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JP3046555B2 - Construction method of house floorboard - Google Patents
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JP3046555B2 - Construction method of house floorboard - Google Patents

Construction method of house floorboard

Info

Publication number
JP3046555B2
JP3046555B2 JP8353434A JP35343496A JP3046555B2 JP 3046555 B2 JP3046555 B2 JP 3046555B2 JP 8353434 A JP8353434 A JP 8353434A JP 35343496 A JP35343496 A JP 35343496A JP 3046555 B2 JP3046555 B2 JP 3046555B2
Authority
JP
Japan
Prior art keywords
steel
steel wire
cloth
mortar
floorboard
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP8353434A
Other languages
Japanese (ja)
Other versions
JPH10169197A (en
Inventor
勝也 平岡
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP8353434A priority Critical patent/JP3046555B2/en
Publication of JPH10169197A publication Critical patent/JPH10169197A/en
Application granted granted Critical
Publication of JP3046555B2 publication Critical patent/JP3046555B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、住宅床板の施工
方法、更に詳しくは、対向する布基礎間に床板を配置す
ることによって床を構築する施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a house floorboard, and more particularly to a method of constructing a floor by arranging floorboards between facing fabric foundations.

【0002】[0002]

【従来の技術】従来の住宅床板の施工方法は、布基礎で
囲まれた部分の地面に盛土を行なってその上に防湿シー
トを敷設し、布基礎に大引受金具を取り付け、布基礎の
対向面間に大引をセットし、この大引上に多数の根太を
平行状の配置で取り付け、レベル出し後に根太上に床板
を敷設して固定した後、その表面に仕上材を貼って行く
工程を経て施工されている。
2. Description of the Related Art A conventional method for constructing a house floor panel is to fill a ground in a portion surrounded by a cloth foundation, lay a moisture-proof sheet thereon, attach a large undertaking to the cloth foundation, and oppose the cloth foundation. A process of setting a pull between surfaces, attaching a large number of joists on this pull in a parallel arrangement, laying a floor board on the joists after leveling and fixing, then sticking a finishing material on the surface Has been constructed.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記のよう
な従来の施工方法は、大工仕事となり、施工に熟練した
技術が必要になると共に、技術の差によって仕上りに違
いが生じ、しかも施工に工期がかかるので当然コストア
ップになり、熟練した技術者の確保も困難であるという
問題がある。
By the way, the conventional construction method as described above is a carpentry work, which requires skilled technique for construction, and a difference in finish is caused due to a difference in technique. However, there is a problem that the cost increases and it is difficult to secure skilled engineers.

【0004】また、床組の構成に木材を使用するので、
湿気による腐食やねじれが発生し、白蟻の被害が生じる
という問題がある。
[0004] Also, since wood is used for the construction of the floor set,
There is a problem that corrosion and torsion due to moisture are caused, and termites are damaged.

【0005】更に、従来の住宅床板は床板の下側に束石
や大引受柱等があり、免震装置をつくることは困難であ
った。
[0005] Furthermore, in the conventional house floorboard, there are a bunch of stones, a large undertaking pillar and the like below the floorboard, and it is difficult to make a seismic isolation device.

【0006】そこで、この発明の課題は、床板の施工が
熟練した技術を必要とすることなく簡単に能率よく施工
でき、湿気や白蟻の問題も解決できる住宅床板の施工方
法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for constructing a floorboard for a house, which can easily and efficiently construct the floorboard without requiring a skilled technique and can solve the problems of moisture and termites. .

【0007】[0007]

【課題を解決するための手段】上記のような課題を解決
するため、請求項1の発明は、対向する布基礎間にPC
鋼線又はPC鋼棒を渡して緊張定着させた後、対向する
布基礎間に嵌め込んだ床板を上記PC鋼線又はPC鋼棒
の上に載せ、該床板をPC鋼線又はPC鋼棒に金物等を
用いて固定する構成を採用したものである。
Means for Solving the Problems To solve the above-mentioned problems, the invention of claim 1 is directed to a method in which a PC is provided between opposed cloth foundations.
After passing the steel wire or the PC steel bar to fix the tension, the floor plate fitted between the facing fabric foundations is placed on the PC steel wire or the PC steel bar, and the floor plate is mounted on the PC steel wire or the PC steel bar. It employs a configuration in which it is fixed using hardware or the like.

【0008】請求項2の発明は、布基礎の側面に、PC
鋼線又はPC鋼棒の定着位置を調整可能とする金物を設
け、左右の位置関係及び上下のレベルを調整できるよう
にし、該金物を、PC鋼線又はPC鋼棒の緊張定着後
に、モルタルや剛性樹脂等の防錆材で覆う構成を採用し
たものである。
According to a second aspect of the present invention, the side of the cloth
A metal fitting that can adjust the fixing position of the steel wire or the PC steel rod is provided so that the left-right positional relationship and the upper and lower levels can be adjusted. It adopts a configuration that covers with a rust preventive such as rigid resin.

【0009】請求項3の発明は、床板の内部に挿入して
あるパイプの両端にねじが形成してあり、この床板を対
向する布基礎間に嵌め込み、布基礎の外部より挿入した
ボルトをパイプのねじと締結することにより床板を布基
礎に固定する構成を採用したものである。
According to a third aspect of the present invention, a screw is formed at both ends of a pipe inserted into a floor plate, and the floor plate is fitted between opposing cloth foundations, and bolts inserted from outside the cloth foundation are inserted into the pipe. The floor plate is fixed to the cloth foundation by fastening with the screws.

