JPH05171779A - Floor construction - Google Patents

Floor construction

Info

Publication number
JPH05171779A
JPH05171779A JP34464091A JP34464091A JPH05171779A JP H05171779 A JPH05171779 A JP H05171779A JP 34464091 A JP34464091 A JP 34464091A JP 34464091 A JP34464091 A JP 34464091A JP H05171779 A JPH05171779 A JP H05171779A
Authority
JP
Japan
Prior art keywords
floor
concrete
foundation
bundle
soil
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.)
Pending
Application number
JP34464091A
Other languages
Japanese (ja)
Inventor
Akiji Fushimi
章治 伏見
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.)
SANEI HOUSE KK
Original Assignee
SANEI HOUSE KK
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 SANEI HOUSE KK filed Critical SANEI HOUSE KK
Priority to JP34464091A priority Critical patent/JPH05171779A/en
Publication of JPH05171779A publication Critical patent/JPH05171779A/en
Pending legal-status Critical Current

Links

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  • Floor Finish (AREA)

Abstract

PURPOSE:To secure safety by making floor posts into a construction strong in earthquake, vibration, etc., increase profitability and workability by reducing the number of floor posts to the minimum required, and make an underfloor space larger to increase maintainability and prevent harm by termite, etc., without applying an insectproof treatment. CONSTITUTION:A concrete foundation part 11 is built vertically along the external periphery of a floor surface. A concrete floor part 13 is laid on a floor inside the foundation part 11. Also concrete floor posts 14 are built vertically on the floor part 13 integrally with the floor part 13. Then a floor frame for supporting the floor surface is placed on the foundation part 11 and the floor posts 14.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、住宅等の階下の床構造
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure under a floor of a house or the like.

【0002】[0002]

【従来の技術】従来、住宅等の基礎構造は、図5に示す
ように、住宅の外周囲形状に沿ってコンクリート製の基
礎部1を立設するとともにその内側で部屋等の壁面位置
に対応してコンクリート製の基礎部1を立設している。
これらの基礎部1の内側の土間面上には、防湿のために
コンクリート製の土間部2を設けている。
2. Description of the Related Art Conventionally, as shown in FIG. 5, a basic structure of a house or the like has a concrete base part 1 standing upright along the outer peripheral shape of the house and corresponding to a wall position of a room or the like inside thereof. Then, a concrete foundation 1 is erected.
On the soil surface inside these foundation portions 1, a soil portion 2 made of concrete is provided to prevent moisture.

【0003】また、基礎工事の完了後、床組みを行うに
は、土間部2上にコンクリート製の束石3を一定間隔毎
に複数設置し、この各束石3上に上面高さが基礎部1と
略一緒になる木製の床束4を立て、この床束4上と基礎
部1に設置する図示しない土台とに大引および根太等の
床枠を架設し、この床枠上に床板を張るようにしてい
る。
Further, after the foundation work is completed, in order to perform floor assembly, a plurality of concrete slabs 3 are installed on the soil part 2 at regular intervals, and the upper surface of each slab 3 has a basic height. A wooden floor bundle 4 that is substantially the same as the section 1 is erected, and a floor frame such as Daihiki and joist is erected on the floor bundle 4 and a base (not shown) installed on the foundation portion 1, and the floor board I am trying to put up.

【0004】[0004]

【発明が解決しようとする課題】しかし、従来の床構造
では、束石3上に木製の床束4を立てた構造であるた
め、地震や台風時等の建物の振動により、床束4がずれ
たり倒れたりする危険がある。そのため、根がらみ等の
斜材を用いて床束4を大引等に固定する必要があるが、
斜材があると床下が有効に利用できず、メンテナンス時
に作業員が床下に潜りにくい問題がある。
However, in the conventional floor structure, since the wooden floor bundle 4 is erected on the bundle stones 3, the floor bundle 4 is caused by the vibration of the building such as an earthquake or a typhoon. There is a risk of slipping or falling. Therefore, it is necessary to fix the floor bundle 4 to a haul or the like by using a diagonal member such as a root clasp.
If there is diagonal material, the underfloor cannot be used effectively, and there is a problem that it is difficult for a worker to dive under the floor during maintenance.

