されている。上記支持ボルト44は、その頭部45が基板42に溶着され、またこれらは上記支持板48の中心線から偏った位置に固定されている。そして支持板48のフランジ部58,59には、それぞれ中央部から逆方向に偏った位置に孔部が設けられ、これらに支持ボルト44が挿通固定され、上記ボルト52及びナット54の取付けの邪魔にならないようにしている。
【0028】
上記受け具50は断面U字状に形成され、この内部面に沿って断面U字状のゴム、合成樹脂等からなる弾性材62が固着されている。また、この受け具50は、底板部64の両側から側板部66,67が立設され、これら側板部66,67間はボルト52、ナット54で連結固定されている。上記基板42には、複数の孔部74が設けられている。
【0029】
この実施の形態に係る床改修工法では、先ず、図7に示す古いフローリング材14、捨貼り材12を剥がし、さらに、根太材10、大引材8、緩衝材6を取り外してそれぞれ撤去する。この後、図4、図5に示す床構造を構築する。先ず、残された束石4の上面部に接着材76を塗布し、ここに高さ調整具40を接着固定する。この際、基板42の孔部74から、接着材76が湧き出て基板2の上面の一部を覆うので、高さ調整具40の固定が強固になる。
【0030】
次に、上記高さ調整具40間に鋼製の大引材82を架設する。この大引材82は、断面矩形状の角管である。大引材82は、上記受け具50内の弾性材62によって保持され、受け具50上部に渡されたボルト52、ナット54で締着されている。この弾性材62の緩衝効果により、床面から大引材82に伝わる衝撃が緩和される。
【0031】
大引材82の取付け後、高さ調整具40の調節ナット46,47を回して大引材82の高さを一定に調整し、床全面の水平基準を設定する。この後、断面ハット状の鋼製の根太材84を大引材82と直行する方向に配置し、ビス65を用いて大引材82に固定する。図6は大引材82及び根太材84を敷設した後の平面を示したものであり、必要に応じて、点検用のハッチ78を設ける。そして、根太材84の上に新たな捨貼り材86、フローリング材88を敷設して仕上げる。
【0032】
従って、上記第二の実施の形態によれば、束石を撤去せずに、再利用して床の改修が行えることにより、改修費用が低減され、また束石を産業廃棄物にすることもない。また、従来の束石は、隣接する束石の間隔が一定となってなく、束石の高さも一定に敷設されていないために、床の水平レベル調整が困難であったが、高さ調整具によって水平レベル調整が容易に行えて施工性に優れ、また高さ調整具の弾性材により良好に床衝撃が緩和されるという効果がある。
【0033】
【発明の効果】
以上説明したように、本発明に係る床改修工法によれば、フローリング材及び捨貼り材を剥がし、束石の上に高さ調整具を固着しこの上部に緩衝材を配置し、高さ調整具を調節して大引材、根太材の高さを一定に調整し、根太材の上に捨貼り材、フローリング材を敷設することとしたから、束石の撤去による産業廃棄物の発生もなく、束石を再利用して床の改修が行えて経済効果に優れ、また大引材、根太材なども再利用するので費用が低減され、さらに、高さ調整具によって水平レベル調整が容易に行えて施工性が良く、また緩衝材により良好に床衝撃が緩和されるという効果を奏する。
【0034】
また、本発明に係る床構造によれば、束石の上部に介在する高さ調整具、この上部に配置される緩衝材、これらの上部に架設され高さが一定に調整される大引材、根太材、これら根太材の上に敷設される捨貼り材及びフローリング材を有するものとしたから、床スラブへのコンクリートの打ち込み等の工事が不要で経済的であり、さらに高さ調整具によって水平レベル調整が容易に行えて施工性に優れ、また床衝撃が緩和されるという効果がある。
【0035】
また、本発明に係る床改修工法によれば、フローリング材及び捨貼り材を剥がし、さらに根太材及び大引材を取り除いた後、束石の上部に弾性材が装着された高さ調整具を配置し、これら高さ調整具間に大引材を架設して高さを一定に調整し、各大引材の上に根太材を配置し、これら根太材の上に捨貼り材及びフローリング材を敷設することとしたから、束石を再利用し床の改修が行えて経済効果に優れ、さらに高さ調節具によって水平レベル調整が容易に行えて施工性が良く、また弾性材により良好に床衝撃が緩和されるという効果を奏する。
【図面の簡単な説明】
【図1】本発明の第一の実施の形態に係る高さ調整具を示す図である。
【図2】第一の実施の形態に係る床構造の部分図である。
【図3】第二の実施の形態に係る高さ調整具である。
【図4】第二の実施の形態に係る床構造の部分側面図である。
【図5】第二の実施の形態に係り、床構造を別方向から見た部分側面図である。
【図6】第二の実施の形態に係り、床構造の下地材を示す部分平面図である。
【図7】従来例に係り、本発明の基礎となる床構造を示す図である。
【符号の説明】
2 床スラブ
4 束石
6 緩衝材
8 (木製)大引材
10 (木製)根太材
12 (旧)捨貼り材
13,86 捨貼り材
14 (旧)フローリング材
15,88 フローリング材
20,40 高さ調整具
24 上板部
26 下板部
42 基板
44 支持ボルト
46,47 調節ナット
48 支持板
50 受け具
62 弾性材
82 (鋼製)大引材
84 (鋼製)根太材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a floor repair method and a floor structure for a building in which a floor material is laid on a slab.
[0002]
[Prior art]
Conventionally, Patent Literatures 1 to 4 have been disclosed as documents relating to a method of repairing a floor of a building, but all of them relate to a method of repairing a floor in a house to a flooring floor or a barrier-free floor. is there.
[0003]