【0010】請求項4の発明はPC鋼棒の吊り下げ床板
施工方法であり、PC鋼棒保持金物を布基礎に設ける場
合、布基礎と床板保持金物との間にベアリングを介在
し、又保持金物の内側に板スプリングを設け、これらベ
アリング又はスプリングにより、地震時に布基礎が左右
に震動しても床板が震動しないようにした構成を採用し
たものである。
[0010] The invention of claim 4 is a method for constructing a suspended floor plate of PC steel bars. When a PC steel bar holding hardware is provided on a cloth base, a bearing is interposed between the cloth foundation and the floor plate holding hardware and held. A plate spring is provided inside the hardware so that the floor plate does not vibrate by these bearings or springs even if the cloth foundation vibrates left and right during an earthquake.

【0011】請求項5の発明は、上面が開放した容器に
形成され、内部底面に断熱材を敷設した型枠の側面間に
複数本のPC鋼線又はPC鋼棒を通じ、このPC鋼線又
はPC鋼棒を対向する布基礎に定着固定した該布基礎間
に型枠を配置し、上記型枠内のPC鋼線又はPC鋼棒上
にメッシュ鉄筋を設置した後、型枠内にモルタル又はコ
ンクリートを投入して床板を形成する構成を採用したも
のである。
The invention according to claim 5 is characterized in that the PC steel wire or the PC steel rod is passed through a plurality of PC steel wires or PC steel rods between the side surfaces of a mold formed in a container having an open upper surface and having a heat insulating material laid on the inner bottom surface. After placing a steel frame between the cloth foundations in which the PC steel rods are fixedly secured to the opposing cloth foundations, and installing a mesh reinforcing bar on the PC steel wire or the PC steel rods in the above-mentioned formwork, mortar or This adopts a configuration in which concrete is charged to form a floor plate.

【0012】請求項6と7の発明は、請求項5の発明に
おいて、型枠内に投入したモルタル又はコンクリートの
硬化後にPC鋼線又はPC鋼棒を緊張させて床板にプレ
ストレスを導入したり、事前にPC鋼線又はPC鋼棒を
緊張させたのち、コンクリートを投入して硬化させてプ
レストレスを導入する構成を採用したものである。
According to the invention of claims 6 and 7, in the invention of claim 5, after the hardening of the mortar or concrete put into the formwork, the PC steel wire or the PC steel rod is tensioned to introduce prestress into the floor plate. After the PC steel wire or the PC steel rod is tensioned in advance, concrete is put in and hardened to introduce a prestress.

【0013】請求項8の発明は、内部中空の容器状に形
成され、内部底面に断熱材とその上にメッシュ鉄筋を収
納した型枠の一面にモルタルやコンクリートの注入口と
エア抜き兼、注入点検口を設け、この型枠にPC鋼線又
はPC鋼棒を通し、該PC鋼線又はPC鋼棒を対向する
布基礎に定着固定して該布基礎間に型枠を配置し、上記
型枠内に注入口よりモルタルやコンクリートを注入して
床板を形成する構成を採用したものである。
[0013] The invention of claim 8 is that the mortar or concrete injection port and the air bleeding and injection are formed on one surface of a mold frame which is formed in a hollow inner container shape, and has a heat insulating material on the inner bottom surface and a mesh reinforcing bar on the heat insulating material. An inspection port is provided, a PC steel wire or a PC steel rod is passed through the formwork, and the PC steel wire or the PC steel rod is fixedly fixed to an opposing cloth base, and a formwork is arranged between the cloth bases. Mortar or concrete is injected from the injection port into the frame to form a floor plate.

【0014】請求項9と10の発明は、請求項8の発明
において、型枠内に注入したモルタルやコンクリートが
硬化した後、PC鋼線又はPC鋼棒を緊張させて床板に
プレストレスを導入したり、また事前にPC鋼線又はP
C鋼棒を緊張させておいて、ここにコンクリートを投入
して硬化させて、プレストレスを導入する構成を採用し
たものである。
According to a ninth and tenth aspect of the present invention, in the invention of the eighth aspect, after the mortar or concrete poured into the mold is hardened, the prestress is introduced into the floor plate by tensioning the PC steel wire or the PC steel rod. Or beforehand using a PC steel wire or P
A configuration is adopted in which the C steel rod is tensioned, concrete is poured into the steel rod and hardened to introduce prestress.

【0015】請求項11の発明は、請求項8乃至10の
何れかに記載の発明において、床板の上面に仕上材が一
体化して設けられている構成を採用したものである。
An eleventh aspect of the present invention is the invention according to any one of the eighth to tenth aspects, wherein a finishing material is integrally provided on the upper surface of the floorboard.

【0016】ここで、床板は布基礎との締結による一体
化により、強度が大幅にアップし、地震時に強い住宅の
床組を構築することができ、しかも工期が大幅に短縮さ
れ、施工品質の向上が図れ、熟練技術を必要とせず簡単
に施工できる。
[0016] Here, the floorboards are reinforced by fastening them to the fabric foundation, so that the strength is greatly increased, and a strong flooring of the house can be constructed during an earthquake. In addition, the construction period is greatly shortened, and the construction quality is reduced. It can be improved and can be easily constructed without the need for skilled skills.

【0017】また、床板はFRPや断熱材を主体に形成
すれば、湿気による腐食やねじれの発生がなく、気密性
が高まり、冷暖房のエネルギー節約が図れる。
Further, if the floorboard is formed mainly of FRP or a heat insulating material, corrosion and torsion due to moisture do not occur, airtightness is improved, and energy saving for cooling and heating can be achieved.

