JP3242301B2 - Pads for foundations of wooden buildings - Google Patents

Pads for foundations of wooden buildings

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Publication number
JP3242301B2
JP3242301B2 JP24840995A JP24840995A JP3242301B2 JP 3242301 B2 JP3242301 B2 JP 3242301B2 JP 24840995 A JP24840995 A JP 24840995A JP 24840995 A JP24840995 A JP 24840995A JP 3242301 B2 JP3242301 B2 JP 3242301B2
Authority
JP
Japan
Prior art keywords
wooden
pad
foundation
projection
fixed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP24840995A
Other languages
Japanese (ja)
Other versions
JPH0967871A (en
Inventor
正信 前泉
Original Assignee
株式会社国元商会
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Filing date
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Priority to JP24840995A priority Critical patent/JP3242301B2/en
Publication of JPH0967871A publication Critical patent/JPH0967871A/en
Application granted granted Critical
Publication of JP3242301B2 publication Critical patent/JP3242301B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)

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、木造建築物の土台
や柱の下端面と布基礎との間に介装される基礎用パッド
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation pad interposed between a cloth foundation and a lower end surface of a foundation or a pillar of a wooden building.

【0002】[0002]

【従来の技術】従来から、図5に示すように、木造建築
物の土台23と布基礎22との間に、ゴム板や木片から
成るパッド21を介装することにより、布基礎22と土
台23との間に隙間24を形成し、布基礎22に形成す
べき床下換気口を省略するとともに、この隙間24によ
る全周スリット換気方式により効果的に床下換気を行な
い、また土台23のコンクリートからの水湿分の吸収を
防止して土台23を速やかに乾燥し、土台23の腐蝕を
防止することが知られている。
2. Description of the Related Art Conventionally, as shown in FIG. 5, a pad 21 made of a rubber plate or a piece of wood is interposed between a base 23 of a wooden building and a cloth base 22, so that the base A gap 24 is formed between the base material 23 and the underfloor ventilation holes to be formed in the cloth foundation 22 are omitted. It is known that the base 23 is quickly dried by preventing the absorption of water and moisture, thereby preventing the base 23 from being corroded.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来のパッド21においては、木造建築物の土台23に対
する地震時などにおける緩衝効果は考慮されていず、一
方パッド21がゴム板から成る場合には多少の緩衝効果
が得られるようにも考えられるが、実際には緩衝効果を
考慮した場合には土台23を安定的に支持できないとい
う問題がある。すなわち、ゴム板製のパッド21の場
合、硬度の低いゴム板を用いると地震時に緩衝効果を発
揮することができるが、土台23を安定的に支持するこ
とができず、逆に硬度の高いゴム板を用いると安定的に
支持できる一方で緩衝効果が得られないという問題があ
る。
However, the conventional pad 21 does not consider the cushioning effect of the wooden building base 23 upon an earthquake or the like. Although it can be considered that the buffer effect can be obtained, there is a problem that the base 23 cannot be stably supported when the buffer effect is considered in practice. That is, in the case of the pad 21 made of a rubber plate, if a rubber plate having a low hardness is used, a cushioning effect can be exhibited during an earthquake, but the base 23 cannot be stably supported, and conversely, a rubber having a high hardness can be used. When a plate is used, there is a problem that the buffering effect cannot be obtained while the plate can be stably supported.

【0004】また、パッド21部分で隙間24が遮断さ
れて換気が行なわれないので、床下換気用の開口面積を
確保するためにはその分隙間24の高さを高くする必要
があり、鼠などの侵入防止対策が必要になって土台構造
が複雑になるという問題もあった。
Further, since the gap 24 is blocked at the pad 21 and ventilation is not performed, it is necessary to increase the height of the gap 24 in order to secure an opening area for underfloor ventilation. There is also a problem that the base structure becomes complicated due to the necessity of measures for preventing the intrusion of the ground.

【0005】本発明は、上記従来の問題点に鑑み、木造
建築物の木製土台や木製柱を地震時などに緩衝効果を発
揮するとともに安定的に支持できる木造建築物の基礎用
パッドを提案することを目的とする。
The present invention has been made in view of the above-mentioned conventional problems, and proposes a foundation pad for a wooden building that can stably support a wooden base or a wooden column of the wooden building at the time of an earthquake or the like and at the same time stably support the wooden base. The purpose is to:

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、後述の実施例における参照符号を参考ま
でに括弧書きして示すならば、布基礎(2) とその上に載
置固定される木製土台(3) または木製柱(13)との間に介
装されるパッドであって、金属板から構成された平板状
本体(4) と、緩衝用突部(8) とを備え、緩衝用突部(8)
は、布基礎(2)と木製土台(3) または木製柱(13)との間
に隙間(9) を形成するように、平板状本体(4) に形成さ
れた2列の切り目(11,11) 間の帯状部分(12)を突出成形
したものであって、布基礎(2) と木製土台(3) または木
製柱(13)との間で圧縮弾性変形可能に構成されている構
成を採用するものである。
In order to achieve the above-mentioned object, the present invention relates to a cloth foundation (2) and a base material (2) provided that reference numerals in the following embodiments are shown in parentheses for reference. A pad interposed between a wooden base (3) or a wooden pillar (13) to be fixed and fixed, and a plate-shaped main body (4) made of a metal plate, a buffer projection (8) and Equipped with a buffer projection (8)
The two rows of cuts (11, 11) formed in the flat body (4) are formed so as to form a gap (9) between the cloth foundation (2) and the wooden base (3) or wooden pillar (13). 11) The belt-shaped part (12) between them is protruded and formed, and is configured to be compressively elastically deformable between the cloth foundation (2) and the wooden base (3) or the wooden pillar (13). To adopt.