【0005】また、木製の床束4では、床面を支える強
度を確保する必要から配置間隔を狭くして多数配置する
必要があり、経済性の面および施工性の面で問題がある
とともに、床下が狭くメンテナンスの面でも問題があ
る。
Further, in the wooden floor bundle 4, it is necessary to arrange a large number of the wooden floor bundles with a narrow arrangement interval in order to secure the strength to support the floor surface, which causes a problem in terms of economical efficiency and workability. The floor is small and there is a problem in terms of maintenance.

【0006】さらに、木製の床束4が土面に近い位置に
あるため、白あり等の害を受けやすいため、床束4への
特殊薬剤等の注入または散布を施す必要があり、しか
も、建設後も定期的に防虫処理を施す必要がある。
Furthermore, since the wooden floor bundle 4 is located close to the soil surface, it is liable to be harmed by the presence of white and the like, so it is necessary to inject or spray a special chemical agent or the like onto the floor bundle 4. It is necessary to perform insect repellent treatment regularly after construction.

【0007】本発明は、このような点に鑑みてなされた
もので、床束を地震や振動等に対して強い構造として安
全性を確保すること、床束の設置数を必要最小限に少な
くして経済性および施工性を向上させるとともにメンテ
ナンス性を向上させること、防虫処理を施さずとも白あ
り等の害を防止することができる床構造を提供すること
を目的とするものである。
The present invention has been made in view of the above points, and secures safety by making a floor bundle strong against earthquakes, vibrations, etc., and minimizes the number of floor bundles to be installed. It is therefore an object of the present invention to improve the economical efficiency and the workability as well as to improve the maintainability, and to provide a floor structure capable of preventing the damage such as whiteness without performing insect repellent treatment.

【0008】[0008]

【課題を解決するための手段】本発明は、床面の外周囲
形状に沿ってコンクリート製の基礎部11を立設し、この
基礎部11の内側の土間面上にコンクリート製の土間部13
を敷設し、この土間部13上にコンクリート製の床束14を
土間部13と一体に立設し、基礎部11および床束14上に床
面を支持する床枠17を架設したものである。
According to the present invention, a concrete foundation portion 11 is erected along the outer peripheral shape of a floor surface, and a concrete soil portion 13 is provided on the soil surface inside the foundation portion 11.
Is laid, a concrete floor bundle 14 is erected on the soil portion 13 integrally with the soil portion 13, and a floor frame 17 for supporting the floor surface is erected on the foundation portion 11 and the floor bundle 14. .

【0009】[0009]

【作用】本発明では、コンクリート製の床束14とするこ
とにより、基礎工事時に基礎部11等と同時に床束14にコ
ンクリートを打設して、床束14を土間部13と一体に立設
する。そして、コンクリート製の床束14が土間部13と一
体に立設されるため、地震や台風時等の建物の振動に強
いこと、設置間隔を広くして設置数を少なくすること、
防虫処理を施さずとも白あり等の害を防止することが可
能となる。
According to the present invention, by using the concrete floor bundle 14, concrete is placed on the floor bundle 14 at the same time as the foundation portion 11 and the like during foundation work, and the floor bundle 14 is erected integrally with the soil portion 13. To do. Since the concrete floor bundle 14 is erected integrally with the soil part 13, it is resistant to vibration of the building during an earthquake or typhoon, and the installation interval is wide to reduce the number of installations.
It is possible to prevent harm such as whiteness without applying insect repellent treatment.

【0010】[0010]

【実施例】以下、本発明の一実施例の構成を図1ないし
図4を参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The structure of an embodiment of the present invention will be described below with reference to FIGS.

