JPH10219707A - Foundation structure of building - Google Patents
Foundation structure of buildingInfo
- Publication number
- JPH10219707A JPH10219707A JP2145397A JP2145397A JPH10219707A JP H10219707 A JPH10219707 A JP H10219707A JP 2145397 A JP2145397 A JP 2145397A JP 2145397 A JP2145397 A JP 2145397A JP H10219707 A JPH10219707 A JP H10219707A
- Authority
- JP
- Japan
- Prior art keywords
- bundle
- building
- floor
- foundation
- cloth
- 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.)
- Granted
Links
Landscapes
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建物の基礎構造に
関し、詳しくは、床束を介して床部を支持する構造を備
えた建物の基礎構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation structure of a building, and more particularly, to a foundation structure of a building having a structure for supporting a floor portion via a floor bundle.
【0002】[0002]
【背景技術】従来より、住宅等の建物の基礎は、建物本
体の外周や壁に沿って形成された布基礎により構成され
ている。布基礎の間には、通常、複数の束石が配置され
ている。束石の上にはそれぞれ床束が立設され、これら
の床束間に架け渡された大引で建物本体の一階床部を支
持するようにしている。束石は倒れないように自立させ
る必要があるため、設置の際には、個々の束石について
位置決めを行ってから、これらの位置決めした箇所につ
いて、それぞれ根切り作業を行い、その根切り底に栗石
を敷き詰めて突き固め、突き固めた地盤上に束石を配置
して下端部を埋め戻すようにしていた。2. Description of the Related Art Conventionally, the foundation of a building such as a house is constituted by a cloth foundation formed along the outer periphery and walls of a building body. Usually, a plurality of shards are arranged between the fabric foundations. Floor bundles are respectively erected on the slabs, and the floors on the first floor of the building main body are supported by a rough bridge spanned between the bundles. Since the slabs need to be self-supporting so that they do not fall, during installation, perform positioning for each slab and then perform root cutting work on each of these positioned parts, and place them on the bottom of the root. The chestnut stones were laid down and compacted, and slabs were placed on the compacted ground to backfill the lower end.
【0003】[0003]
【発明が解決しようとする課題】しかし、この方法で
は、大引を水平に設置するためには、複数の束石をその
上端面が同高さレベルになるようにかつ直線状に並ぶよ
うに位置決めしなければならないので、束石の施工が困
難なうえに手間がかかっていた。さらに、束石を自立さ
せるために、各々の設置場所について地固めを行わなけ
ればならないので煩雑であった。However, in this method, in order to install the pulley horizontally, a plurality of slabs are arranged such that the upper end surfaces thereof are at the same height level and are linearly arranged. Since it had to be positioned, it was difficult and time-consuming to construct the slabs. Further, in order to make the slab stones self-supporting, it is necessary to consolidate the ground at each installation location, which is complicated.
【0004】本発明の目的は、迅速かつ容易に施工でき
る建物の基礎構造を提供することにある。An object of the present invention is to provide a foundation structure of a building which can be constructed quickly and easily.
【0005】[0005]
【課題を解決するための手段】本発明の建物の基礎構造
は、図面を参照して説明すると、互いに対向する布基礎
4と、この布基礎の間に配置された束梁5と、この束梁
の上に立設された複数の床束31と、これらの床束に架
け渡された大引35とを備え、前記束梁は、前記布基礎
と交差する方向に配置され、かつ、その端部は前記布基
礎に結合されていることを特徴とする。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The foundation structure of a building according to the present invention will be described with reference to the drawings. It comprises a plurality of floor bundles 31 erected on beams, and a large bridge 35 bridged over these floor bundles, wherein the bundle beams are arranged in a direction intersecting with the cloth foundation, and The end is connected to the fabric base.