【0018】更にPC鋼棒の吊り下げ床板施工方法にお
いて布基礎と床板保持金物との間にベアリングを介在
し、保持金物の内側に板スプリングを設け、これらベア
リング、スプリングにより床板の震動を大巾に軽減され
る。
Further, in the method for constructing a suspended floor plate of a PC steel rod, a bearing is interposed between the cloth foundation and the floor plate holding metal, and a plate spring is provided inside the holding metal. To be reduced.

【0019】[0019]

【発明の実施の形態】以下、この発明の実施の形態を図
示例と共に説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0020】図1と図2に示す第1の実施形態におい
て、床板1は、コンクリートを用いて布基礎2、2間に
納まる長さの長方形に形成された本体1aの上部表面に
仕上材4が一体化して設けられ、両側面が上下逆に段部
5、6に形成されている。
In the first embodiment shown in FIGS. 1 and 2, the floorboard 1 is made of concrete and is provided with a finishing material 4 on the upper surface of a main body 1a formed in a rectangular shape having a length to fit between the cloth foundations 2 and 2. Are integrally provided, and both side surfaces are formed upside down on the step portions 5 and 6.

【0021】第1の実施形態の施工方法を実施するに
は、布基礎2、2の上部に横孔7を所定の間隔で設け、
布基礎2、2の対向する横孔7間にPC鋼線8を挿入し
てかけ渡し、このPC鋼線8の両端に螺合したナット9
の螺締により緊張定着させる。
In order to carry out the construction method of the first embodiment, horizontal holes 7 are provided at predetermined intervals in the upper portions of the cloth foundations 2 and 2,
A PC steel wire 8 is inserted between the opposed horizontal holes 7 of the cloth foundations 2 and 2 and passed over, and nuts 9 screwed to both ends of the PC steel wire 8 are provided.
Tension is fixed by screwing.

【0022】この後、対向する布基礎2、2間に嵌め込
んで床板1を上記PC鋼線8上に載せることにより水平
に順次並べ、床板1とPC鋼線8を金物10を用いて固
定することにより、強度の優れた床を構築する。
Thereafter, the floor boards 1 are placed horizontally on the PC steel wires 8 by being fitted between the facing fabric foundations 2 and 2, and the floor boards 1 and the PC steel wires 8 are fixed using metal fittings 10. By doing so, build a floor with excellent strength.

【0023】図3に示す第2の実施形態は、布基礎2、
2の外側面に対してPC鋼線8の定着位置を調整可能と
し、第1の実施形態で示した床板1の左右の位置関係及
び上下のレベルを調整できるようにしたものである。
The second embodiment shown in FIG.
The fixing position of the PC steel wire 8 can be adjusted with respect to the outer surface of the floor 2, and the positional relationship between the left and right of the floor plate 1 shown in the first embodiment and the upper and lower levels can be adjusted.

【0024】上記定着位置の調整手段は、布基礎2の横
孔7を設けた部分の外側面に凹部11を設け、この凹部
11内に上下可動となるよう収納した受け金物12の上
部にPC鋼線8の挿通孔13を設け、該金物12の下部
をボルトとナットを用いたレベル調整機構14で上下に
調整できるように支持した構造になっている。
The fixing position adjusting means is provided with a concave portion 11 on the outer surface of the portion of the cloth base 2 where the horizontal hole 7 is provided, and a PC mounted on a receiving metal 12 housed in the concave portion 11 so as to be movable up and down. An insertion hole 13 for the steel wire 8 is provided, and the lower part of the metal fitting 12 is supported so that it can be adjusted up and down by a level adjustment mechanism 14 using bolts and nuts.

【0025】この第2の実施形態の施工方法を実施する
には、布基礎2、2の上部に横孔7を所定の間隔で設け
ると共に、外側面の各横孔7と対応する位置に凹部11
を設け、この凹部11内に受け金具12をセットする。
In order to carry out the construction method of the second embodiment, horizontal holes 7 are provided at predetermined intervals in the upper portions of the cloth foundations 2 and 2 and concave portions are formed at positions corresponding to the horizontal holes 7 on the outer surface. 11
Is provided, and the receiving fitting 12 is set in the recess 11.

【0026】対向する布基礎2、2間に床板1を嵌め込
み、床板1に設けた貫通孔3と布基礎2、2の横孔7、
7及び受け金物12の挿通孔13にわたってPC鋼線8
を挿通し、受け金物12の外面に突出するPC鋼線8の
両端にナット9を螺合し、該ナット9を仮締めした状態
でレベル調整機構14を操作し、PC鋼線8の上下、左
右の位置を調整し、各床板1の左右の位置関係及び上下
のレベルを調整した後、ナット9を締付けてPC鋼線8
を布基礎2、2の外部より緊張をかけ、PC鋼線8の反
力を定着させることにより、布基礎2、2間に床板1を
固定化すれば床を構築することができる。
The floor plate 1 is fitted between the opposing cloth foundations 2, 2, and the through holes 3 formed in the floor board 1 and the horizontal holes 7,
7 and the PC steel wire 8 over the insertion hole 13 of the receiving hardware 12.
And nuts 9 are screwed into both ends of the PC steel wire 8 protruding from the outer surface of the receiving metal 12, and the level adjusting mechanism 14 is operated while the nut 9 is temporarily tightened. After adjusting the left and right positions and the left and right positional relationship and the upper and lower levels of each floor plate 1, the nut 9 is tightened and the PC steel wire 8 is tightened.
The floor can be constructed by fixing the floor plate 1 between the cloth foundations 2 and 2 by applying tension from the outside of the cloth foundations 2 and 2 to fix the reaction force of the PC steel wire 8.

