JP2003328455A - Building sill - Google Patents

Building sill

Info

Publication number
JP2003328455A
JP2003328455A JP2002132793A JP2002132793A JP2003328455A JP 2003328455 A JP2003328455 A JP 2003328455A JP 2002132793 A JP2002132793 A JP 2002132793A JP 2002132793 A JP2002132793 A JP 2002132793A JP 2003328455 A JP2003328455 A JP 2003328455A
Authority
JP
Japan
Prior art keywords
base
building
piece
vertical piece
fitting
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
Application number
JP2002132793A
Other languages
Japanese (ja)
Other versions
JP3941582B2 (en
Inventor
Yoji Shiina
洋史 椎名
Hiroshi Horikawa
浩志 堀川
Kunio Ideno
邦雄 出野
Shigeru Naito
繁 内藤
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.)
Nippon Light Metal Co Ltd
Original Assignee
Nippon Light Metal Co Ltd
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 Nippon Light Metal Co Ltd filed Critical Nippon Light Metal Co Ltd
Priority to JP2002132793A priority Critical patent/JP3941582B2/en
Publication of JP2003328455A publication Critical patent/JP2003328455A/en
Application granted granted Critical
Publication of JP3941582B2 publication Critical patent/JP3941582B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a lightweight building sill by which the processing accuracy and workability can be enhanced without corrosion due to insect damage of termite and humid or dimensional change and the attaching works of water throating members for the indoor side and joist holders for the outdoor side are facilitated. <P>SOLUTION: The building sill 1 is formed by the extrusion and arranged along the upper face of a continuous footing (foundation) K and made of an aluminum alloy. The section has a substantially rectangular form. At least one of the fitting groove (fitting part) 9, 11 for fitting a throating member 30 in the outdoor side vertical piece 3 and a recessed part (fixing part) 14 for fitting the joist holders 24 in the indoor side vertical piece 4 is formed along the longitudinal whole length. <P>COPYRIGHT: (C)2004,JPO

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】本発明は、基礎の上面に沿っ
て配置される建物用土台に関する。尚、本明細書におい
て、基礎は、布基礎、べた基礎、または独立基礎などを
含む。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building base arranged along the upper surface of a foundation. In this specification, the foundation includes a cloth foundation, a solid foundation, an independent foundation, and the like.

【0002】[0002]

【従来の技術】一般に、コンクリートからなる基礎の上
面に沿って固定される建物用土台には、在来工法やプレ
ハブ工法においても、断面角形の木材からなる土台が広
く用いられている。かかる木材製の土台は、基礎に埋め
込まれたアンカーボルトにより固定されると共に、柱や
間柱などもかかる土台を介して立設されている。
2. Description of the Related Art Generally, as a building base fixed along the upper surface of a concrete foundation, a base made of wood having a rectangular cross section is widely used even in conventional construction methods and prefabricated construction methods. The base made of wood is fixed by anchor bolts embedded in the foundation, and pillars and studs are also erected via the base.

【0003】しかしながら、従来の木材製の土台には、
以下のような問題があった。 (1)白蟻による食害を受け易く、湿気によって腐食し易
い。 (2)吸湿および放湿を繰り返すことにより、土台の断面
寸法が経年変化するため、建物に歪みを招来させる。 (3)重量が大きいため、現場での作業性に適さないと共
に、建物の固定荷重が大きくコスト高になり易い。 (4)柱の直下などの集中荷重を支持する部分とそうでな
い部分との何れも同一断面であるため、固定荷重が過大
となり、当該土台材料の無駄ともなる。 (5)加工精度が低く且つ寸法が狂いやすいため、モジュ
ールユニット化が困難で建物の施工性が低下する。 (6)屋外側の水切り材や屋内側の根太受けを取り付ける
ため、煩雑な位置決めなどが必要となる。 (7)木材伐採による環境破壊につながり易い。
However, conventional wood bases have
There were the following problems. (1) It is easily damaged by termites and easily corroded by moisture. (2) By repeatedly absorbing and releasing moisture, the cross-sectional dimensions of the base change over time, which causes distortion in the building. (3) Since it is heavy, it is not suitable for workability at the site, and the fixed load of the building is large and the cost is likely to increase. (4) Since both the portion supporting the concentrated load such as directly below the pillar and the portion not supporting the concentrated load have the same cross section, the fixed load becomes excessive and the base material is wasted. (5) Since the processing accuracy is low and the dimensions are easily changed, it is difficult to form a modular unit and the workability of the building is deteriorated. (6) Since the drainer on the outdoor side and the joist bridge on the indoor side are attached, complicated positioning is required. (7) It is easy to lead to environmental damage due to logging.

【0004】[0004]

【発明が解決すべき課題】本発明は、以上に説明した従
来の技術における問題点を解決し、白蟻の食害や湿気に
よる腐食または寸法変化がなく、軽量で加工精度および
施工性を高められると共に、屋外側への水切り材や屋内
側への根太受けの取り付けも容易となる建物用土台を提
供する、ことを課題とする。
DISCLOSURE OF THE INVENTION The present invention solves the above-mentioned problems in the prior art, and is free from termite feeding damage, corrosion due to moisture, or dimensional change, and is lightweight and capable of improving processing accuracy and workability. It is an object of the present invention to provide a building base that facilitates installation of a draining material on the outdoor side and a joist receiver on the indoor side.

【0005】[0005]

【課題を解決するための手段】本発明は、上記課題を解
決するため、建物用土台にアルミニウム合金からなる押
出形材を適用すると共に、かかる形材に水切り材との嵌
合部や根太受けとの係止部を一体に形成する、ことに着
想して成されたものである。即ち、本発明における第1
の建物用土台(請求項1)は、基礎の上面に沿って配置さ
れ且つアルミニウム合金からなる押出形材により形成さ
れる建物用土台であって、断面がほぼ矩形を呈し、その
屋外側における水切り材の嵌合部および屋内側における
根太受けの係止部の少なくとも一方を長手方向の全長に
沿って形成している、ことを特徴とする。
In order to solve the above problems, the present invention applies an extruded shape member made of an aluminum alloy to a building base, and at the same time, fits a draining member or joists to the shape member. It was made with the idea that the locking portion for and is integrally formed. That is, the first in the present invention
The building base (Claim 1) is a building base that is arranged along the upper surface of the foundation and is formed of an extruded profile made of aluminum alloy, and has a substantially rectangular cross section, and the drainer on the outdoor side thereof. At least one of the fitting portion of the material and the locking portion of the joist receiver on the indoor side is formed along the entire length in the longitudinal direction.

【0006】これによれば、アルミニウム合金の押出形
材により建物用土台を形成するため、白蟻の食害や湿気
による腐食または寸法変化がなく、長期間にわたり断面
や形状および強度が安定した土台となる。また、軽量で
固定荷重を小さくでき、加工精度が高く且つ建物の施工
性を高められると共に、環境上からも好ましくなる。し
かも、断面が矩形で且つ屋外側に水切り材用の嵌合部や
屋内側に根太受け用の係止部の少なくとも一方を長手方
向に沿って形成しているため、後述する水切り材の垂直
片などを長手方向に沿って容易且つ精度良く嵌合でき、
あるいは所定の位置で後述する根太受けを容易に係止す
ることも可能となる。尚、上記長手方向とは、土台を形
成する押出形材の押出方向と同じである。
[0006] According to this, since the building base is formed by the extruded profile of the aluminum alloy, the base has a stable cross section, shape and strength for a long period of time without corrosion by termites, corrosion due to moisture or dimensional change. . In addition, it is light in weight, can reduce the fixed load, has high processing accuracy, can improve the workability of the building, and is preferable from the environmental point of view. Moreover, since the cross section is rectangular and at least one of the fitting portion for the draining material on the outdoor side and the locking portion for receiving the joist on the indoor side is formed along the longitudinal direction, a vertical piece of the draining material to be described later. Can be easily and accurately fitted along the longitudinal direction,
Alternatively, it is possible to easily lock the joist receiver described later at a predetermined position. The longitudinal direction is the same as the extruding direction of the extruded profile forming the base.

【0007】また、本発明における第2の建物用土台
(請求項2)は、基礎の上面に沿って配置され且つアルミ
ニウム合金からなる押出形材により形成される土台本体
と、かかる土台本体の長手方向における所定の位置に嵌
合され且つ上記同様の押出形材からなる補強材と、を備
えた建物用土台であって、上記土台本体は、開口部が基
礎側に開口した断面ほぼコ字を呈すると共に、上記土台
本体の屋外側における水切り材の嵌合部および屋内側に
おける根太受けの係止部の少なくとも一方を長手方向の
全長に沿って形成している、ことを特徴とする。
The second building base of the present invention
(Claim 2) is a base body which is arranged along the upper surface of the foundation and is formed of an extruded profile made of an aluminum alloy, and a base body which is fitted at a predetermined position in the longitudinal direction and which is extruded in the same manner as above. A base for a building, comprising: a reinforcing member composed of a shape member, wherein the base body has a substantially U-shaped cross section with an opening opening to the foundation side, and a fitting of a draining material on the outdoor side of the base body. At least one of the joint portion and the engagement portion of the joist receiver on the indoor side is formed along the entire length in the longitudinal direction.

