JP2006241929A - Height adjustable spacer interposed between sill and foundation - Google Patents

Height adjustable spacer interposed between sill and foundation Download PDF

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Publication number
JP2006241929A
JP2006241929A JP2005062352A JP2005062352A JP2006241929A JP 2006241929 A JP2006241929 A JP 2006241929A JP 2005062352 A JP2005062352 A JP 2005062352A JP 2005062352 A JP2005062352 A JP 2005062352A JP 2006241929 A JP2006241929 A JP 2006241929A
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height
spacer
foundation
members
mating
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Kozo Matsuzawa
幸三 松澤
Takashi Namiki
高 並木
Saburo Sudo
三郎 須藤
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Kanai Co Ltd
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Kanai Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a height adjustable spacer which can reduce by half a moving amount (shifting amount) necessary for achieving predetermined height adjustment, and can take up a sufficient installation area as a relatively small spacer. <P>SOLUTION: The spacer interposed between a sill and a foundation is formed by superposing three members (two A members and one B member interposed therebetween) on each other, which are each formed like a wedge, and the spacer performs the height adjustment by laterally shifting the intermediate B member with respect to the upper and lower A members. Each of superposed surfaces of the respective three members may be formed by combining horizontal step surfaces with each other. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、木造住宅用に構築した基礎(布基礎)の天端面へ、天端面と換気用の間隙をとって土台を水平に配置する際に使用する高さ調整が可能な土台基礎用スペーサーに関する。   The present invention relates to a base foundation spacer capable of height adjustment, which is used when a foundation is horizontally arranged on the top end face of a foundation (cloth foundation) constructed for a wooden house by taking a clearance for ventilation from the top end face. About.

木造住宅の構造では土台が基礎の天端面に設置される。この際、床下換気のためにいわゆるスペーサ−と称する部材を土台と基礎天端面との間に介在させることがある。
このとき、かなり慎重に基礎工事をしても基礎天端面には波打つような凹凸が生じ、単にスペーサーを配置してその上から土台を置くだけでは、土台とスペーサ−間に隙間の生じる個所があり、土台を均等に支持することができない。このため、板状のスペーサ−を厚み方向から見てクサビ形の上下片に2分し、上下片をクサビ方向(左右)にずらして厚みを調整するとか(引用文献1)、別途に準備してある薄い調整板を上乗せするなどして、全体としての高さを調整している。
In the structure of a wooden house, the foundation is installed on the top edge of the foundation. At this time, a member called a spacer may be interposed between the base and the base top end surface for underfloor ventilation.
At this time, even if the foundation work is done with great care, undulating irregularities occur on the top surface of the foundation, and simply placing a spacer and placing the foundation on it will cause a gap between the foundation and the spacer. Yes, the foundation cannot be supported evenly. For this reason, the plate-shaped spacer is divided into wedge-shaped upper and lower pieces when viewed from the thickness direction, and the upper and lower pieces are shifted in the wedge direction (left and right) to adjust the thickness (Cited document 1), or separately prepared. The overall height is adjusted by adding a thin adjustment plate.

特開2001−311160号公報Japanese Patent Laid-Open No. 2001-311160

従来技術に見るように、板状であるスペーサ−を厚み方向から見てクサビ形の上下片に2分し、上下片をクサビ方向にずらして厚みを調整する構造では、上下片を左右にずらす量を小さくして所定の調整高さを達成しようとすると、上下片が重合している面(合せ面及び受け面)の傾斜角度が大きくなって、上方からの圧力で重合面が滑りやすくなる。逆に傾斜角度を小さくすると所定の調整高さを達成するのに上下片を左右にずらす量が大きくなり、全長に対する実質重合部分(上下方向で共に上下片が存在する実質的な重合部分)の割合が小さくなり、上方からの荷重を支える実質的な設置面積が小さくなる。このため、いたずらに長いスペーサ−を必要としている。
なお、設置面積としては、2階建物仕様の場合、幅100mm×左右方向寸法150mm以上が標準であり、三階建物仕様の場合は幅100mm×左右方向寸法180mmが標準である。幅100mmはスペーサーとして標準の幅寸法である。左右方向寸法はスペーサーの長さを意味する。
As seen in the prior art, in the structure in which the plate-shaped spacer is divided into two wedge-shaped upper and lower pieces when viewed from the thickness direction, and the thickness is adjusted by shifting the upper and lower pieces in the wedge direction, the upper and lower pieces are shifted left and right. If it is attempted to achieve a predetermined adjustment height by reducing the amount, the angle of inclination of the surface where the upper and lower pieces are superposed (the mating surface and the receiving surface) becomes large, and the superposition surface becomes slippery due to pressure from above. . Conversely, when the inclination angle is reduced, the amount of shifting the upper and lower pieces to the left and right is increased to achieve the predetermined adjustment height, and the substantial overlapping portion (substantially overlapping portion where the upper and lower pieces are present in the vertical direction) with respect to the entire length. A ratio becomes small and the substantial installation area which supports the load from upper direction becomes small. For this reason, an unnecessarily long spacer is required.
In addition, as for the installation area, in the case of the second floor building specification, a width of 100 mm × the horizontal dimension of 150 mm or more is standard, and in the case of the third floor building specification, the width of 100 mm × the horizontal dimension of 180 mm is standard. A width of 100 mm is a standard width dimension as a spacer. The horizontal dimension means the length of the spacer.

