JP3084496U - Pillar / base fastening structure and its fasteners in wooden buildings - Google Patents
Pillar / base fastening structure and its fasteners in wooden buildingsInfo
- Publication number
- JP3084496U JP3084496U JP2001005848U JP2001005848U JP3084496U JP 3084496 U JP3084496 U JP 3084496U JP 2001005848 U JP2001005848 U JP 2001005848U JP 2001005848 U JP2001005848 U JP 2001005848U JP 3084496 U JP3084496 U JP 3084496U
- Authority
- JP
- Japan
- Prior art keywords
- column
- base
- bolt
- contact plate
- pillar
- 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 - Fee Related
Links
Abstract
(57)【要約】
【課題】 壁体骨組が水平力を受けた場合においても、
柱が土台から浮き上がることのない強固な柱・土台締結
構造とその締結金具によって、木造建築物の耐震性およ
び耐風性の向上を図る。
【解決手段】 当接板材aと底部材bとが側面略L形を
なして一体な締結金具Bが、上記当接板材aを柱Aの側
面に当接するとともに、上記底部材bを土台に乗載し、
上記当接板材aの係止片cが、柱Aの側面の凹処に嵌合
係止し、上記当接板材aのボルト挿込み孔とこれに一致
する柱Aのボルト貫通孔に緊締ボルト26を挿通し、そ
れにナット27を螺合し緊締し、上記底部材bのボルト
挿込み孔20とこれに一致する土台のボルト貫通孔24
1に緊締ボルト24を挿通するとともに、それにナット
25を螺合し緊締してなる木造建築物における柱・土台
締結構造。
(57) [Summary] [Problem] Even when a wall frame is subjected to a horizontal force,
A strong pillar / base fastening structure and pillars that do not allow the pillars to rise from the base will improve the seismic and wind resistance of the wooden building. SOLUTION: A contact plate member a and a bottom member b form a substantially L-shaped side surface, and an integral fastener B contacts the contact plate member a with a side surface of a column A and uses the bottom member b as a base. Aboard,
The locking piece c of the contact plate a is fitted and locked in the recess on the side surface of the column A, and the tightening bolt is inserted into the bolt insertion hole of the contact plate a and the bolt through hole of the column A corresponding thereto. 26, a nut 27 is screwed into the nut, and tightened, and the bolt insertion hole 20 of the bottom member b and the bolt through hole 24 of the base corresponding thereto are screwed.
1 is a column / base fastening structure in a wooden building in which a tightening bolt 24 is inserted and a nut 25 is screwed into the tightening bolt 24 and tightened.
Description
【0001】[0001]
本考案は、木造建築物における柱・土台締結構造とその締結金具に関する。 The present invention relates to a pillar / base fastening structure and a fastening fitting for a wooden building.
【0002】[0002]
木造建築物において、柱と横架材(梁および土台等)で形成される方形の壁体 骨組は、その対角線の位置に斜材すなわち筋交いを組み入れることによって、壁 体面の水平力に対する抵抗力を増し、当該建築物に耐震性および耐風性を付与し ている。 In a wooden building, a rectangular wall frame composed of columns and horizontal members (beams, bases, etc.) can resist the horizontal force of the wall surface by incorporating diagonal members or braces at diagonal positions. The building has been given earthquake resistance and wind resistance.
【0003】 その筋交いは、水平力を受ける方向によって圧縮力または引張力を受けること になるが、そのときに、折れたり、曲がり出たりしない材料が採用され、また、 端部が外れないように軸部骨組すなわち柱または/および横架材に強固に締結さ れているものである。[0003] The brace receives a compressive force or a tensile force depending on the direction of the horizontal force. At that time, a material that does not break or bend is employed. It is firmly fastened to the shaft frame, ie, the column or / and the transverse member.
【0004】[0004]
今例えば、図12に示すように、土台1,柱2〜4および梁5からなる壁体骨 組において、筋交い6,7が中央の柱3に対し対称にハの字形に配置されている 場合、すなわち、筋交い6が土台1,柱2−梁5,柱3間に、また、筋交い7が 土台1,柱4−梁5,柱3間に組み入れられている場合において、水平力が、矢 印8方向、すなわち柱4側から2側へ加わわるとすると、筋交い7は引張力を受 け、また、筋交い6は圧縮力を受けながら、その筋交い6が、下端の土台1,柱 2との締結部を支点に、上端の梁5,柱3との締結部に円弧運動をさせて、上記 矢印8方向に回動しようとする。 Now, for example, as shown in FIG. 12, in the case of a wall frame composed of the base 1, the columns 2 to 4 and the beams 5, the braces 6, 7 are symmetrically arranged with respect to the center column 3 in a C-shape. That is, when the brace 6 is incorporated between the base 1, the column 2 and the beam 5 and the column 3, and the brace 7 is incorporated between the base 1, the column 4 and the beam 5, and the column 3, the horizontal force is reduced by an arrow. Assuming that the direction of the mark 8 is applied, that is, from the column 4 side to the 2 side, the brace 7 receives the tensile force, and the brace 6 receives the compressive force, and the brace 6 is connected to the base 1 and the column 2 at the lower end. With the fastening portion of (5) as a fulcrum, the fastening portion with the beam 5 and the column 3 at the upper end is caused to make an arc motion to rotate in the direction of the arrow 8 described above.