【0008】これによっても、白蟻の食害、湿気による
腐食のおそれ、寸法変化、および建物の歪みを生じるお
それがなく、加工精度が高く且つ建物の施工性を高めら
れる。しかも、アンカーボルトが貫通する部分や柱が立
設されて垂直方向の荷重が集中する部分にのみ補強材を
配置するため、一層軽量で固定荷重を小さくすることが
できる。更に、土台本体の屋外側に水切り材用の嵌合部
や屋内側に根太受け用の係止部の少なくとも一方を長手
方向に沿って形成しているため、後述する水切り材の垂
直片などを長手方向に沿って容易且つ精度良く嵌合で
き、あるいは所定の位置で後述する根太受けを容易に係
止することも可能となる。
Also by this, there is no risk of termite damage, corrosion due to moisture, dimensional change, and distortion of the building, and the processing accuracy is high and the workability of the building is enhanced. Moreover, since the reinforcing material is arranged only in the portion through which the anchor bolt penetrates and the pillar is erected and the load in the vertical direction is concentrated, it is possible to further reduce the weight and the fixing load. Furthermore, since at least one of the fitting portion for the draining material on the outdoor side of the base body and the locking portion for receiving the joist on the indoor side is formed along the longitudinal direction, a vertical piece of the draining material described later, etc. It is possible to fit easily and accurately along the longitudinal direction, or it is possible to easily lock the joist receiver described later at a predetermined position.

【0009】更に、本発明には、前記建物用土台または
前記土台本体の嵌合部に追って嵌合される水切り材は、
アルミニウム合金の押出形材からなり、上記嵌合部に嵌
合する垂直片またはかかる垂直片に設けた嵌合突条、か
かる垂直片の屋外側に位置する水平片、かかる水平片の
屋外側に立設する突条、およびかかる突条から斜め下向
きで且つ屋外側に傾斜する傾斜片を長手方向の全長に沿
って形成している、水切り材(請求項3)も含まれる。
Further, according to the present invention, the draining member fitted to the fitting part of the building base or the base body is fitted,
A vertical piece that is made of an extruded aluminum alloy and that fits into the above-mentioned fitting part, or a fitting protrusion provided on such a vertical piece, a horizontal piece that is located on the outdoor side of such a vertical piece, and an outdoor side of such a horizontal piece. It also includes a standing ridge and a draining member (claim 3) in which an inclined piece that is inclined downward from the ridge and that is inclined toward the outdoor side is formed along the entire length in the longitudinal direction.

【0010】これによれば、水切り材の上記垂直片など
を上記建物用土台または土台本体の嵌合部に嵌合するこ
とにより、かかる水切り材を上記建物用土台や土台本体
の屋外側に容易且つ精度良く位置決めできる。また、水
平片の上で且つ突条の屋内側に建物の外装材に添接する
合板を垂直に立設することにより、傾斜片の上を吹き上
がる雨水から上記合板を確実に保護することもできる。
尚、水切り材は、建物用土台または土台本体の長手方向
の全長に沿ってほぼ沿って嵌合され且つ位置決めされた
後、ネジ止めなどによりその位置を固定される。
According to this, by fitting the vertical piece of the draining material or the like to the fitting portion of the building base or the base body, the draining material can be easily attached to the outdoor side of the building base or the base body. In addition, it can be positioned with high accuracy. Further, by vertically standing the plywood that is attached to the exterior material of the building on the horizontal piece and on the indoor side of the ridge, it is possible to reliably protect the plywood from rainwater that blows up on the inclined piece. .
The draining material is fitted and positioned along substantially the entire length of the building base or the base body in the longitudinal direction, and then fixed in position by screwing or the like.

【0011】加えて、本発明には、前記建物用土台また
は前記土台本体の係止部に追って係止される根太受け
は、アルミニウム合金の押出形材をその長手方向にて所
定の長さに切断したものであり、上記係止部に係止する
段部または係止突条を少なくとも上部に設けた垂直片
と、かかる垂直片の上部から屋内側に水平に伸びた水平
片と、を長手方向に沿って形成している、根太受け(請
求項4)も含まれる。
In addition, according to the present invention, the joist receiver, which is locked following the locking portion of the building base or the base body, is made of an aluminum alloy extruded profile having a predetermined length in the longitudinal direction. A vertical piece that is cut and has a step portion or a locking ridge that locks to the locking portion at least in the upper portion, and a horizontal piece that horizontally extends from the upper portion of the vertical piece toward the indoor side. A joist support (claim 4) formed along the direction is also included.

【0012】これによれば、根太受けの垂直片における
上部に設けた段部または係止突条を、上記建物用土台ま
たは土台本体における所定の位置の係止部に係止するこ
とにより、かかる根太受けを上記建物用土台や土台本体
の屋内側に容易に位置決めすることができる。従って、
建物の床部分を迅速に施工することが可能となる。尚、
根太受けは、これを形成する押出形材をその長手方向に
沿って短尺に切断したものであり、上記建物用土台また
は土台本体の屋内側でその長手方向に沿って、複数個が
係止される。また、係止された複数の根太受けは、ネジ
止めなどにより上記建物用土台または土台本体の屋内側
に固定されると共に、これの水平片の上に根太および床
材が載置される。
[0012] According to this, the step portion or the locking projection provided on the upper portion of the vertical piece of the joist receiving member is locked by the locking portion at a predetermined position on the building base or the base body. The joists can be easily positioned on the indoor side of the building base or the base body. Therefore,
It is possible to quickly construct the floor of the building. still,
The joist is made by cutting the extruded profile forming this into a short length along its longitudinal direction, and a plurality of the joists are locked on the indoor side of the building base or the base body along its longitudinal direction. It In addition, the plurality of locked joist supports are fixed to the indoor side of the building base or the base body by screwing or the like, and the joists and the floor material are placed on the horizontal piece thereof.

【0013】[0013]

【発明の実施の形態】以下において、本発明の実施に好
適な形態を図面と共に説明する。図1は、本発明らおけ
る第1の建物用土台1(請求項1)の施工済み状態の概要
を模式的に示す斜視図であり、かかる土台1は、図1に
示すように、建物の布基礎(基礎)Kの上面に沿ってスペ
ーサS,sなどを介して配置されている。図1に示すよ
うに、建物用土台1は、アンカーボルト20により布基
礎Kに固定され、かかるボルト20は、土台1上に立設
される柱Hの近傍における当該土台1を貫通している。
また、かかる柱Hは、後述する接続金具40を介して垂
直に立設される。尚、建物用土台1上の柱H,H間に
は、布基礎Kとの間にスペーサSを介して間柱mHが金
具により立設されると共に、互いに平行な建物用土台
1,1間には、根太23が水平に掛け渡される。かかる
根太23は、後述するように根太受け24の上に固定す
るか、図1に示すように、かかる根太23をアルミニウ
ム合金からなる断面角形の中空押出形材とし、その端部
の中空部内に根太受け24が固定されることにより、上
記土台1に取り付けられる。この際、根太23の上面は
かかる土台1の上面と同じレベルに配置されている。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, preferred embodiments for carrying out the present invention will be described with reference to the drawings. FIG. 1 is a perspective view schematically showing an outline of a completed state of a first building base 1 (claim 1) according to the present invention. As shown in FIG. It is arranged along the upper surface of the cloth foundation (base) K via spacers S, s and the like. As shown in FIG. 1, the building base 1 is fixed to a cloth foundation K by anchor bolts 20, and the bolts 20 penetrate the base 1 in the vicinity of columns H standing on the base 1. .
Further, the pillar H is vertically installed upright via a connection fitting 40 described later. In addition, between the pillars H on the building base 1 and the cloth foundation K, a stud mH is erected by a metal fitting via a spacer S, and between the building bases 1 and 1 parallel to each other. The joists 23 are laid horizontally. The joist 23 is fixed on the joist receiver 24 as described later, or as shown in FIG. 1, the joist 23 is a hollow extruded shape member having a square cross section made of an aluminum alloy, and is placed in the hollow portion at the end thereof. By fixing the joist receiver 24, it is attached to the base 1. At this time, the upper surface of the joist 23 is arranged at the same level as the upper surface of the base 1.

【0014】図2(A)は、第1の建物用土台1の納まり
を示す垂直断面図である。建物用土台1は、布基礎Kに
より形成された基礎の上面に沿ってスペーサSを介して
配置され、アルミニウム合金(JIS:A6063S−
T5など)の押出形材からなる。図2(A),図2(B)に
示すように、建物用土台1は、上・下端の水平片2,5
および屋外・屋内側の縦片3,4からなる断面がほぼ矩
形(長方形)を呈し、かかる断面形状と全体がほぼ相似形
の中空部6a,6b,6cを長手方向(図示で奥行き方
向で且つ押出方向)の全長に沿って有する。
FIG. 2 (A) is a vertical sectional view showing the accommodation of the first building base 1. The building base 1 is arranged via a spacer S along the upper surface of the foundation formed by the cloth foundation K, and is made of an aluminum alloy (JIS: A6063S-
(Ex. T5) extruded profile. As shown in FIGS. 2 (A) and 2 (B), the building base 1 includes horizontal pieces 2 and 5 at the upper and lower ends.
Also, the cross-section consisting of the vertical pieces 3 and 4 on the outdoor and indoor sides has a substantially rectangular shape (rectangular shape), and the hollow portions 6a, 6b, 6c that are substantially similar to the cross-sectional shape in the longitudinal direction (in the depth direction in the drawing and Along the entire length in the extrusion direction).