そこで、この発明はクサビ形を利用する高さ調整構造を利用するものであるが、所定の調整高さを達成するのに必要なずらし量を半減し、比較的小さなスペーサ−として十分な設置面積を得ることができる高さ調整が可能な土台基礎用スペーサー及び同じ技術思想であるが、さらに傾斜面による滑りを解消した高さ調整が可能な土台基礎用スペーサーの提供を課題とする。   Thus, the present invention uses a wedge-shaped height adjustment structure, but halves the amount of shifting necessary to achieve a predetermined adjustment height and provides a sufficient installation area as a relatively small spacer. It is an object of the present invention to provide a foundation foundation spacer capable of height adjustment and a foundation foundation spacer capable of height adjustment that has the same technical idea, but eliminates slippage due to an inclined surface.

土台基礎用スペーサーを、いずれもクサビ形をした3つの部材を重合して構成し、中間の部材を上下の部材に対して左右にずらして高さ寸法を調整する。3部材間の重合面は水平な階段面の組み合わせとすることがある。   The base foundation spacer is formed by superposing three wedge-shaped members, and the height is adjusted by shifting the intermediate member to the left and right with respect to the upper and lower members. The overlapping surface between the three members may be a combination of horizontal step surfaces.

クサビ形をした部材を3枚用いるので、調整高さに対する左右方向(土台の長手方向あるいはその直交方向と一致)のずらし量が半減する。これにより、必要とする設置面積を達成しやすい。
3部材間の重合面を水平な階段面の組み合わせとすることにより、上方からの荷重による左右方向への付勢が生じず、高さ調整が可能な土台基礎用スペーサーによる土台の支持状態がより安定する。
Since three wedge-shaped members are used, the amount of shift in the left-right direction (corresponding to the longitudinal direction of the base or its orthogonal direction) with respect to the adjustment height is halved. Thereby, it is easy to achieve the required installation area.
By combining the overlapping surfaces between the three members with a horizontal staircase surface, there is no urging in the left-right direction due to a load from above, and the foundation is supported by a foundation foundation spacer that can be adjusted in height. Stabilize.

クサビ形のA部材2個とクサビ形のB部材1個を組み合わせる。A部材は、表面を支持面、裏面を合せ面とした板状体であって、厚み方向から見て、支持面が水平で、合せ面が一定角度をもって左右方向で一方から他方へ傾斜したクサビ形とする。B部材は、厚み方向からみて表面と裏面が共に受け面であり、受け面はA部材の合せ面と同じ一定角度をもって傾斜した面とされ、全体として左右方向で一方から他方へ傾斜するクサビ形とする。2個のA部材を合せ面を内側にして向かい合わせ、対称に配置する。A部材間の空間にB部材を配置する。このとき、A部材の合せ面とB部材の受け面の傾斜を揃えて配置し、一体に重合する。   Combine two wedge-shaped A members and one wedge-shaped B member. The A member is a plate-like body having a front surface as a support surface and a back surface as a mating surface, and when viewed from the thickness direction, the support surface is horizontal, and the mating surface is tilted from one to the other in the left-right direction at a certain angle Form. The B member has both a front surface and a rear surface as viewed from the thickness direction, and the receiving surface is a surface inclined at the same constant angle as the mating surface of the A member. And Two A members are arranged facing each other with their mating surfaces facing inward. The B member is disposed in the space between the A members. At this time, the mating surfaces of the A member and the receiving surface of the B member are arranged so as to be aligned, and polymerization is performed integrally.

合せ面及び受け面の傾斜は、A部材とB部材の実質重合部分の合計高さが設定した利用最小寸法もしくは利用最大寸法となるとき、その実質重合部分の左右方向寸法が150mm以上(2階建物仕様)あるいは180mm以上(三階建物仕様)となるように定めることがある。
あるいは、A部材に対してB部材の左右方向長を充分に大きく形成し、A部材とB部材の実質重合部分が、常にA部材の長さとなるようにすることがある。
A部材とB部材は同様に、その合せ面及び受け面を左右方向に等間隔な複数の階段面に区画することがある。各階段面は水平とする。また、厚み方向から見て各階段面の中心をつなぐ直線が水平に対して前記一定角度で傾斜する構造とすることがある。
A部材とB材が横にずれないように、合せ面と受け面のいずれか一方にダボを、他方にダボが嵌合する凹部を設けたり、A部材とB部材間に突条と凹溝よる嵌合構造を設けたりして滑り止めとすることがある。
The inclination of the mating surface and the receiving surface is such that when the total height of the substantially overlapped portions of the A member and the B member is the minimum use size or the maximum use size, the left and right dimension of the substantially overlap portion is 150 mm or more (2nd floor Building specifications) or 180 mm or more (third-floor building specifications).
Alternatively, the length of the B member in the left-right direction may be sufficiently large with respect to the A member so that the substantially overlapped portion of the A member and the B member is always the length of the A member.
Similarly, the A member and the B member may divide the mating surface and the receiving surface into a plurality of step surfaces that are equally spaced in the left-right direction. Each staircase is horizontal. Further, a straight line connecting the centers of the respective step surfaces as viewed from the thickness direction may be inclined at the predetermined angle with respect to the horizontal.
In order to prevent the A member and the B material from shifting sideways, a dowel is provided on one of the mating surface and the receiving surface, and a recess in which the dowel is fitted on the other, or a protrusion and a groove between the A member and the B member. An anti-slip may be provided by providing a fitting structure.