[Patent Document 1]
Japanese Patent Application Laid-Open No. 2002-88961 [Patent Document 2]
JP 2001-107539 A [Patent Document 3]
JP 2001-107538 A [Patent Document 4]
Japanese Patent Application Laid-Open No. H10-31133
The applicant of the present application has focused on the repair of a floor structure using a slab in a relatively large building such as a gymnasium, and has devised a floor repair method. Therefore, there is little relation with the construction methods described in each of the above-mentioned patent documents, and these construction methods are not of a floor structure in which a floor is supported by slabs.
[0005]
As shown in FIG. 7, the floor structure of a conventional gymnasium, a soft sword dojo, or the like is constructed by laying a plurality of slabs 4 on a floor slab 2 with the ground surface partially laid in a grid pattern. A cushioning material 6 such as a coil spring and a ring damper is arranged thereon, and a large wooden material 8, a wooden joist material 10, a discarded material 12, and a finishing flooring material 14 are laid in this order.
[0006]
[Problems to be solved by the invention]
In such a floor repair, a method of removing the slab 4, casting concrete on a floor slab, installing a floor support device, and laying a floor material thereon is conceivable. However, in this method, it takes a lot of work to remove the shards 4 and the like, and it takes time to transport the slabs 4 from the room to the outside. In addition, the slabs 4 and the like become industrial waste. There is.
[0007]
In addition, there is a problem that a large repair cost is required for removing slabs and placing concrete. For this reason, it is desired to reuse a slab (concrete floor bundle, block floor bundle) without removing it.
[0008]
Further, the height of the slab 4 and the distance between the adjacent slabs 4 are not constant, and a gap is formed between the slab 4 and the large pulling material 8 due to a motion impact on the floor, land subsidence, and the like. Since it may occur, it is not sufficient to simply replace the laminating material 12 and the flooring material 14, and it is necessary to eliminate the gap. Heretofore, the height has been adjusted by inserting a piece of wood or the like between the slab 4 and the cushioning material 6. However, due to long-term motion impact, there are some places where the cushioning material becomes useless due to displacement or detachment. Had been.
[0009]
The present invention has been made in view of the above problems, and an object of the present invention is to provide a floor repair method and a floor structure of a building which is excellent in economical effect with respect to a floor structure using slabs.