【0015】中空部6a,6b,6cは、当該土台1の
幅方向における中央付近で且つ不均等な位置に形成され
た垂直な一対の隔壁7a,7bにより分割されているた
め、それらの幅寸法が互いに異なる。因みに、かかる土
台1全体の外形における高さは40mmで且つ幅は12
0mmであり、且つ各部の厚みは約2mmである。ま
た、建物用土台1は、図2(A)に示すように、上端の水
平片2の中央付近に浅い凹溝2aを有し、屋外側の縦片
3の上・下端に、対向する断面L形で且つ長短の突条
8,10およびこれらの内側の嵌合溝(嵌合部)9,11
を、それぞれ一体に設けている。更に、屋内側の縦片4
の上・下端に、水平な突片12,13およびその間の浅
い凹部(係止部)14を、それぞれ一体に設けている。
Since the hollow portions 6a, 6b, 6c are divided by a pair of vertical partition walls 7a, 7b formed in an uneven position near the center of the base 1 in the width direction thereof, their width dimensions. Are different from each other. By the way, the height of the entire outer shape of the base 1 is 40 mm and the width is 12 mm.
The thickness of each part is about 2 mm. Further, as shown in FIG. 2 (A), the building base 1 has a shallow groove 2a near the center of the horizontal piece 2 at the upper end, and a cross section facing the upper and lower ends of the vertical piece 3 on the outdoor side. L-shaped and long and short ridges 8 and 10 and fitting grooves (fitting portions) 9 and 11 inside them
Are integrally provided. Furthermore, the vertical piece 4 on the indoor side
Horizontal protrusions 12 and 13 and a shallow recess (locking portion) 14 between them are integrally provided at the upper and lower ends of the upper portion and the lower portion, respectively.

【0016】更に、図2(A)に示すように、布基礎Kの
上には、平面視がほぼ正方形を呈し厚みが約20mmの
スペーサSが図示で前後方向に沿って複数載置される。
かかるスペーサSは、耐熱性および耐候性を有する硬質
の合成ゴムまたは合成樹脂からなり、その中心部には、
布基礎K中の図示しないアンカー部から連続し且つ布基
礎Kの上面の中央付近から立設するアンカーボルト20
が貫通する。アンカーボルト20は、図2(A)に示すよ
うに、土台1の中央に位置する中空部6cおよびその上
下の水平片2,5を貫通し、座金21を介してナット2
2とネジ結合される。この結果、建物用土台1は、複数
のスペーサSを介して布基礎Kの上方に沿って固定され
る。尚、水平片2上で且つ後述する柱H,H間には、図
2(A)に示す断熱材Dおよびその屋内側の内装材(図示
せず)が配置される。
Further, as shown in FIG. 2A, a plurality of spacers S each having a substantially square shape in plan view and a thickness of about 20 mm are placed on the cloth foundation K along the front-rear direction in the drawing. .
The spacer S is made of hard synthetic rubber or synthetic resin having heat resistance and weather resistance, and its central portion is
Anchor bolt 20 which is continuous from an anchor portion (not shown) in the cloth foundation K and which is erected from near the center of the upper surface of the cloth foundation K.
Penetrates. As shown in FIG. 2 (A), the anchor bolt 20 penetrates the hollow portion 6c located at the center of the base 1 and the horizontal pieces 2 and 5 above and below the hollow portion 6c, and the nut 2 through the washer 21.
2 and screwed together. As a result, the building base 1 is fixed along the upper side of the cloth foundation K via the plurality of spacers S. A heat insulating material D shown in FIG. 2 (A) and an interior material (not shown) on the indoor side thereof are arranged on the horizontal piece 2 and between columns H, H described later.

【0017】また、図2(A)に示すように、建物用土台
1の屋外側の縦片3における嵌合溝9,11には、水切
り材30の垂直片32が嵌合され且つネジ37により縦
片3に固定される。この水切り材30も前記同様のアル
ミニウム合金の押出形材からなり、図2(B)に示すよう
に、垂直片32、水平片33、突条34、傾斜片35、
およびカバー片36を一体に有する。例えば、雨天の際
に屋外から傾斜片35上を吹き上がる雨水は、図2(A)
に示すように、突条34により阻止されるため、布基礎
Kと土台1との間から雨水が屋内側へ浸入する事態を防
止できる。尚、合板38の屋外側には、外装材Gが配置
されている。
As shown in FIG. 2A, the vertical piece 32 of the draining material 30 is fitted into the fitting grooves 9 and 11 of the vertical piece 3 on the outdoor side of the building base 1, and the screw 37 is used. It is fixed to the vertical piece 3 by. This draining member 30 is also made of the same extruded aluminum alloy as described above, and as shown in FIG. 2B, a vertical piece 32, a horizontal piece 33, a ridge 34, an inclined piece 35,
And a cover piece 36 integrally. For example, the rainwater that blows up from the outside on the inclined piece 35 in the case of rain is shown in FIG.
As shown in FIG. 5, since it is blocked by the ridge 34, it is possible to prevent rainwater from entering the indoor side from between the cloth foundation K and the base 1. An exterior material G is arranged on the outdoor side of the plywood 38.

【0018】更に、図2(A)に示すように、建物用土台
1の屋内側の縦片4に位置する突片12,13間の凹部
(係止部)14には、複数の根太受け24が互いに間隔を
置き且つその出隅部の段部27が個別に係止され且つ垂
直片25が挿入される。上記根太受け24も、図2(B)
の下方に示すように、前記同様の押出形材をその長手方
向において短く切断したもので、垂直片25および水平
片26からなる断面ほぼL字形を呈し、その出隅部に段
部27が一体に設けられている。かかる根太受け24
は、図2(A)に示すように、垂直片25を縦片4にネジ
37により固定された後、その水平片26上に根太23
および床材Fが載置される。
Further, as shown in FIG. 2 (A), a recess between the projecting pieces 12 and 13 located on the vertical piece 4 on the indoor side of the building base 1
In the (locking portion) 14, a plurality of joist receivers 24 are spaced from each other, the step portions 27 at the projected corners thereof are individually locked, and the vertical pieces 25 are inserted. The joist tray 24 is also shown in FIG. 2 (B).
As shown below, an extruded profile similar to that described above is cut short in the longitudinal direction, and has a substantially L-shaped cross section composed of a vertical piece 25 and a horizontal piece 26, and a step portion 27 is integrally formed at the projecting corner portion. It is provided in. Such joists 24
2A, the vertical piece 25 is fixed to the vertical piece 4 with the screw 37, and then the joist 23 is placed on the horizontal piece 26.
And the floor material F is placed.

【0019】以上のような建物用土台1によれば、白蟻
の食害や湿気による腐食や寸法変化がなく、長期間にわ
たり断面や形状および強度が安定する。また、軽量で施
工作業性も良く、アルミニウム合金の押出形材にて形成
されるため、加工精度が高く且つ建物の施工性を高めら
れる。更に、木材の伐採などの必要もなく且つリサイク
ルも容易なため、環境上からも好ましい。しかも、断面
が矩形で且つ屋外側の嵌合溝(嵌合部)9,11および屋
内側の凹部(係止部)14を長手方向に沿って形成してい
るため、水切り材30の垂直片32を長手方向に沿って
容易且つ精度良く嵌合できると共に、所定の位置で所望
数の根太受け24の垂直片25などを容易に係止でき
る。従って、雨水の布基礎Kと土台1との間からの浸入
を防止し、且つ床材Fの施工も精度良く迅速に行うこと
が可能となる。
According to the building base 1 as described above, the cross section, the shape and the strength are stable for a long period of time without the damage of termites, the corrosion due to moisture and the dimensional change. In addition, since it is lightweight and has good workability and is formed of an extruded aluminum alloy profile, it has high processing accuracy and can improve workability of a building. Furthermore, it is not environmentally preferable because it does not require cutting of wood and is easy to recycle. Moreover, since the fitting grooves (fitting portions) 9 and 11 on the outdoor side and the recessed portion (locking portion) 14 on the indoor side are formed along the longitudinal direction with a rectangular cross section, the vertical piece of the draining material 30 is formed. 32 can be fitted easily and accurately along the longitudinal direction, and the vertical pieces 25 and the like of the desired number of joists 24 can be easily locked at a predetermined position. Therefore, it becomes possible to prevent the rainwater from entering between the cloth foundation K and the base 1, and to perform the construction of the floor material F with high accuracy and speed.

【0020】次に、建物用土台1を布基礎Kの上方で固
定する作業について説明する。図3(A)に示すように、
布基礎Kにより形成された基礎から立設するアンカーボ
ルト20は、スペーサSの中心部を貫通している。尚、
建物用土台1を固定する位置は、後述する接続金具40
などがない位置が選定される。予め、建物用土台1の水
平片2,5の幅方向の中央における凹溝2aなどの付近
には、通し孔2bを穿孔しておく(水平片5の通し孔の
図示は省略)。更に、ナット22および座金21を用意
する。
Next, the operation of fixing the building base 1 above the cloth foundation K will be described. As shown in FIG.
Anchor bolts 20 standing upright from the foundation formed by the cloth foundation K penetrate through the central portion of the spacer S. still,
The position for fixing the building base 1 is the connection fitting 40 described later.
The position where there is no such thing is selected. In advance, a through hole 2b is formed near the groove 2a in the center of the horizontal pieces 2 and 5 of the building base 1 in the width direction (the through hole of the horizontal piece 5 is not shown). Further, the nut 22 and the washer 21 are prepared.