図1は、高さ調整が可能な土台基礎用スペーサー1(以下、スペーサー1)であり、一枚のA部材と2枚のB部材を重合してある。これらは、硬質の再生ゴムを成形してある。矢印イ方向が左右方向であり、それぞれ中央部にアンカーボルト挿通用の開口部2を備えている。破線はアンカーボルト3であり、上部のみを示している。符合4は断面V字形としたカット溝であり、数字を付加して目盛を兼ねている。
このスペーサー1は、図2のように、構築した布基礎5の天端面に910mmの間隔で配置し、その上に柱14を支持する土台6が設置される。910mm間隔の配置ではスペーサー1が土台6を布基礎5に固定するためのアンカーボルト3の位置となることもある。この場合は、A部材、B部材に形成してある開口部2にアンカーボルト3を挿通する。なお、土台6の柱14が立設される個所の直下にもスペーサー1を使用する。この場合は、柱14と土台6を緊締するホールダウン金物や土台6を基礎へ固定するアンカーボルト3が柱14に近接して配置されることが多いので、スペーサー1に開口部2は必須である。
FIG. 1 shows a base foundation spacer 1 (hereinafter referred to as spacer 1) capable of height adjustment, in which one A member and two B members are superposed. These are molded from hard recycled rubber. The direction of arrow A is the left-right direction, and each has an opening 2 for inserting an anchor bolt at the center. The broken line is the anchor bolt 3 and shows only the upper part. Reference numeral 4 denotes a cut groove having a V-shaped cross section, which also serves as a scale by adding numerals.
As shown in FIG. 2, the spacer 1 is arranged on the top end surface of the constructed fabric base 5 at an interval of 910 mm, and a base 6 that supports the pillar 14 is installed thereon. In the arrangement of 910 mm intervals, the spacer 1 may be the position of the anchor bolt 3 for fixing the base 6 to the cloth foundation 5. In this case, the anchor bolt 3 is inserted through the opening 2 formed in the A member and the B member. Note that the spacer 1 is also used immediately below the portion where the pillar 14 of the base 6 is erected. In this case, since the hole down hardware for tightening the pillar 14 and the base 6 and the anchor bolt 3 for fixing the base 6 to the foundation are often arranged close to the pillar 14, the opening 2 is essential for the spacer 1. is there.

図3〜4は、第1の実施例としてのスペーサー1をさらに具体的に示したものである。図3は、高さ(厚み)調整前であり、重合したA,B部材の両端が揃っている。このときスペーサー1の全長は280mm(もとの長さという)、高さは20mm(もとの高さという)及び幅は100mmである。
すなわち、A部材は、表面を支持面7、裏面を合せ面8(図4)とした板状体であって、厚み方向から見て、支持面7が水平で、合せ面8が一定角度をもって長手方向で一方から他方へ傾斜したクサビ形となっている。A部材の基端(厚みが大きい端)は高さ10mmである。
B部材は、両面を受け面9とした板状体であって、厚み方向からみて受け面9がA部材の合せ面8と同じ一定角度をもって長手方向で一方から他方へ傾斜したクサビ形である。B部材の基端は高さ20mmである。
3 to 4 show the spacer 1 as the first embodiment more specifically. FIG. 3 is before height (thickness) adjustment, and both ends of the polymerized A and B members are aligned. At this time, the total length of the spacer 1 is 280 mm (referred to as the original length), the height is 20 mm (referred to as the original height), and the width is 100 mm.
That is, the A member is a plate-like body having the support surface 7 on the front surface and the mating surface 8 (FIG. 4), and the support surface 7 is horizontal and the mating surface 8 has a certain angle when viewed from the thickness direction. The wedge shape is slanted from one to the other in the longitudinal direction. The base end (the end where the thickness is large) of the A member is 10 mm high.
The B member is a plate-shaped body having both surfaces as receiving surfaces 9 and has a wedge shape in which the receiving surface 9 is inclined from one side to the other in the longitudinal direction at the same constant angle as the mating surface 8 of the A member when viewed from the thickness direction. . The base end of the B member has a height of 20 mm.