【0027】この第2の実施形態では、床板1の端部に
布基礎2、2上に臨む突部1bを設け、この突部1bに
樹脂注入口15を上下に貫通するように形成すると共
に、布基礎2上の外側寄りの位置に木角材16を設置
し、床板1の固定後に注入口15から突部1bと布基礎
2の上端面間の空間に樹脂17を注入して埋めるように
している。
In the second embodiment, a protrusion 1b is provided at an end of the floor plate 1 to face the cloth bases 2 and 2, and the protrusion 1b is formed so as to penetrate the resin inlet 15 vertically. A wooden timber 16 is installed at a position on the outer side of the cloth base 2, and after fixing the floor panel 1, the resin 17 is injected into the space between the protrusion 1 b and the upper end surface of the cloth base 2 from the injection port 15 so as to be filled. ing.

【0028】上記定着位置の調整手段は、PC鋼線8の
緊張定着後に、モルタルや合成樹脂等を塗り込んだり吹
き付け塗装することにより防錆処理を施すことができ
る。
The fixing means for adjusting the fixing position can perform a rust preventive treatment by applying a mortar, a synthetic resin or the like or applying a spray coating after the tension fixing of the PC steel wire 8.

【0029】図4に示す第3の実施形態の床板1は、コ
ンクリート製の本体1aの内部にステンレス等の複数の
パイプ18を両端に貫通するように埋設して固定し、該
パイプ18内の両端に雌ねじ19が設けられている。
The floor panel 1 according to the third embodiment shown in FIG. 4 is embedded and fixed inside a concrete body 1a so as to penetrate a plurality of pipes 18 of stainless steel or the like at both ends. Female screws 19 are provided at both ends.

【0030】この第3の実施形態の施工方法を実施する
には、布基礎2、2の上部に横孔7を所定の間隔で設
け、対向する布基礎2、2間に床板1を嵌め込んだ後、
布基礎2、2の外部から横孔7に挿入したボルト20を
パイプ18の雌ねじ19に螺合して締付ければ、布基礎
2、2間に床板1を定着固定することができ、これによ
って床が構築できる。
In order to carry out the construction method of the third embodiment, horizontal holes 7 are provided at predetermined intervals in the upper portions of the cloth foundations 2 and 2, and the floor plate 1 is fitted between the opposing cloth foundations 2 and 2. After that
If the bolt 20 inserted into the lateral hole 7 from the outside of the fabric bases 2 and 2 is screwed into the female screw 19 of the pipe 18 and fastened, the floor plate 1 can be fixedly fixed between the fabric bases 2 and 2. The floor can be built.

【0031】この第3の実施形態では、ステンレスのパ
イプ18を用いることにより十分な強度が得られるた
め、PC鋼線を使用しなくても床板1の固定が行なえ
る。
In the third embodiment, since the sufficient strength is obtained by using the stainless steel pipe 18, the floor plate 1 can be fixed without using a PC steel wire.

【0032】次に、図5と図6に示す第4の実施形態
は、FRP又はGRC等を用いて上面が開放する浅い容
器状に形成され、内部底面に断熱材29を敷設し、対向
する両側の立上り壁にPC鋼線8の挿通孔30を複数設
けた型枠31を用いて床を施工する例を示している。
Next, the fourth embodiment shown in FIGS. 5 and 6 is formed in a shallow container shape having an open upper surface by using FRP or GRC or the like. An example is shown in which a floor is constructed using a formwork 31 provided with a plurality of insertion holes 30 for PC steel wires 8 on the rising walls on both sides.

【0033】上記型枠31を用いて床を構築するには、
型枠31の対向する挿通孔30にPC鋼線8を挿通し、
該PC鋼線8に必要とする数の型枠31を取り付けた状
態でPC鋼線8を対向する布基礎2、2の横孔7に挿通
して該PC鋼線8の両端を布基礎2、2に定着固定し、
緊張したPC鋼線8で布基礎2、2間に型枠31を並べ
て配置する。
In order to construct a floor using the formwork 31,
The PC steel wire 8 is inserted into the opposite insertion hole 30 of the formwork 31,
With the required number of molds 31 attached to the PC steel wire 8, the PC steel wire 8 is inserted into the lateral holes 7 of the facing fabric foundations 2 and 2, and both ends of the PC steel wire 8 are attached to the fabric foundation 2. Fixing and fixing to 2,
The formwork 31 is arranged between the cloth foundations 2 and 2 with the tensioned PC steel wire 8.

【0034】次に、各型枠31内のPC鋼線8上にメッ
シュ鉄筋32を設置し、各型枠31内にモルタル又はコ
ンクリート33を投入する。
Next, a mesh reinforcing bar 32 is set on the PC steel wire 8 in each mold 31 and mortar or concrete 33 is put into each mold 31.

【0035】上記モルタル又はコンクリートが硬化すれ
ば、FRP又はGRCからなる型枠3と断熱材29及び
モルタル、コンクリート33で合成された床板1が構築
でき、必要に応じて上面に仕上材を敷設すれば床が完成
する。
When the mortar or concrete hardens, the floorboard 1 composed of the mold 3 made of FRP or GRC, the heat insulating material 29, the mortar, and the concrete 33 can be constructed, and a finishing material can be laid on the upper surface as necessary. The floor is completed.