【0011】図1は住宅の基礎工事の完了状態の一部の
斜視図、図2はその全体の平面図を示しており、住宅の
外周囲形状に沿ってコンクリート製の基礎部11が立設さ
れているとともに、その内側で部屋等の壁面位置に対応
してコンクリート製の基礎部11が立設されている。な
お、基礎部11の上面には複数のアンカーボルト12(一部
のみ示す)が植設されている。
FIG. 1 is a perspective view of a part of the completed foundation work of a house, and FIG. 2 is a plan view of the entire structure. A concrete foundation part 11 is erected along the outer peripheral shape of the house. At the same time, a concrete foundation 11 is erected inside the wall corresponding to the wall position of a room or the like. A plurality of anchor bolts 12 (only a part of which are shown) are planted on the upper surface of the foundation portion 11.

【0012】また、基礎部11の内側の土間面上にはコン
クリート製の土間部13が敷設され、この土間部13上には
コンクリート製の床束14が所定間隔毎に立設されてい
る。なお、各床束14の上面にはアンカーボルト15が植設
されている。
A concrete soil portion 13 is laid on the soil surface inside the foundation portion 11, and concrete floor bundles 14 are erected on the soil portion 13 at predetermined intervals. An anchor bolt 15 is planted on the upper surface of each floor bundle 14.

【0013】次に、図4は基礎工事時の一部の斜視図を
示し、まず、図4に示すように、基礎部11等の設置位置
を決める時点で、床束14の設置位置を決め、その設置位
置に対応して紙製で円筒状の型枠材16を設置する。この
とき、型枠材16の下部は、土間部13の形成時の高さに略
合わせて鉄筋等により土間面より上方に浮かしておく。
また、型枠材16の内部には、アンカーボルト15とともに
必要に応じて土間部13と結合された鉄筋を挿入する。そ
の状態で、土間面上にコンクリートを打設し、コンクリ
ート製のベースマットを敷設する。
Next, FIG. 4 shows a perspective view of a part of the foundation work. First, as shown in FIG. 4, when the installation position of the foundation 11 and the like is determined, the installation position of the floor bundle 14 is determined. A cylindrical form material 16 made of paper is installed corresponding to the installation position. At this time, the lower part of the form material 16 is floated above the soil surface by a reinforcing bar or the like so as to approximately match the height when the soil portion 13 is formed.
Further, inside the formwork material 16, a rebar connected to the soil part 13 is inserted together with the anchor bolt 15 as needed. In that state, concrete is placed on the soil surface and a base mat made of concrete is laid.

【0014】そして、図1に示すように、基礎部11の立
上り用の型枠を組立て、この型枠内にコンクリートを打
設するとともに、型枠材16の中にもコンクリートを打設
し、それら基礎部11と床束14との水平面の高さを一定に
保つように施工する。
Then, as shown in FIG. 1, a standing form of the foundation part 11 is assembled, concrete is placed in the form, and concrete is also placed in the form material 16. Construction is performed such that the heights of the horizontal planes of the foundation portion 11 and the floor bundle 14 are kept constant.

【0015】次に、図3は床面を支える床枠17の構造を
示し、基礎部11上に図示しない木製の土台を設置し、そ
の土台に両端を連結するとともに各床束14上に中間部を
載置して複数の大引18を平行に架設し、この大引18上に
大引18とは直交する方向に複数の根太19を平行に架設
し、この複数の根太19上に図示しない床板を架設する。
なお、床束14に大引18を載置する際、アンカーボルト15
を挿通させ、大引18の上面から突出するアンカーボルト
15の上端に押え金具20を通してナット21を螺着し、床束
14と大引18とを緊結する。また、基礎部11に土台を載置
する際も同様である。
Next, FIG. 3 shows the structure of a floor frame 17 for supporting the floor surface. A wooden base (not shown) is installed on the foundation 11, both ends are connected to the base, and each floor bundle 14 has an intermediate portion. Part is placed and a plurality of Daihiki 18 are installed in parallel, and a plurality of joists 19 are installed in parallel on the Daihiki 18 in a direction orthogonal to the Daihiki 18 and illustrated on the plurality of joists 19. Do not erection a floorboard.
When placing the Daihiki 18 on the floor bundle 14, the anchor bolt 15
Anchor bolt that is inserted through and protrudes from the upper surface of Daihiki 18
Pass the holding metal fitting 20 on the upper end of 15 and screw the nut 21 into the floor bundle.
Tighten 14 and Daihiki 18. The same applies when the base is placed on the foundation part 11.