[0010]
[Means for Solving the Problems]
In order to solve the above technical problems, the floor repair method according to the present invention employs a slab 4 erected at a predetermined interval on a floor slab 2 as shown in FIGS. 7, 1 and 2. In the floor renovation method for renovating a floor structure on which a wooden pulling material 8 and a joist material 10 to be erected on a slab, and furthermore, a laminating material 12 and a flooring material 14 are laid, The scraping material 12 is peeled off, the height adjuster 20 is fixed on the slab, the cushioning material 6 is arranged on the height adjusting tool 20, and the large pulling material 8 is placed on the cushioning material. The height adjusting tool 20 is adjusted to adjust the height of the large pulling material 8 and the joist material 10 to a constant level, and the rubbing material 13 and the flooring material 15 are laid on the joist material.
[0011]
The height adjuster 20 is provided near the upper plate portion 24, the lower plate portion 26, and four corners between these plate portions, and is a support bolt for adjusting the height of the upper plate portion with the adjustment nuts 30 and 31. 28, and has a groove on the upper surface of the upper plate portion 24 for mounting the large attracting material 8 via the cushioning material 6.
[0012]
The floor structure according to the present invention includes a slab 4 erected at a predetermined interval on a floor slab 2 and a lower plate and an upper plate which can be adjusted in height, interposed above the slab. The height adjuster 20 provided, the cushioning material 6 disposed on the height adjuster, and the wooden material which is erected above the cushioning material and whose height is adjusted to be constant by the height adjuster. Large timber 8, a joist 10 arranged above the above large timber and crossing these large timbers, a rubbing material 13 and a flooring material laid on these joists 10 15.
[0013]
As shown in FIGS. 7 and 3 to 6, the floor repair method according to the present invention employs a slab 4 erected at a predetermined interval on a floor slab 2, In the floor renovation method for renovating a floor structure on which a timber 8 and a joist 10, and further a discarding material 12 and a flooring material 14 are laid, the flooring material 14 and the discarding material 12 are peeled off. After removing the attraction material 8, a height adjuster 40 with an elastic material 62 mounted thereon is disposed above the slab, and the elastic material is interposed between the height adjusters to make the steel. The large pulling material 82 is erected, and the height of the large pulling material is adjusted to be constant by adjusting the height adjusting tool. The materials 84 are arranged at predetermined intervals, and the scraping material 86 and the flooring material 8 are placed on the joists. It is to laying.
[0014]
The height adjuster 40 includes two support bolts 44 erected on the board 42 at a predetermined interval, an adjustment nut 46 erected on these support bolts, and screwed to the upper part of each support bolt. , 47 and a support 50 fixed to the upper portion of the support plate and supporting the above-mentioned large attracting material via an elastic member 62.
[0015]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a floor repair method and a floor structure according to an embodiment of the present invention will be described with reference to the drawings. As shown in FIG. 7, the floor structure serving as the basis of the floor repair method according to the first embodiment is a slab 4 (a concrete slab, a block slab, etc.) erected on the floor slab 2. The floor material is constructed on the floor.
[0016]
The slab stones 4 are arranged in a grid pattern on the floor slab 2, and a cushioning material 6 such as a coil spring, a ring damper, or rubber is placed on the upper surface of each slab stone 4, and is fixed to the upper part of each cushioning material 6. A large wooden member 8 is erected on the large receiving member 7 and fixed by a fastening member 9. A wooden joist 10 is placed between the large pulling materials 8 in a direction perpendicular to the wooden joist 8, and a discarded material 12 and a flooring material 14 are laid on the joist 10.
[0017]
In the floor structure according to this embodiment, when the floor structure is repaired, the shackles 4 before the repair are not horizontal with the adjacent shards, and the positions of the shards are not linearly located. There were many cases. For this reason, the height adjuster 20 shown in FIG. 1 is interposed between the bracelet 4 and the cushioning material 6 to correct the variation in the height of the bracelet 4 and stabilize the support of the cushioning material 6. As shown in FIGS. 1A, 1B, and 1C, the height adjuster 20 includes a steel upper plate portion 24, a lower plate portion 26, and support bolts 28 provided at four corners between these plate portions. And adjustment nuts 30 and 31 for adjusting the height of the upper plate portion 24.