2個のA部材を両端を揃えて合せ面8を内側に向かい合わせると、その配置は対称であり、B部材を挟んでA部材間にB部材を重合することができる。A部材の基端とB部材の先鋭端を揃えた状態が、高さを調整していない「もとの状態」であり、2個のA部材の基端とB部材の基端がスペーサー1の両端となる。
A部材とB部材は、全長を等間隔な20個の区画10(基端側から丸数字1)からなるものと想定し、1区画を14mmに設定してある。このためにA部材とB部材はいずれも全長が280mmとなっている。また、上下のA部材に対して中央のB部材が14mm(1区画)矢印ロ方向に差し込まれると(ずらすと)、スペーサー1の高さは1mm高くなり、引き出されると、1mm低くなる。このようにして、スペーサー1の高さが調整される。図1の目盛4は、この状況を示したもので、A部材の目盛4に対してB部材の基端が示す位置がその時のスペーサー1全体の高さである。以下、高さの調整は1mm単位として説明する。実際には、傾斜面は連続しているので、任意の単位で調整が可能である。
ただし、スペーサー1は土台6を安定して支持する必要から、2階建物仕様の場合、支持面7上で長さ154mmの実質重合部分(高さ方向に2個のA部材とB部材の重なりがある部分)を残すようにしている。このため、第1の実施例で設定できる利用最大寸法は、図5のイに示すように、29.00mm(調整量9mm)である。このときの合せ面8、受け面9の傾斜はクサビの先端側からtan(1/14)ということになる。利用最小寸法は、図5のイに示すように、11mm(調整量9mm)である。なお、この場合、A部材の丸数字1〜9の区画は高さが5.5mmを越えるので、また、B部材も丸数字1〜9の区画は高さが11mmを越えるので、不要であり、使用できないので、切除してしまう。切除にはカット溝4を利用する。
3階建物仕様の場合、支持面7上で長さ182mmの実質重合部分を残すようにするので、設定できる利用最大寸法は27.00mm(調整量7mm)であり、利用最小寸法は13.00mm(調整量7mm)である。
When two A members are aligned at both ends and the mating surface 8 faces inward, the arrangement is symmetrical, and the B member can be superposed between the A members with the B member interposed therebetween. The state where the base end of the A member and the sharp end of the B member are aligned is the “original state” in which the height is not adjusted, and the base end of the two A members and the base end of the B member are the spacers 1. It becomes both ends.
The A member and the B member are assumed to be composed of 20 compartments 10 (round numbers 1 from the base end side) with equal intervals in the entire length, and one compartment is set to 14 mm. For this reason, both the A member and the B member have a total length of 280 mm. Further, when the central B member is inserted (shifted) in the direction of the arrow B by 14 mm (one section) with respect to the upper and lower A members, the height of the spacer 1 is increased by 1 mm, and when pulled out, it is decreased by 1 mm. In this way, the height of the spacer 1 is adjusted. The scale 4 in FIG. 1 shows this situation, and the position indicated by the base end of the B member with respect to the scale 4 of the A member is the height of the entire spacer 1 at that time. Hereinafter, the height adjustment will be described in units of 1 mm. Actually, since the inclined surfaces are continuous, adjustment can be performed in arbitrary units.
However, since the spacer 1 needs to support the base 6 stably, in the case of a two-story building specification, a substantial overlap portion of 154 mm in length on the support surface 7 (overlap of two A members and B members in the height direction) There is a part). Therefore, the maximum useable dimension that can be set in the first embodiment is 29.00 mm (adjustment amount 9 mm) as shown in FIG. The inclination of the mating surface 8 and the receiving surface 9 at this time is tan (1/14) from the front end side of the wedge. The minimum use dimension is 11 mm (adjustment amount 9 mm) as shown in FIG. In this case, since the height of the circled numbers 1-9 of the A member exceeds 5.5 mm, and the height of the B member of the circled members 1-9 exceeds 11 mm, it is not necessary. Because it cannot be used, it will be excised. The cut groove 4 is used for excision.
In the case of the 3 floor building specification, since a substantially overlapped portion having a length of 182 mm is left on the support surface 7, the maximum usable dimension that can be set is 27.00 mm (adjustment amount 7 mm), and the minimum usable dimension is 13.00 mm. (Adjustment amount 7 mm).

寸法関係をまとめると、
a・・・もとの高さ
b・・・もとの左右方向寸法
c・・・1区画の長さ(1mmの調整高さを得るのに必要な移動量)
d・・・調整後の高さ
x・・・移動量
(ただし、2階建物仕様の場合 x<b−154
3階建物仕様の場合 x<b−182)
として、
高くする場合 a+x/c=d
低くする場合 a−x/c=d
To summarize the dimensional relationship,
a ... original height b ... original lateral dimension c ... length of one section (amount of movement necessary to obtain an adjustment height of 1 mm)
d: Height after adjustment x: Movement amount
(However, for the 2nd floor building specification x <b-154
3rd floor building specification x <b-182)
As
When increasing a + x / c = d
When lowering a−x / c = d