【0007】上記構成の本発明を実施するについて、布
基礎(2) と木製土台(3) または木製柱(13)との間に略一
定隙間を形成するために、平板状本体(4) の複数箇所か
ら弾性変形しない固定突部(5) を突設することができ、
その固定突部(5) は、平板状本体(4) から一体に突出成
形された中央部が貫通する環状壁から構成でき、また平
板状本体(4) の周辺複数箇所に設けられた小径固定突部
(6) と、平板状本体(4) の中央部に設けられたアンカー
ボルト(10)を挿通可能な大径固定突部(7) とで構成する
ことができる。
[0007] In carrying out the present invention having the above structure, in order to form a substantially constant gap between the cloth foundation (2) and the wooden base (3) or the wooden pillar (13), the flat main body (4) is formed. Fixed protrusions (5) that do not elastically deform can be protruded from multiple locations,
The fixing projection (5) can be constituted by an annular wall formed by projecting integrally from the plate-shaped main body (4) and having a central part penetrating therethrough, and small-diameter fixing members provided at a plurality of locations around the plate-shaped main body (4). Protrusion
(6) and a large-diameter fixing projection (7) provided in the center of the flat main body (4) and through which an anchor bolt (10) can be inserted.

【0008】また、平板状本体(4) には、小径固定突部
(6) を有する周辺部と大径固定突部(7) を有する中央部
との間の略全域に、平板状本体(4) の一辺と平行な切り
目(11)が多数列形成され、各切り目(11,11) 間の帯状部
分(12)によって突出成形される緩衝用突部(8) の内、少
なくとも長さの長い切り目(11,11) 間の帯状部分(12)で
成形される緩衝用突部(8) は、当該帯状部分(12)をその
長さ方向に波形に突出成形して複数個直列配置され、互
いに隣接する列の緩衝用突部(8) は、帯状部分(12)長さ
方向の位置が半ピッチ分だけずれている構成とすること
ができる。
The flat body (4) has a small-diameter fixed projection.
A large number of cuts (11) parallel to one side of the plate-shaped main body (4) are formed in substantially the entire area between the peripheral portion having the (6) and the central portion having the large-diameter fixed protrusion (7). Of the buffer protrusions (8) protruded by the strips (12) between the cuts (11, 11), at least the strips (12) between the long cuts (11, 11) are formed. The buffering projections (8) are formed by projecting the band-shaped portion (12) into a waveform in the longitudinal direction and are arranged in series, and the buffering projections (8) in the rows adjacent to each other are 12) It is possible to adopt a configuration in which the position in the length direction is shifted by a half pitch.

【0009】また、固定突部(5) の平板状本体(4) に対
する突出量は、緩衝用突部(8) の平板状本体(4) に対す
る突出量よりも若干大きく構成できる。
The projecting amount of the fixed projection (5) from the flat body (4) can be configured to be slightly larger than that of the buffering projection (8) from the flat body (4).

【0010】また、布基礎(2) と木製柱(13)との間に介
装されるパッドにおいては、金属板製の皿状根巻部材(1
5)と木栓(16)とを備え、当該パッドの固定突部(5) とし
て、平板状本体(4) の周辺複数箇所に設けられた小径固
定突部(6) と、平板状本体(4) の中央部に設けられた大
径固定突部(7) とが設けられ、少なくとも大径固定突部
(7) は中央部が貫通した環状壁から構成され、金属板製
の皿状根巻部材(15)は、木製柱(13)の下端に外嵌してパ
ッドの平板状本体(4) の上に載置されるもので、中央部
に大径固定突部(7) と合致する貫通孔(17)を備え、木栓
(16)は、布基礎(2) から突出するアンカーボルト(18)に
螺嵌固定されるもので、パッドの大径固定突部(7) と皿
状根巻部材(15)の貫通孔(17)とを貫通して、木製柱(13)
の下端中央に形成された孔(19)に圧入される構成とする
ことができる。
In the pad interposed between the cloth foundation (2) and the wooden pillar (13), a plate-shaped root winding member (1) made of a metal plate is used.
5) and a wooden plug (16), and as fixed projections (5) of the pad, small-diameter fixed projections (6) provided at a plurality of locations around the flat body (4); And a large-diameter fixed projection (7) provided at the center of
(7) is composed of an annular wall having a central portion penetrated, and a plate-shaped root-winding member (15) made of a metal plate is fitted around the lower end of the wooden pillar (13) to form a flat body (4) of the pad. It is placed on the top and has a through hole (17) in the center that matches the large-diameter fixed projection (7).
(16) is screwed and fixed to an anchor bolt (18) protruding from the cloth foundation (2), and has a large-diameter fixing projection (7) of the pad and a through-hole ( 17) and through the wooden pillar (13)
Can be press-fitted into a hole (19) formed at the center of the lower end of the.