【0006】本発明では、床束は束梁の上に複数立設さ
れるので、複数の床束に対して一つの束梁を設置するだ
けでよくなり、従来の束石を並設する手間、つまり複数
の束石を同高さレベルで直線的に並設する手間を省略で
きるから、迅速かつ容易に施工できる。さらに、束梁の
端部は布基礎に結合されているため、束梁を所望の状態
で布基礎に保持させることが可能となり、自立させる必
要がなくなるから、束梁を設置する場所における突き固
め等の土工事や埋め戻し作業を簡略化できるので、迅速
かつ容易に施工できる。In the present invention, since a plurality of floor bundles are erected on the bundle, only one bundle is required for the plurality of floor bundles. In other words, since it is possible to omit the work of linearly arranging a plurality of slabs at the same level, the construction can be performed quickly and easily. Further, since the ends of the bundled beams are connected to the cloth foundation, it is possible to hold the bundled beams on the cloth foundation in a desired state, and it is not necessary to make the bundles self-supporting. Earthwork and backfill work can be simplified, so that construction can be done quickly and easily.
【0007】前述した布基礎の束梁との結合部分には、
束梁の端部と係合可能な係合部(24,25)が設けら
れていることが望ましい。[0007] In the above-mentioned joint portion of the cloth foundation with the bundle beam,
It is desirable that an engagement portion (24, 25) that can be engaged with the end of the bundle be provided.
【0008】このようにすると、束梁の端部を布基礎の
係合部に係合させるだけで、束梁を位置決めできるか
ら、束梁を迅速かつ容易に設置できる。また、束梁の端
部を布基礎に突き当てるだけよりも優れた接合強度を確
保できる。[0008] In this case, the bundled beam can be positioned only by engaging the end of the bundled beam with the engaging portion of the cloth foundation, so that the bundled beam can be quickly and easily installed. In addition, it is possible to secure a bonding strength superior to just hitting the end of the bundle beam to the cloth foundation.
【0009】また、布基礎と束梁の端部とにそれぞれ互
いに嵌合可能な接続具を設け、これらの接続具同士を嵌
合させることにより布基礎および束梁を結合してもよい
が、係合部は、束梁の端部を挿嵌可能な凹部24,25
であることが望ましい。[0009] It is also possible to provide a connector which can be fitted to each of the cloth base and the end of the bundle beam, and to connect these connectors to connect the cloth foundation and the bundle beam. The engaging portions are concave portions 24 and 25 into which the ends of the bundle can be inserted.
It is desirable that
【0010】このようにすれば、束梁の端部には、布基
礎に係合させるための特別な構造を設ける必要がなくな
るから、結合構造を簡略化できるうえに、束梁の構造を
単純化できるので容易に製造できる。In this way, it is not necessary to provide a special structure at the end of the bundle for engaging with the cloth foundation, so that the coupling structure can be simplified and the structure of the bundle can be simplified. It can be easily manufactured.
【0011】さらに、束梁の下面側には、この束梁の高
さレベルを調整するための高さ調整手段(53)が設け
られていることが望ましい。このようにすると、高さ調
整手段により束梁の高さレベルを簡単に調節できるの
で、束梁を設置する場所が土工事により均一にされてい
なくても、束梁を簡単かつ確実に水平設置できる。Further, it is preferable that height adjusting means (53) for adjusting the height level of the bundle is provided on the lower surface side of the bundle. In this manner, the height level of the bundled beams can be easily adjusted by the height adjusting means, so that even if the place where the bundled beams are installed is not uniform due to earthwork, the bundled beams can be easily and reliably installed horizontally. it can.
【0012】そして、束梁の上端面には長手方向と直交
するへこみ部51が設けられていることが望ましい。こ
のようにすれば、へこみ部と大引との間に隙間が形成さ
れるようになり、この隙間を介して束梁の両側の空間が
連通されるから、布基礎の間の通気を十分に確保でき
る。また、点検等のために布基礎の間に作業員が侵入し
た場合も、この隙間を介して布基礎の間を自由に通行で
きるから、迅速かつ容易に作業できる。It is desirable that a concave portion 51 perpendicular to the longitudinal direction is provided on the upper end surface of the bundle beam. In this way, a gap is formed between the dent portion and the pulling, and the space on both sides of the bundle beam is communicated through the gap, so that the ventilation between the cloth foundations is sufficiently provided. Can be secured. In addition, even when an operator enters between the cloth foundations for inspection or the like, the work can be quickly and easily performed because the space between the cloth foundations can be freely passed through the gap.