図6は第2の実施例であって、1区画が12mmの場合である。したがって、全長240mmで実施例1の場合よりも短く、コンパクトに形成される。合せ面8、受け面9の傾斜はtan1/12であり、傾斜は大きくなる。図7に高さを調整した1例を示す。
この場合、2階建物仕様(設置面積100×156mm )において、
利用最小寸法 13mm
利用最大寸法 27mm
3階建物仕様(設置面積100×180mm )において、
利用最小寸法 15mm
利用最大寸法 25mm
である。
FIG. 6 shows a second embodiment in which one section is 12 mm. Therefore, the overall length is 240 mm, which is shorter than that of the first embodiment and is formed compact. The inclination of the mating surface 8 and the receiving surface 9 is tan 1/12, and the inclination becomes large. FIG. 7 shows an example in which the height is adjusted.
In this case, in the 2nd floor building specification (installation area 100 × 156mm),
Minimum use size 13mm
Maximum use size 27mm
In the 3rd floor building specification (installation area 100 x 180mm),
Minimum use size 15mm
Maximum use size 25mm
It is.

図8は第3の実施例を示し、第1の実施例とは逆に1区画の長さを16mmとした場合で全長が320mmとなるが、傾斜は小さくなる。合せ面8、受け面9の傾斜はtan1/16である。
この場合、2階建物仕様(設置面積100×160mm )において、
利用最小寸法 10mm
利用最大寸法 30mm
3階建物仕様(設置面積100×192mm )において、
利用最小寸法 12mm
利用最大寸法 28mm
である。
FIG. 8 shows a third embodiment. Contrary to the first embodiment, when the length of one section is 16 mm, the total length is 320 mm, but the inclination is small. The inclination of the mating surface 8 and the receiving surface 9 is tan 1/16.
In this case, in the 2nd floor building specification (installation area 100 x 160 mm),
Minimum use size 10mm
Maximum use size 30mm
In the 3rd floor building specification (installation area 100 x 192mm),
Minimum use size 12mm
Maximum use size 28mm
It is.

このように、1区画の長さが大きくなるともとの左右方向寸法が大きくなるが、利用最大寸法を大きくすることができる。また、合せ面8,受け面9の傾斜が小さくなって、上方からの荷重によってA部材やB部材が左右方向にずれる傾向が減少し安定する。なお、もとの高さ(a)、もとの左右方向寸法(b)及び1区画の長さは、適宜定めることができる。ただし、実施例として取りあげた程度が適切である。   Thus, although the length in the left-right direction increases as the length of one section increases, the maximum usable dimension can be increased. Further, the inclination of the mating surface 8 and the receiving surface 9 is reduced, and the tendency that the A member and the B member are shifted in the left-right direction due to a load from above is reduced and stabilized. The original height (a), the original horizontal dimension (b), and the length of one section can be determined as appropriate. However, the degree taken as an example is appropriate.

スペーサー1は、次のようにして使用される。
完成した布基礎5の天端面上に910mm間隔を標準としてスペーサー1を設置する個所を定める。ついで、その個所それぞれの天端面高さをレベルで測定する。測定は、設定した標準高さ(土台6の底面位置)からの過不足を算出するためであり、得られた過不足分を天端面上にひとまず書き込んでおき、順次、スペーサー1の高さをその過不足分に合せて調整しA部材とB部材間に左右方向の移動が生じないように固定する。ついで、これらスペーサー1上に土台6が載置される。実施例1〜3では、必要な設置面積を確保しながら、0〜10mm程度の過不足高さを調整することができる。
The spacer 1 is used as follows.
The place where the spacer 1 is installed on the top end surface of the completed fabric foundation 5 is determined with a 910 mm interval as a standard. Next, the height of the top end surface of each of the portions is measured by level. The measurement is to calculate the excess or deficiency from the set standard height (bottom surface position of the base 6). The obtained excess or deficiency is written on the top end surface for the time being, and the height of the spacer 1 is sequentially increased. It adjusts according to the excess and deficiency, and it fixes so that the movement of the left-right direction may not arise between A member and B member. Next, the base 6 is placed on these spacers 1. In Examples 1-3, the excess / deficiency height of about 0-10 mm can be adjusted, ensuring a required installation area.

A部材とB部材間に左右方向の移動が生じないようにする手段として、図9にA部材の合せ面8を示すように、A部材の合せ面8とB部材の受け面9とに細かな平行隆条11を設けておいて、これを噛み合せる構造としてもよい。さらに、幅方向のずれを防止するために、この例では、A部材の合せ面8に平行な突条15を左右方向に形成する一方、B部材の受け面9にこれを受ける凹溝16を形成して、A部材とB部材が重合した時に嵌り合う嵌合構造を有している。   As a means for preventing movement in the left-right direction between the A member and the B member, as shown in FIG. 9, the A member mating surface 8 is finely divided into the A member mating surface 8 and the B member receiving surface 9. It is good also as a structure which provides the parallel ridge 11 and meshes this. Further, in order to prevent the displacement in the width direction, in this example, a protrusion 15 parallel to the mating surface 8 of the A member is formed in the left-right direction, while a concave groove 16 for receiving this is formed on the receiving surface 9 of the B member. It is formed and has a fitting structure that fits when the A member and the B member are superposed.

