JP2002317503A - Spacer for sill - Google Patents
Spacer for sillInfo
- Publication number
- JP2002317503A JP2002317503A JP2001122204A JP2001122204A JP2002317503A JP 2002317503 A JP2002317503 A JP 2002317503A JP 2001122204 A JP2001122204 A JP 2001122204A JP 2001122204 A JP2001122204 A JP 2001122204A JP 2002317503 A JP2002317503 A JP 2002317503A
- Authority
- JP
- Japan
- Prior art keywords
- substrate
- sections
- spacer
- substrates
- projecting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建物の土台用スぺ
ーサーに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for a building base.
【0002】[0002]
【従来の技術】従来、木造建築物の布基礎と土台との間
にゴム材や木片によるパッドを介装することによって、
布基礎と土台との間に間隙を形成し、布基礎に設置すべ
き床下換気口を省略するとともに、この間隙によって効
果的な床下換気を行い、また基礎コンクリートからの水
湿分の吸収を防止して土台を速やかに乾燥し、土台の腐
蝕を防止していた。2. Description of the Related Art Conventionally, a pad made of a rubber material or a piece of wood is interposed between a cloth foundation and a base of a wooden building.
A gap is formed between the fabric foundation and the base, and the underfloor ventilation holes to be installed on the fabric foundation are omitted, and this gap provides effective underfloor ventilation and prevents absorption of water and moisture from the foundation concrete. The base was quickly dried to prevent corrosion of the base.
【0003】しかし、このような従来のパッドでは、土
台の安定支持と地震時などにおける緩衝効果を併合する
ことができない欠点があった。[0003] However, such a conventional pad has a drawback that stable support of a base and a buffering effect at the time of an earthquake or the like cannot be combined.
【0004】そこで、このような欠点を除去するものと
して、例えば、特開平9−67871号,特開平9−1
25535号,特開平9−125536号,特開平9−
137514号,特開平9−137515号,特開平9
−296455号,特開平10−219856号のごと
き発明がなされているが、これらのスぺーサーはその構
造が比較的複雑であり、コストが高くついていた。[0004] In order to eliminate such defects, for example, Japanese Patent Application Laid-Open Nos. 9-67871 and 9-1.
No. 25535, JP-A-9-125536, JP-A-9-125
JP-A-137514, JP-A-9-137515, JP-A-9-137
Japanese Patent Application Laid-Open No. 296455/1998 and Japanese Patent Application Laid-Open No. 10-219856 have been made, but these spacers have relatively complicated structures and are expensive.
【0005】[0005]
【発明が解決しようとする課題】そこで、本発明は前記
公知例の欠点を一掃したスぺーサーを提供することを目
的とするものである。SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a spacer which has eliminated the disadvantages of the above-mentioned known example.
【0006】[0006]
【課題を解決するための手段】本発明は、所定形状に成
る基板の一側端部に掛止部を他側端部に被掛止部を設
け、前記基板に等間隔をおいて平面から底面にかけて周
囲に傾斜面を形成した凹形状に成る凸起部を多数個設
け、この各凸起部の底面部には水抜孔及び下突起を設
け、前記基板の凸起部間には上突起を設けて成るもので
ある。SUMMARY OF THE INVENTION According to the present invention, there is provided a substrate having a predetermined shape, wherein a hook portion is provided at one end of the substrate and a hook portion is provided at the other end of the substrate. A number of convex portions having a concave shape with an inclined surface formed around the bottom surface are provided. A drain hole and a lower protrusion are provided on the bottom portion of each of the convex portions, and an upper protrusion is provided between the convex portions of the substrate. Is provided.
【0007】[0007]
【発明の実施の形態】いま布基礎コンクリートの所定位
置に、主基板と副基板とを配置する。主基板と副基板と
は、基礎コンクリート上の適所において相互に掛止部と
被掛止部との掛合によって連結状態を構成し、また各基
板中央のアンカーボルト孔には基礎コンクリートに立設
したアンカーボルトを挿入する。BEST MODE FOR CARRYING OUT THE INVENTION Now, a main board and a sub board are arranged at predetermined positions on a cloth foundation concrete. The main board and the sub-board are connected to each other at the right place on the base concrete by the hooking part and the hooking part, and the anchor bolt holes at the center of each board are erected on the base concrete. Insert the anchor bolt.
【0008】このような状態下に各基板上に土台となる
木材を設置すればよい。[0008] Under such a condition, a base wood may be placed on each substrate.