【0011】[0011]

【発明の実施の形態】以下、本発明の木造建築物の基礎
用パッドの一実施形態について、図1〜図3を参照しな
がら説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of a pad for foundation of a wooden building of the present invention will be described below with reference to FIGS.

【0012】図1に基礎用パッド1を示す。この基礎用
パッド1は、図2に示すように、布基礎2とその上に載
置固定される木製土台3との間に介装されるものであ
り、金属板から構成された平板状本体4と、固定突部5
と、緩衝用突部8とを備えている。固定突部5は、平板
状本体4の周辺複数箇所に設けられた小径固定突部6
と、平板状本体4の中央部に設けられたアンカーボルト
10を挿通可能な大径固定突部7から成っている。これ
ら支持突部6,7は布基礎2と木製土台3との間に略一
定隙間を形成するために、前記平板状本体4の複数箇所
から布基礎2側に突設されたもので、平板状本体4から
一体に突出成形された環状壁から構成され、中央部が貫
通している。
FIG. 1 shows a foundation pad 1. As shown in FIG. 2, the base pad 1 is interposed between a cloth base 2 and a wooden base 3 mounted and fixed thereon, and is a flat main body made of a metal plate. 4 and fixed projection 5
And a buffering projection 8. The fixed protrusions 5 are small-diameter fixed protrusions 6 provided at a plurality of locations around the flat body 4.
And a large-diameter fixing projection 7 through which an anchor bolt 10 provided at the center of the flat main body 4 can be inserted. These support projections 6 and 7 project from a plurality of positions of the flat plate-shaped main body 4 toward the cloth base 2 to form a substantially constant gap between the cloth base 2 and the wooden base 3. It is composed of an annular wall that is integrally formed and protruded from the main body 4 and has a central portion penetrating therethrough.

【0013】緩衝用突部8は、前記固定突部5により布
基礎2と木製土台3との間に形成される隙間9内に位置
するように、前記平板状本体4から布基礎2側に突設さ
れたもので、当該平板状本体4に形成された2列の切り
目11, 11間の帯状部分12を突出成形させて構成さ
れている。図示例においては、平板状本体4には、小径
固定突部6を有する周辺部と大径固定突部7を有する中
央部との間の略全域に、平板状本体4の一辺と平行な切
り目11が多数列形成され、各切り目11, 11間の帯
状部分12によって緩衝用突部8が突出成形されてい
る。また、これら緩衝用突部8の内、少なくとも長さの
長い切り目11, 11間の帯状部分12で成形される緩
衝用突部8は、当該帯状部分12をその長さ方向に波形
に突出成形して複数個直列配置され、互いに隣接する列
の緩衝用突部8は、帯状部分12長さ方向の位置が半ピ
ッチ分だけずらせて形成されている。また、緩衝用突部
8の平板状本体4に対する突出量は、固定突部5の平板
状本体4に対する突出量よりも若干小さく設定されてい
る。
The buffer projection 8 is moved from the flat main body 4 to the cloth base 2 side so as to be located in a gap 9 formed between the cloth foundation 2 and the wooden base 3 by the fixed protrusion 5. The protruding portion is formed by projecting a band-shaped portion 12 between two cuts 11 formed in the plate-shaped main body 4. In the illustrated example, the plate-shaped main body 4 has a cut parallel to one side of the plate-shaped main body 4 in substantially the entire region between the peripheral portion having the small-diameter fixed protrusion 6 and the central portion having the large-diameter fixed protrusion 7. A large number of rows 11 are formed, and the projections 8 for buffering are formed by the strip-shaped portions 12 between the cuts 11. Also, of these buffering projections 8, at least the buffering projections 8 formed by the band-shaped portions 12 between the long cuts 11 are formed by projecting the band-shaped portions 12 in a waveform in the length direction. A plurality of buffering protrusions 8 arranged in series and adjacent to each other are formed such that the positions in the length direction of the strip-shaped portion 12 are shifted by a half pitch. In addition, the amount of protrusion of the buffer protrusion 8 from the flat body 4 is set to be slightly smaller than the amount of protrusion of the fixed protrusion 5 from the flat body 4.

【0014】以上の構成の基礎用パッド1の使用に際し
ては、図2に示すように、布基礎2上のアンカーボルト
10の配置位置及び木製柱13の直下位置と、それ以外
に適当距離Lの間隔置きに基礎用パッド1を配置し、そ
の上に木製土台3を配置する。上記適当距離Lは、最大
1m程度とするのが適当である。基礎用パッド1の配置
に際しては、必要なら基礎用パッド1の小径固定突部6
を利用してコンクリート釘にて基礎用パッド1を布基礎
2上面に仮止めすることができ、あるいは木製土台3の
底面に同じく小径固定突部6を利用して釘止めすること
ができる。また、アンカーボルト10の配置位置におい
ては、図3に詳細に示すように、アンカーボルト10を
大径固定突部7及び木製土台3のアンカーボルト穴3a
を貫通させ、ナット14にて締結して木製土台3を布基
礎2に固定する。
When the foundation pad 1 having the above-described structure is used, as shown in FIG. 2, the position of the anchor bolts 10 on the cloth foundation 2 and the position immediately below the wooden pillars 13 and the appropriate distance L besides that shown in FIG. The foundation pads 1 are arranged at intervals, and the wooden base 3 is arranged thereon. It is appropriate that the appropriate distance L is about 1 m at the maximum. When arranging the foundation pad 1, if necessary, the small-diameter fixing projection 6 of the foundation pad 1 is used.
The foundation pad 1 can be temporarily fixed to the upper surface of the cloth foundation 2 with concrete nails by using concrete nails, or it can be nailed to the bottom surface of the wooden base 3 by using the small-diameter fixing protrusion 6. At the position where the anchor bolts 10 are arranged, as shown in detail in FIG. 3, the anchor bolts 10 are fixed to the large-diameter fixing projection 7 and the anchor bolt holes 3a of the wooden base 3.
And the wooden base 3 is fixed to the cloth foundation 2 by fastening with a nut 14.