【0021】次いで、図3(B)に示すように、アンカー
ボルト20を、通し孔2bなどに貫通させて建物用土台
1を複数のスペーサSの上に載置する。そして、アンカ
ーボルト20の上端の雄ネジ部20aに、座金21を挿
通させ且つナット22をネジ結合する。この結果、図3
(B)に示すように、建物用土台1は、複数のスペーサS
を介して布基礎Nの上面に沿って強固に固定される。し
かも、アンカーボルト20およびナット22による締め
付けによっても、隔壁7a,7bがあるため、水平片2
の中央付近が変形する事態を防止することができる。
Next, as shown in FIG. 3B, the anchor bolt 20 is penetrated through the through hole 2b and the building base 1 is placed on the plurality of spacers S. Then, the washer 21 is inserted into the male screw portion 20a at the upper end of the anchor bolt 20 and the nut 22 is screwed. As a result,
As shown in (B), the building base 1 includes a plurality of spacers S.
Is firmly fixed along the upper surface of the cloth foundation N via. Moreover, even if the anchor bolts 20 and the nuts 22 are tightened, since the partition walls 7a and 7b are present, the horizontal piece 2
It is possible to prevent the vicinity of the center from being deformed.

【0022】図4(A)は、前記土台1の変形形態である
建物用土台1aの納まり図である。建物用土台1aも前
記同様のアルミニウム合金の押出形材からなり、図4
(B)に示すように、上・下端の水平片2,5、屋外・屋
内側の縦片3,4、中空部6a,6b,6c、および屋
外側の突条8,10および嵌合溝(嵌合部)9,11を有
している。また、屋内側の縦片4の上端には、断面L形
の突条15およびその内側の係止溝(係止部)16が、当
該縦片4の下端には水平な突片17が設けられると共
に、突条15と突片17のとの間に凹部(係止部)18が
形成されている。
FIG. 4A is a schematic view of a building base 1a which is a modification of the base 1. The building base 1a is also made of the same extruded aluminum alloy as shown in FIG.
As shown in (B), horizontal pieces 2 and 5 at the upper and lower ends, vertical pieces 3 and 4 at the outdoor and indoor sides, hollow portions 6a, 6b and 6c, and ridges 8 and 10 and fitting grooves on the outdoor side. It has (fitting portions) 9 and 11. Further, a protrusion 15 having an L-shaped cross section and a locking groove (locking portion) 16 inside thereof are provided on the upper end of the vertical piece 4 on the indoor side, and a horizontal protrusion 17 is provided on the lower end of the vertical piece 4. At the same time, a recess (locking portion) 18 is formed between the protrusion 15 and the protrusion 17.

【0023】建物用土台1aも前記土台1と同様にスペ
ーサSを介して布基礎Kの上方に配置され、中空部6c
などを貫通する前記アンカーボルト20により固定され
る。また、図4(A)に示すように、アンカーボルト20
が貫通しない位置では、予めベース板47の上面から立
設するボルト48が、薄肉のスペーサsを介して、建物
用土台1aの中空部6cなどを貫通する。かかるボルト
48の上端における雄ネジ部は、接続金具40の中間に
溶着したナット46にネジ結合する。かかる金具40
は、矩形の接続板42と、その下辺43の中央に下向き
の設けた図示しない凹部の中間に溶着したナット46
と、を備えている。この結果、建物用土台1aの凹溝2
aに接続板42の下辺43を嵌合して、接続金具40を
回転不能に固定した後、布基礎Kの上方に沿って前記同
様にアンカーボルト20を介して建物用土台1aを固定
する。
The building base 1a is also disposed above the cloth foundation K via the spacer S similarly to the base 1 and has a hollow portion 6c.
It is fixed by the anchor bolt 20 which penetrates through. In addition, as shown in FIG. 4 (A), the anchor bolt 20
At a position where does not penetrate, the bolt 48 standing upright from the upper surface of the base plate 47 penetrates the hollow portion 6c of the building base 1a and the like through the thin spacer s. The male screw portion at the upper end of the bolt 48 is screwed to the nut 46 welded in the middle of the connection fitting 40. Such metal fittings 40
Is a rectangular connecting plate 42 and a nut 46 welded in the middle of a recess (not shown) provided downward at the center of the lower side 43 of the connecting plate 42.
And are equipped with. As a result, the groove 2 of the building base 1a
After fitting the lower side 43 of the connection plate 42 to a and fixing the connection fitting 40 so that it cannot rotate, the building base 1a is fixed above the cloth foundation K via the anchor bolts 20 in the same manner as described above.

【0024】そして、図4(A)に示すように、建物用土
台1a上における所定の位置に、柱Hを接続金具40を
介して接続する。この柱Hの下端には、屋内・外方向の
中央から垂直に切り込んだスリットhsと、接続金具4
0のナット46およびボルト20の上端を収容する凹部
とが形成されている。接続金具40の接続板42を、柱
Hのスリットhsに嵌合した後、図示しないピンを柱H
に水平に打ち込むと同時に接続板42の上部に形成した
図示しない通し孔を貫通させる。この結果、柱Hを建物
用土台1a上に抜け出し不能にして垂直に立設すること
ができる。尚、前記土台1上の所定の位置にも、上記同
様に接続金具40を介して柱Hが垂直に立設される。更
に、図4(A)に示すように、建物用土台1aにおける屋
外側の縦片3の嵌合溝(嵌合部)9,11には、水切り材
30の垂直片32が前記同様に嵌合される。
Then, as shown in FIG. 4 (A), the pillar H is connected to a predetermined position on the building base 1a through the connecting metal fitting 40. At the lower end of the pillar H, a slit hs vertically cut from the center in the indoor / outdoor direction and the connecting fitting 4
A recess for accommodating the upper end of the nut 46 and the bolt 20 of 0 is formed. After fitting the connection plate 42 of the connection fitting 40 into the slit hs of the pillar H, a pin (not shown) is attached to the pillar H.
At the same time, the through hole (not shown) formed in the upper portion of the connection plate 42 is penetrated at the same time as it is horizontally driven. As a result, the pillar H can be vertically set up on the building base 1a so that it cannot be pulled out. A pillar H is also vertically installed at a predetermined position on the base 1 through a connecting fitting 40 in the same manner as above. Further, as shown in FIG. 4 (A), the vertical piece 32 of the draining material 30 is fitted into the fitting grooves (fitting portions) 9 and 11 of the vertical piece 3 on the outdoor side of the building base 1a in the same manner as described above. Are combined.

【0025】加えて、図4(A)に示すように、建物用土
台1aの屋内側の縦片4には、根太受け24aが配置さ
れる。図4(C)に示すように、根太受け24aも垂直片
25および水平片26からなる断面ほぼL字形を呈し、
その出隅部に、係止突条28と係止溝29とを設けてい
る。尚、上記突条28の長さは、土台1aの突条15よ
りも短く設定される。根太受け24aは、以下のように
して建物土台1aに固定される。先ず、縦片4の上端の
係止溝16に、根太受け24aの係止突条28の先端部
を斜めに挿入する。次に、かかる状態で根太受け24a
を、図4(A)で時計回り方向に回転しつつ押し込むこと
により、建物用土台1aの突条15を係止溝29に係止
し、且つ当該土台1aの凹部(係止部)18に垂直片25
を挿入する。この結果、根太受け24aは、位置決めさ
れる。そして、垂直片25を縦片4にネジ37により固
定した後、水平片26上に根太23および床材Fが載置
される。以上のような建物用土台1aによっても前記土
台1と同様の効果が得られる。
In addition, as shown in FIG. 4A, a joist receiver 24a is arranged on the vertical piece 4 on the indoor side of the building base 1a. As shown in FIG. 4 (C), the joist receiver 24a also has a substantially L-shaped cross section including a vertical piece 25 and a horizontal piece 26,
A locking projection 28 and a locking groove 29 are provided at the projected corner portion. The length of the protrusion 28 is set shorter than that of the protrusion 15 of the base 1a. The joists 24a are fixed to the building base 1a as follows. First, the front end portion of the locking projection 28 of the joist receiver 24a is obliquely inserted into the locking groove 16 at the upper end of the vertical piece 4. Next, in this state, the joists 24a
4A is pushed in while rotating in the clockwise direction in FIG. 4A, thereby locking the protrusion 15 of the building base 1a in the locking groove 29 and in the recess (locking part) 18 of the base 1a. Vertical piece 25
Insert. As a result, the joist receiver 24a is positioned. Then, after fixing the vertical piece 25 to the vertical piece 4 with the screw 37, the joist 23 and the floor material F are placed on the horizontal piece 26. The same effect as the base 1 can be obtained by the building base 1a as described above.

【0026】図5(A)は、本発明の第2の建物用土台5
0(請求項2)の納まり図である。かかる建物用土台50
は、布基礎Kの上面に沿って配置される長尺な土台本体
51と、かかる土台本体51における所定の位置に嵌合
され且つ布基礎Kから立設するアンカーボルト20また
は前記ボルト48が貫通する位置などに配置される複数
の短い補強材60と、を組み合わせたものである。尚、
図5(A)において、建物用土台50全体の高さは40m
mであり、その幅は120mmである。図5(B)に示す
ように、土台本体51も前記同様のアルミニウム合金の
押出形材からなり、下向き(布基礎K側)に開口する断面
ほぼコ字形を呈し、上端の水平片52および屋外・屋内
側の縦片53,54と、これらに囲まれた開口部55と
を備えている。水平片52の中央には、前記同様の凹溝
52aが位置する。
FIG. 5A shows the second building base 5 of the present invention.
It is an accommodation diagram of 0 (claim 2). Such building base 50
Is a long base main body 51 arranged along the upper surface of the cloth base K, and the anchor bolt 20 or the bolt 48 which is fitted at a predetermined position in the base main body 51 and stands upright from the cloth base K penetrates. This is a combination of a plurality of short reinforcing members 60 arranged at positions where still,
In FIG. 5 (A), the entire height of the building base 50 is 40 m.
m and its width is 120 mm. As shown in FIG. 5 (B), the base body 51 is also made of an extruded profile of the same aluminum alloy as described above, has a substantially U-shaped cross-section that opens downward (to the side of the fabric foundation K), and has a horizontal piece 52 at the upper end and the outdoors. The indoor vertical pieces 53, 54 and the opening 55 surrounded by these are provided. In the center of the horizontal piece 52, a groove 52a similar to the above is located.