[0018]
The lower plate portion 26 is a flat rectangular plate material, and support bolts 28 to which a head portion 36 is fixed by welding are set up near four corners. The upper plate portion 24 is a rectangular plate body, and has a groove portion 32 in the center and flange portions 34 and 35 formed on the left and right sides. The upper plate 24 has holes 33 at positions corresponding to the four corners of the lower plate 26.
[0019]
The height adjusting tool 20 is configured such that one adjusting nut 30 is screwed into an upper portion of each supporting bolt 28, each hole 33 of the upper plate portion 24 is fitted from above, and another adjusting nut 31 is further screwed into the upper plate. The part 24 is fixed. The height adjuster 20 adjusts the positions of the adjustment nuts 30 and 31 to increase or decrease the height of the upper plate portion 24.
[0020]
By the way, in the floor repair method according to this embodiment, the slab 4, the cushioning material 6, the large pulling material 8, and the joist 10 in FIG. 7 are not removed, and the floor is repaired using these materials. First, the old and old flooring material 14 and the discarded material 12 are peeled off and removed. If there is no damage on the old cushioning material 6, large pulling material 8, and joist material 10, they are reused. If there is damage, the parts are replaced with new members.
[0021]
Next, as shown in FIG. 2, the height adjuster 20 is interposed between the slab 4 and the cushioning material 6. At this time, the adhesive 76 is applied to the upper surface of the slab 4 and the height adjuster 20 is adhered and fixed. As a result, the height adjuster 20 is firmly fixed to the slab 4, and the cushioning material 6 is stably disposed in the groove 32 of the upper plate 24. The height adjuster 20 rotates the adjustment nuts 30 and 31 to move the upper plate portion 24 up and down, and adjusts the height of the large pulling member 8 and the joist member 10 supported by the upper cushioning member 6 to be constant. . After setting the horizontal reference of the entire floor in this way, a new rubbing material 13 is laid on the joist material 10 and a flooring material 15 is laid to finish.
[0022]
It should be noted that although there is another floor structure in which the cushioning material is not arranged, even with such a floor structure, as in the above embodiment, the height adjuster 20 is provided on the upper surface of the slab. It is also possible to mount and fix, and interpose the cushioning material 6 between this and the large attracting material.
[0023]
Therefore, according to the above-described embodiment, since the floor can be repaired and reused without removing the slabs, the repair cost can be reduced, and the slabs need not be turned into industrial waste. In addition, if there is no damage on the cushioning material, the large-scale lumber, the joist, etc., they are reused, so that they are not industrial waste, and the repair cost is reduced. Furthermore, in the conventional slabs, the distance between adjacent slabs is not constant, and the height of the slabs is not laid, so it was difficult to adjust the horizontal level of the floor. Since the horizontal level can be easily adjusted by fixing the tool to the slab, there is an effect that the workability of the construction is excellent, and the floor impact is favorably reduced by the cushioning material.
[0024]
Next, a floor repair method and a floor structure according to a second embodiment will be described. In this embodiment, the floor is repaired while leaving only the slab 4 in FIG. For this reason, the old and old flooring material 14 and the pasting material 12 are peeled off and removed, and the cushioning material 6, the large drawing material 8 and the joist material 10 are removed and removed.
[0025]
FIG. 3 shows a height adjuster 40 used in this embodiment. As shown in FIG. 4, the height adjuster 40 is interposed between the slab 4 arranged on the floor slab 2 and the large attracting material 82 to adjust the height of the large attracting material 82.