【0005】 このため、柱3,4には、これを土台1から浮かせようとする力が作用するこ とになり、このことが、土台1,柱2〜4および梁5からなる上記壁体骨組の抵 抗力を低減させる。 もちろん、柱2〜4は、土台1に対して切り刻み,穿孔,接着等の従来手段に よって立設されてはいるが、かかる立設構造では、上記のような場合の浮き上が りを阻止するのに不十分であることが多い。For this reason, a force is applied to the columns 3 and 4 to lift the columns 3 and 4 from the base 1. Reduces frame drag. Of course, the pillars 2 to 4 are erected by conventional means such as cutting, perforating, bonding, etc. with respect to the base 1, but such an erected structure prevents the floating in the above case. Is often not enough to do so.
【0006】 本考案は、上記構成のような壁体骨組においても、水平力を受けた場合におい て、柱が土台から浮き上がることのない強固な柱・土台締結構造とその締結金具 を提供し、これによって、木造建築物の耐震性および耐風性の向上を図ろうとす るものである。[0006] The present invention provides a strong column / base fastening structure and a fastening fitting for the column that does not rise from the base when subjected to a horizontal force even in a wall frame having the above-described configuration. This aims to improve the seismic and wind resistance of wooden buildings.
【0007】[0007]
請求項1記載の本考案木造建築物における柱・土台締結構造は、 (1)当接板材aと底部材bとが側面略L形をなして一体な締結金具Bが、上記 当接板材aを柱Aの側面に当接するとともに、上記底部材bを土台に乗載し、 (2)上記当接板材aの係止片cが、柱Aの側面の凹処に嵌合係止し、 (3)上記当接板材aのボルト挿込み孔とこれに一致する柱Aのボルト貫通孔に 緊締ボルト26を挿通し、それにナット27を螺合し緊締し、 (4)上記底部材bのボルト挿込み孔20とこれに一致する土台のボルト貫通孔 241に緊締ボルト24を挿通し、それにナット25を螺合し緊締してなる。The pillar / base fastening structure of the wooden building according to the present invention according to claim 1 is as follows: (1) The fastening plate B, in which the contact plate member a and the bottom member b form a substantially L-shaped side surface, are integrated with the contact plate member a. Abuts on the side surface of the column A, and the bottom member b is mounted on the base. (2) The locking piece c of the abutting plate material a is fitted and locked in the recess on the side surface of the column A, (3) A tightening bolt 26 is inserted into a bolt insertion hole of the contact plate member a and a bolt through hole of the column A corresponding thereto, and a nut 27 is screwed and tightened therein. the bolt through hole 24 1 of the base that matches to the bolt inserted inclusive holes 20 by inserting the tightening bolt 24, it is formed by screwed clamping nut 25.
【0008】 請求項2記載の本考案木造建築物における柱・土台締結構造は、 (1)当接板材aと底部材bとが側面略L形をなして一体な複数個の締結金具B が、各々の当接板材aを柱Aの複数の側面に当接するとともに、各々の底部材b を、当接板材aが当接する柱Aの上記各側面に対向する土台101〜104に乗 載し、 (2)上記各当接板材aの各係止片cが、柱Aの複数の側面において上下に異な る位置の凹処131〜134に嵌合係止し、 (3)上記柱Aの対向する側面に当接する二つの当接板材aの各ボルト挿込み孔 151〜154とこれに一致する柱Aのボルト貫通孔141〜144とが、それ ぞれ上下に異なり、それらに挿通した緊締ボルト26が、上下に異なる位置に配 置されナット27を螺合し緊締し、 (4)上記底部材bのボルト挿込み孔20とこれに一致する土台のボルト貫通孔 241に緊締ボルト24を挿通するとともに、それにナット25を螺合し緊締し てなる。According to the second aspect of the present invention, the pillar / base fastening structure in the wooden building is as follows: (1) A plurality of fastening fittings B 1 in which the abutting plate material a and the bottom member b form a substantially L-shaped side surface and are integrated. , with contact each abutment plate a multiple sides of the column a, multiply each of the bottom member b, and base 10 1 to 10 4 abutment plate a is opposed to the respective side surfaces of the abutting column a it mounting, (2) each locking piece c of the contact plate a is, locks the fitting engagement in a plurality of side surfaces of the pillar a in position rest recess 131-134 of that different up and down, (3) and the bar a bolt through-holes 14 1 to 14 4 of which matches to the two respective bolt interpolation inclusive holes 15 1 to 15 4 of the abutment plate a abutting on opposite sides of the pillar a is their respective vertical The tightening bolts 26 passed through them are arranged at different positions in the vertical direction, and the nuts 27 are screwed together to tighten them. (4) as well as through the bottom member tightening bolt 24 into the bolt through-hole 24 1 of the base of the bolt inserted inclusive hole 20 matches to the b, it is formed by screwed clamping nut 25.
【0009】 上記において、上記柱Aは、それに一対の筋交いをハの字形に対称に配置して なる構成の壁体骨組におけるものであってもよいこと明らかである。In the above, it is apparent that the column A may be a wall frame having a configuration in which a pair of braces are symmetrically arranged in a C shape.
【0010】 係止片cは、当接板材aに対し溶接等により固定するものの他に、当接板材a に取付け孔161〜164を上下に所要の間隔で列設し、それの任意のものに係 止片cを取り付けるものとしてもよい。[0010] locking piece c, in addition to what is fixed by welding or the like to contact the plate material a, and the column set at required intervals mounting holes 161-164 in the vertical abutment plate a, which any The fixing piece c may be attached to the above.