【0015】また、上記施工に際して基礎用パッド1の
平板状本体4の上面に予め木炭粉を塗布した後、木製土
台3を載せることにより、木製土台3と金属板製の平板
状本体4との比熱差によって平板状本体4の上面に結露
を生じるのを防止でき、木製土台3の基礎用パッド1と
の接触面での腐蝕防止を図ることができる。なお、施工
時に木炭粉を塗布する代わりに、平板状本体4の上面に
木材に近い比熱のライニング層を厚膜塗装などにて予め
形成しておいてもよい。
Further, at the time of the above-mentioned construction, charcoal powder is previously applied to the upper surface of the flat body 4 of the foundation pad 1 and then the wooden base 3 is placed thereon, so that the wooden base 3 and the flat body 4 made of a metal plate are connected. It is possible to prevent dew condensation from occurring on the upper surface of the plate-shaped main body 4 due to the specific heat difference, and to prevent corrosion on the contact surface between the wooden base 3 and the foundation pad 1. Instead of applying charcoal powder at the time of construction, a lining layer having a specific heat close to that of wood may be formed in advance on the upper surface of the plate-shaped main body 4 by thick film coating or the like.

【0016】こうして、布基礎2上に基礎用パッド1を
介して木製土台3を載せて支持した状態では、平常時に
は木製土台3に作用する荷重が基礎用パッド1の平板状
本体4及び固定突部5(6,7)を介して布基礎2にて
支持されるので、安定した支持状態が得られる。また、
固定突部5を平板状本体4周辺の複数箇所の小径固定突
部6と、中央部の大径固定突部7にて構成しているの
で、平板状本体4の全体で荷重を分散して支持できると
ともに、中央の大径固定突部7をアンカーボルト10の
挿通孔として利用することができる。
In this manner, in a state where the wooden base 3 is mounted on the cloth base 2 via the base pad 1 and supported, the load acting on the wooden base 3 is normally subjected to the flat body 4 of the base pad 1 and the fixing protrusion. Since it is supported by the cloth base 2 via the portions 5 (6, 7), a stable supporting state is obtained. Also,
Since the fixed projection 5 is composed of a plurality of small-diameter fixed projections 6 around the plate-shaped main body 4 and a large-diameter fixed projection 7 at the center, the load is distributed over the entire plate-shaped main body 4. While being supported, the central large-diameter fixing projection 7 can be used as an insertion hole for the anchor bolt 10.

【0017】また、固定突部5(6,7)を環状壁にて
構成して中央部を貫通させているので、結露水などがこ
の固定突部5(6,7)内に溜まる恐れがなく、溜まっ
た結露水からの湿気によって木製土台3が腐蝕し易くな
るという不都合を解消することができる。なお、結露の
恐れのない場合やアンカーボルト10を挿通しないもの
については、小径固定突部6や大径固定突部7を有底の
カップ形状に突出形成してもよい。
Further, since the fixed projections 5 (6, 7) are formed by annular walls and penetrate the central portion, there is a possibility that dew condensation or the like may accumulate in the fixed projections 5 (6, 7). In addition, it is possible to solve the problem that the wooden base 3 is easily corroded by moisture from the accumulated dew water. In the case where there is no risk of dew condensation or the anchor bolt 10 is not inserted, the small-diameter fixed projection 6 and the large-diameter fixed projection 7 may be formed in a bottomed cup shape.

【0018】さらに、地震時などに衝撃荷重が作用した
場合には、過大な荷重が作用した部分の固定突部5
(6,7)が布基礎2に食い込むことによって帯状部分
12を突出成形させて弾性支持機能を有するように構成
した緩衝用突部8が布基礎2上面に当接し、この緩衝用
突部8によって緩衝支持されて過大な荷重が分散吸収さ
れる。なお、本実施例では緩衝用突部8の突出量を固定
突部5(6,7)の突出量よりも小さくしているので、
布基礎5上面に多少の凹凸などがあっても平常時に確実
に固定突部5(6,7)のみで安定的に荷重を支持する
ことができる。この場合、布基礎2上面と緩衝用突部8
の間に薄い鉛板(図示せず)などを介装して緩衝用突部
8と布基礎2上面との均などな接触状態を確保できるよ
うにするのが好ましい。
Further, when an impact load is applied at the time of an earthquake or the like, the fixed projection 5 at a portion where an excessive load is applied.
The (6, 7) bites into the fabric base 2 to protrude and form the band-shaped portion 12 so as to have an elastic support function. The excessive load is dispersed and absorbed by the buffer support. In the present embodiment, the amount of protrusion of the buffer protrusion 8 is smaller than the amount of protrusion of the fixed protrusion 5 (6, 7).
Even if there is some unevenness on the upper surface of the cloth base 5, the load can be stably supported only by the fixing projections 5 (6, 7) reliably in normal times. In this case, the upper surface of the cloth base 2 and the buffer protrusion 8
It is preferable that a thin lead plate (not shown) or the like is interposed therebetween so as to ensure a uniform contact state between the buffer projection 8 and the upper surface of the cloth base 2.