【0013】[0013]
【発明の実施の形態】以下、本発明の一実施形態を図面
に基づいて説明する。図1には、本実施形態の建物1の
基礎構造が示されている。この建物1は、パネル工法に
より建てられた工業化住宅であり、構造体としての壁パ
ネル11、床パネル12、天井パネルおよび屋根パネル
(図示省略)等を組み立てて構築された建物本体2と、
この建物本体2を受ける基礎3とを備えている。基礎3
は、壁パネル11により構成される壁体13に沿って打
設された布基礎4と、互いに対向する布基礎4の間に配
置された束梁5とを備えている。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a basic structure of a building 1 of the present embodiment. The building 1 is an industrialized house built by a panel method, and a building body 2 constructed by assembling a wall panel 11, a floor panel 12, a ceiling panel, a roof panel (not shown), and the like as structures.
And a foundation 3 for receiving the building body 2. Foundation 3
Has a cloth foundation 4 cast along a wall 13 constituted by a wall panel 11 and a bundle beam 5 arranged between the cloth foundations 4 facing each other.
【0014】布基礎4は、下部となるフーチング部21
およびこのフーチング部21から立ち上がる立上部22
を有し、立上部22には適宜換気孔23が形成されてい
る。束梁5は、プレキャストコンクリート製の略直方体
形状のブロックであり、その上端面には長手方向と直交
するへこみ部51が所定間隔で設けられている。この束
梁5は、互いに対向する布基礎4と交差する方向に配置
され、その両端部はそれぞれ布基礎4のフーチング部2
1に結合されており、一階床部14を支持するように設
置されている。The cloth foundation 4 is provided with a footing portion 21 serving as a lower portion.
And a rising portion 22 rising from the footing portion 21
And a ventilation hole 23 is formed in the rising portion 22 as appropriate. The bundled beam 5 is a substantially rectangular parallelepiped block made of precast concrete, and provided at its upper end surface with recesses 51 orthogonal to the longitudinal direction at predetermined intervals. The bundle beam 5 is arranged in a direction intersecting with the cloth foundation 4 facing each other, and both ends thereof are respectively connected to the footing portions 2 of the cloth foundation 4.
1 and is installed to support the first floor unit 14.
【0015】束梁5Aの上には、図2に示すように、複
数の床束31が立設されている。床束31は、上下に直
列に設けられた右ねじおよび左ねじの一対のねじ軸(図
示省略)と、これらのねじ軸を連結するターンバックル
32とを備え、このターンバックル32を回転させるこ
とにより床束31を伸縮できるようになっている。下側
のねじ軸の下端はベースプレート33に固定され、この
ベースプレート33は、束梁5Aに埋設されたJ字状の
アンカーボルト34により束梁5Aの上端面に固着され
ている。As shown in FIG. 2, a plurality of floor bundles 31 are erected on the bundle beam 5A. The floor bundle 31 includes a pair of screw shafts (not shown) of right-hand and left-hand screws provided in series vertically, and a turnbuckle 32 connecting these screw shafts. The turnbuckle 32 is rotated. Thereby, the floor bundle 31 can be expanded and contracted. The lower end of the lower screw shaft is fixed to a base plate 33, and the base plate 33 is fixed to the upper end surface of the bundle 5A by a J-shaped anchor bolt 34 embedded in the bundle 5A.
【0016】これらの床束31の上端間には、束梁5A
の長手方向に沿って大引35が架け渡されている。大引
35は、長尺の角材等からなり、床束31の上側のねじ
軸(図示省略)の上端に固定されたブラケット36を介
して床束31に接合されている。このような大引35と
へこみ部51との間には、作業者が通れる程度の隙間3
7が形成され、この隙間37を介して束梁5Aの両側の
空間が連通されている。大引35の上には一階床部14
を構成する床パネル12が設置されている。なお、本実
施形態の床パネル12および壁パネル11は、矩形枠状
に組んだ芯材15の表面に面材16を張ることにより形
成されている。Between the upper ends of the floor bundles 31, a bundle beam 5A
A pulling bar 35 is stretched along the longitudinal direction of the bar. The pulling bar 35 is made of a long rectangular bar or the like, and is joined to the floor bundle 31 via a bracket 36 fixed to an upper end of a screw shaft (not shown) on the upper side of the floor bundle 31. There is a gap 3 between the pulling bar 35 and the recess 51 that is small enough for an operator to pass through.