【0027】また、図5(B)に示すように、土台本体5
1における屋外側の縦辺53の上端と下端付近とには断
面L形で互いに対向する長短の突条56,58およびこ
れらの内側の嵌合溝(嵌合部)57,57を、長手方向に
沿って有する。更に、屋内側の縦片54の上端には、断
面L形の突条56およびその内側の係止溝(係止部)57
aを有し、下端には水平な突片59を有すると共に、こ
れらの間の凹部57b(係止部)を、それぞれ長手方向
(図示で奥行き方向で押出方向)の全長に沿って一体に設
けている。
Further, as shown in FIG. 5B, the base body 5
In the vicinity of the upper end and the lower end of the vertical side 53 on the outdoor side in FIG. 1, long and short ridges 56 and 58 facing each other in an L-shaped cross section, and fitting grooves (fitting parts) 57 and 57 inside thereof are provided in the longitudinal direction. Have along. Further, on the upper end of the vertical piece 54 on the indoor side, a ridge 56 having an L-shaped cross section and a locking groove (locking portion) 57 inside thereof.
a and a horizontal protrusion 59 at the lower end, and a concave portion 57b (locking portion) between them is formed in the longitudinal direction.
It is provided integrally along the entire length (in the drawing, the extrusion direction in the depth direction).

【0028】一方、補強材60も前記同様の押出形材か
らなり、図5(B)に示すように、上・下端の水平片6
2,65および屋外・屋内側の縦片63,64とからな
る断面がほぼ矩形を呈し、その内部には中空部66a,
66b,66cを長手(奥行き)方向に沿って有してい
る。尚、中空部66a,66b,66cは、補強材60
の幅方向における中央付近の垂直な一対の隔壁67a,
67bにより分割され、且つ幅方向の寸法が互いに相違
している。また、図5(B)に示すように、上端の水平片
62の中央には、土台本体51の凹溝52aの底部を受
け入れる幅広い凹溝62aが形成されている。更に、屋
外側の縦片63の下端には、下端の水平片65の先端か
ら立設する突片68とその内側の小溝61とが位置する
と共に、屋内側の縦片64の下端には、断面L字形の突
条69とその内側の幅広の小溝61とが位置している。
On the other hand, the reinforcing material 60 is also made of the extruded shape material similar to the above, and as shown in FIG.
2, 65 and vertical pieces 63, 64 on the outdoor / indoor side have a substantially rectangular cross section, and a hollow portion 66a,
66b and 66c are provided along the longitudinal (depth) direction. The hollow portions 66a, 66b, 66c are made of the reinforcing material 60.
A pair of vertical partition walls 67a near the center in the width direction of the
It is divided by 67b, and the dimensions in the width direction are different from each other. Further, as shown in FIG. 5B, a wide concave groove 62a for receiving the bottom portion of the concave groove 52a of the base body 51 is formed at the center of the horizontal piece 62 at the upper end. Furthermore, at the lower end of the vertical piece 63 on the outdoor side, the protruding piece 68 standing upright from the tip of the horizontal piece 65 at the lower end and the small groove 61 inside thereof are located, and at the lower end of the vertical piece 64 on the indoor side, A ridge 69 having an L-shaped cross section and a wide small groove 61 inside thereof are located.

【0029】図5(A),(C)に示すように、土台本体5
1の開口部55における所定の位置に補強材60を嵌合
すると共に、屋外側において土台本体51の縦片53の
下端を、補強材60の小溝61に挿入し、屋内側におい
て土台本体51の縦片54の下端に位置する突片59
を、補強材60の小溝61に挿入する。この結果、長尺
な土台本体51における所定の位置に所望数の補強材6
0を嵌合した建物用土台50が組み立てられる。尚、土
台本体51における水平片52の幅方向における中央付
近で且つ凹溝52aの底部と、補強材60の中空部66
cの上下に位置する水平片62,65には、図5(A)中
で破線で示す通し孔を穿孔しておく。
As shown in FIGS. 5A and 5C, the base body 5
While fitting the reinforcing material 60 at a predetermined position in the opening 55 of No. 1, the lower end of the vertical piece 53 of the base body 51 on the outdoor side is inserted into the small groove 61 of the reinforcing material 60, and the base body 51 on the indoor side. A projecting piece 59 located at the lower end of the vertical piece 54
Is inserted into the small groove 61 of the reinforcing member 60. As a result, a desired number of reinforcing members 6 are provided at predetermined positions on the long base body 51.
The building base 50 in which 0 is fitted is assembled. In addition, in the vicinity of the center of the horizontal piece 52 in the base body 51 in the width direction, the bottom portion of the groove 52a, and the hollow portion 66 of the reinforcing member 60.
The horizontal pieces 62, 65 located above and below c are perforated with through holes indicated by broken lines in FIG. 5 (A).

【0030】図5(A),(C)に示すように、布基礎K中
からその上面に垂直に立設するアンカーボルト20は、
スペーサSを貫通し、更に建物用土台50における土台
本体51や補強材60の上記各通し孔を貫通する。かか
る土台50の上方に突出するアンカーボルト20の雄ネ
ジ部に座金21を通してナット22をネジ結合する。こ
の結果、建物用土台50は、補強材60が嵌合された部
分に位置する複数のスペーサSを介して、布基礎Kの上
方に沿って配置され且つ固定される。尚、上記操作の前
に、建物用土台50上における所定の位置に、予め前記
接続金具40の接続板42をボルト48など用いて立設
しておくものとする。また、土台50の上で且つ前記柱
H,H間には、図5(A)に示すように、断熱材Dおよび
その屋内側の内装材(図示せず)が配置される。更に、図
5(C)は、図5(A)中のC−C線に沿った矢視における
建物用土台50の断面図である。
As shown in FIGS. 5 (A) and 5 (C), the anchor bolt 20 standing upright on the upper surface of the cloth foundation K is:
It penetrates the spacer S and further penetrates the through holes of the base body 51 and the reinforcing material 60 in the building base 50. The nut 22 is screwed to the male screw portion of the anchor bolt 20 protruding above the base 50 through the washer 21. As a result, the building base 50 is arranged and fixed along the upper side of the cloth foundation K via the plurality of spacers S located at the portion where the reinforcing material 60 is fitted. Prior to the above operation, the connection plate 42 of the connection fitting 40 is previously erected at a predetermined position on the building base 50 by using bolts 48 or the like. Further, as shown in FIG. 5A, a heat insulating material D and an interior material (not shown) on the indoor side thereof are arranged on the base 50 and between the pillars H and H. Further, FIG. 5C is a cross-sectional view of the building base 50 taken along the line C-C in FIG.

【0031】また、図5(A)に示すように、建物用土台
50における屋外側の縦片53の嵌合溝(嵌合部)57,
57には、水切り材30の垂直片32が前記同様に嵌合
された後、突条34の内外両側には、合板38と外装材
Gとが配置される。更に、図5(A)に示すように、建物
用土台50の屋内側の縦片54には、根太受け24aが
配置される。前記同様に、土台本体51の突条56に根
太受け24aの係止溝29を係止し且つ係止溝57aに
係止突条28を係止することにより、凹部(係止部)57
bに垂直片25を挿入する。この結果、根太受け24a
は位置決めされる。そして、垂直片25を土台本体51
の縦片54などにネジ37により固定した後、水平片2
6の上に根太23および床材Fが載置される。
Further, as shown in FIG. 5A, the fitting groove (fitting portion) 57 of the vertical piece 53 on the outdoor side of the building base 50,
After the vertical piece 32 of the draining material 30 is fitted to the 57 in the same manner as described above, the plywood 38 and the exterior material G are arranged on both inner and outer sides of the ridge 34. Further, as shown in FIG. 5 (A), a joist receiver 24a is disposed on the vertical piece 54 on the indoor side of the building base 50. In the same manner as described above, by locking the locking groove 29 of the joist receiver 24a to the projection 56 of the base body 51 and locking the locking projection 28 to the locking groove 57a, a recess (locking portion) 57 is formed.
Insert the vertical piece 25 into b. As a result, joist 24a
Is positioned. Then, attach the vertical piece 25 to the base body 51.
After fixing it to the vertical piece 54 of the
A joist 23 and a floor material F are placed on the sheet 6.

【0032】以上のような建物用土台50によっても、
白蟻の食害、湿気による腐食のおそれ、寸法変化、およ
び建物の歪みを生じるおそれがなく、軽量で施工作業性
が良くアルミニウム合金の押出形材で形成されるため、
加工精度が高くなる。しかも、嵌合溝57,57によ
り、水切り材30の位置決めが、また、係止溝57aお
よび凹部57bより、根太受け24aの位置決めが、容
易で且つ精度も良く行えるため、建物の施工性を高めら
れる。加えて、アンカーボルト20やボルト48が貫通
する部分にのみ補強材60を配置すると共に、その隔壁
67a,67bにより、土台本体51や補強材60の水
平片52,62の下向きの変形も防止できる。従って、
固定荷重を一層小さくし高い強度を有する建物用土台5
0となる。
Even with the building base 50 as described above,
It is made of extruded aluminum alloy, which is lightweight and has good workability without the risk of termite damage, corrosion due to moisture, dimensional changes, and distortion of the building.
Higher processing accuracy. Moreover, since the draining member 30 can be positioned by the fitting grooves 57, 57 and the joist receiver 24a can be positioned easily by the locking groove 57a and the recess 57b, the workability of the building can be improved. To be In addition, the reinforcing material 60 is arranged only in the portion where the anchor bolt 20 or the bolt 48 penetrates, and the partition walls 67a and 67b can prevent downward deformation of the base body 51 and the horizontal pieces 52 and 62 of the reinforcing material 60. . Therefore,
Building base 5 with a smaller fixed load and higher strength
It becomes 0.