【0019】また、本実施形態では平板状本体4の周辺
部と中央部との間の全域に、平板状本体4の一辺と平行
な多数の帯状部分12を形成し、その帯状部分12を波
形に突出成形して緩衝用突部8を構成するとともに隣接
する帯状部分12で緩衝用突部8を半ピッチ分ずらせて
形成しているので、基礎用パッド1の部分でもいずれの
方向に対しても通気性が確保され、基礎用パッド1の厚
さを必要以上に厚くせず、布基礎2と木製土台3との間
の隙間9を比較的小さくしながら床下換気に必要な開口
面積を確保することができ、かつ緩衝用突部8の形成部
分での木製土台3と平板状本体4との密着面積が小さ
く、通気性が良いため、木製土台3の腐蝕防止に特に効
果的である。
In this embodiment, a large number of belt-like portions 12 parallel to one side of the plate-like main body 4 are formed in the entire area between the peripheral portion and the central portion of the plate-like main body 4, and the belt-like portions 12 are corrugated. To form the buffering projections 8, and the adjacent belt-shaped portions 12 are formed so that the buffering projections 8 are shifted by a half pitch, so that the base pad 1 can be formed in any direction. Also, air permeability is secured, and the thickness of the foundation pad 1 is not unnecessarily thickened, and the opening area necessary for underfloor ventilation is secured while the gap 9 between the cloth foundation 2 and the wooden base 3 is relatively small. In addition, since the contact area between the wooden base 3 and the plate-shaped main body 4 at the portion where the buffer protrusion 8 is formed is small and the air permeability is good, it is particularly effective for preventing the wooden base 3 from being corroded.

【0020】次に、本発明の他の実施形態について、図
4を参照して説明する。上記実施形態では、木製土台3
と布基礎2との間に基礎用パッド1を介装した例を示し
たが、この実施形態では、木製柱13を布基礎2上に載
せて支持する支持構造において、木製柱13と布基礎2
との間に基礎用パッド1を介装している。
Next, another embodiment of the present invention will be described with reference to FIG. In the above embodiment, the wooden base 3
Although the example in which the foundation pad 1 is interposed between the wooden pillar 13 and the cloth foundation 2 has been described, in this embodiment, the wooden pillar 13 and the cloth foundation 2
And a base pad 1 is interposed therebetween.

【0021】この実施形態の基礎用パッド1において
は、固定突部5として上記実施形態とと同様に平板状本
体4の周辺複数箇所に小径固定突部6が、平板状本体4
の中央部に大径固定突部7がそれぞれ設けられるととも
に、金属板製の皿状根巻部材15と木栓16とを備えて
いる。金属板製の皿状根巻部材15は、木製柱13の下
端に外嵌して基礎用パッド1の平板状本体4の上に載置
されるもので、中央部に前記大径固定突部7と合致する
貫通孔17を備え、木栓16は、布基礎2から突出する
アンカーボルト18に螺嵌固定されるもので、前記基礎
用パッド1の大径固定突部7と皿状根巻部材15の貫通
孔17とを貫通して、木製柱13の下端中央に形成され
た孔19に圧入されている。
In the foundation pad 1 of this embodiment, small-diameter fixed projections 6 are provided at a plurality of locations around the flat body 4 as the fixed projections 5 in the same manner as in the above embodiment.
Are provided with large-diameter fixed projections 7 at the center thereof, and a plate-shaped root-winding member 15 made of a metal plate and a wooden plug 16 are provided. The dish-shaped root-winding member 15 made of a metal plate is fitted on the lower end of the wooden pillar 13 and placed on the flat-plate-shaped main body 4 of the foundation pad 1. 7 and a wooden plug 16 is screwed and fixed to an anchor bolt 18 protruding from the cloth foundation 2. The large-diameter fixing projection 7 of the foundation pad 1 and the dish-shaped root winding are provided. It penetrates through the through hole 17 of the member 15 and is press-fitted into a hole 19 formed at the center of the lower end of the wooden pillar 13.

【0022】この実施形態によると、木製柱13を木製
土台3を介することなく、基礎用パッド1のみを介して
布基礎2上に載置して支持し、アンカーボルト18に螺
嵌固定した木栓16を孔19に圧入して水平方向の動き
を完全に阻止しているので、木造建築物の構造を簡略化
しながら布基礎2との結合を強固にすることができ、か
つ基礎用パッド1を介することにより木製柱13に作用
する荷重をその下端面全面で略均などにかつ円滑に布基
礎2に伝達することができる。また、木製柱13の下端
に皿状根巻部材15を外嵌しているので、木栓16を孔
19に圧入しても木製柱13の下端に割れを発生する恐
れはない。
According to this embodiment, the wooden pillar 13 is mounted and supported on the cloth foundation 2 via only the foundation pad 1 without passing through the wooden base 3, and the wooden pillar 13 is screwed and fixed to the anchor bolt 18. Since the stopper 16 is pressed into the hole 19 to completely prevent the horizontal movement, the connection with the cloth foundation 2 can be strengthened while simplifying the structure of the wooden building, and the foundation pad 1 is provided. , The load acting on the wooden pillar 13 can be transmitted to the cloth foundation 2 approximately evenly and smoothly over the entire lower end surface thereof. Further, since the dish-shaped root winding member 15 is fitted to the lower end of the wooden column 13, there is no possibility that the wooden column 13 will be cracked at the lower end even if the wooden plug 16 is pressed into the hole 19.