【0036】上記施工方法において、モルタル又はコン
クリート33が硬化した後、PC鋼線8を張設し、型枠
31内に打設したモルタル又はコンクリート33にプレ
ストレスを導入することもできる。
In the above construction method, after the mortar or concrete 33 has hardened, the PC steel wire 8 can be stretched and prestress can be introduced into the mortar or concrete 33 cast into the formwork 31.

【0037】図7と図8に示す第5の実施形態は、FR
P、GRC、金属、合成樹脂、セメント板、紙、木材等
を用いて内部中空の容器状に形成され、内部底面に断熱
材29とその上にメッシュ鉄筋32を収納した型枠34
で床を構築するものである。
The fifth embodiment shown in FIG. 7 and FIG.
Form 34 in which an inner hollow container is formed using P, GRC, metal, synthetic resin, cement board, paper, wood, or the like, and a heat insulating material 29 is provided on the inner bottom surface and a mesh reinforcing bar 32 is stored thereon.
Is to build the floor.

【0038】上記型枠34は、上面が開放した下部型枠
35と下面が開放した上部型枠36を嵌め合せて形成さ
れ、上部型枠36の上面にモルタルやコンクリートの注
入口37とエア抜き兼注入点検口38を設け、これら注
入口37と点検口38を逃がすように仕上材4が重ねて
固定され、下部型枠35の両側面にPC鋼線8の挿通孔
39が設けられている。
The formwork 34 is formed by fitting a lower formwork 35 having an open upper surface and an upper formwork 36 having an open lower surface, and the upper surface of the upper formwork 36 has a mortar or concrete injection port 37 and an air vent. A double injection inspection port 38 is provided, and the finishing material 4 is overlapped and fixed so as to allow the injection port 37 and the inspection port 38 to escape, and insertion holes 39 for the PC steel wire 8 are provided on both side surfaces of the lower formwork 35. .

【0039】この型枠34を用いて床を構築するには、
型枠34の両側挿通孔39にわたってPC鋼線8を挿通
し、PC鋼線8の両端を対向する布基礎2、2に定着固
定し、該布基礎2、2間に必要数の型枠34を並べて配
置する。
To construct a floor using the formwork 34,
The PC steel wire 8 is inserted through the insertion holes 39 on both sides of the formwork 34, and both ends of the PC steel wire 8 are fixedly fixed to the opposing cloth foundations 2, 2. Are arranged side by side.

【0040】上記各型枠34内に注入口37からモルタ
ル又はコンクリート40を注入し、点検口38で充填量
を確認することにより、内部空間を埋める。
The mortar or concrete 40 is injected into each of the molds 34 from the injection port 37, and the filling amount is checked at the inspection port 38 to fill the internal space.

【0041】これによって、型枠34と断熱材29、メ
ッシュ鉄筋32、コンクリート40及び仕上板4で合成
された床板1が構築でき、各床板1の注入口37及び点
検口38の部分を仕上材で覆えばよい。
As a result, the floor plate 1 composed of the formwork 34, the heat insulating material 29, the mesh reinforcing steel 32, the concrete 40 and the finishing plate 4 can be constructed, and the portions of the inlet 37 and the inspection port 38 of each floor plate 1 are finished. It should be covered with.

【0042】上記床板1の構築において、型枠34内に
注入したモルタル又はコンクリートの硬化後にPC鋼線
8を緊張させ、床板にプレストレスを導入することもで
きる。
In the construction of the floor plate 1, after the mortar or concrete poured into the mold 34 is hardened, the PC steel wire 8 may be tensioned to introduce prestress into the floor plate.

【0043】図9に示す第6の実施形態の床板は、上記
第5の実施形態で示した施工方法に用いる床板1を示し
ており、FRP等を用いて内部中空の扁平な容器状に形
成された型枠34の内部底面に断熱材29を敷設固定す
ると共に、型枠34内の底部に複数のパイプ41を長さ
方向の全長にわたって設け、型枠34の上部にモルタル
やコンクリート等の注入口37とエア抜き兼注入完了点
検口38を設け、更に型枠34の上面に仕上材4を固定
した構造になっている。
The floorboard of the sixth embodiment shown in FIG. 9 shows the floorboard 1 used in the construction method shown in the fifth embodiment, and is formed into a flat container having a hollow inside using FRP or the like. A heat insulating material 29 is laid and fixed on the inner bottom surface of the formed mold 34, and a plurality of pipes 41 are provided at the bottom in the mold 34 over the entire length in the longitudinal direction. An inlet 37 and an air vent / injection completion check port 38 are provided, and the finishing material 4 is fixed on the upper surface of the mold 34.

【0044】この床板1を用いて床を構築するには、前
記第5の実施形態と同様に行ない、型枠1内の上部空間
にモルタル又はコンクリート40を注入すれば床を形成
することができ、FRPと角パイプ41の組み合せによ
って型枠1の強度を向上させることができる。
The floor is constructed using the floorboard 1 in the same manner as in the fifth embodiment, and the floor can be formed by injecting mortar or concrete 40 into the upper space in the formwork 1. By combining the FRP and the square pipe 41, the strength of the mold 1 can be improved.