7 are formed, and the space on both sides of the bundle beam 5A is communicated through the gap 37. On the floor of the first floor, 14
Is installed. The floor panel 12 and the wall panel 11 of the present embodiment are formed by attaching a face material 16 to the surface of a core material 15 assembled in a rectangular frame shape.
【0017】束梁5Aの両端部は、それぞれ布基礎4の
フーチング部21に結合されている。フーチング部21
の束梁5Aとの結合部分には、図3にも示すように、束
梁5Aの端部と係合可能な係合部としての凹部24が設
けられ、この凹部24に束梁5Aの端部が挿嵌されてい
る。束梁5Aの両端面には上下方向に延びる溝部52が
設けられ、この溝部52と凹部24に囲まれた空間にモ
ルタル(図示省略)を注入することにより束梁5Aの端
部がフーチング部21に連結固定されている。The both ends of the bundle beam 5A are connected to the footing portions 21 of the cloth foundation 4, respectively. Footing unit 21
As shown in FIG. 3, a concave portion 24 as an engaging portion engageable with an end portion of the bundle beam 5A is provided at a portion where the bundle beam 5A is connected to the end portion of the bundle beam 5A. The part is inserted. Grooves 52 extending in the vertical direction are provided on both end surfaces of the bundle 5A, and mortar (not shown) is injected into a space surrounded by the grooves 52 and the recesses 24 so that the ends of the bundle 5A become footing portions 21. Is connected and fixed.
【0018】図2に戻って、束梁5Aの両端部の下面側
にはそれぞれ高さ調整手段としてのモルタル53が敷か
れ、このモルタル53の厚さにより束梁5Aの高さレベ
ルを調整できるようになっている。なお、束梁5A以外
の束梁5も略同様な構造で布基礎4に結合され、床束3
1および大引35を介して床パネル12を支持するよう
に構成されている。Returning to FIG. 2, mortars 53 as height adjusting means are respectively spread on the lower surfaces of both ends of the bundle 5A, and the height level of the bundle 5A can be adjusted by the thickness of the mortar 53. It has become. Note that the bundle beams 5 other than the bundle beam 5A are also connected to the cloth foundation 4 in substantially the same structure, and
It is configured to support the floor panel 12 via the pulley 1 and the puller 35.
【0019】このように構成された本実施形態において
は、次のような手順で基礎3を施工する。先ず、建物1
の建築現場において根切り作業を行い、根切り底のう
ち、壁体13に対応した部分に栗石(図示省略)を敷き
詰め、その上から突き固めて壁体13に沿った地盤6を
形成する。次いで、この地盤6上にフーチング部21お
よび立上部22を打設して布基礎4を形成する。このと
き、フーチング部21の束梁5と結合される部分には凹
部24を形成し、立上部22には換気孔23を形成す
る。In the thus constructed embodiment, the foundation 3 is constructed in the following procedure. First, building 1
Is performed at the construction site, and a portion corresponding to the wall 13 is spread over the bottom of the root, and a rock stone (not shown) is laid and the ground 6 is formed by squeezing from above. Next, the footing portion 21 and the rising portion 22 are cast on the ground 6 to form the fabric base 4. At this time, a concave portion 24 is formed in a portion of the footing portion 21 that is connected to the bundle beam 5, and a ventilation hole 23 is formed in the rising portion 22.
【0020】そして、地盤6のうち束梁5の端部が載置
される部分、つまり、凹部24内を含む凹部24近傍の
地盤6を囲むように型枠(図示省略)を配置し、布基礎
4の間で対向するこれらの地盤6が互いに同一の高さレ
ベルになるようにモルタル53を注入する。この後、予
め成形しておいた束梁5を布基礎4の間に配置し、その
各端部を凹部24内に挿嵌させてモルタル53上に載置
する。これにより、束梁5はフーチング部21に水平な
状態で保持されるとともに所定位置に位置決めされる。
次いで、束梁5の溝部52および凹部24に囲まれた部
分にモルタル(図示省略)を充填して束梁5をフーチン
グ部21に結合する。A mold (not shown) is arranged so as to surround a portion of the ground 6 where the end of the bundled beam 5 is placed, that is, the ground 6 near the recess 24 including the inside of the recess 24. The mortar 53 is injected so that the grounds 6 facing each other between the foundations 4 have the same height level. Thereafter, the previously formed bundle beam 5 is placed between the cloth foundations 4, each end of which is inserted into the concave portion 24 and placed on the mortar 53. Thereby, the bundle beam 5 is held at a predetermined position while being held horizontally by the footing portion 21.