【0023】なお、本実施形態では少なくとも大径固定
突部7はアンカーボルト18を貫通させるために中央部
が貫通した環状壁から構成する必要があるが、小径固定
突部6は有底のカップ状に突出形成したものでもよい。
In the present embodiment, at least the large-diameter fixed projection 7 must be formed of an annular wall having a central portion penetrated to allow the anchor bolt 18 to pass therethrough. It may be formed in the shape of a protrusion.

【0024】[0024]

【発明の作用及び効果】本発明の基礎用パッド部材は以
上のように実施し得るものであって、金属板から成る平
板状本体から、布基礎と木製土台または木製柱との間に
隙間を形成するように圧縮弾性変形可能な緩衝用突部を
突設しているので、地震時などに衝撃荷重が作用した場
合に緩衝用突部の弾性変形によって緩衝支持できて過大
な荷重を分散吸収することができる。
The pad member for foundation of the present invention can be embodied as described above, and a gap is formed between a cloth foundation and a wooden base or a wooden pillar from a flat plate-shaped main body made of a metal plate. The shock-absorbing protrusion that can be compressed and elastically deformed is formed so that it can be buffered and supported by the elastic deformation of the shock-absorbing protrusion when an impact load is applied, such as during an earthquake, and the excessive load is dispersed and absorbed. can do.

【0025】また、固定突部を設けることにより、木製
土台や木製柱の安定した支持状態が得られるのである
が、当該固定突部を中央が貫通した環状壁にて構成する
と、有底のカップ状に突出形成した場合のように結露水
などが溜まらず、腐蝕防止の原因を解消することがで
き、かつこの基礎用パッドを布基礎や木製土台に仮止め
するための釘穴として利用したり、アンカーボルトの貫
通孔として利用することができる。
Further, by providing the fixed protrusion, a stable support of the wooden base and the wooden pillar can be obtained. However, if the fixed protrusion is formed by an annular wall penetrating the center, a cup with a bottom is provided. Condensation water does not accumulate as in the case of a protruding shape, preventing corrosion, and using this foundation pad as a nail hole for temporarily fixing it to a cloth foundation or wooden base. , Can be used as through holes for anchor bolts.

【0026】また、固定突部を平板状本体周辺の複数箇
所の小径固定突部と、中央部のアンカーボルトを挿通可
能な大径固定突部にて構成すると、アンカーボルトの挿
通部と兼用しながら平板状本体の中央部でも荷重を支持
して平板状本体の全体で荷重を分散支持することができ
る。
Further, when the fixed projection is constituted by a plurality of small-diameter fixed projections around the flat plate-shaped main body and a large-diameter fixed projection capable of inserting an anchor bolt in the center, the fixed projection also serves as an anchor bolt insertion part. However, the load can also be supported at the center of the flat main body, and the load can be dispersed and supported by the entire flat main body.

【0027】また、平板状本体の周辺部と中央部との間
の全域に多数の波形の緩衝用突部を半ピッチ分ずらせて
並列して形成すると、基礎用パッドの部分でもいずれの
方向に対しても通気性を確保することができ、基礎用パ
ッドの厚さを必要以上に厚くせず、布基礎と木製土台と
の間の隙間を比較的小さくしながら床下換気に必要な開
口面積を確保することができ、かつ緩衝用突部形成部分
での平板状本体と木製土台との密着面積を小さくでき、
その分通気性が良くなるため、木製土台や木製柱の腐蝕
防止に特に効果的である。
Further, when a large number of corrugated buffering projections are formed in parallel in the entire area between the peripheral portion and the central portion of the flat main body by being shifted by a half pitch, the basic pad portion can be formed in any direction. Also, the ventilation area can be secured, and the thickness of the foundation pad is not made unnecessarily thick, and the opening area required for underfloor ventilation while keeping the gap between the cloth foundation and the wooden base relatively small It can be secured, and the contact area between the flat body and the wooden base at the buffer protrusion forming portion can be reduced,
Because of this, air permeability is improved, which is particularly effective in preventing corrosion of wooden foundations and wooden pillars.

【0028】また、固定突部の突出量を緩衝用突部の突
出量よりも若干大きくすると、布基礎上面に多少の凹凸
などがあっても平常時に確実に固定突部のみで安定的に
荷重を支持することができる。
When the amount of protrusion of the fixed protrusion is slightly larger than the amount of protrusion of the buffering protrusion, even if there are some irregularities on the upper surface of the cloth foundation, it is ensured that the fixed protrusion alone stably loads in normal times. Can be supported.