【0011】 また、締結金具Bの上記当接板材aと底部材bとの間に補強結合片23を溶接 設立することや、上記底部材bのボルト挿込み孔20を設けた底板21に起立壁 22を設けることは、実施上好適である。In addition, a reinforcing connection piece 23 is welded between the abutting plate member a and the bottom member b of the fastening member B, and the reinforcing member 23 is erected on the bottom plate 21 provided with the bolt insertion hole 20 of the bottom member b. Providing the wall 22 is preferable in practice.
【0012】 請求項7記載の本考案締結金具は、 (1)柱Aの側面に当接する当接板材aと土台に乗載する底部材bとが、側面略 L形をなして一体であること、 (2)上記当接板材aが、柱Aの側面の凹処に嵌合係止する係止片cを備え、か つ、柱Aのボルト貫通孔に一致するボルト挿込み孔を設けていること、 (3)上記底部材bが、土台のボルト貫通孔241に一致するボルト挿込み孔2 0を備えてなる。According to a seventh aspect of the present invention, (1) a contact plate a contacting the side surface of the column A and a bottom member b mounted on the base are integrally formed in a substantially L-shaped side surface. (2) The abutting plate material a is provided with a locking piece c which is fitted and locked in a recess on the side surface of the column A, and a bolt insertion hole is provided which matches a bolt through hole of the column A. and that it, (3) the bottom member b becomes provided with a bolt inserted inclusive holes 2 0 matching bolt holes 24 1 of the base.
【0013】 上記において、係止片cは、当接板材aに対し溶接等により固定するものの他 に、当接板材aに取付け孔161〜164を上下に所要の間隔で列設し、それの 任意のものに係止片cを取り付けるものとしてもよい。In the above, the locking piece c, in addition to what is fixed by welding or the like to contact the plate material a, and the column set at required intervals mounting holes 161-164 in the vertical abutment plate a, The locking piece c may be attached to any of them.
【0014】 また、上記当接板材aと底部材bとの間に補強結合片23を溶接設立すること や、上記底部材bのボルト挿込み孔20を設けた底板21に起立壁22を設けて なることは、実施上好適である。Further, a reinforcing connection piece 23 is welded between the contact plate member a and the bottom member b, and an upright wall 22 is provided on a bottom plate 21 provided with a bolt insertion hole 20 of the bottom member b. This is preferable in practice.
【0015】 さらに、当接板材aと底部材bを、当初から一体成形するか、あるいは各別に 製作した後で溶接等により一体化するかは、製造コスト等を勘案し適宜選択して よいことである。Further, whether the contact plate material a and the bottom member b are integrally formed from the beginning, or whether they are separately manufactured and then integrated by welding or the like may be appropriately selected in consideration of manufacturing costs and the like. It is.
【0016】[0016]
図1〜7は、本考案の1実施形態に係る木造建築物における柱・土台締結構造 とその締結金具を示す。 1 to 7 show a pillar / base fastening structure and a fastening fitting thereof in a wooden building according to an embodiment of the present invention.
【0017】 Aは、十字状に交差する土台101〜104の交差部11に従来公知の手段す なわち切り刻み,穿孔,接着等により立設した横断面正方形状の柱である。 この柱Aには、前述の図12の壁体骨組における筋交い6,7と同じように、 一対の筋交いをハの字形に対称に配置されている(図示省略)。[0017] A is chopped conventional means ie the intersection 11 of the base 10 1 to 10 4 which intersect in a cross shape, drilling is a cross-sectional square pillar erected by bonding or the like. Similar to the brace 6 and 7 in the wall frame shown in FIG. 12 described above, a pair of the brace is symmetrically arranged on the pillar A in a C-shape (not shown).
【0018】 その柱Aは、上記土台101〜104に対向する側面121〜124に、いず れもその位置を上下に異にする横長角形の凹処131〜134を掘削形成してい る。 これによって、すなわち、同じ高さのところに2以上の凹処を形成しないこと によって、柱Aの同じ高さのところに生じる欠損部分を少なくし、該部分におけ る強度が低下するのを極力回避できる。[0018] The pillar A is drilled on a side surface 12 1 to 12 4 facing the base 10 1 to 10 4, nor any of the rest recess 131-134 oblong rectangular differing the position in the vertical Has formed. In this way, that is, by not forming two or more recesses at the same height, the number of defective portions generated at the same height of the column A is reduced, and the strength at this portion is reduced as much as possible. Can be avoided.
【0019】 また、柱Aは、たがいに反対側になる側面121と123、122と124の 間に、それぞれ上下2本のボルト貫通孔141と142、143と144を穿設 形成している。 これらのボルト貫通孔141〜144は、たがいに上下位置を異にするととも に、上記凹処131〜134ともその上下位置を異にしている。 これによって、すなわち、同じ高さのところに2以上の凹処やボルト貫通孔を 形成しないことによって、柱Aの同じ高さのところに生じる欠損部分を少なくし ているものである。Further, the pillar A are each the opposite side surfaces 12 1 and 12 3, 12 2 and between 12 4, the bolt holes 14 1 of the upper and lower two and 14 2, 14 3 and 14 4 Is formed. These bolt holes 14 1 to 14 4 are together with each other having different vertical positions, it is different from the vertical position even as the rest recess 131-134. By this means, that is, by not forming two or more recesses or bolt through holes at the same height, the number of defective portions generated at the same height of the column A is reduced.