【0033】図6(A)は、前記土台50の変形形態の建
物用土台50aの納まり図である。建物用土台50a
も、前記同様に、布基礎Kの上面に沿って配置される長
尺な土台本体51aと、かかる土台本体51aの一部に
嵌合され、布基礎Kから立設する前記アンカーボルト2
0や柱Hの直下に位置する前記ボルト48が貫通する位
置などに配置される複数の短い補強材60aとを組み合
わせたものである。土台本体51も前記同様の押出形材
からなり、図6(A)に示すように、上端の水平片52、
屋外側・屋内側の縦片53,54、およびこれらの囲ま
れた開口部55とからなる断面ほぼコ字形を呈する。前
記同様に、水平片52の中央には凹溝52aが形成さ
れ、屋外側の縦片53には、前記同様の突条56,58
およびこれらの内側の嵌合溝(嵌合部)57が設けられて
いる。また、屋内側の縦片54の上端および下端付近に
は水平な突片59a,59bと、これらの間に位置する
凹部(係止部)57cとがそれぞれ長手方向(図示で奥行
き方向で且つ押出方向)の全長に沿って一体に設けられ
ている。
FIG. 6A is a schematic view of a building base 50a which is a modification of the base 50. Building base 50a
Also, similarly to the above, the long base body 51a arranged along the upper surface of the cloth base K, and the anchor bolt 2 that is fitted to a part of the base body 51a and stands upright from the cloth base K
It is a combination of a plurality of short reinforcing members 60a arranged at positions such as 0 or the position where the bolt 48 located immediately below the pillar H penetrates. The base body 51 is also made of the same extruded shape member as described above, and as shown in FIG.
The vertical pieces 53, 54 on the outdoor side and the indoor side, and the opening 55 surrounded by these vertical pieces 53, have a substantially U-shaped cross section. Similarly to the above, a concave groove 52a is formed in the center of the horizontal piece 52, and the vertical strip 53 on the outdoor side has the same ridges 56, 58 as described above.
And a fitting groove (fitting portion) 57 inside these is provided. Further, horizontal protrusions 59a and 59b and recesses (locking portions) 57c located between them are provided near the upper end and the lower end of the vertical piece 54 on the indoor side, respectively, in the longitudinal direction (in the drawing, in the depth direction and in the extruding direction). Direction) and is integrally provided along the entire length.

【0034】また、補強材60aも前記同様の押出形材
からなり、図6(A)に示すように、前記同様の上・下端
の水平片62,65、屋外・屋内側の縦片63,64、
およびこれらに囲まれ且つ前記同様の隔壁67a,67
bにより3つの中空部66a〜66cを内蔵している。
また、水平片62の中央には幅広の凹溝62aが形成さ
れ、屋外側の縦片63の下端には、前記同様の突片68
およびその内側の小溝61が形成されている。更に、屋
内側の縦片64の下端には、断面L字形の突条69およ
びその内側の小溝61が形成されている。前記同様に、
土台本体51aの開口部55における所定の位置に補強
材60aを嵌合すると共に、屋外側にて土台本体51の
縦片53の下端を、補強材60aの小溝61内に挿入
し、屋内側において土台本体51aの縦片54の下端
を、補強材60aの小溝61内に挿入し且つ突片59b
を突条69の上面に載せる。この結果、図6(A)に示す
ように、長尺な土台本体51aにおける所定の位置に所
望数の補強材60aを嵌合した建物用土台50aが組み
立てられる。
The reinforcing material 60a is also made of the extruded shape similar to the above, and as shown in FIG. 6 (A), the horizontal pieces 62 and 65 at the upper and lower ends and the vertical pieces 63 at the outdoor and indoor sides are the same as the above. 64,
And partition walls 67a, 67 surrounded by these and similar to the above
b, the three hollow portions 66a to 66c are incorporated.
In addition, a wide groove 62a is formed in the center of the horizontal piece 62, and the same protruding piece 68 as described above is provided at the lower end of the vertical piece 63 on the outdoor side.
And a small groove 61 inside thereof is formed. Further, a protrusion 69 having an L-shaped cross section and a small groove 61 inside thereof are formed at the lower end of the vertical piece 64 on the indoor side. As before,
While fitting the reinforcing material 60a at a predetermined position in the opening 55 of the base body 51a, the lower end of the vertical piece 53 of the base body 51 is inserted into the small groove 61 of the reinforcing material 60a on the outdoor side, and on the indoor side. The lower end of the vertical piece 54 of the base body 51a is inserted into the small groove 61 of the reinforcing member 60a and the protruding piece 59b is inserted.
Is placed on the upper surface of the ridge 69. As a result, as shown in FIG. 6A, a building base 50a in which a desired number of reinforcing members 60a are fitted to predetermined positions in the long base body 51a is assembled.

【0035】土台本体51aの水平片52の幅方向にお
ける中央付近で且つ凹溝52aの底部と、補強材60a
の中空部66cの上下に位置する水平片62,65と
に、それぞれ通し孔を穿孔し且つこれらを長手方向の所
定の位置ごとに穿孔しておく。先ず、図6(A)に示すよ
うに、ベース板47上から立設するボルト48を、薄肉
のスペーサsに貫通し且つ建物用土台50aにおける上
記各通し孔に貫通させた後、接続板42の底辺43が凹
溝52a内に嵌合するように、ベース板47を回転し
て、上記ボルト48を接続金具40のナット46にネジ
結合させる。この結果、接続金具40の接続板42が、
建物用土台51a上における所定の位置に垂直に立設し
て固定される。
Near the center of the horizontal piece 52 of the base body 51a in the width direction and at the bottom of the concave groove 52a, and the reinforcing material 60a.
Through holes are drilled in the horizontal pieces 62, 65 located above and below the hollow portion 66c, respectively, and these holes are drilled at predetermined positions in the longitudinal direction. First, as shown in FIG. 6 (A), the bolts 48 standing upright from the base plate 47 are passed through the thin spacers s and through the through holes in the building base 50a, and then the connection plate 42. The base plate 47 is rotated so that the bottom side 43 of the plug fits into the groove 52a, and the bolt 48 is screwed to the nut 46 of the connection fitting 40. As a result, the connection plate 42 of the connection fitting 40 is
It is vertically erected and fixed at a predetermined position on the building base 51a.

【0036】次に、前記図5(A)と同様に、布基礎Kか
らスペーサSを介して立設するアンカーボルト20を、
建物用土台50aの異なる位置における土台本体51a
や補強材60aの上記各通し孔に貫通させ、且つ座金2
1を介してナット22に螺着させる。この結果、建物用
土台50aが布基礎Kの上面に沿って固定される。そし
て、図6(A)に示すように、柱H下端のスリットhsに
接続板42を嵌合し、且つ柱Hに図示しないピンを水平
に打ち込みと同時に接続板42の上部を貫通させること
により、建物用土台50a上に柱Hを立設することがで
きる。尚、水切り材30や根太受け24を前記同様に土
台50aに取り付け且つ固定する。また、前記と同様
に、土台本体51aの嵌合溝57,57に水切り材30
の垂直片32を嵌合する。更に、土台本体51aの突片
59aに根太受け24の段部27を係止し、且つ上記本
体51aの凹部57cに根太受け24の垂直片25を挿
入した後、ネジ37により縦片54などに根太受け24
を固定する。その後、水平片26の上に根太23および
床材Fが載置される。以上の建物用土台50aによって
も、前記土台50と同様な効果が得られる。
Next, as in the case of FIG. 5 (A), the anchor bolts 20 which are erected from the cloth foundation K via the spacers S are installed.
Base body 51a at different positions of the building base 50a
And the through hole of the reinforcing member 60a, and the washer 2
It is screwed to the nut 22 through 1. As a result, the building base 50a is fixed along the upper surface of the cloth foundation K. Then, as shown in FIG. 6 (A), the connecting plate 42 is fitted into the slit hs at the lower end of the pillar H, and a pin (not shown) is driven horizontally into the pillar H and at the same time the upper portion of the connecting plate 42 is penetrated. The pillar H can be erected on the building base 50a. The drainer 30 and joist 24 are attached and fixed to the base 50a in the same manner as described above. Further, similarly to the above, the draining material 30 is provided in the fitting grooves 57, 57 of the base body 51a.
The vertical piece 32 of is fitted. Further, after the step portion 27 of the joist receiver 24 is locked to the projecting piece 59a of the base body 51a, and the vertical piece 25 of the joist receiver 24 is inserted into the recess 57c of the body 51a, the vertical piece 54 or the like is screwed to the vertical piece 54 or the like. Joist 24
To fix. Then, the joist 23 and the floor material F are placed on the horizontal piece 26. The same effects as the base 50 can be obtained by the building base 50a described above.