【0016】このように構成された床構造では、コンク
リート製の床束14が土間部13と一体に立設されているた
め、地震や台風時等の建物の振動により床束14がずれた
り倒れたりすることがなく、安全性が確保される。
In the floor structure constructed as above, since the concrete floor bundle 14 is erected integrally with the soil part 13, the floor bundle 14 is displaced or collapsed due to the vibration of the building such as an earthquake or a typhoon. The safety is ensured.

【0017】また、コンクリート製の床束14は、床面を
支える強度が大きく、設置間隔を広くして設置数を少な
くでき、経済性および施工性が向上する。かつ、従来の
根がらみ等の斜材を用いる必要がないこと、床束14の設
置間隔を広くとれることにより、床下が広く、メンテナ
ンス性が向上する。
Further, the concrete floor bundle 14 has a large strength for supporting the floor surface, the installation interval can be widened and the number of installations can be reduced, and the economical efficiency and the workability are improved. In addition, since it is not necessary to use a conventional diagonal member such as a root clasp and the installation interval of the floor bundle 14 can be widened, the floor space is wide and the maintainability is improved.

【0018】さらに、コンクリート製の床束14であるた
め、白あり等の対策は不要となり、建設後のアフターメ
ンテナンスを不要にでき、メンテナンス費用の軽減にな
る。
Further, since the floor bundle 14 is made of concrete, it is not necessary to take measures against whiteness and the like, and it is possible to eliminate the need for after-maintenance after construction and reduce maintenance costs.

【0019】また、コンクリート製の床束14は、基礎工
事時に一体に施工でき、高さも(水平面等)も一定にな
るため、精度のよい工場加工されたプレカット部品やプ
レハブ部品等の部品を容易に設置でき、工期短縮につな
がり、全体の建物の構造安全性および品質精度の向上と
ともに、工事費の低減になる。
Further, since the concrete floor bundle 14 can be integrally installed during foundation work and has a constant height (horizontal surface etc.), it is easy to manufacture parts such as pre-cut parts and prefabricated parts that are machined with high precision. Can be installed in the building, shortening the construction period, improving the structural safety and quality accuracy of the entire building, and reducing the construction cost.

【0020】また、床束14と大引18とをアンカーボルト
15等を用いた緊結部品で緊結することにより、木製の床
束ではあたりまえの床のゆるみ(一般には床がきしむと
きに出る音等)を防止できる。
Also, the floor bundle 14 and the Daihiki 18 are anchor bolts.
By tightening the binding parts using 15 etc., it is possible to prevent common loosening of the floor (generally, the sound made when the floor is squeaked) with the wooden floor bundle.

【0021】なお、床束14は、前記実施例のような円柱
状に限らず、多角形に設けてもよい。
The floor bundle 14 is not limited to the cylindrical shape as in the above embodiment, but may be provided in a polygonal shape.

【0022】また、施工方法も前記実施例に限られず、
基礎部11および床束14を先に形成した後、土間部13を形
成してもよい。
Further, the construction method is not limited to the above embodiment,
The foundation part 11 and the floor bundle 14 may be formed first, and then the soil part 13 may be formed.

【0023】[0023]

【発明の効果】本発明によれば、コンクリート製の床束
とすることにより、基礎工事時に基礎部等と同時に床束
にコンクリートを打設して、床束を土間部と一体に立設
することができるため、地震や振動等に対して強く、安
全性を確保できるとともに、品質精度を確保できる。ま
た、床束の強度が大きく、床束の設置数を必要最小限に
少なくでき、経済性および施工性を向上させることがで
きるとともに、床下を広くしてメンテナンス性を向上さ
せることができる。さらに、床束に防虫処理を施さずと
も白あり等の害を防止することができる。
According to the present invention, by using a concrete floor bundle, concrete is placed on the floor bundle at the same time as the foundation portion and the like during foundation work, and the floor bundle is erected integrally with the soil portion. As a result, it is possible to secure safety against earthquakes and vibrations, and ensure quality accuracy. Further, the strength of the floor bundle is high, the number of floor bundles to be installed can be reduced to a necessary minimum, and the economical efficiency and the workability can be improved, and the underfloor can be widened to improve the maintainability. Furthermore, it is possible to prevent harm such as whiteness without applying insect repellent treatment to the floor bundle.