【0045】図10(A)と図10(B)に示す第7の
実施形態の床板は、PC鋼棒51の吊り下げ床板施工方
法を示すものであり、PC鋼棒保持金物52を布基礎2
にセットする場合、布基礎2と床板保持金物52との間
にベアリング53を介在し、この保持金物52の内側に
板スプリング54、54を設け、これらベアリング5
3、板スプリング54、54を布基礎2とセットするこ
とにより、地震時に布基礎2が左右に浸透しても床板1
が震動しないようにした床板の施工工法である。
A floor plate according to a seventh embodiment shown in FIGS. 10A and 10B shows a method of constructing a suspended floor plate of a PC steel rod 51 by using a PC steel rod holding hardware 52 as a cloth base. 2
In the case of setting, the bearing 53 is interposed between the cloth foundation 2 and the floor plate holding hardware 52, and leaf springs 54, 54 are provided inside the holding hardware 52, and these bearings 5 are provided.
3. By setting the leaf springs 54, 54 to the cloth foundation 2, even if the cloth foundation 2 permeates left and right during an earthquake,
Is a method of constructing floorboards to prevent vibration.

【0046】尚、図中55は床板レベル調整装置、56
は振動防止用ゴム板、57は鉄板である。
In the figure, reference numeral 55 denotes a floor plate level adjusting device;
Is a rubber plate for preventing vibration, and 57 is an iron plate.

【0047】[0047]

【発明の効果】以上のように、この発明によると、上記
のような構成であるので、以下に列挙する効果がある。
As described above, according to the present invention, the configuration as described above has the following effects.

【0048】(a)布基礎と床板がPC鋼線やパイプと
ボルトの締結によって完全に合体となり、強度が大幅に
アップし、地震時にも強い住宅の床を施工することがで
きる。
(A) The foundation of the cloth and the floor plate are completely united by the fastening of the PC steel wire or the pipe to the bolt, so that the strength is greatly increased, and a strong house floor can be constructed even during an earthquake.

【0049】(b)対向する布基礎間に工場での生産が
中心となる床板を取り付けるだけで床を施工できるの
で、工期が大幅に短縮でき、レベル等の施工品質の向上
が熟練工を必要とせず、簡単に施工できる。
(B) Since the floor can be constructed simply by attaching a floor plate mainly for production in a factory between the opposing cloth foundations, the construction period can be greatly reduced, and the improvement of construction quality such as level requires a skilled worker. And can be easily constructed.

【0050】(c)床板に木材の使用を省くことによ
り、湿気による腐食やねじれ等の発生を防止でき、布基
礎内に敷設する防湿シートが不要になる。
(C) By omitting the use of wood for the floorboard, the occurrence of corrosion and torsion due to moisture can be prevented, and the need for a moisture-proof sheet to be laid in the fabric foundation is eliminated.

【0051】(d)床板が断熱材と一体化され、気密性
と断熱性が高まり、冷暖房経費の低減によるエネルギー
の節約、コストダウンが可能になる。
(D) The floor panel is integrated with the heat insulating material, so that the airtightness and the heat insulating property are enhanced, and energy savings and cost reductions can be achieved by reducing cooling and heating costs.

【0052】(e)床板に断熱材を一体化することによ
り重量が軽くなり、施工性が大幅にアップする。
(E) By integrating the heat insulating material into the floorboard, the weight is reduced, and the workability is greatly improved.

【0053】(f)床板は工場での生産が中心となるの
で品質の均一化が可能になる。
(F) Since floor boards are mainly produced in factories, the quality can be made uniform.

【0054】(g)布基礎内への束石等の施工が不必要
となり、精度の高い床を構築することができる。
(G) It is not necessary to construct a slab or the like in the cloth foundation, and a highly accurate floor can be constructed.

【0055】(h)型枠に仕上材を工場で一体化するこ
とになり、布基礎にセットされた金物の調整によって、
左右、上下のレベル精度が向上し、高品質の床を構築す
ることができる。
(H) The finishing material is integrated into the formwork at the factory, and by adjusting the hardware set on the cloth base,
The level accuracy of left, right, up and down is improved, and a high quality floor can be constructed.

【0056】(i)型枠内に注入したモルタル内はコン
クリートにPC鋼線の緊張でプレストレスを導入するよ
うにしたので、PC鋼線とプレストレスの相乗効果によ
って、強度の優れた床を構築できる。
(I) Since the pre-stress is introduced into the concrete in the mortar injected into the formwork by the tension of the PC steel wire, the floor having excellent strength is formed by the synergistic effect of the PC steel wire and the pre-stress. Can be built.

【0057】(j)従来は床板の下側に束石や大引受柱
等があり、免震装置をつくることは困難であったが、P
C鋼棒吊り下げ施工方法により床板は布基礎が震動して
も床板の震動は大巾に軽減されることができる。
(J) Conventionally, it was difficult to form a seismic isolation device because there were shackles and large underposts under the floor plate.
Even if the cloth foundation of the floor plate vibrates, the vibration of the floor plate can be greatly reduced by the method of hanging the C steel rod.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(A)は第1の実施形態の床を示す縦断面図、
(B)は同上の平面図。
FIG. 1A is a longitudinal sectional view showing a floor according to a first embodiment,
(B) is a plan view of the same.

【図2】同上に用いる床板の斜視図。FIG. 2 is a perspective view of a floor plate used in the embodiment.

【図3】(A)は第2の実施形態の床を示す縦断面図、
(B)は同上の要部の拡大縦断面図。
FIG. 3A is a longitudinal sectional view showing a floor according to a second embodiment,
(B) is an enlarged longitudinal sectional view of a main part of the above.

【図4】第3の実施形態の床を示す縦断面図。FIG. 4 is a longitudinal sectional view showing a floor according to a third embodiment.

【図5】(A)は第4の実施形態を示す型枠の斜視図、
(B)は同上に用いるメッシュ鉄筋の斜視図。
FIG. 5A is a perspective view of a mold showing a fourth embodiment,
(B) is a perspective view of the mesh reinforcing bar used in the above.