【0020】 Bは上記柱Aと土台101〜104とを締結するのに使用する締結金具である 。 その締結金具Bは、柱Aの側面121〜124の一つに当接する当接板材aと 土台101〜104の一つに乗載固定する底部材bとからなる、側面略L形で一 体なものである。 本実施形態では、この締結金具Bを、当接板材aと底部材bを各別に作製した 後、これらを溶接等で接合してL形に一体化したものを示した。 しかし、この締結金具Bは、後述のように、当接板材aと底部材bを当初から 一体成形することもできること明らかで(図11)、いずれによるかは、必要個 数および製造コスト等の観点から適宜選択するとよいことである。[0020] B is a concluded brackets used to fasten the above-mentioned column A and the base 10 1 to 10 4. Its fastening bracket B is composed of a bottom member b which nono fixed to one of the abutment plate in contact with the one side surface 12 1 to 12 4 of the pillars A a and the base 10 1 to 10 4, the side surface substantially L It is a unit in shape. In the present embodiment, the fastener B is manufactured by separately forming the contact plate material a and the bottom member b, and then joining them by welding or the like to integrate them into an L-shape. However, as will be described later, it is clear that the contact fitting a and the bottom member b can be integrally formed from the beginning (FIG. 11). It is good to select appropriately from the viewpoint.
【0021】 151〜154は、当接板材aの縦中心線上に所要の間隔で列設したボルト挿 込み孔で、柱Aの上記ボルト貫通孔141〜144と同じ列設間隔をなしている 。 161〜164は、当接板材aの縦中心線の側方に上下方向に所要の間隔で列 設した取付け孔で、縦中心線の側方左右対称位置に2個ずつ配置されている。[0021] 15 1-15 4 is a contact plate bolt interpolation included holes and column set at required intervals on the longitudinal center line of a, the same column set interval as the bolt through-holes 14 1 to 14 4 of the pillars A No. 161-164 is a mounting hole that column set at required intervals on the side of the longitudinal center line in the vertical direction of the abutment plate a, two on side symmetrical position of the longitudinal center line is located .
【0022】 cは係止片で、それは、柱Aの上記凹処131〜134に嵌入する大きさの横 長角形をなすとともに、一側面に左右一対の小ボルト17を突設してなり、その 一対の小ボルト17を、上記取付け孔161〜164のうちの任意の段のものに 挿通し、ナット18で緊締することにより、当接板材aの背面の所要の高さのと ころに自由に固定できるようにしてある。なお、19は当接板材aに設けた釘孔 である。[0022] c in the locking piece, which, together form a horizontal length rectangular sized to fit into the rest recess 131-134 pillars A, and projecting the left and right pair of small bolts 17 on one side becomes, the pair of small bolts 17, inserted into any stage of the above mounting hole 161-164, by tightening a nut 18, the required height of the back of the abutment plate a It can be fixed freely here. Reference numeral 19 denotes a nail hole provided in the contact plate member a.
【0023】 上記底部材bは、ボルト挿込み孔20を設けた底板21の周囲に起立壁22を 設けてなり、その底板21と当接板材aとの間に、補強結合片23を溶接設立し ている。 このように、底部材bは、単に底板21のみからなるのではなく、その周囲に 起立壁22を設けていることにより、その強度を著しく高くしている。The bottom member b has an upright wall 22 provided around a bottom plate 21 provided with a bolt insertion hole 20, and a reinforcing connection piece 23 is welded between the bottom plate 21 and the contact plate a. are doing. As described above, the strength of the bottom member b is remarkably increased by providing not only the bottom plate 21 but also the upright wall 22 around the bottom member b.
【0024】 なお、図5に示すように、上記起立壁22または補強結合片23に、透孔22 1 または231を開設しておくと、その起立壁22または補強結合片23に、周 囲に架設する適宜の部材を連結するのに利用できるから便利である。As shown in FIG. 5, the upright wall 22 or the reinforcing connecting piece 23 is provided with a through hole 22. 1 Or 231It is convenient to set up an opening so that it can be used to connect an appropriate member installed around the periphery to the upright wall 22 or the reinforcing connecting piece 23.
【0025】 上記構成の締結金具Bにより土台101〜104の交差部11に柱Aを締結施 工するには、次のようにする。[0025] To conclude the construction stage the pillars A by fastening bracket B in the intersection portion 11 of the base 10 1 to 10 4 of the above construction is as follows.
【0026】 まず、4個の締結金具Bの各当接板材aの背面に、係止片cを、それぞれ取付 け孔161〜164を異にして取り付ける。すなわち、係止片cの固定高さを4 種にした4個の締結金具B1〜B4を用意する。Firstly, the back of each contact plate a four fastening brackets B, and locking pieces c, attached each different in mounting only holes 161-164. That is, providing a fastening bracket B 1 .about.B 4 four you four fixed height of the locking piece c.
【0027】 そして、上記係止片cを対応する凹処131〜134に嵌入させながら、その 4個の締結金具B1〜B4を、土台101〜104に乗載する。 これにより、土台101と103に乗載した締結金具B1とB3の係止片cが 柱Aの凹処131と133に嵌入係止し(図3)、また、土台102と104に 乗載した締結金具B2とB4の係止片cが柱Aの凹処132と134に嵌入係止 する(図4)。[0027] Then, while fitted in the rest recess 131-134 corresponding to the locking pieces c, the four fastening bracket B 1 .about.B 4, is nonoxynol the foundation 10 1 to 10 4. Thus, the locking piece c of the fastening bracket B 1 and B 3 that nonoxynol the foundation 10 1 and 10 3 are hermetically fitted engagement to rest recess 13 1 and 13 3 pillars A (FIG. 3), also, the base 10 locking piece c 2 and 10 4 fastening and nono the bracket B 2 and B 4 is fitted locking the rest recess 13 2 and 13 4 of the pillars a (FIG. 4).