[0026]
As shown in FIG. 3, the height adjuster 40 includes two support bolts 44 erected on a steel substrate 42 at a predetermined interval, and a height adjustment nut screwed on the support bolts 44. 46, 47, a support plate 48 laid over these support bolts 44, a receiving member 50 welded and fixed to the upper portion of the supporting plate 48, and a bolt 52 and a nut 54 connecting the left and right upper portions of the receiving member 50. The height adjusting tool 40 adjusts the height of the support plate 48 and the receiving tool 50 by turning the adjusting nuts 46 and 47, respectively.
[0027]
The support plate 48 has a hat-shaped cross section, and has a groove 56 at the center and flanges 58 and 59 on the left and right sides. The heads 45 of the support bolts 44 are welded to the substrate 42, and they are fixed at positions offset from the center line of the support plate 48. Holes are provided in the flange portions 58 and 59 of the support plate 48 at positions deviated in the opposite direction from the center portion, and the support bolts 44 are inserted and fixed in these holes, thereby obstructing the mounting of the bolts 52 and nuts 54. I try not to be.
[0028]
The receiving member 50 is formed in a U-shaped cross section, and an elastic member 62 made of rubber, synthetic resin, or the like having a U-shaped cross section is fixed along the inner surface. In the receiving device 50, side plate portions 66 and 67 are erected from both sides of the bottom plate portion 64, and the side plate portions 66 and 67 are connected and fixed by bolts 52 and nuts 54. The substrate 42 is provided with a plurality of holes 74.
[0029]
In the floor renovation method according to this embodiment, first, the old flooring material 14 and the waste material 12 shown in FIG. 7 are peeled off, and further, the joist material 10, the large drawing material 8 and the cushioning material 6 are removed and removed. Thereafter, the floor structure shown in FIGS. 4 and 5 is constructed. First, an adhesive 76 is applied to the upper surface of the remaining slab 4, and the height adjuster 40 is bonded and fixed thereto. At this time, since the adhesive 76 gushes out from the hole 74 of the substrate 42 and covers a part of the upper surface of the substrate 2, the fixing of the height adjuster 40 becomes strong.
[0030]
Next, a large steel pulling member 82 is installed between the height adjusting tools 40. The large attracting member 82 is a rectangular tube having a rectangular cross section. The large pulling member 82 is held by the elastic member 62 in the receiving member 50, and is fastened by the bolt 52 and the nut 54 passed over the receiving member 50. The shock transmitted from the floor surface to the large pulling member 82 is reduced by the buffer effect of the elastic member 62.
[0031]
After attaching the large pulling material 82, the height of the large pulling material 82 is adjusted to be constant by turning the adjusting nuts 46 and 47 of the height adjusting tool 40, and the horizontal reference of the entire floor is set. Thereafter, a steel joist 84 having a hat-shaped cross section is arranged in a direction perpendicular to the large pulling material 82, and is fixed to the large pulling material 82 using screws 65. FIG. 6 shows a plane after the large pulling material 82 and the joist material 84 are laid, and a hatch 78 for inspection is provided as necessary. Then, a new discarded material 86 and a flooring material 88 are laid on the joist material 84 and finished.
[0032]
Therefore, according to the second embodiment, since the slabs can be reused and the floor can be repaired without removing the slabs, the repair cost can be reduced, and the slabs can be turned into industrial waste. Absent. Also, in the conventional slabs, the spacing between adjacent slabs is not constant, and the height of the slabs is not laid, which makes it difficult to adjust the horizontal level of the floor. The horizontal level can be easily adjusted by the fixture, and the workability is excellent, and the elastic material of the height adjuster has an effect of favorably reducing the floor impact.
[0033]
【The invention's effect】
As described above, according to the floor renovation method according to the present invention, the flooring material and the laminating material are peeled off, the height adjuster is fixed on the slab, the cushioning material is arranged on the upper part, and the height adjustment is performed. By adjusting the fittings and adjusting the height of the large lumber and joist to a constant level, and laying the flooring and flooring material on the joist, industrial waste due to the removal of slabs is also generated. The slabs are reused to renovate the floor, and the floor is renovated, resulting in excellent economic effects. Also, large-scale timbers and joists are reused to reduce costs, and horizontal level adjustment is easy with the height adjustment tool. In addition, the present invention has an effect that the workability is good and the workability is good, and the floor impact is favorably reduced by the cushioning material.