Next, the portion surrounded by the groove 52 and the concave portion 24 of the bundle 5 is filled with mortar (not shown) to couple the bundle 5 to the footing 21.
【0021】また、ベースプレート33およびブラケッ
ト36と一体化した床束31を大引35に所定間隔で取
り付けておき、この大引35を束梁5に沿って配置す
る。このとき、束梁5に所定間隔で埋設しておいたアン
カーボルト34の上端にベースプレート33を挿入し、
このアンカーボルト34の上端からにナット(図示省
略)を締め付けて固定する。この後、ターンバックル3
2を回転させて床束31を伸縮させることにより、大引
35の高さレベルを調整して立上部22の高さレベルに
合わせる。そして、この大引35および立上部22の上
に床パネル12を設置して一階床部14を形成する。Further, the floor bundle 31 integrated with the base plate 33 and the bracket 36 is attached to the pulley 35 at predetermined intervals, and this pullout 35 is arranged along the bundle beam 5. At this time, the base plate 33 is inserted into the upper end of the anchor bolt 34 embedded at a predetermined interval in the bundle 5 and
A nut (not shown) is tightened and fixed from the upper end of the anchor bolt 34. After this, turnbuckle 3
By rotating the floor bundle 31 by rotating 2, the height level of the pulling bar 35 is adjusted to match the height level of the rising portion 22. Then, the floor panel 12 is installed on the pulling bar 35 and the rising portion 22 to form the first floor 14.
【0022】このような本実施形態によれば、以下のよ
うな効果がある。すなわち、床束31は束梁5の上に複
数立設されるので、複数の床束31に対して一つの束梁
5を設置するだけでよくなり、従来の束石を並設する手
間、つまり複数の束石を同高さレベルで直線的に並設す
る手間を省略できるから、迅速かつ容易に施工できる。
さらに、束梁5の端部は布基礎4のフーチング部21に
結合されているため、束梁5を所望の状態でフーチング
部21に保持させることが可能となり、自立させる必要
がなくなるから、束梁5を設置する場所については突き
固め等の土工事を簡略化できるので、迅速かつ容易に施
工できる。According to this embodiment, the following effects can be obtained. That is, since the plurality of floor bundles 31 are erected on the bundles 5, it is only necessary to install one bundle 5 for the plurality of floor bundles 31. In other words, since it is possible to omit the work of linearly arranging a plurality of slabs at the same height level, the construction can be performed quickly and easily.
Further, since the end of the bundle 5 is coupled to the footing 21 of the fabric foundation 4, the bundle 5 can be held by the footing 21 in a desired state, and there is no need to stand by itself. At the place where the beam 5 is installed, earth work such as compaction can be simplified, so that the work can be performed quickly and easily.
【0023】また、フーチング部21の束梁5との結合
部分には、束梁5の端部と係合可能な係合部としての凹
部24が設けられているため、束梁5の端部を凹部24
に係合させるだけで、束梁5を位置決めできるから、束
梁5を迅速かつ容易に設置できる。さらに、束梁5をフ
ーチング部21に突き当てただけで接合した場合よりも
優れた接合強度を確保できる。Since the footing portion 21 is provided with a concave portion 24 as an engaging portion that can be engaged with the end portion of the bundle 5 at the joint portion with the bundle 5, the end portion of the bundle 5 is provided. The recess 24
Can be positioned simply by engaging with the bundle, the bundle 5 can be quickly and easily installed. Furthermore, it is possible to secure a superior bonding strength as compared with the case where the bundled beams 5 are merely joined to the footing portion 21 and joined.
【0024】そして、係合部を束梁5の端部に挿嵌可能
な凹部24としたので、束梁5の端部には、フーチング
部21に係合させるための特別な構造を設ける必要がな
くなるから、結合構造を簡略化できるうえに、束梁5の
構造を単純化できるので容易に製造できる。Since the engaging portion is a concave portion 24 that can be inserted into the end of the bundle 5, it is necessary to provide a special structure at the end of the bundle 5 for engaging with the footing 21. Therefore, the structure can be simplified, and the structure of the bundle beam 5 can be simplified.