【0028】 また、締結金具B1とB3の当接板材aのボルト挿込み孔151と153が、 柱Aの上記ボルト貫通孔141と142に一致し(図3)、締結金具B2とB4 の当接板材aのボルト挿込み孔152と154が、柱Aの上記ボルト貫通孔14 3 と144に一致する(図4)。Further, the fastening fitting B1And B3Bolt hole 15 of contact plate material a1And 153But the bolt through hole 14 of the column A1And 142(FIG. 3), and the fastener B2And B4 Bolt hole 15 of contact plate material a2And 154Is the bolt through hole 14 of the column A 3 And 144(FIG. 4).
【0029】 そこで、各土台にそのボルト貫通孔241の下方から挿通しボルト挿込み孔2 0から突出させた緊締ボルト24に、ナット25を螺合し緊締する。 さらに、ボルト挿込み孔151〜154とボルト貫通孔141〜144のそれ ぞれに、緊締ボルト26を挿通するとともに、それにナット27を螺合し緊締す る。 また、各締結金具B1〜B4の当接板材aに設けてある上記釘孔19を通じ止 め釘を打着する。[0029] Therefore, the tightening bolt 24 which projects from the bolt interpolation included holes 2 0 is inserted from below the bolt through-hole 24 1 in the foundation and screwed tightening the nut 25. Furthermore, the, respectively that of the bolt inserted inclusive holes 15 1 to 15 4 and the bolt through-holes 14 1 to 14 4, while inserting the tightening bolt 26, it you screwed tightening the nut 27. Also, compressed into wearing and stopper nails through the nail hole 19 is provided in the abutment plate a of the fastening bracket B 1 ~B 4.
【0030】 これによって、十字状に交差する土台101〜104の交差部11に立設した 柱Aを、4個の締結金具B1〜B4により、四側面において締結した柱・土台締 結構造ができあがる(図2〜4)。[0030] Thus, the pillar A erected at the intersection 11 of the base 10 1 to 10 4 which intersect in a cross shape, the four fastening brackets B 1 .about.B 4, column-base clamping entered into the four side surfaces The binding structure is completed (FIGS. 2 to 4).
【0031】 図8は、土台105の一端部に立設した柱Aを1個の締結金具Bで一側面にお いて締結した施工例を示している。[0031] FIG. 8 shows an example of construction that was fastened to have you on one side by one of the fastening bracket B pillars A erected at one end of the base 10 5.
【0032】 図9は、土台105の中央部に立設した柱Aを2個の締結金具Bで二側面にお いて締結した施工例を示している。なお、この場合には、その2個の締結金具B の係止片cおよび緊締ボルト26の位置が各々上下に異なるようにしている。[0032] Figure 9 shows a construction example of fastening have your pillar A erected in the center of the base 105 to the second side in the two fastening brackets B. In this case, the positions of the locking pieces c and the tightening bolts 26 of the two fasteners B are different from each other vertically.
【0033】 図10は、T字状をなす土台105と106の交差部に立設した柱Aを3個の 締結金具Bで三側面において締結した施工例を示している。なお、この場合には 、その3個の締結金具Bの係止片cおよび緊締ボルト26の位置が各々上下に異 なるようにしている。[0033] FIG. 10 shows a construction example in which the fastening in the three sides of the pillar A erected at the intersection of base 10 5 and 10 6 to form a T-shape with three fastening brackets B. In this case, the positions of the locking pieces c and the tightening bolts 26 of the three fasteners B are different from each other in the vertical direction.
【0034】 図11は、締結金具Bの他の例を示すもので、当接板材aと底部材bを当初か ら一体成形している。 係止片cについては、当接板材aの所要位置に溶接することにより取り付けて いる。したがって、係止片cの上下位置を異にする締結金具Bは、それぞれ各別 に製造しておく必要がある。 しかし、この場合においても、係止片cは、上記実施形態の場合のように、ボ ルトとナットで取付け孔161〜164に取り付けるようにしてもよいこと明ら かで、いずれにするかは、締結金具Bの必要個数と製造コスト等の観点から適宜 選択するとよい。FIG. 11 shows another example of the fastener B, in which the contact plate member a and the bottom member b are integrally formed from the beginning. The locking piece c is attached by welding to a required position of the contact plate a. Therefore, it is necessary to separately manufacture the fasteners B having different vertical positions of the locking pieces c. However, in this case, the locking piece c, as in the case of the above embodiment, the mounting holes 161-164 Ming et al or that may be attached to at bolts and nuts, to one It is advisable to appropriately select the number from the viewpoint of the required number of fasteners B and the manufacturing cost.
【0035】 なお、上記実施形態では、凹処および係止片を横長角形にしたものについて示 したが、これら凹処および係止片は、たがいに嵌合係止する形状であれば、正方 形,円形,その他任意の変形形状のものであってもよい。In the above-described embodiment, the recesses and the locking pieces are shown as having a rectangular shape. However, the recesses and the locking pieces may have a square shape as long as they can be fitted and locked together. , A circle, or any other deformed shape.