【0029】また、皿状根巻部材を木製柱の下端に外嵌
して基礎用パッドの上に載置し、布基礎から突出するア
ンカーボルトに螺嵌固定した木栓を木製柱の下端中央に
形成した孔に圧入させると、木製土台を介することな
く、木製柱を基礎用パッドのみを介して布基礎上に載置
して支持固定できるので、木造建築物の構造を簡略化し
ながら布基礎との結合を強固にすることができ、かつ基
礎用パッドを介することにより木製柱に作用する荷重を
その下端面全面で略均などにかつ円滑に布基礎に伝達す
ることができる。
Further, a dish-shaped root-winding member is externally fitted to the lower end of the wooden pillar, placed on the pad for foundation, and a wooden plug screwed and fixed to an anchor bolt projecting from the cloth foundation is attached to the center of the lower end of the wooden pillar. When press-fitted into the hole formed in the wooden foundation, the wooden pillar can be placed and supported on the cloth foundation only via the foundation pad without going through the wooden base, so that the wooden foundation can be simplified while simplifying the structure of the wooden building. And the load acting on the wooden pillar can be transmitted to the cloth foundation substantially uniformly and smoothly over the entire lower end surface thereof via the foundation pad.

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

【図1】 本発明の基礎用パッドの一実施形態を示し、
(a)は平面図、(b)は(a)のB−B矢視断面図、
(c)は(a)のC−C矢視断面図、(d)は(a)の
D−D矢視図である。
FIG. 1 shows an embodiment of a foundation pad of the present invention,
(A) is a plan view, (b) is a sectional view taken along the line BB of (a),
(C) is a sectional view taken along the line CC of (a), and (d) is a sectional view taken along the line DD of (a).

【図2】 同実施形態の基礎用パッドの配置状態を示す
正面図である。
FIG. 2 is a front view showing an arrangement state of the foundation pads of the embodiment.

【図3】 同実施形態の基礎用パッドの使用状態を示す
縦断面図である。
FIG. 3 is a longitudinal sectional view showing a use state of the foundation pad of the embodiment.

【図4】 本発明の基礎用パッドの他の実施形態の使用
状態を示す縦断面図である。
FIG. 4 is a longitudinal sectional view showing a use state of another embodiment of the foundation pad of the present invention.

【図5】 従来例の基礎用パッドの使用状態を示す斜視
図である。
FIG. 5 is a perspective view showing a usage state of a conventional base pad.

【符号の説明】[Explanation of symbols]

1 基礎用パッド 2 布基礎 3 木製土台 4 平板状本体 5 固定突部 6 小径固定突部 7 大径固定突部 8 緩衝用突部 9 隙間 10 アンカーボルト 11 切り目 12 帯状部分 13 木製柱 15 皿状根巻部材 16 木栓 17 貫通孔 18 アンカーボルト 19 孔 DESCRIPTION OF SYMBOLS 1 Foundation pad 2 Cloth foundation 3 Wooden base 4 Flat main body 5 Fixed protrusion 6 Small diameter fixed protrusion 7 Large diameter fixed protrusion 8 Buffering protrusion 9 Gap 10 Anchor bolt 11 Cut 12 Band-shaped part 13 Wooden pillar 15 Dish-shaped Root-wrapping member 16 Wood plug 17 Through hole 18 Anchor bolt 19 Hole