図10〜13は、第4の実施例であり、A部材とB部材はその合せ面8び受け面9を長手方向に等間隔な複数の階段面で同様に区画してある。各階段面は水平であると共に、厚み方向から見て各階段面の中心をつなぐ直線が水平に対して一定角度で傾斜する配置としてある。この実施例において、A部材の基端は高さ8mm、先端は高さ2mmであり、一つの階段面を1区画10とすれば、1区画36mmにより7区画で全長252mmである。B部材は、基端の高さ16mm、先端の高さ2mmであり、8区画で全長288mmである。前記の傾斜はtan1/36である。   FIGS. 10 to 13 show the fourth embodiment, and the A member and the B member similarly define the mating surface 8 and the receiving surface 9 by a plurality of step surfaces equally spaced in the longitudinal direction. Each staircase surface is horizontal, and a straight line connecting the centers of the staircase surfaces when viewed from the thickness direction is inclined at a certain angle with respect to the horizontal. In this embodiment, the base end of the A member is 8 mm in height and the tip is 2 mm in height. If one step surface is defined as one section 10, the total length is 252 mm in seven sections by one section 36 mm. The B member has a base end height of 16 mm and a tip end height of 2 mm, and has eight sections and a total length of 288 mm. The slope is tan 1/36.

従って、2個のA部材間にB部材を配置し、図10のように、B部材の基端にA部材の先端を揃えて重合すると、全体の高さ20mm、全長288mmのスペーサー1となる(図11イ)。
符合12はダボ、符合13はダボ穴である。図11などの正面図では、これらが分かりやすいように模式化して記載してある。これらは、A部材では図12のように、合せ面8における各区画10の両側に1個ずつ、かつ、隣り合う区画間では交互となるように配置されている。B部材では、図13のように、両側の受け面9にダボ穴13だけが各区画10で2個ずつ、A部材のダボ12とダボ穴13に対応して形成されている。
Therefore, when the B member is disposed between the two A members and the tip of the A member is aligned with the base end of the B member as shown in FIG. 10, the spacer 1 has a total height of 20 mm and a total length of 288 mm. (FIG. 11a).
Reference numeral 12 is a dowel and reference numeral 13 is a dowel hole. In a front view such as FIG. 11, these are schematically illustrated for easy understanding. In the A member, as shown in FIG. 12, one member is arranged on each side of each section 10 on the mating surface 8 and is alternately arranged between adjacent sections. In the B member, as shown in FIG. 13, only two dowel holes 13 are formed in the receiving surfaces 9 on both sides corresponding to the dowels 12 and the dowel holes 13 of the A member.

このスペーサー1は、図11ロのように、A部材間にB部材を差し込んで全体の高さを大きくする方向に調整する場合と、図11ハのように、B部材を引き出して全体の高さを小さくして利用する場合とがある。いずれの場合も調整は区画10の単位(高さ調整量1mm/移動量36mm)である。
なお、図11イのように、スペーサー1を高さ調整なしで利用するとき、B部材の基端から第8番目の区画10は不要であるから切り取るなどして除去しても良い。図11ロのように、スペーサー1を高く調整して利用するときは、破線b、cで示すように、A部材、B部材の先端側を切除して、実質重合部分としてコンパクトに利用することもできる。また、引き出す場合は、図11ハに破線dで示すように、A部材の基端側区画を切除したり、A部材の基端側区画と共にB部材の基端側区画も切除する必要が生じる。このため、切除が容易なように、幅方向に平行なカット溝4が施されている。
As shown in FIG. 11B, the spacer 1 is adjusted in such a way that the B member is inserted between the A members so as to increase the overall height, and the B member is pulled out as shown in FIG. There are cases where it is used with a smaller size. In any case, the adjustment is a unit of the section 10 (height adjustment amount 1 mm / movement amount 36 mm).
As shown in FIG. 11A, when the spacer 1 is used without height adjustment, the eighth section 10 from the base end of the B member is unnecessary and may be removed by cutting it off. As shown in FIG. 11B, when the spacer 1 is used with a high adjustment, as shown by the broken lines b and c, the tip side of the A member and the B member should be cut out and used compactly as a substantial overlapping portion. You can also. Further, when drawing out, as shown by a broken line d in FIG. 11C, it is necessary to excise the base end side section of the A member or to cut out the base end side section of the B member together with the base end side section of the A member. . For this reason, the cut groove | channel 4 parallel to the width direction is given so that excision may be easy.

このように、高い方向に調整する場合に、実質重合部分よりも左右にはみ出した部分を切除するならば、中間のB部材を左右方向に充分大きなものに形成しておくことにより、A部材とB部材の実質重合部分の合計高さが設定した利用最大寸法となるまでの間、実質重合部分の左右方向寸法を常にA部材の左右方向寸法とし、A部材とB部材が布基礎5の天端面や土台6と実質的に接触する面積(設置面積)を一定に維持することができる。
この第5の実施例では、実質重合部分として5区画以上が必要であり、最大利用高さは24mmである。
第5の実施例では、合せ面8と受け面9が水平な階段面どうしで重合し、上方からの荷重によってA部材とB部材間に左右方向への分力が生じない。このため、スペーサー1にずれが生じにくく、土台の支持状態がより安定する。
Thus, when adjusting in the high direction, if the portion that protrudes to the left and right from the substantially overlapped portion is cut off, the intermediate B member is formed to be sufficiently large in the left and right direction, Until the total height of the substantially overlapped portion of the B member reaches the set maximum use size, the left and right dimension of the substantially overlapped portion is always set to the left and right dimension of the A member. The area (installation area) substantially in contact with the end face or the base 6 can be maintained constant.
In the fifth embodiment, five or more sections are required as the substantial polymerization portion, and the maximum use height is 24 mm.
In the fifth embodiment, the mating surface 8 and the receiving surface 9 overlap with each other between the horizontal step surfaces, and no component force in the left-right direction is generated between the A member and the B member due to the load from above. For this reason, the spacer 1 is not easily displaced, and the support state of the base is more stable.

以上、実施例について説明したが、A部材、B部材の材質はゴム系に限らず、耐候性があって木材程度の弾力性のある素材を採用することができる。A部材、B部材における合せ面や受け面の傾斜、あるいは1区画(階段面)の長さなどは任意であり、適切なものを選択すればよい。   As mentioned above, although the Example was described, the material of A member and B member is not restricted to a rubber type | system | group, The material which has a weather resistance and has elasticity like a timber can be employ | adopted. The inclination of the mating surface and the receiving surface of the A member and the B member, or the length of one section (step surface) is arbitrary, and an appropriate one may be selected.

土台基礎用高さスペーサーの斜視図。The perspective view of the height spacer for foundation foundations. 布基礎上に土台を設置した状態の斜視図(一部)。The perspective view (part) of the state which installed the foundation on the cloth foundation. 第1の実施例を示す正面図。The front view which shows a 1st Example. 分解して示す正面図。The front view which decomposes | disassembles and shows. 高さを調整をした状態で示す正面図、イは、高くする方向、ロは、低くする方向。Front view showing the height adjusted, A is a direction to increase, and B is a direction to decrease. 第2の実施例を示す正面図。The front view which shows a 2nd Example. 高さを調整した状態で示す正面図(実施例2)。The front view shown in the state which adjusted height (Example 2). 第3の実施例Third embodiment 一方のA部材を示す斜視図。The perspective view which shows one A member. 分解して示す正面図(第4の実施例)Exploded front view (fourth embodiment) (イ)(ロ)(ハ)は、利用状態を説明する正面図(A) (B) (C) is a front view explaining the state of use A部材における合せ面の平面図(第4の実施例)Plan view of mating surface in A member (fourth embodiment) B部材における受け面の平面図(第4の実施例)Plan view of receiving surface of member B (fourth embodiment)

符号の説明Explanation of symbols

1 土台基礎用高さスペーサー
2 開口部
3 アンカーボルト
4 目盛を兼ねたカット溝
5 布基礎
6 土台
7 支持面
8 合せ面
9 受け面
10 区画
11 平行隆条
12 ダボ
13 ダボ穴
14 柱
15 突条
16 凹条
DESCRIPTION OF SYMBOLS 1 Height spacer for foundation foundation 2 Opening part 3 Anchor bolt 4 Cut groove which served as scale 5 Fabric foundation 6 Foundation 7 Support surface 8 Matching surface 9 Receiving surface 10 Section 11 Parallel ridge 12 Dowel 13 Dowel hole 14 Pillar 15 Projection 16 Concave

Claims (7)

A部材とB部材とからなり、A部材は、表面を支持面、裏面を合せ面とした板状体であって、厚み方向から見て、支持面が水平で、合せ面が一定角度をもって左右方向で一方から他方へ傾斜したクサビ形であり、B部材は、両面を受け面とした板状体であって、厚み方向からみて受け面が前記と同じ一定角度をもって左右方向で一方から他方へ傾斜したクサビ形であり、2個のA部材を合せ面を内側にして向かい合わせることにより対称に配置し、A部材間にB部材をA部材の合せ面とB部材の受け面の傾斜を揃えて配置し、重合してあることを特徴とした高さ調整が可能な土台基礎用スペーサー。   The A member is composed of a member A and a member B, and the member A is a plate-like body having a front surface as a support surface and a back surface as a mating surface. The B member is a plate-shaped body having both surfaces as receiving surfaces, and the receiving surface is viewed from the thickness direction with the same constant angle as described above from one to the other in the left-right direction. Inclined wedge shape, two A members are placed symmetrically by facing each other with the mating surface facing inward, and B member is aligned between the A members so that the slopes of the mating surface of the A member and the receiving surface of the B member are aligned. Spacer for foundation foundation with adjustable height, characterized by being placed and polymerized. 合せ面及び受け面の傾斜は、A部材とB部材の実質重合部分の合計高さが設定した利用最小寸法もしくは利用最大寸法となるとき、その実質重合部分の左右方向寸法が150mm以上であることを特徴とした請求項1に記載の高さ調整が可能な土台基礎用スペーサー。   The inclination of the mating surface and the receiving surface is such that when the total height of the substantially overlapped portion of the A member and the B member is the minimum use size or the maximum use size, the left and right dimension of the substantially overlap portion is 150 mm or more. The base foundation spacer according to claim 1, wherein the height can be adjusted. 合せ面及び受け面の傾斜は、A部材とB部材の実質重合部分の合計高さが設定した利用最小寸法もしくは利用最大寸法となるとき、その実質重合部分の左右方向寸法が180mm以上であることを特徴とした請求項1に記載の高さ調整が可能な土台基礎用スペーサー。   The inclination of the mating surface and the receiving surface is such that when the total height of the substantially overlapped portions of the A member and the B member is the minimum use size or the maximum use size, the left and right dimension of the substantially overlap portion is 180 mm or more. The base foundation spacer according to claim 1, wherein the height can be adjusted. A部材に対してB部材の左右長が充分に大きく、A部材とB部材の実質重合部分の合計高さが設定した利用最小寸法もしくは利用最大寸法となるまで、実質重合部分の左右方向寸法が常にA部材の左右方向寸法であることを特徴とした請求項1から3のいずれか1つに記載の高さ調整が可能な土台基礎用スペーサー。   The left and right lengths of the substantially overlapped portion until the left and right lengths of the B member are sufficiently large with respect to the A member and the total height of the substantially overlapped portions of the A member and the B member reaches the set minimum use size or maximum use size. The base foundation spacer capable of height adjustment according to any one of claims 1 to 3, characterized in that it is always the left-right dimension of the A member. A部材とB部材は同様に、その合せ面及び受け面を左右方向に等間隔な複数の階段面に区画してあり、各階段面は水平であると共に、厚み方向から見て各階段面の中心をつなぐ直線が水平に対して前記一定角度で傾斜することを特徴とした請求項1〜4のいずれか一つに記載の高さ調整が可能な土台基礎用スペーサー。   Similarly, the A member and the B member have their mating surfaces and receiving surfaces divided into a plurality of step surfaces equally spaced in the left-right direction. Each step surface is horizontal and each step surface is viewed in the thickness direction. 5. The base foundation spacer according to claim 1, wherein a straight line connecting the centers is inclined at the predetermined angle with respect to the horizontal. A部材とB部材の合せ面間に左右方向の突条と凹溝による嵌合構造を設けてあることを特徴とした請求項1〜5のいずれか1つに記載の高さ調整が可能な土台基礎用スペーサー。   The height adjustment according to any one of claims 1 to 5, characterized in that a fitting structure is provided between the mating surfaces of the A member and the B member by a right and left protrusion and a concave groove. Base foundation spacer. 合せ面と受け面のいずれか一方にダボを、他方にダボが嵌合するダボ穴を備えていることを特徴とした請求項1〜5のいずれか一つに記載の高さ調整が可能な土台基礎用スペーサー。
The height adjustment according to any one of claims 1 to 5, further comprising a dowel hole into which one of the mating surface and the receiving surface is fitted with a dowel and the other is fitted with a dowel. Base foundation spacer.
JP2005062352A 2005-03-07 2005-03-07 Height adjustable spacer interposed between sill and foundation Pending JP2006241929A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008404A (en) * 2014-06-23 2016-01-18 パナソニックIpマネジメント株式会社 Spacer
JP2020095869A (en) * 2018-12-13 2020-06-18 本田技研工業株式会社 Spacer, battery device, floor face height control mechanism and method of application of spacer
JP2021174256A (en) * 2020-04-24 2021-11-01 富士通クライアントコンピューティング株式会社 Display device
EP4245924A1 (en) * 2022-03-14 2023-09-20 Deutsche Post AG Height adjustment device for mobile foundation, and mobile foundation device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008404A (en) * 2014-06-23 2016-01-18 パナソニックIpマネジメント株式会社 Spacer
JP2020095869A (en) * 2018-12-13 2020-06-18 本田技研工業株式会社 Spacer, battery device, floor face height control mechanism and method of application of spacer
JP7010807B2 (en) 2018-12-13 2022-01-26 本田技研工業株式会社 How to use spacers, battery devices, floor height adjustment mechanisms and spacers
JP2021174256A (en) * 2020-04-24 2021-11-01 富士通クライアントコンピューティング株式会社 Display device
JP7044985B2 (en) 2020-04-24 2022-03-31 富士通クライアントコンピューティング株式会社 Display device
EP4245924A1 (en) * 2022-03-14 2023-09-20 Deutsche Post AG Height adjustment device for mobile foundation, and mobile foundation device

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