【0037】図6(B)は、前記土台1の変形形態である
建物用土台1bおよびその屋外側に嵌合する水切り材3
0aを示す。かかる土台1bは、図6(B)に示すよう
に、その屋外側の縦片3の上下に断面L字形の突条8
a,10およびそれらの内側で上向きに開口する嵌合溝
(嵌合部)9a,11を一体に設けている。一方、水切り
材30aは、前記と同様の垂直片32、水平片33、突
条34、傾斜片35、およびカバー片36を有すると共
に、垂直片32の上・下端に、断面L字形で下向きの嵌
合突条31,31を一体に付設している。前記のよう
に、布基礎K上に固定した建物用土台1bの縦片3にお
ける上下の嵌合溝9a,11に対し、水切り材30aを
上方から降ろしつつ、嵌合突条31,31を下向きに嵌
合する。その結果、図6(B)に示すように、水切り材3
0aは、土台1bに容易に位置決めされる。その後、前
記ネジ37にて固定される。
FIG. 6B shows a building base 1b which is a modified form of the base 1 and a draining member 3 fitted to the outdoor side thereof.
0a is shown. As shown in FIG. 6 (B), the base 1b is provided with protrusions 8 having an L-shaped cross section above and below the vertical piece 3 on the outdoor side.
a, 10 and a mating groove that opens upward inside them
(Fit parts) 9a and 11 are integrally provided. On the other hand, the draining member 30a has a vertical piece 32, a horizontal piece 33, a ridge 34, an inclined piece 35, and a cover piece 36 similar to those described above, and has a L-shaped cross-section downward at the upper and lower ends of the vertical piece 32. The fitting protrusions 31, 31 are integrally provided. As described above, the fitting protrusions 31 and 31 are directed downward while lowering the draining member 30a from above with respect to the upper and lower fitting grooves 9a and 11 in the vertical piece 3 of the building base 1b fixed on the cloth foundation K. To fit. As a result, as shown in FIG. 6 (B), the draining material 3
0a is easily positioned on the base 1b. After that, the screws 37 are fixed.

【0038】図6(C)は、前記土台1の変形形態の建物
用土台1cおよびその屋内側に係止する根太受け24b
を示す。土台1cは、図6(C)に示すように、その屋内
側の縦片4の上下に断面L字形の突条19,19aおよ
びそれらの内側で上向きに開口する係止溝(係止部)11
a,11bを一体に設けている。一方、根太受け24b
は、その垂直片25の上下端に断面L字形で下向きの係
止突条28a,28bと、上端の突条28aの内側に位
置する係止溝29aと、を一体に設けている。前記と同
様に、布基礎K上に固定した建物用土台1cの縦片4に
おける上下の係止溝11a,11bに対して、根太受け
24bを上方から降ろしつつ、その係止突条28a,2
8bを下向きに係止する。その結果、図6(C)に示すよ
うに、根太受け24bは、建物用土台1cに容易に位置
決めされる。その後、根太受け24bは、前記ネジ37
によって縦片4に固定される。
FIG. 6C shows a building base 1c which is a modified form of the base 1 and a joist support 24b which is locked to the indoor side thereof.
Indicates. As shown in FIG. 6 (C), the base 1c includes protrusions 19 and 19a having an L-shaped cross section above and below the vertical piece 4 on the indoor side and locking grooves (locking portions) that open upward inside them. 11
a and 11b are integrally provided. On the other hand, joist 24b
Is provided with locking projections 28a, 28b having an L-shaped cross section and downward, and a locking groove 29a positioned inside the projection 28a at the upper end, at the upper and lower ends of the vertical piece 25. Similarly to the above, with respect to the upper and lower locking grooves 11a, 11b in the vertical piece 4 of the building base 1c fixed on the cloth foundation K, while lowering the joist receiver 24b from above, the locking projections 28a, 2
Lock 8b downward. As a result, as shown in FIG. 6 (C), the joist receiver 24b is easily positioned on the building base 1c. After that, the joist receiver 24b is attached to the screw 37.
It is fixed to the vertical piece 4 by.

【0039】図6(D)は、前記土台1の変形形態である
建物用土台1dおよびその屋内側に係止する根太受け2
4cを示す。建物用土台1dは、図6(D)に示すよう
に、その屋内側の縦片4の上下端に断面L字形で互いに
対向する突条15,19aおよびそれらの内側に位置す
る係止溝(係止部)16,11bを一体に設けている。一
方、根太受け24cは、その垂直片25の上端に断面L
字形の係止突条28およびその内側の係止溝29と、垂
直片25の下端に垂直で薄肉の係止突条28cと、を一
体に設けている。前記と同様に、布基礎K上に固定した
建物用土台1dの縦片4における上下の係止溝16,1
1bに対し、根太受け24cの突条28,28cを長手
方向から挿入し所定の位置で係止する。その結果、図6
(D)に示すように、根太受け24cは、上記土台1dに
位置決めされた後、前記同様にして縦片4に固定され
る。
FIG. 6D shows a building base 1d which is a modified form of the base 1 and a joist 2 which is locked to the indoor side of the building base 1d.
4c is shown. As shown in FIG. 6 (D), the building base 1d includes protrusions 15 and 19a facing each other with an L-shaped cross section at the upper and lower ends of the vertical piece 4 on the indoor side and locking grooves (inside thereof) ( Locking parts) 16 and 11b are integrally provided. On the other hand, the joist receiver 24c has a cross section L at the upper end of the vertical piece 25.
The V-shaped locking projection 28 and the locking groove 29 inside thereof are integrally provided with a vertical and thin locking projection 28c at the lower end of the vertical piece 25. Similarly to the above, the upper and lower engaging grooves 16, 1 in the vertical piece 4 of the building base 1d fixed on the cloth foundation K.
The ridges 28 and 28c of the joist receiver 24c are inserted into the 1b from the longitudinal direction and locked at a predetermined position. As a result, FIG.
As shown in (D), the joist support 24c is positioned on the base 1d and then fixed to the vertical piece 4 in the same manner as described above.

【0040】尚、本発明の建物用土台は、以上において
説明した各形態に限定されるものではなく、その趣旨を
逸脱しない範囲で適宜変更することも可能である。例え
ば、図6(B)の水切り材30aは、前記建物用土台5
0,50aにおける土台本体51,51aの変形形態に
対しても、嵌合することが可能である。また、図6
(C),(D)の根太受け24b,24cも、前記土台5
0,50aにおける土台本体51,51aの変形形態に
対して係止することが可能である。
The building base of the present invention is not limited to the above-described forms, but may be modified as appropriate without departing from the spirit of the invention. For example, the draining material 30a shown in FIG.
It is also possible to fit the base body 51, 51a in the modified form of the base body 0, 50a. In addition, FIG.
The joist trays 24b and 24c of (C) and (D) are also the base 5
It is possible to engage the base body 51, 51a in a modified form at 0, 50a.

【0041】[0041]

【発明の効果】以上に説明した本発明の第1の建物用土
台(請求項1)によれば、白蟻の食害や湿気による腐食ま
たは寸法変化がなく、長期間にわたり断面や形状および
強度が安定した土台となる。また、アルミニウム合金の
押出形材で形成されるため、軽量で加工精度が高く且つ
建物の施工性を高められると共に、環境上からも好まし
くなる。しかも、屋外側の嵌合部や屋内側の係止部の少
なくとも一方を長手方向に沿って形成しているため、水
切り材の垂直片などを長手方向に沿って容易且つ精度良
く嵌合でき、あるいは所定の位置で根太受けを容易且つ
精度良く係止することも可能となる。また、本発明の第
2の建物用土台(請求項2)によれば、上記の効果に加
え、アンカーボルトが貫通する部分や柱が立設されて垂
直方向の荷重が集中する部分にのみ補強材を配置するた
め、一層軽量で固定荷重を小さくすることができる。
According to the first building base (Claim 1) of the present invention described above, the cross section, shape and strength are stable over a long period of time without corrosion by termites, corrosion by moisture or dimensional change. It will be the basis for Further, since it is formed of an extruded aluminum alloy, it is lightweight, has high processing accuracy, can improve the workability of the building, and is environmentally preferable. Moreover, since at least one of the fitting portion on the outdoor side and the locking portion on the indoor side is formed along the longitudinal direction, it is possible to easily and accurately fit the vertical piece of the draining material along the longitudinal direction. Alternatively, it becomes possible to easily and accurately lock the joist receiver at a predetermined position. According to the second building base of the present invention (Claim 2), in addition to the above effects, the reinforcement is reinforced only in the portion through which the anchor bolt penetrates and the column where the pillar is erected and the vertical load is concentrated. Since the materials are arranged, the weight can be further reduced and the fixed load can be reduced.

【0042】更に、請求項3の建物用土台によれば、水
切り材の前記垂直片などを建物用土台または土台本体の
嵌合部に嵌合することで、水切り材を建物用土台や土台
本体の屋外側に容易且つ精度良く位置決めできる。ま
た、水平片の上で且つその屋外側に突条を立設している
ため、建物の外装材の屋内側に壁下地材となる合板を垂
直に支持することができ、施工作業性が良くなる。加え
て、請求項4の建物用土台によれば、根太受けの垂直片
における上部などに設けた段部または係止突条を、上記
建物用土台または土台本体における所定の位置の係止部
に係止することにより、かかる根太受けを建物用土台や
土台本体の屋内側に容易且つ精度良く位置決めできる。
従って、建物の床部分を迅速に施工することが可能とな
る。
Further, according to the building base of claim 3, by fitting the vertical piece of the draining material or the like to the fitting portion of the building foundation or the foundation body, the draining material is used as the building foundation or the foundation body. It can be easily and accurately positioned on the outdoor side. Moreover, since the ridges are erected on the horizontal piece and on the outdoor side, it is possible to vertically support the plywood that serves as the wall base material on the indoor side of the exterior material of the building, and the construction workability is good. Become. In addition, according to the building base of claim 4, a step portion or a locking projection provided on an upper portion or the like of the vertical piece of the joist is used as a locking portion at a predetermined position on the building base or the base body. By locking, the joist receiver can be easily and accurately positioned on the indoor side of the building base or the base body.
Therefore, the floor portion of the building can be quickly constructed.

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

【図1】本発明の建物用土台を布基礎上に施工した状態
の概要を模式的に示す斜視図。
FIG. 1 is a perspective view schematically showing an outline of a state where a building base of the present invention is constructed on a cloth foundation.

【図2】(A)は図1の建物用土台の納まりを示す垂直断
面図、(B)は(A)中の建物用土台などを示す斜視図。
FIG. 2A is a vertical cross-sectional view showing the accommodation of the building base of FIG. 1, and FIG. 2B is a perspective view showing the building base in FIG.

【図3】(A),(B)は図1の建物用土台を布基礎の上に
固定する状態を示す概略図。
3A and 3B are schematic diagrams showing a state in which the building base of FIG. 1 is fixed on a cloth foundation.

【図4】(A)は図1の土台の変形形態の建物用土台の納
まりを示す垂直断面図、(B)は(A)中の建物用土台を示
す斜視図、(C)は(A)中の根太受けを示す斜視図。
4 (A) is a vertical cross-sectional view showing the accommodation of a building base in a modified form of the base of FIG. 1, (B) is a perspective view showing the building base in (A), and (C) is (A). The perspective view which shows the joist inside.

【図5】(A)は異なる形態の建物用土台の納まりを示す
垂直断面図、(B)は(A)中の建物用土台などを示す斜視
図、(C)は(A)中のC−C線に沿った矢視の断面図。
5A is a vertical cross-sectional view showing the accommodation of a different form of building base, FIG. 5B is a perspective view showing the building base in FIG. 5A, and FIG. 5C is C in FIG. 5A. -The sectional view of the arrow along the line C.

【図6】(A)は図5の土台の変形形態の建物用土台の納
まりを示す垂直断面図、(B)は図1の土台の変形形態お
よび異なる形態の水切り材を示す断面図、(C),(D)は
図1の土台における別の変形形態および異なる形態の根
太受けとを示す断面図。
6 (A) is a vertical cross-sectional view showing the accommodation of a building base in a modified form of the base shown in FIG. 5, (B) is a cross-sectional view showing a modified form of the base in FIG. 1 and a draining member of a different form; 3C and 3D are cross-sectional views showing another modified form and a joist of a different form on the base of FIG. 1.

【符号の説明】[Explanation of symbols]

1,1a〜1d,50,50a……………建物用土台 9,9a,11,57………………………嵌合溝(嵌合
部) 11a,11b,16,57a……………係止溝(係止
部) 14,18,57b,57c………………凹部(係止部) 24,24a〜24c………………………根太受け 25……………………………………………垂直片 26……………………………………………水平片 27……………………………………………段部 28,28a〜28c………………………係止突条 30,30a…………………………………水切り材 31……………………………………………嵌合突条 32……………………………………………垂直片 33……………………………………………水平片 34……………………………………………突条 35……………………………………………傾斜片 51,51a…………………………………土台本体 55……………………………………………開口部 60,60a…………………………………補強材 K………………………………………………布基礎(基礎)
1,1a-1d, 50,50a ………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………… ……… Locking groove (locking part) 14, 18, 57b, 57c …………… Recessed part (locking part) 24, 24a to 24c …………………. ………………………………………… Vertical piece 26 ……………………………………………… Horizontal piece 27 …………………………………… ………… Steps 28, 28a to 28c …………………… Locking ridges 30, 30a ……………………………… Drainer 31 …………………… ……………………………… Mating projection 32 ………………………………………… Vertical piece 33 ………………………………………… ...... Horizontal piece 34 ……………………………………………… Projection 35 …………………… …………………… Inclined pieces 51, 51a ……………………………… Base body 55 ……………………………………………… Aperture 60, 60a ……………………………………………… Reinforcement K ……………………………………………… Fabric foundation (foundation)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 出野 邦雄 東京都品川区東品川二丁目2番20号 日本 軽金属株式会社内 (72)発明者 内藤 繁 東京都品川区東品川二丁目2番20号 日本 軽金属株式会社内 Fターム(参考) 2E001 DA03 DH14 DH25 FA21 GA53 GA66 HB04 LA01 LA11 ND01   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Kunio Deno             2-20 Higashi-Shinagawa 2-20, Shinagawa-ku, Tokyo Japan             Light Metal Co., Ltd. (72) Inventor Shigeru Naito             2-20 Higashi-Shinagawa 2-20, Shinagawa-ku, Tokyo Japan             Light Metal Co., Ltd. F term (reference) 2E001 DA03 DH14 DH25 FA21 GA53                       GA66 HB04 LA01 LA11 ND01

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】基礎の上面に沿って配置され且つアルミニ
ウム合金からなる押出形材により形成される建物用土台
であって、 断面がほぼ矩形を呈し、その屋外側における水切り材の
嵌合部および屋内側における根太受けの係止部の少なく
とも一方を長手方向の全長に沿って形成している、こと
を特徴とする建物用土台。
1. A building base, which is arranged along the upper surface of a foundation and is formed of an extruded profile made of an aluminum alloy, has a substantially rectangular cross section, and a fitting portion of the draining material on the outdoor side of the foundation. A building base, characterized in that at least one of the locking portions of the joist receiver on the indoor side is formed along the entire length in the longitudinal direction.
【請求項2】基礎の上面に沿って配置され且つアルミニ
ウム合金からなる押出形材により形成される土台本体
と、かかる土台本体の長手方向における所定の位置に嵌
合され且つ上記同様の押出形材からなる補強材と、を備
えた建物用土台であって、 上記土台本体は、開口部が基礎側に開口した断面ほぼコ
字を呈すると共に、 上記土台本体の屋外側における水切り材の嵌合部および
屋内側における根太受けの係止部の少なくとも一方を長
手方向の全長に沿って形成している、ことを特徴とする
建物用土台。
2. A base body, which is arranged along the upper surface of the foundation and is made of an extruded profile made of an aluminum alloy, and an extruded profile that is fitted at a predetermined position in the longitudinal direction of the base body and is similar to the above. A base material for a building, comprising: a base material having a substantially U-shaped cross-section with an opening opening to the foundation side; and a fitting portion of the draining material on the outdoor side of the base body. Also, at least one of the locking portions of the joist receiver on the indoor side is formed along the entire length in the longitudinal direction, the building base.
【請求項3】前記建物用土台または前記土台本体の嵌合
部に追って嵌合される水切り材は、アルミニウム合金の
押出形材からなり、上記嵌合部に嵌合する垂直片または
かかる垂直片に設けた嵌合突条、かかる垂直片の屋外側
に位置する水平片、かかる水平片の屋外側に立設する突
条、およびかかる突条から斜め下向きで且つ屋外側に傾
斜する傾斜片を長手方向の全長に沿って形成している、 ことを特徴とする請求項1または2に記載の建物用土
台。
3. A vertical piece that fits into the fitting part, or a vertical piece that fits into the fitting part, wherein the draining material fitted to the fitting part of the building base or the base body is made of an extruded aluminum alloy. And a horizontal piece located on the outdoor side of the vertical piece, a protruding piece standing on the outdoor side of the horizontal piece, and an inclined piece obliquely downward and inclined to the outdoor side from the protruding piece. It is formed along the entire length in the longitudinal direction. The building base according to claim 1 or 2, characterized in that.
【請求項4】前記建物用土台または前記土台本体の係止
部に追って係止される根太受けは、アルミニウム合金の
押出形材をその長手方向にて所定の長さに切断したもの
であり、上記係止部に係止する段部または係止突条を少
なくとも上部に設けた垂直片と、かかる垂直片の上部か
ら屋内側に水平に伸びた水平片と、を長手方向に沿って
形成している、 ことを特徴とする請求項1乃至3の何れか一項に記載の
建物用土台。
4. The joist receiver, which is locked following the locking portion of the building base or the base body, is made by cutting an extruded profile of aluminum alloy into a predetermined length in its longitudinal direction, A vertical piece provided with at least an upper portion of a step portion or an engaging ridge for engaging with the engaging portion and a horizontal piece extending horizontally from the upper portion of the vertical piece to the indoor side are formed along the longitudinal direction. The building base according to any one of claims 1 to 3, wherein:
JP2002132793A 2002-05-08 2002-05-08 Building foundation Expired - Fee Related JP3941582B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002132793A JP3941582B2 (en) 2002-05-08 2002-05-08 Building foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002132793A JP3941582B2 (en) 2002-05-08 2002-05-08 Building foundation

Publications (2)

Publication Number Publication Date
JP2003328455A true JP2003328455A (en) 2003-11-19
JP3941582B2 JP3941582B2 (en) 2007-07-04

Family

ID=29696169

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002132793A Expired - Fee Related JP3941582B2 (en) 2002-05-08 2002-05-08 Building foundation

Country Status (1)

Country Link
JP (1) JP3941582B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052237A (en) * 2007-08-24 2009-03-12 Nippon Light Metal Co Ltd Seismic control structure of building
JP2011017195A (en) * 2009-07-09 2011-01-27 Sumitomo Rubber Ind Ltd Vibration control structure of building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052237A (en) * 2007-08-24 2009-03-12 Nippon Light Metal Co Ltd Seismic control structure of building
JP2011017195A (en) * 2009-07-09 2011-01-27 Sumitomo Rubber Ind Ltd Vibration control structure of building

Also Published As

Publication number Publication date
JP3941582B2 (en) 2007-07-04

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