【0009】[0009]
【実施例】1は全体が長方形に成る主基板で、この主基
板の長手方向の一側端部には掛止部2を設け、他側端部
には被掛止部3を設ける。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Reference numeral 1 denotes a main substrate having a rectangular shape as a whole. A hook portion 2 is provided at one end in the longitudinal direction of the main substrate, and a hook portion 3 is provided at the other end.
【0010】4,4は前記主基板1の短手方向の両側端
部に設けた補強曲折部である。Reference numerals 4 and 4 denote reinforcing bent portions provided on both lateral ends of the main substrate 1 in the lateral direction.
【0011】5,5・・・・は前記主基板1の長手方向
に二列に等間隔をおいて設けた凸起部で、この凸起部は
平面から底面にかけては周囲に傾斜面を形成した凹形状
に成る。5, 5,... Are projecting portions provided at equal intervals in two rows in the longitudinal direction of the main substrate 1, and the projecting portions form an inclined surface around from the flat surface to the bottom surface. It has a concave shape.
【0012】6は前記主基板1の各凸起部5の底面部に
設けた水抜孔で、この水抜孔をはさんで下方向に突設し
た下突起7,7を設ける。この下突起は、建物の重量に
よって自然に基礎コンクリート部aに食い込むようにな
る。Reference numeral 6 denotes a drain hole provided on the bottom surface of each protruding portion 5 of the main substrate 1, and lower projections 7, 7 projecting downward across the drain hole are provided. The lower protrusion naturally penetrates into the foundation concrete portion a depending on the weight of the building.
【0013】8は基礎コンクリート部aへの取付け孔で
ある。Reference numeral 8 denotes a mounting hole for the foundation concrete part a.
【0014】9は前記主基板1における前記凸起部5,
5・・間に上方向に突設した上突起で、この上突起は建
物の重量によって土台材に自然に食い込むようになる。Reference numeral 9 denotes the protrusions 5 on the main substrate 1.
The upper protrusions protrude upwards between the 5..., And the upper protrusions naturally bite into the base material due to the weight of the building.
【0015】10は前記主基板1の中央部に設けたアン
カーボルト孔で、この孔には基礎コンクリート側に設置
されているアンカーボルトbを挿入する。Reference numeral 10 denotes an anchor bolt hole provided at the center of the main board 1, into which an anchor bolt b provided on the foundation concrete side is inserted.
【0016】11は全体が正方形に成る副基板で、この
副基板の一側端部には掛止部12を設け、その他側端部
には被掛止部13を設ける。Reference numeral 11 denotes a sub-substrate having a square shape as a whole. A hook 12 is provided at one end of the sub-board, and a hook 13 is provided at the other end.
【0017】14,14は前記副基板11の他の両側端
部に設けた補強曲折部である。Reference numerals 14 and 14 denote reinforcing bent portions provided on the other side ends of the sub-substrate 11.
【0018】15,15・・は前記副基板11に二列に
等間隔をおいて設けた凸起部で、この凸起部は平面から
底面にかけては周囲に傾斜面を形成した凹形状に成る。Reference numerals 15, 15,... Denote protrusions provided at equal intervals in two rows on the sub-substrate 11, and the protrusions have a concave shape having a peripherally inclined surface from the flat surface to the bottom surface. .
【0019】16は前記副基板11の各凸起部15の底
面部に設けた水抜孔で、この水抜孔をはさんで下方向に
突設した下突起17,17を設ける。この下突起は、建
物の重量によって自然に基礎コンクリート部aに食い込
むようになる。Reference numeral 16 denotes a drain hole provided on the bottom surface of each protruding portion 15 of the sub-substrate 11, and provided with lower projections 17, 17 protruding downward across the drain hole. The lower protrusion naturally penetrates into the foundation concrete portion a depending on the weight of the building.
【0020】18は基礎コンクリート部aへの取付け孔
である。Reference numeral 18 denotes a mounting hole for the foundation concrete part a.
【0021】19は前記副基板11における前記凸起部
15,15・・間に上方に突設した上突起で、この上突
起は建物の重量によって土台材に自然に食い込むように
なる。Numeral 19 is an upper projection protruding upward between the projections 15, 15,... On the sub-substrate 11, and this upper projection will naturally bite into the base material due to the weight of the building.
【0022】20は前記副基板11の中央部に設けたア
ンカーボルト孔で、この孔には基礎コンクリート側に設
置されているアンカーボルトbを挿入する。Reference numeral 20 denotes an anchor bolt hole provided in the center of the sub-board 11, into which an anchor bolt b provided on the foundation concrete side is inserted.