【0025】さらに、束梁5の下面側には、高さ調整手
段としてのモルタル53が充填されているので、モルタ
ル53により束梁5の高さレベルを簡単に調節できるか
ら、、束梁5を設置する場所が土工事により均一にされ
ていなくても、束梁5を簡単かつ確実に水平設置でき
る。Further, the lower surface of the bundle 5 is filled with mortar 53 as height adjusting means, so that the height level of the bundle 5 can be easily adjusted by the mortar 53. Even if the place for installing is not made uniform by earthwork, the bundle beam 5 can be easily and reliably horizontally installed.
【0026】そして、束梁5の上端面には長手方向と直
交するへこみ部51が設けられているため、へこみ部5
1と大引35との間の隙間37を介して束梁5の両側の
空間が連通されるから、布基礎4の間の通気を十分に確
保できる。また、点検等のために布基礎4の間に作業員
が侵入した場合も、この隙間37を介して布基礎4の間
を自由に通行できるから、迅速かつ容易に作業できる。[0026] Since the indentation 51 perpendicular to the longitudinal direction is provided on the upper end surface of the bundle 5, the indentation 5 is provided.
Since the spaces on both sides of the bundled beam 5 are communicated via the gap 37 between the pulley 1 and the pulling bar 35, the ventilation between the cloth foundations 4 can be sufficiently ensured. In addition, even when an operator enters between the cloth foundations 4 for inspection or the like, the worker can freely pass between the cloth foundations 4 through the gap 37, so that the work can be performed quickly and easily.
【0027】なお、本発明は前記実施形態に限定される
ものではなく、本発明の目的を達成できる他の構成等を
含み、以下に示すような変形なども本発明に含まれる。
すなわち、前記実施形態では、束梁5と地盤6との間に
モルタル53を介装して束梁5の高さレベルを調整した
が、例えば、モルタル53の代わりに高さ調整手段とし
ての板材を介装し、この板材の厚さや枚数を調整するこ
とにより束梁5の高さレベルを調節するようにしてもよ
く、束梁5の高さレベルを調節できる手段であれば高さ
調整手段の種類は限定されない。It should be noted that the present invention is not limited to the above-described embodiment, but includes other configurations capable of achieving the object of the present invention, and also includes the following modifications.
That is, in the above-described embodiment, the height level of the bundle 5 is adjusted by interposing the mortar 53 between the bundle 5 and the ground 6, but, for example, a plate material as a height adjusting means instead of the mortar 53 The height level of the bundle 5 may be adjusted by adjusting the thickness and the number of the plate members. If the height level of the bundle 5 can be adjusted, the height adjusting means may be used. Is not limited.
【0028】前記実施形態では、凹部24を布基礎4の
フーチング部21に設けたが、これに限定されず、例え
ば、図4および図5に示すように、布基礎4の立上部2
2に係合部としての凹部25を設け、フーチング部21
における凹部25周辺の部分を欠損させて、この凹部2
5に束梁5の端部を挿嵌するようにしてもよい。In the above-described embodiment, the concave portion 24 is provided in the footing portion 21 of the cloth base 4. However, the present invention is not limited to this. For example, as shown in FIGS.
2 is provided with a concave portion 25 as an engaging portion, and the footing portion 21 is provided.
In the vicinity of the concave portion 25 in the
The end of the bundle beam 5 may be inserted into the bundle 5.
【0029】また、係合部はこれらの凹部24,25に
限定されず、例えば、係合部をフーチング部21や立上
部22から水平方向に突出する凸部とし、この凸部に束
梁5の溝部52を嵌合させるようにしてもよい。或い
は、束梁5の端部およびフーチング部21にそれぞれ接
続具を設け、これらの接続具を互いに接続させることに
より束梁5を布基礎4に係止させてもよい。The engaging portion is not limited to these concave portions 24 and 25. For example, the engaging portion may be a convex portion projecting from the footing portion 21 or the rising portion 22 in a horizontal direction. May be fitted. Alternatively, connecting members may be provided at the end of the bundle 5 and the footing portion 21, respectively, and the connecting members may be connected to each other to lock the bundle 5 to the cloth foundation 4.