【図6】(A)は同上の型枠を布基礎間にセットした断
面図、(B)は同上の床板を形成した状態を示す断面
図。
FIG. 6A is a cross-sectional view in which the formwork is set between cloth foundations, and FIG. 6B is a cross-sectional view showing a state in which the floorboard is formed.

【図7】第5の実施形態を示す床板の斜視図。FIG. 7 is a perspective view of a floor panel showing a fifth embodiment.

【図8】同上を用いた床の縦断面図。FIG. 8 is a vertical sectional view of a floor using the above.

【図9】第6の実施形態を示す床板の斜視図。FIG. 9 is a perspective view of a floor panel showing a sixth embodiment.

【図10】(A)はPC鋼棒の吊り下げ床板施工方法の
第7の実施形態を示す要部縦断面図(B)は(A)の要
部拡大断面図。
10A is a main part longitudinal sectional view showing a seventh embodiment of a method of constructing a suspended steel plate for hanging a PC steel rod, and FIG. 10B is an enlarged sectional view of a main part of FIG.

【符号の説明】[Explanation of symbols]

1 床板 2 布基礎 4 仕上材 5、6 段部 7 横孔 8 PC鋼線 9 ナット 10 金物 11 凹部 12 受け金物 13 挿通孔 14 レベル調整機構 15 樹脂注入口 16 木角材 17 樹脂 18 パイプ 19 雌ねじ 20 ボルト 29 断熱材 30 挿通孔 31 型枠 32 メッシュ鉄筋 33 コンクリート 34 型枠 35 下部型枠 36 上部型枠 37 注入口 38 点検口 39 挿通孔 40 コンクリート 41 パイプ 51 PC鋼棒 52 床板保持金物 53 ベアリング 54 板スプリング DESCRIPTION OF SYMBOLS 1 Floor board 2 Cloth foundation 4 Finishing material 5, 6 Step part 7 Side hole 8 PC steel wire 9 Nut 10 Hardware 11 Depression 12 Receiving hardware 13 Inserting hole 14 Level adjustment mechanism 15 Resin injection port 16 Wood square material 17 Resin 18 Pipe 19 Female screw 20 Bolt 29 Insulation material 30 Insertion hole 31 Formwork 32 Mesh reinforcing bar 33 Concrete 34 Formwork 35 Lower formwork 36 Upper formwork 37 Injection 38 Inspection port 39 Insertion hole 40 Concrete 41 Pipe 51 PC steel rod 52 Floor holding metal 53 Bearing 54 Leaf spring

───────────────────────────────────────────────────── フロントページの続き (72)発明者 平岡 勝也 茨城県下館市大字中館346番地の2 株 式会社平岡コーポレーション内 (56)参考文献 実開 昭62−9613(JP,U) 特公 平6−84650(JP,B2) 特公 平4−48149(JP,B2) 特公 昭63−47854(JP,B2) 特公 平5−37089(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E04B 5/43 E04B 5/00 - 5/08 E04C 2/00 ────────────────────────────────────────────────── ─── Continuing from the front page (72) Katsuya Hiraoka, inventor Katsuya Hiraoka Corporation, 346 Odate Nakadate, Shimodate City, Ibaraki Pref. (56) References Jikai Sho 62-9613 (JP, U) 6-84650 (JP, B2) JP 4-48149 (JP, B2) JP-B 63-47854 (JP, B2) JP-B 5-37089 (JP, B2) (58) Fields surveyed (Int. Cl. 7 , DB name) E04B 5/43 E04B 5/00-5/08 E04C 2/00