【0036】[0036]
以上詳述したところから明らかなように、本考案柱・土台締結構造によれば、 当接板材と底部材とが一体をなす締結金具が、その当接板材の係止片を柱の側面 の凹処に嵌合係止し、また、当接板材のボルト挿込み孔とこれに一致する柱のボ ルト貫通孔に挿通した緊締ボルトにナットを螺合緊締し、かつ、上記底部材のボ ルト挿込み孔とこれに一致する土台のボルト貫通孔に挿通した緊締ボルトにナッ トを螺合緊締していることよって、柱・土台が強固に締結されるので、当該壁体 骨組が水平力を受けた場合においても、柱が土台から浮き上がるのを阻止でき、 木造建築物の耐震性および耐風性の向上を図ることができる。 As is clear from the above detailed description, according to the pillar / base fastening structure of the present invention, the fastening fitting in which the abutment plate and the bottom member are integrated, the locking piece of the abutment plate is attached to the side of the pillar. The nut is fitted and locked in the recess, and a nut is screwed and tightened into a bolt inserted in the bolt insertion hole of the abutting plate and the bolt through hole of the column corresponding to the bolt insertion hole. Since the nut is screwed and tightened to the bolt insertion hole and the tightening bolt inserted into the corresponding bolt through hole of the base, the column and base are firmly fastened. In this case, the pillars can be prevented from floating from the base, and the seismic resistance and wind resistance of the wooden building can be improved.
【0037】 請求項2記載の本考案柱・土台締結構造によれば、柱が複数の側面において上 記締結金具により一層強固に締結される。 この場合、複数個の締結金具が、各々の当接板材を柱の複数の側面に当接する とともに、各々の底部材を、当接板材が当接する柱の上記各側面に対向する土台 に乗載し、かつ、上記各当接板材の各係止片が、柱の複数の側面において上下に 異なる位置の凹処に嵌合係止し、しかも、上記柱の対向する側面に当接する二つ の当接板材の各ボルト挿込み孔とこれに一致する柱のボルト貫通孔とが、それぞ れ上下に異なり、それらに挿通した緊締ボルトが、上下に異なる位置に配置され ナットを螺合し緊締されている。 このため、柱は、同じ高さの部分に、二つ以上の凹処またはボルト貫通孔を位 置させないので、該部分の欠損が最小限で済み、したがって、欠損による柱の強 度低下を極力防止できる。According to the pillar / base fastening structure according to the second aspect of the present invention, the pillar is more firmly fastened on the plurality of side faces by the fastening hardware. In this case, a plurality of fasteners abut each contact plate on a plurality of side surfaces of the column, and mount each bottom member on a base opposed to each side surface of the column with which the contact plate abuts. And each locking piece of each of the abutting plate members fits and locks in a recess at a different position in the vertical direction on a plurality of side surfaces of the column, and furthermore, the two locking members abut against the opposite side surfaces of the column. Each bolt insertion hole of the contact plate and the corresponding bolt through hole of the column differ vertically, and the tightening bolts passed through them are arranged at different positions vertically and screwed nuts to tighten. Have been. For this reason, the pillar does not have two or more recesses or bolt through-holes located at the same height, so that the loss of the portion is minimized, and the loss of strength of the pillar due to the loss is minimized. Can be prevented.
【0038】 請求項3の本考案柱・土台締結構造によれば、柱に一対の筋交いをハの字形に 対称に配置してなる構成の壁体骨組における当該柱の締結が十分に行われること になり、そのような壁体骨組が水平力を受けた場合において、その柱が土台から 浮き上がるのを防止できる。According to the pillar / base fastening structure of the third aspect of the present invention, the pillars are sufficiently fastened in the wall frame having a pair of braces arranged symmetrically in a C-shape on the pillars. Therefore, when such a wall frame is subjected to a horizontal force, the column can be prevented from rising from the base.
【0039】 本考案締結金具によれば、上記柱・土台締結構造を簡単に施工できる。また、 本考案締結金具は、構成が簡単で、製造が容易であり、耐力の十分な製品を経済 的に得ることが可能である。According to the fastener of the present invention, the above-mentioned pillar / base fastening structure can be easily constructed. In addition, the fastener of the present invention has a simple structure, is easy to manufacture, and can economically obtain a product having a sufficient strength.
【図1】十字状に交差する土台の交差部に柱を立設した
状態の斜視図である。FIG. 1 is a perspective view of a state in which a pillar is erected at an intersection of a base crossing in a cross shape.
【図2】本考案の1実施形態に係る柱・土台締結構造の
施工例の平面図である。FIG. 2 is a plan view of a construction example of a pillar / base fastening structure according to an embodiment of the present invention.
【図3】図2のI−I線断面図である。FIG. 3 is a sectional view taken along line II of FIG. 2;
【図4】図2のII−II線断面図である。FIG. 4 is a sectional view taken along line II-II of FIG. 2;
【図5】本考案の1実施形態に係る柱・土台締結構造に
ための締結金具の断面図である。FIG. 5 is a cross-sectional view of a fastener for a pillar / base fastening structure according to an embodiment of the present invention.
【図6】図5の締結具の側面図である。FIG. 6 is a side view of the fastener of FIG. 5;
【図7】図5の締結具の正面図である。FIG. 7 is a front view of the fastener of FIG. 5;
【図8】本考案の1実施形態に係る柱・土台締結構造の
他の施工例の平面図である。FIG. 8 is a plan view of another construction example of the column / base fastening structure according to the embodiment of the present invention.
【図9】本考案の1実施形態に係る柱・土台締結構造の
さらに他の施工例の平面図である。FIG. 9 is a plan view of yet another example of construction of the column / base fastening structure according to the embodiment of the present invention.
【図10】本考案の1実施形態に係る柱・土台締結構造
のさらに他の施工例の平面図である。FIG. 10 is a plan view of still another construction example of the column / base fastening structure according to the embodiment of the present invention.