[0034]
Further, according to the floor structure of the present invention, a height adjuster interposed in the upper portion of the slab, a cushioning material disposed in the upper portion, a large pulling material erected on these upper portions and having a constant height. , Joists, flooring slabs and flooring materials laid on these joists, so it is not necessary to construct concrete on the floor slab, and it is economical. There is an effect that the horizontal level can be easily adjusted, the workability is excellent, and the floor impact is reduced.
[0035]
Further, according to the floor renovation method according to the present invention, after removing the flooring material and the laminating material, and further removing the joist material and the large pulling material, a height adjuster having an elastic material attached to the upper part of the slab is Arrange the large pulling material between these height adjusters, adjust the height to a constant level, place the joists on each of the large pulling materials, drop the joists on these joists and the flooring material The floor is re-used, the floor can be renovated and the floor can be renovated, which is economical. The height adjuster makes it easy to adjust the horizontal level and the workability is good. An effect is obtained that floor impact is reduced.
[Brief description of the drawings]
FIG. 1 is a view showing a height adjuster according to a first embodiment of the present invention.
FIG. 2 is a partial view of a floor structure according to the first embodiment.
FIG. 3 is a height adjuster according to a second embodiment.
FIG. 4 is a partial side view of a floor structure according to a second embodiment.
FIG. 5 is a partial side view of the floor structure viewed from another direction according to the second embodiment.
FIG. 6 is a partial plan view showing a base material having a floor structure according to the second embodiment.
FIG. 7 is a view showing a floor structure on which the present invention is based, according to a conventional example.
[Explanation of symbols]
2 Floor slab 4 Bunch stone 6 Buffer material 8 (Wood) Large pulling material 10 (Wood) Joist material 12 (Old) Waste material 13,86 Waste material 14 (Old) Flooring material 15,88 Flooring material 20,40 Height Adjusting tool 24 Upper plate portion 26 Lower plate portion 42 Substrate 44 Support bolts 46, 47 Adjustment nut 48 Support plate 50 Receiver 62 Elastic material 82 (steel) Large pulling material 84 (steel) joist material

Claims (5)

床スラブに所定間隔をおいて立設された束石、これら束石の上に架設される木製の大引材及び根太材、さらにこの上に捨貼り材、フローリング材が敷設された床構造を改修する床改修工法において、
上記フローリング材及び上記捨貼り材を剥がし、
上記束石の上に高さ調整具を固着しこの上部に緩衝材を配置するとともに、当該緩衝材の上に上記大引材を載置し、
これら高さ調整具を調節して上記大引材、上記根太材の高さを一定に調整し、上記根太材の上に捨貼り材、フローリング材を敷設することを特徴とする床改修工法。
The slabs erected at predetermined intervals on the floor slab, wooden large pulling materials and joists erected on these slabs, and the floor structure on which laying materials and flooring materials are laid In the floor renovation method to be renovated,
Peel the flooring material and the discarded material,
Affixing the height adjuster on the slab and placing the cushioning material on top of it, placing the large pulling material on the cushioning material,
A floor renovation method comprising adjusting the height adjusters to adjust the heights of the large pulling material and the joist material to a constant value, and laying a discard material and a flooring material on the joist material.