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

【図1】本発明の床構造の一実施例を示す一部の斜視図
である。
FIG. 1 is a partial perspective view showing an embodiment of a floor structure of the present invention.

【図2】その全体の平面図である。FIG. 2 is a plan view of the whole.

【図3】その床枠を組んだ状態の一部の斜視図である。FIG. 3 is a partial perspective view of a state in which the floor frame is assembled.

【図4】その施工方法を説明する一部の斜視図である。FIG. 4 is a partial perspective view illustrating the construction method.

【図5】従来の基礎の構造を示す斜視図である。FIG. 5 is a perspective view showing a structure of a conventional foundation.

【符号の説明】[Explanation of symbols]

11 基礎部 13 土間部 14 床束 17 床枠 11 Foundation 13 Soil 14 Floor bundle 17 Floor frame

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 床面の外周囲形状に沿ってコンクリート
製の基礎部を立設し、この基礎部の内側の土間面上にコ
ンクリート製の土間部を敷設し、この土間部上にコンク
リート製の床束を土間部と一体に立設し、基礎部および
床束上に床面を支持する床枠を架設したことを特徴とす
る床構造。
1. A concrete foundation part is erected along the outer peripheral shape of the floor surface, a concrete soil part is laid on the earth surface inside the foundation part, and a concrete soil part is laid on the soil part. The floor structure is characterized in that the floor bundle is erected integrally with the dirt floor, and a floor frame that supports the floor surface is installed on the foundation and the floor bundle.
JP34464091A 1991-12-26 1991-12-26 Floor construction Pending JPH05171779A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34464091A JPH05171779A (en) 1991-12-26 1991-12-26 Floor construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34464091A JPH05171779A (en) 1991-12-26 1991-12-26 Floor construction

Publications (1)

Publication Number Publication Date
JPH05171779A true JPH05171779A (en) 1993-07-09

Family

ID=18370831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34464091A Pending JPH05171779A (en) 1991-12-26 1991-12-26 Floor construction

Country Status (1)

Country Link
JP (1) JPH05171779A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004278149A (en) * 2003-03-17 2004-10-07 Universal Home Inc Foundation strut and construction method of floor foundation
JP2007138652A (en) * 2005-11-22 2007-06-07 Taisei Corp Floor structure
CN104863335A (en) * 2015-05-29 2015-08-26 无锡柯玛不锈钢板业有限公司 Keelless supporting insect prevention floor
JP2020133199A (en) * 2019-02-18 2020-08-31 株式会社Lixil Deck, deck structure, and method of constructing deck

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57180734A (en) * 1981-04-28 1982-11-06 Asahi Jiyuutaku Kk Building
JPS5945057A (en) * 1982-09-07 1984-03-13 Dainippon Ink & Chem Inc Production of casting mold
JPH01247614A (en) * 1988-03-28 1989-10-03 Kanegafuchi Chem Ind Co Ltd Foundation structure of building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57180734A (en) * 1981-04-28 1982-11-06 Asahi Jiyuutaku Kk Building
JPS5945057A (en) * 1982-09-07 1984-03-13 Dainippon Ink & Chem Inc Production of casting mold
JPH01247614A (en) * 1988-03-28 1989-10-03 Kanegafuchi Chem Ind Co Ltd Foundation structure of building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004278149A (en) * 2003-03-17 2004-10-07 Universal Home Inc Foundation strut and construction method of floor foundation
JP2007138652A (en) * 2005-11-22 2007-06-07 Taisei Corp Floor structure
CN104863335A (en) * 2015-05-29 2015-08-26 无锡柯玛不锈钢板业有限公司 Keelless supporting insect prevention floor
JP2020133199A (en) * 2019-02-18 2020-08-31 株式会社Lixil Deck, deck structure, and method of constructing deck

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