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】布基礎(2) とその上に載置固定される木製
土台(3) または木製柱(13)との間に介装されるパッドで
あって、金属板から構成された平板状本体(4) と、緩衝
用突部(8) とを備え、 緩衝用突部(8) は、布基礎(2) と木製土台(3) または木
製柱(13)との間に隙間(9) を形成するように、平板状本
体(4) に形成された2列の切り目(11,11) 間の帯状部分
(12)を突出成形したものであって、布基礎(2) と木製土
台(3) または木製柱(13)との間で圧縮弾性変形可能に構
成されている木造建築物の基礎用パッド。
A pad interposed between a cloth base (2) and a wooden base (3) or a wooden pillar (13) mounted and fixed thereon, wherein the pad is a flat plate made of a metal plate. The main body (4) and the buffering protrusion (8) are provided, and the buffering protrusion (8) is provided between the cloth foundation (2) and the wooden base (3) or the wooden pillar (13). 9) To form a flat book
The strip between the two rows of cuts (11,11) formed in the body (4)
A pad for wooden building foundation , which is formed by projecting (12) and is configured to be compressively elastically deformable between a cloth foundation (2) and a wooden base (3) or a wooden pillar (13).
【請求項2】布基礎(2) と木製土台(3) または木製柱(1
3)との間に略一定隙間を形成するために、平板状本体
(4) の複数箇所から弾性変形しない固定突部(5) を突設
して成る請求項1に記載の木造建築物の基礎用パッド。
2. A cloth foundation (2) and a wooden base (3) or a wooden pillar (1).
3) To form a substantially constant gap between
Fixed projections (5) that do not elastically deform from multiple locations in (4)
The pad for foundation of a wooden building according to claim 1, which is formed.
【請求項3】固定突部(5) は、平板状本体(4) から一体
に突出成形された環状壁から構成され、中央部が貫通し
ている 請求項2に記載の木造建築物の基礎用パッド。
3. The fixed projection (5) is integrally formed with the flat body (4).
It is composed of an annular wall protruding from
The pad for foundation of a wooden building according to claim 2, which is provided.
【請求項4】固定突部(5) は、平板状本体(4) の周辺複
数箇所に設けられた小径固定突部(6) と、平板状本体
(4) の中央部に設けられたアンカーボルト(10)を挿通可
能な大径固定突部(7) とから成る 請求項2または3に記
載の木造建築物の基礎用パッド。
4. A fixed projection (5) is provided on the periphery of the flat body (4).
Small-diameter fixed projections (6) provided at several places, and flat body
The anchor bolt (10) provided at the center of (4) can be inserted.
The pad for foundation of a wooden building according to claim 2 or 3 , comprising a functional large-diameter fixing projection (7) .
【請求項5】平板状本体(4) には、小径固定突部(6) を
有する周辺部と大径固定突部(7) を有する中央部との間
の略全域に、平板状本体(4) の一辺と平行な切り目(11)
が多 数列形成され、各切り目(11,11) 間の帯状部分(12)
によって突出成形される緩衝用突部(8) の内、少なくと
も長さの長い切り目(11,11) 間の帯状部分(12)で成形さ
れる緩衝用突部(8) は、当該帯状部分(12)をその長さ方
向に波形に突出成形して複数個直列配置され、互いに隣
接する列の緩衝用突部(8) は、帯状部分(12)長さ方向の
位置が半ピッチ分だけずれている 請求項4に記載の木造
建築物の基礎用パッド。
5. A small-diameter fixed projection (6) is provided on the flat body (4).
Between the peripheral part and the central part with the large-diameter fixed projection (7).
A cut (11) parallel to one side of the flat body (4)
There is a multi-sequence formed, each score (11, 11) swath between (12)
At least one of the buffer projections (8)
Also formed with a strip (12) between the long cuts (11, 11).
The shock-absorbing projection (8) fits the band (12)
Are formed in series in the shape of a corrugation in the
The buffering projections (8) in the contacting row are
The pad for a wooden building foundation according to claim 4 , wherein the position is shifted by a half pitch .
【請求項6】固定突部(5) の平板状本体(4) に対する突
出量は、緩衝用突部(8) の平板状本体(4) に対する突出
量よりも若干大きい 請求項2〜5の何れかに記載の木造
建築物の基礎用パッド。
6. The projection of the fixed projection (5) with respect to the flat body (4).
The amount of protrusion depends on the projection of the buffer projection (8) against the flat body (4).
The pad for foundation of a wooden building according to any one of claims 2 to 5 , which is slightly larger than the amount .
【請求項7】布基礎(2) と木製柱(13)との間に介装され
るパッドは、金属板製の皿状根巻部材(15)と木栓(16)と
を備え、 当該パッドの固定突部(5) として、平板状本体(4) の周
辺複数箇所に設けられた小径固定突部(6) と、平板状本
体(4) の中央部に設けられた大径固定突部(7)とが設け
られ、少なくとも大径固定突部(7) は中央部が貫通した
環状壁から構成され、 金属板製の皿状根巻部材(15)は、木製柱(13)の下端に外
嵌してパッドの平板状本体(4) の上に載置されるもの
で、中央部に大径固定突部(7) と合致する貫通孔(17)を
備え、 木栓(16)は、布基礎(2) から突出するアンカーボルト(1
8)に螺嵌固定されるもので、パッドの大径固定突部(7)
と皿状根巻部材(15)の貫通孔(17)とを貫通して、木製柱
(13)の下端中央に形成された孔(19)に圧入される 請求項
2〜6 の何れかに記載の木造建築物の基礎用パッド。
7. Interposed between a cloth foundation (2) and a wooden pillar (13).
The pad is made of a metal plate dish-shaped wrapping member (15) and a wooden plug (16).
And the periphery of the plate-shaped main body (4) is used as the fixing projection (5) of the pad.
Small-diameter fixed projections (6) provided at multiple locations on the side
Large diameter fixed projection (7) provided at the center of the body (4)
At least the large diameter fixing projection (7) has a central part penetrated
A dish-shaped root-winding member (15) composed of an annular wall and made of metal plate is attached to the lower end of the wooden pillar (13).
Fitted and placed on the flat body (4) of the pad
At the center, a through hole (17) that matches the large diameter
The wooden plug (16) is provided with anchor bolts (1) protruding from the cloth foundation (2).
It is screwed and fixed to 8), and the large diameter fixing projection of the pad (7)
Through the through hole (17) of the dish-shaped root-wrap member (15)
Claim to be press-fitted to the lower end center hole formed in (13) (19)
The pad for foundation of a wooden building according to any one of 2 to 6 .
JP24840995A 1995-08-31 1995-08-31 Pads for foundations of wooden buildings Expired - Lifetime JP3242301B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24840995A JP3242301B2 (en) 1995-08-31 1995-08-31 Pads for foundations of wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24840995A JP3242301B2 (en) 1995-08-31 1995-08-31 Pads for foundations of wooden buildings

Publications (2)

Publication Number Publication Date
JPH0967871A JPH0967871A (en) 1997-03-11
JP3242301B2 true JP3242301B2 (en) 2001-12-25

Family

ID=17177692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24840995A Expired - Lifetime JP3242301B2 (en) 1995-08-31 1995-08-31 Pads for foundations of wooden buildings

Country Status (1)

Country Link
JP (1) JP3242301B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007308935A (en) * 2006-05-17 2007-11-29 Grand Form:Kk Foundation packing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007308935A (en) * 2006-05-17 2007-11-29 Grand Form:Kk Foundation packing

Also Published As

Publication number Publication date
JPH0967871A (en) 1997-03-11

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