【0030】前記実施形態の布基礎4は、現場打ちコン
クリートにより構成されていたが、工場で予め成形した
プレキャストコンクリート製のブロックを用いて構成し
てもよい。前記実施形態では、大引35の上に床パネル
12を配列して一階床部14を形成したが、大引35の
上に根太を介して床板を配列し、これにより一階床部を
構成してもよい。Although the cloth foundation 4 of the above embodiment is made of cast-in-place concrete, it may be made of a precast concrete block pre-formed at a factory. In the above embodiment, the floor panel 12 is arranged on the gallery 35 to form the first floor section 14. However, the floor boards are arranged on the gallery 35 via joists, thereby forming the first floor section. You may comprise.
【0031】前記実施形態の建物1はパネル工法により
建てられた工業化住宅であったが、これに限定されず、
例えば、在来工法により構築された住宅であってもよ
く、或いは、他の工法により建てられた工業化住宅であ
ってもよい。要するに、床束および大引により一階床部
を支持する構造を備えた建物であれば、建物の種類は限
定されない。The building 1 of the embodiment is an industrialized house built by the panel method, but is not limited to this.
For example, it may be a house constructed by a conventional construction method, or an industrialized house constructed by another construction method. In short, the type of the building is not limited as long as the building has a structure that supports the first floor by the floor bundle and the pulling.
【0032】[0032]
【発明の効果】以上に述べたように、本発明によれば、
床束を束梁の上に複数立設したので、複数の床束に対し
て一つの束梁を設置するだけでよくなり、従来の束石を
並設する手間、つまり複数の束石を同高さレベルで直線
的に並設する手間を省略できるから、迅速かつ容易に施
工できる。さらに、束梁の端部は布基礎に結合されてい
るため、束梁を所望の状態で布基礎に保持させることが
可能となり、自立させる必要がなくなるから、束梁を設
置する場所については突き固め等の土工事を簡略化でき
るので、迅速かつ容易に施工できる。As described above, according to the present invention,
Since a plurality of floor bundles are erected on the bundled beams, it is only necessary to install one bundled beam for a plurality of floor bundles. Since it is possible to omit the work of linearly juxtaposing at the height level, the work can be performed quickly and easily. Further, since the ends of the bundled beams are connected to the cloth foundation, it is possible to hold the bundled beams on the cloth foundation in a desired state, and there is no need to stand alone. Earth work such as hardening can be simplified, so that work can be performed quickly and easily.
【図1】本発明の一実施形態を示す分解斜視図。FIG. 1 is an exploded perspective view showing an embodiment of the present invention.
【図2】図1のII−II線断面図。FIG. 2 is a sectional view taken along line II-II of FIG.
【図3】前記実施形態の束梁および布基礎の結合構造を
一部破断して示す斜視図。FIG. 3 is a perspective view showing the joint structure of the bundle beam and the cloth foundation of the embodiment, partially cut away.
【図4】本発明の他の基礎構造を示す図。FIG. 4 is a diagram showing another basic structure of the present invention.
【図5】本発明の他の基礎構造を示す断面図。FIG. 5 is a sectional view showing another basic structure of the present invention.
3 基礎 4 布基礎 5,5A 束梁 24,25 凹部(係合部) 31 床束 35 大引 51 へこみ部 53 モルタル(高さ調整手段) Reference Signs List 3 foundation 4 cloth foundation 5,5A bundle beam 24,25 concave portion (engagement portion) 31 floor bundle 35 large pulling 51 dent portion 53 mortar (height adjusting means)
Claims (5)
間に配置された束梁と、この束梁の上に立設された複数
の床束と、これらの床束に架け渡された大引とを備え、
前記束梁は、前記布基礎と交差する方向に配置され、か
つ、その端部は前記布基礎に結合されていることを特徴
とする建物の基礎構造。1. A cloth foundation opposed to each other, a bundled beam arranged between the cloth foundations, a plurality of floor bundles erected on the bundled beam, and bridged over these floor bundles. With a big deal
The foundation structure of a building, wherein the bundle beam is disposed in a direction intersecting with the cloth foundation, and an end thereof is connected to the cloth foundation.
いて、前記布基礎の前記束梁との結合部分には、前記束
梁の端部と係合可能な係合部が設けられていることを特
徴とする建物の基礎構造。2. The basic structure of a building according to claim 1, wherein an engagement portion engageable with an end portion of the bundled beam is provided at a portion of the cloth foundation that is connected to the bundled beam. The basic structure of a building, characterized in that:
いて、前記係合部は、前記束梁の端部を挿嵌可能な凹部
であることを特徴とする建物の基礎構造。3. The basic structure of a building according to claim 2, wherein the engaging portion is a concave portion into which an end of the bundle beam can be inserted.
記載した建物の基礎構造において、前記束梁の下面側に
は、この束梁の高さレベルを調整するための高さ調整手
段が設けられていることを特徴とする建物の基礎構造。4. A height adjustment means for adjusting a height level of a bundled beam on a lower surface side of the bundled beam in the foundation structure of a building according to any one of claims 1 to 3. The foundation structure of a building, characterized by the fact that it is provided.
記載した建物の基礎構造において、前記束梁の上端面に
は長手方向と直交するへこみ部が設けられていることを
特徴とする建物の基礎構造。5. The basic structure of a building according to claim 1, wherein a recessed portion perpendicular to a longitudinal direction is provided on an upper end surface of the bundle beam. Foundation structure of building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP02145397A JP3776544B2 (en) | 1997-02-04 | 1997-02-04 | Building basic structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP02145397A JP3776544B2 (en) | 1997-02-04 | 1997-02-04 | Building basic structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10219707A true JPH10219707A (en) | 1998-08-18 |
JP3776544B2 JP3776544B2 (en) | 2006-05-17 |
Family
ID=12055392
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP02145397A Expired - Fee Related JP3776544B2 (en) | 1997-02-04 | 1997-02-04 | Building basic structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3776544B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011241542A (en) * | 2010-05-14 | 2011-12-01 | Asahi Kasei Homes Co | Underfloor inspection structure |
-
1997
- 1997-02-04 JP JP02145397A patent/JP3776544B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011241542A (en) * | 2010-05-14 | 2011-12-01 | Asahi Kasei Homes Co | Underfloor inspection structure |
Also Published As
Publication number | Publication date |
---|---|
JP3776544B2 (en) | 2006-05-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR102537432B1 (en) | Self supporting Precast Soundproof wall foundation and its construction method | |
JPH10219707A (en) | Foundation structure of building | |
JPH08177059A (en) | Footing block, and integrated method for constructing continuous footing employing footing block | |
JPH09203053A (en) | Precast reinforced concrete foundation structure | |
JP2004263507A (en) | Building foundation construction method and building foundation structure | |
JPH09151463A (en) | Column-integrated column base anchoring foundation structire and work execution method therefor | |
JPH04330119A (en) | Building foundation constructing method | |
JP3086384B2 (en) | Foundation structure and foundation construction method | |
JP2552864B2 (en) | Wall panels such as basements | |
JP3609451B2 (en) | Precast concrete foundation structure | |
JP3515744B2 (en) | Repair method for wooden buildings | |
JP3002026B2 (en) | Structure of residential continuous foundation | |
JP2000257078A (en) | Construction method of mat foundation to use pc foundation beam member and pc support frame for pc foundation beam member | |
JP3143324B2 (en) | Foundation structure and foundation construction method | |
JPH0782755A (en) | Foundation structure and constructing method for foundation | |
JP2000212971A (en) | Pc foundation slab and pc foundation beam member for mat foundation, and work method for mat foundation using them | |
JPH06306874A (en) | Concrete block for footing | |
JP2512254B2 (en) | Structure of artificial ground and structure of house | |
JP2963613B2 (en) | Foundation structure and construction method | |
JP3602170B2 (en) | Precast concrete connecting members | |
JPH07216906A (en) | Building foundation and building method | |
JPH04306319A (en) | Foundation construction | |
JP3023266B2 (en) | Precast concrete foundation and foundation structure | |
JP2781643B2 (en) | Basement building block unit | |
JP3656873B2 (en) | Foundation construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20050726 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20050921 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20060207 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20060223 |
|
R150 | Certificate of patent (=grant) or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090303 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100303 Year of fee payment: 4 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100303 Year of fee payment: 4 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100303 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110303 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110303 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120303 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120303 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130303 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140303 Year of fee payment: 8 |
|
LAPS | Cancellation because of no payment of annual fees |