上記高さ調整具は、上板部、下板部、及びこれら板部間の四隅近傍に設けられ、上記上板部の高さを調節ナットで調節する支持ボルトからなり、上記上板部の上面に上記緩衝材を介して上記大引材を載置する溝部を有することを特徴とする請求項1に記載の床改修工法。The height adjuster is provided in the vicinity of four corners between the upper plate, the lower plate, and these plates, and includes a support bolt that adjusts the height of the upper plate with an adjustment nut. The floor renovation method according to claim 1, further comprising a groove on the upper surface for mounting the large pulling material via the cushioning material. 床スラブの上に所定間隔をおいて立設された束石と、
これら束石の上部に介在し、下板部と高さ調節可能な上板部が設けられた高さ調整具と、
当該高さ調整具の上に配置される緩衝材と、
これら緩衝材の上部に架設され、上記高さ調整具により高さが一定に調整される木製の大引材と、
上記各大引材の上部に、これらの大引材と交差して配置される根太材と、
これら根太材の上に敷設される捨貼り材及びフローリング材と、を有することを特徴とする床構造。
Stakes erected at predetermined intervals on the floor slab,
A height adjuster interposed on the upper part of these slabs and provided with a lower plate and an upper plate that can be adjusted in height,
Cushioning material arranged on the height adjusting tool,
A wooden large pulling material that is erected above these cushioning materials and whose height is adjusted to be constant by the height adjuster,
At the top of each of the above-mentioned large lumbers, a joist that is arranged to intersect these large lumbers,
A floor structure comprising: a laminating material and a flooring material laid on these joists.
床スラブに所定間隔をおいて立設された束石、これら束石の上に架設される大引材及び根太材、さらにこの上に捨貼り材、フローリング材が敷設された床構造を改修する床改修工法において、
上記フローリング材及び捨貼り材を剥がし、さらに上記根太材及び大引材を取り除いた後、
上記束石の上部に、弾性材が装着された高さ調整具を配置し、
これら高さ調整具間に、上記弾性材を介在させて鋼製の大引材を架設し、
上記高さ調整具を調節して上記大引材の高さを一定に調整し、
上記各大引材の上に、これら大引材と交差して根太材を所定間隔をおいて配置し、
これら根太材の上に捨貼り材及びフローリング材を敷設することを特徴とする床改修工法。
Renovate the slabs erected at predetermined intervals on the floor slab, large pulling materials and joists erected on these slabs, and furthermore, flooring materials and flooring materials laid thereon In the floor repair method,
After peeling off the flooring material and discarded material, and further removing the joist material and large pulling material,
At the top of the slab, place a height adjuster with an elastic material attached,
Between these height adjusters, a steel pulling material is erected by interposing the elastic material,
Adjust the height adjustment tool to adjust the height of the large pulling material constant,
On each of the above-mentioned large pulling materials, the joists are arranged at predetermined intervals intersecting with these large drawing materials,
A floor renovation method characterized by laying discarded material and flooring material on these joists.
上記高さ調整具は、基板に所定の間隔をおいて立設された2本の支持ボルト、これら支持ボルトに架設され、各支持ボルトの上部に螺合された調節ナットにより高さ調整可能な支持板、この支持板の上部に固定され、弾性材を介して上記大引材を支える受け具、を有することを特徴とする請求項4に記載の床改修工法。The height adjuster is height-adjustable by two support bolts erected on the substrate at a predetermined interval, mounted on these support bolts, and an adjustment nut screwed on top of each support bolt. The floor repair method according to claim 4, further comprising a support plate, and a support fixed to an upper portion of the support plate and supporting the large pulling material via an elastic material.
JP2002312989A 2002-10-28 2002-10-28 Floor repair method Expired - Fee Related JP4219653B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008196156A (en) * 2007-02-09 2008-08-28 Kimura Giken:Kk Floor structure
JP2015137452A (en) * 2014-01-20 2015-07-30 株式会社ヒーローライフカンパニー Support post for floor and floor structure
KR101858666B1 (en) * 2017-11-10 2018-05-17 주식회사 종합건축사사무소가전 Window constructions for high-rise apartment houses

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101266731B1 (en) 2012-03-14 2013-05-28 윤형섭 Vibration isolating system for gymnasium flooring board

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008196156A (en) * 2007-02-09 2008-08-28 Kimura Giken:Kk Floor structure
JP2015137452A (en) * 2014-01-20 2015-07-30 株式会社ヒーローライフカンパニー Support post for floor and floor structure
KR101858666B1 (en) * 2017-11-10 2018-05-17 주식회사 종합건축사사무소가전 Window constructions for high-rise apartment houses

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