【図11】本考案の1実施形態に係る柱・土台締結構造
にための締結金具の他の例の斜視図である。FIG. 11 is a perspective view of another example of the fastener for the pillar / base fastening structure according to the embodiment of the present invention.
【図12】木造建築物において、柱と梁および土台で形
成されかつ対角線の位置に筋交いを組み入れてなる壁体
骨組が、水平力を受けたときの挙動を示す説明図であ
る。FIG. 12 is an explanatory diagram showing a behavior of a wooden building formed by pillars, beams, and a base and having a brace incorporated at diagonal positions when a horizontal force is applied.
A 柱 B 締結金具 a 当接板材 b 底部材 c 係止片 101〜104 土台 131〜134 凹処 141〜144 ボルト貫通孔 151〜154 ボルト挿込み孔 161〜164 取付け孔 20 ボルト挿込み孔 21 底板 22 起立壁 23 補強結合片 24 緊締ボル 241 ボルト貫通孔 25 ナット25 26 緊締ボルト 27 ナットA pillar B fastening fitting a contact plate b bottom member c locking pieces 10 1 to 10 4 base 131-134 rest recess 14 1-14 4 bolt holes 15 1 to 15 4 volt interpolation inclusive holes 161-164 4 Mounting Hole 20 Bolt Insertion Hole 21 Bottom Plate 22 Standing Wall 23 Reinforcement Joint Piece 24 Tightening Bol 24 1 Bolt Through Hole 25 Nut 25 26 Tightening Bolt 27 Nut
Claims (14)
一体な締結金具が、上記当接板材を柱の側面に当接する
とともに、上記底部材を土台に乗載していること、 上記当接板材の係止片が、柱の側面の凹処に嵌合係止し
ていること、 上記当接板材のボルト挿込み孔とこれに一致する柱のボ
ルト貫通孔に緊締ボルトを挿通し、それにナットを螺合
し緊締していること、 上記底部材のボルト挿込み孔とこれに一致する土台のボ
ルト貫通孔に緊締ボルトを挿通するとともに、それにナ
ットを螺合し緊締していることを特徴とする木造建築物
における柱・土台締結構造。1. An abutment plate member and a bottom member having a substantially L-shaped side surface and an integral fastener abuts the contact plate material on a side surface of a pillar and mounts the bottom member on a base. The locking piece of the contact plate is fitted and locked in the recess on the side surface of the column. The bolt is inserted into the bolt insertion hole of the contact plate and the bolt through hole of the column corresponding thereto. The nut is screwed and tightened into it, and the tightening bolt is inserted into the bolt insertion hole of the bottom member and the bolt through hole of the base that matches this, and the nut is screwed and tightened. A pillar / base fastening structure for wooden buildings, characterized in that:
一体な複数個の締結金具が、各々の当接板材を柱の複数
の側面に当接するとともに、各々の底部材を、当接板材
が当接する柱の上記各側面に対向する土台に乗載してい
ること、 上記各当接板材の各係止片が、柱の複数の側面において
上下に異なる位置の凹処に嵌合係止していること、 上記柱の対向する側面に当接する二つの当接板材の各ボ
ルト挿込み孔とこれに一致する柱のボルト貫通孔とが、
それぞれ上下に異なり、それらに挿通した緊締ボルト
が、上下に異なる位置に配置されナットを螺合し緊締さ
れていること、 上記底部材のボルト挿込み孔とこれに一致する土台のボ
ルト貫通孔に緊締ボルトを挿通し、それにナットを螺合
し緊締していることを特徴とする木造建築物における柱
・土台締結構造。2. A plurality of fasteners, each of which has a substantially L-shaped side surface with a contact plate and a bottom member, and abuts each contact plate with a plurality of side surfaces of a pillar. , That the contact plate material rests on the base opposing each side surface of the column with which the contact plate material abuts, and that each locking piece of each contact plate material is in a recess at a position different vertically in a plurality of side surfaces of the column Being fitted and locked, each bolt insertion hole of the two abutting plate members abutting the opposing side surfaces of the column and the bolt through hole of the column corresponding thereto,
The bolts are different from each other vertically, and the tightening bolts passed through them are arranged at different positions vertically and screwed together with nuts and tightened, and the bolt insertion hole of the bottom member and the bolt through hole of the base corresponding to this A pillar / base fastening structure for a wooden building, wherein a fastening bolt is inserted and a nut is screwed into the fastening bolt.
に配置していることを特徴とする請求項1または2記載
の木造建築物における柱・土台締結構造。3. The column / base fastening structure in a wooden building according to claim 1, wherein the column has a pair of braces arranged symmetrically in a C shape.
定されていることを特徴とする請求項1,2または3記
載の木造建築物における柱・土台締結構造。4. The column / base fastening structure in a wooden building according to claim 1, wherein the locking piece is fixed to the contact plate by welding or the like.
に補強結合片を溶接設立していることを特徴とする請求
項1,2,3または4記載の木造建築物における柱・土
台締結構造。5. A pillar in a wooden building according to claim 1, wherein the fastening member has a reinforcing connection piece welded between the contact plate and the bottom member.・ Base fastening structure.
を設けた底板に起立壁を設けてなることを特徴とする請
求項1,2,3,4または5記載の木造建築物における
柱・土台締結構造。6. A wooden building according to claim 1, wherein said fastening member is provided with an upright wall on a bottom plate provided with a bolt insertion hole of said bottom member. Column / base fastening structure.