【0023】[0023]
【発明の効果】基礎コンクリート上に配置する本発明の
スぺーサーは、その基板に形成される多数の箱形の凸起
部によって土台部を支持するものであるから、建物の重
量を強力に支持することができるとともに必要な床下換
気口を形成することができるようになり、またその構造
は比較的簡易であるから製造コストも安価にできるので
ある。According to the spacer of the present invention placed on the foundation concrete, the base is supported by a large number of box-shaped projections formed on the substrate, so that the weight of the building is strongly increased. In addition to being able to support, the necessary underfloor ventilation port can be formed, and since the structure is relatively simple, the manufacturing cost can be reduced.
【図1】(a)(b)はともに各基板の底斜視図FIGS. 1A and 1B are bottom perspective views of each substrate.
【図2】主基板の平面図FIG. 2 is a plan view of a main substrate.
【図3】図2A−A線の断面図FIG. 3 is a sectional view taken along line AA of FIG. 2;
【図4】図2B−B線の断面図FIG. 4 is a sectional view taken along the line BB in FIG. 2;
【図5】基礎コンクリートへの配置状態を示した斜視図FIG. 5 is a perspective view showing an arrangement state on a foundation concrete.
1 主基板 2 掛止部 3 被掛止部 5,5・・・・ 凸起部 6 水抜孔 7,7 下突起 8 取付け孔 9 上突起 10 アンカーボルト孔 11 副基板 12 掛止部 13 被掛止部 15,15・・ 凸起部 16 水抜孔 17,17 下突起 18 取付け孔 19 上突起 20 アンカーボルト孔 DESCRIPTION OF SYMBOLS 1 Main board 2 Hook part 3 Hook part 5,5 ... Projection part 6 Drainage hole 7,7 Lower projection 8 Mounting hole 9 Upper projection 10 Anchor bolt hole 11 Sub board 12 Hook part 13 Hook Stop part 15, 15,.
Claims (2)
を他側端部に被掛止部を設け、前記基板に等間隔をおい
て平面から底面にかけて周囲に傾斜面を形成した凹形状
に成る凸起部を多数個設け、この各凸起部の底面部には
水抜孔及び下突起を設け、前記基板の凸起部間には上突
起を設けて成ることを特徴とする土台用スぺーサー。1. A hook portion is provided at one end of a substrate having a predetermined shape, and a hook portion is provided at another end of the substrate. An inclined surface is formed around the substrate from the flat surface to the bottom surface at equal intervals. A large number of convex portions having a concave shape are provided, a drain hole and a lower protrusion are provided on a bottom portion of each of the convex portions, and an upper protrusion is provided between the convex portions of the substrate. Spacer for mounting.
る副基板とから成る請求項1に記載した土台用スぺーサ
ー。2. The spacer according to claim 1, wherein the substrate comprises a rectangular main substrate and a square sub-substrate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001122204A JP2002317503A (en) | 2001-04-20 | 2001-04-20 | Spacer for sill |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001122204A JP2002317503A (en) | 2001-04-20 | 2001-04-20 | Spacer for sill |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002317503A true JP2002317503A (en) | 2002-10-31 |
Family
ID=18971949
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001122204A Pending JP2002317503A (en) | 2001-04-20 | 2001-04-20 | Spacer for sill |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002317503A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007198125A (en) * | 2007-05-01 | 2007-08-09 | Takayama Metal Industrial Co Ltd | Foundation packing for construction |
JP2010281201A (en) * | 2010-09-16 | 2010-12-16 | Takayama Metal Industrial Co Ltd | Foundation packing for construction |
JP2012102464A (en) * | 2010-11-08 | 2012-05-31 | Kunimoto Co Ltd | Pad for wooden building foundation |
JP2014095220A (en) * | 2012-11-09 | 2014-05-22 | Kunimoto Co Ltd | Pad for foundation of wooden building |
-
2001
- 2001-04-20 JP JP2001122204A patent/JP2002317503A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007198125A (en) * | 2007-05-01 | 2007-08-09 | Takayama Metal Industrial Co Ltd | Foundation packing for construction |
JP4724687B2 (en) * | 2007-05-01 | 2011-07-13 | タカヤマ金属工業株式会社 | Building foundation packing |
JP2010281201A (en) * | 2010-09-16 | 2010-12-16 | Takayama Metal Industrial Co Ltd | Foundation packing for construction |
JP4724777B2 (en) * | 2010-09-16 | 2011-07-13 | タカヤマ金属工業株式会社 | Building foundation packing |
JP2012102464A (en) * | 2010-11-08 | 2012-05-31 | Kunimoto Co Ltd | Pad for wooden building foundation |
JP2014095220A (en) * | 2012-11-09 | 2014-05-22 | Kunimoto Co Ltd | Pad for foundation of wooden building |
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