Claims (11)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 対向する布基礎間にPC鋼線又はPC鋼
棒を渡して緊張定着させた後、対向する布基礎間に嵌め
込んだ床板を上記PC鋼線又はPC鋼棒の上に載せ、該
床板をPC鋼線又はPC鋼棒に金物等を用いて固定する
住宅床板の施工方法。
After a PC steel wire or a PC steel bar is passed between opposed fabric foundations to fix them, a floor plate fitted between the opposed fabric foundations is placed on the PC steel wire or the PC steel bar. And a method for constructing a house floor plate in which the floor plate is fixed to a PC steel wire or a PC steel rod by using a hardware or the like.
【請求項2】 布基礎の側面に、PC鋼線又はPC鋼棒
の定着位置を調整可能とする金物を設け、左右の位置関
係及び上下のレベルを調整できるようにし、該金物を、
PC鋼線又はPC鋼棒の緊張定着後に、モルタルや剛性
樹脂等の防錆材で覆う請求項1記載の住宅床板の施工方
法。
2. A side surface of the cloth base is provided with a metal member capable of adjusting a fixing position of the PC steel wire or the PC steel bar so that a left-right positional relationship and a vertical level can be adjusted.
The method of claim 1, wherein the PC steel wire or the PC steel bar is covered with a rust preventive material such as mortar or rigid resin after the tension fixation of the PC steel wire.
【請求項3】 床板の内部に挿入してあるパイプの両端
にねじが形成してあり、この床板を対向する布基礎間に
嵌め込み、布基礎の外部より挿入したボルトをパイプの
ねじと締結することにより床板を布基礎に固定する住宅
床板の施工方法。
3. A thread is formed at both ends of a pipe inserted into the interior of the floorboard. The floorboard is fitted between the opposing cloth foundations, and bolts inserted from outside the cloth foundation are fastened to the pipe screws. A method of constructing a residential floor panel by fixing the floor panel to a cloth foundation.
【請求項4】 PC鋼棒の吊り下げ床板施工方法であ
り、PC鋼棒保持金物を布基礎に設ける場合、布基礎と
床板保持金物との間にベアリングを介在し、又保持金物
の内側に板スプリングを設け、これらベアリング、又は
スプリングにより、地震時に布基礎が左右に震動しても
床板が震動しないように施工する建築用床板の施工方
法。
4. A method for constructing a suspended PC steel bar floor plate, wherein when a PC steel bar holding hardware is provided on a cloth base, a bearing is interposed between the cloth foundation and the floor plate holding hardware, and the PC steel rod holding metal is provided inside the holding metal. A construction method of a building floor plate in which a plate spring is provided and the bearings or springs are used to prevent the floor plate from vibrating even when the cloth foundation vibrates left and right during an earthquake.
【請求項5】 上面が開放した容器に形成され、内部底
面に断熱材を敷設した型枠の側面間に複数本のPC鋼線
又はPC鋼棒を通じ、このPC鋼線又はPC鋼棒を対向
する布基礎に定着固定して該布基礎間に型枠を配置し、
上記型枠内のPC鋼線又はPC鋼棒上にメッシュ鉄筋を
設置した後、型枠内にモルタル又はコンクリートを投入
して床板を形成する住宅床板の施工方法。
5. A plurality of PC steel wires or rods are passed between the side surfaces of a form having an upper surface formed in an open container and having a heat insulating material laid on an inner bottom surface, and the PC steel wires or PC steel rods are opposed to each other. Fixation and fixing to the cloth base to be arranged, and place the formwork between the cloth bases,
A method for constructing a house floorboard in which a mesh reinforcing steel is installed on a PC steel wire or a PC steel rod in the formwork, and then mortar or concrete is charged into the formwork to form a floorboard.
【請求項6】 型枠内に投入したモルタル又はコンクリ
ートの硬化後にPC鋼線又はPC鋼棒を緊張させて床板
にプレストレスを導入する請求項5記載の住宅床板の施
工方法。
6. The method according to claim 5, wherein after the mortar or concrete put into the form is hardened, the PC steel wire or the PC steel bar is tensioned to introduce prestress into the floor plate.
【請求項7】 型枠内に挿入したPC鋼線やPC鋼棒を
緊張させて床板にプレストレスを導入した後、モルタル
やコンクリートを注入して硬化させる請求項5記載の住
宅床板の施工方法。
7. The method according to claim 5, wherein the prestress is introduced into the floorboard by tensioning the PC steel wire or the PC steel rod inserted into the formwork, and then mortar or concrete is injected and hardened. .
【請求項8】 内部中空の容器状に形成され、内部底面
に断熱材とその上にメッシュ鉄筋を収納した型枠の一面
にモルタルやコンクリートの注入口とエア抜き兼、注入
点検口を設け、この型枠にPC鋼線又はPC鋼棒を通
し、該PC鋼線又はPC鋼棒を対向する布基礎に定着固
定して該布基礎間に型枠を配置し、上記型枠内に注入口
よりモルタルやコンクリートを注入して床板を形成する
住宅床板の施工方法。
8. A mortar or concrete injection port, an air vent, and an injection inspection port are provided on one surface of a mold frame which is formed in a hollow inner container shape, and has a heat insulating material on the inner bottom surface and a mesh reinforcing bar stored thereon. A PC steel wire or a PC steel rod is passed through this mold, and the PC steel wire or the PC steel rod is fixedly fixed to an opposing cloth foundation, and a mold is arranged between the cloth foundations. A construction method for residential floorboards in which mortar or concrete is injected to form floorboards.
【請求項9】 型枠内に注入したモルタルやコンクリー
トが硬化した後、PC鋼線又はPC鋼棒を緊張させて床
板にプレストレスを導入する請求項8記載の住宅床板の
施工方法。
9. The method according to claim 8, wherein after the mortar or concrete poured into the form is hardened, the PC steel wire or the PC steel bar is tensioned to introduce prestress into the floor panel.
【請求項10】 型枠内に挿入したPC鋼線やPC鋼棒
を緊張させて床板にプレストレスを導入した後、モルタ
ルやコンクリートを注入して硬化させる請求項8記載の
住宅床板の施工方法。
10. The method according to claim 8, wherein after prestressing is introduced into the floorboard by tensioning the PC steel wire or the PC steel rod inserted into the formwork, mortar or concrete is injected and hardened. .
【請求項11】 床板の上面に仕上材が一体化して設け
られている請求項8乃至10の何れかに記載の住宅床板
の施工方法。
11. The method according to claim 8, wherein a finishing material is integrally provided on the upper surface of the floorboard.
JP8353434A 1996-12-16 1996-12-16 Construction method of house floorboard Expired - Lifetime JP3046555B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8353434A JP3046555B2 (en) 1996-12-16 1996-12-16 Construction method of house floorboard

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JP2023142658A (en) * 2022-03-25 2023-10-05 積水ハウス株式会社 Building foundations and construction methods for building foundations

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JP6347854B2 (en) 2014-04-25 2018-06-27 チューハイ・ユニリンク・テクノロジー・カンパニー・リミテッドZhuhai Unilink Technology Co.,Ltd Automatic seasoning injection device

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JP6347854B2 (en) 2014-04-25 2018-06-27 チューハイ・ユニリンク・テクノロジー・カンパニー・リミテッドZhuhai Unilink Technology Co.,Ltd Automatic seasoning injection device

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