け孔を上下に所要の間隔で列設し、係止片は、上記取付
け孔の上下に異なる位置のものに取り付けられているこ
とを特徴とする請求項2,3,4,5または6記載の木
造建築物における柱・土台締結構造。7. A plurality of mounting holes for mounting the locking pieces on the contact plate at predetermined intervals above and below the locking pieces, and the locking pieces are mounted at different positions above and below the mounting holes. The pillar / base fastening structure in a wooden building according to claim 2, 3, 4, 5 or 6.
する底部材とが、側面略L形をなして一体をなしている
こと、 上記当接板材が、柱の側面の凹処に嵌合係止する係止片
を備え、かつ、柱のボルト貫通孔一致するボルト挿込み
孔を設けていること、 上記底部材が、土台のボルト貫通孔に一致するボルト挿
込み孔を備えていることを特徴とする木造建築物におけ
る柱・土台締結構造のための締結金具。8. A contact plate material contacting the side surface of the column and a bottom member mounted on the base are substantially L-shaped on the side surface and are integrally formed. A locking piece that fits and locks at a location, and a bolt insertion hole that matches the bolt through-hole of the column is provided; and the bottom member has a bolt insertion hole that matches the bolt through-hole of the base. A fastener for a pillar / base fastening structure in a wooden building, comprising:
り固定されていることを特徴とする請求項8記載の木造
建築物における柱・土台締結構造のための締結金具。9. The fastening fitting for a column / base fastening structure in a wooden building according to claim 8, wherein the locking piece is fixed to the contact plate by welding or the like.
片を溶接設立していることを特徴とする請求項8または
9記載の木造建築物における柱・土台締結構造のための
締結金具。10. A fastening for a column / base fastening structure in a wooden building according to claim 8, wherein a reinforcing connecting piece is welded between the contact plate and the bottom member. Metal fittings.
板に起立壁を設けてなることを特徴とする請求項8,9
または10記載の木造建築物における柱・土台締結構造
のための締結金具。11. An upright wall provided on a bottom plate provided with a bolt insertion hole of the bottom member.
Or a fastener for a pillar / base fastening structure in a wooden building according to 10.
の取付け孔を上下に所要の間隔で列設していることを特
徴とする請求項8,9,10または11記載の木造建築
物における柱・土台締結構造のための締結金具。12. A wooden building according to claim 8, wherein said abutment plate has a plurality of mounting holes for mounting said locking pieces arranged vertically at required intervals. Metal fittings for pillar / base fastening structures.
れていることを特徴とする請求項8,9,10,11ま
たは12記載の木造建築物における柱・土台締結構造の
ための締結金具。13. A fastening for a column / base fastening structure in a wooden building according to claim 8, wherein the contact plate and the bottom member are integrally formed from the beginning. Metal fittings.
し一体化していることを特徴とする請求項8,9,1
0,11または12記載の木造建築物における柱・土台
締結構造のための締結金具。14. The contact plate material and the bottom member manufactured separately are welded and integrated with each other.
A fastening fitting for a pillar / base fastening structure in a wooden building described in 0, 11 or 12.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001005848U JP3084496U (en) | 2001-09-04 | 2001-09-04 | Pillar / base fastening structure and its fasteners in wooden buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001005848U JP3084496U (en) | 2001-09-04 | 2001-09-04 | Pillar / base fastening structure and its fasteners in wooden buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3084496U true JP3084496U (en) | 2002-03-22 |
Family
ID=43235965
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001005848U Expired - Fee Related JP3084496U (en) | 2001-09-04 | 2001-09-04 | Pillar / base fastening structure and its fasteners in wooden buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3084496U (en) |
-
2001
- 2001-09-04 JP JP2001005848U patent/JP3084496U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6532713B2 (en) | Joint structure for joining composite beam and column | |
JP5203101B2 (en) | Wooden bracing corner mounting structure | |
JP3084496U (en) | Pillar / base fastening structure and its fasteners in wooden buildings | |
JP3546819B2 (en) | Joint structure of composite beam and column | |
JP3549488B2 (en) | Brace for wooden framed houses | |
JP3661586B2 (en) | Portal frame | |
JP2002081133A (en) | Bearing wall construction in wooden framework | |
JP4551010B2 (en) | Steel foundation structure using channel steel | |
JP2609143B2 (en) | Frame structure | |
JPH0967862A (en) | Binding reinforcing metal fitting | |
JP4837393B2 (en) | Column and foundation joining device | |
JP3007389U (en) | Connection structure of foundation, pillar and brace in wooden building | |
JP3441851B2 (en) | Reinforcement hardware for wooden buildings | |
JP6410367B2 (en) | Reinforcing brackets for wooden buildings | |
JP3015580U (en) | Joining structure of horizontal materials for wooden structures and its tools | |
JP2002266430A (en) | Reinforcing hardware for wooden building | |
JP2884401B2 (en) | Brace connection structure and its combination with bolts and bolt row plate | |
JP3049439U (en) | Bracing fixture | |
JP3377970B2 (en) | Corner reinforcement structure of building | |
JPH1181454A (en) | Connecting structure for column and beam | |
JP2507890Y2 (en) | Mounting structure for horizontal members in an assembled house | |
JP3650097B2 (en) | Foundation for steel columns in buildings | |
JPH1181529A (en) | Wall panel and bearing wall | |
JPH0372130A (en) | Metallic material for building construction | |
JP2000104341A (en) | Bracing metal-fitting set |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |