JP2003213803A - Column base structure - Google Patents

Column base structure

Info

Publication number
JP2003213803A
JP2003213803A JP2002011279A JP2002011279A JP2003213803A JP 2003213803 A JP2003213803 A JP 2003213803A JP 2002011279 A JP2002011279 A JP 2002011279A JP 2002011279 A JP2002011279 A JP 2002011279A JP 2003213803 A JP2003213803 A JP 2003213803A
Authority
JP
Japan
Prior art keywords
column base
column
base structure
heat insulating
foundation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2002011279A
Other languages
Japanese (ja)
Other versions
JP2003213803A5 (en
Inventor
Tetsufumi Tsutsumi
哲文 堤
Masaya Hayashi
雅也 林
Atsushi Iwamae
篤 岩前
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2002011279A priority Critical patent/JP2003213803A/en
Publication of JP2003213803A publication Critical patent/JP2003213803A/en
Publication of JP2003213803A5 publication Critical patent/JP2003213803A5/ja
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To realize column base structure enhancing durability by preventing the deterioration of a column member caused by dew condensation of column base hardware in view of the possibility of impairing the durability of the column base structure and the earthquake resistance of a building due to decay fungi easily breeding in the column member containing moisture in the occurrence of such a phenomenon as to suck up moisture and to get stuffy at the lower end part of the column member close to the column base hardware by dew condensation on the surface of the column base hardware bound to a foundation. <P>SOLUTION: A heat insulating layer 2 formed of a plate member made of PVC or nylon resin with heat insulating property, waterproofness and high compressive strength is interposed between the bottom face of the column member 6 and the column base hardware 3 receiving the bottom face. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、木造建築物の柱
脚構造に関する。
TECHNICAL FIELD The present invention relates to a column base structure of a wooden building.

【0002】[0002]

【従来の技術】従来、木造建築物においては、鉄筋コン
クリート等の基礎の上に木質材からなる土台を取り付
け、この土台上に木質材からなる柱材を立設するといっ
た柱脚構造が一般的に採用されていた。しかし、先の阪
神大震災では、柱が土台から引き抜ける被害が多数報告
され、より強固な柱脚の接合構造が求められていた。
2. Description of the Related Art Conventionally, in a wooden building, a column base structure is generally used in which a base made of wood is mounted on a foundation such as reinforced concrete, and a pillar made of wood is erected on the base. Was adopted. However, in the previous Great Hanshin Earthquake, there were many reports of damage caused by columns pulling out from the base, and a stronger column base joint structure was required.

【0003】このような課題に対し、本出願人は基礎と
柱との間に土台を介在させず、柱脚金物を介して基礎上
に直接柱材を立設する柱脚構造の研究を重ね、その実用
化を図っている。
In order to solve such a problem, the applicant of the present invention has conducted extensive research on a column base structure in which a base material is erected directly on the foundation through a column base metal fitting without interposing a foundation between the foundation and the column. , Is trying to put it into practical use.

【0004】この柱脚構造は、図4及び図5に示される
ように柱脚金物3を基礎73に固定し、この柱脚金物3
を介して柱材6を接合するものである。図4は柱脚金物
3の縦断面図、図5は図4に直交する断面方向の縦断面
図をそれぞれ示している。
In this column base structure, the column base metal member 3 is fixed to a foundation 73 as shown in FIGS.
The column member 6 is joined via the. FIG. 4 is a vertical sectional view of the column base metal 3, and FIG. 5 is a vertical sectional view in a sectional direction orthogonal to FIG.

【0005】柱脚金物3は、鋼材により一体に形成され
た台座部4と直立片5とを備える。
The column base metal fitting 3 comprises a pedestal portion 4 and an upright piece 5 which are integrally formed of steel.

【0006】台座部4は、所定の厚さを有する上底板4
1及び下底板42を有し、上底板41と下底板42と
は、上面視十字状に接合された連結部43を介し、上下
方向に一定の距離を隔てて結合されている。上底板41
は、柱材6の下端面全面と接して、これを支持しうる大
きさに形成され、その上面において柱材6の下端面を受
止する。一方、下底板42は、上底板41と略同一形状
に形成されるとともに、基礎73に埋め込まれたアンカ
ーボルト74の上端部分を挿通させうる複数個のボルト
固定穴42bを有している。また、上底板41には、ボ
ルト固定穴42bの直上部分に切欠部41aが適宜設け
られ、ボルト固定穴42bに挿通させたアンカーボルト
74とナット75との締結を容易にする配慮がなされて
いる。
The pedestal portion 4 is an upper bottom plate 4 having a predetermined thickness.
1 and the lower bottom plate 42, the upper bottom plate 41 and the lower bottom plate 42 are joined at a certain distance in the vertical direction via a connecting portion 43 joined in a cross shape in a top view. Upper bottom plate 41
Is formed in such a size that it can come into contact with the entire lower end surface of the pillar member 6 and support it, and the lower end surface of the pillar member 6 is received on the upper surface thereof. On the other hand, the lower bottom plate 42 is formed in substantially the same shape as the upper bottom plate 41, and has a plurality of bolt fixing holes 42b into which the upper end portions of the anchor bolts 74 embedded in the foundation 73 can be inserted. Further, the upper bottom plate 41 is appropriately provided with a notch portion 41a immediately above the bolt fixing hole 42b so as to facilitate the fastening of the anchor bolt 74 and the nut 75 inserted through the bolt fixing hole 42b. .

【0007】直立片5は、台座部4の上底板41の上面
側に立設される。直立片5は柱材6の幅に相当する横幅
を有する板状体であり、柱材6の下端部に設けられたス
リット61に嵌入される。また、この直立片5には、複
数個の取付穴51が設けられている。
The upright piece 5 is erected on the upper surface side of the upper bottom plate 41 of the pedestal portion 4. The upright piece 5 is a plate-like body having a lateral width corresponding to the width of the pillar 6, and is fitted into a slit 61 provided at the lower end of the pillar 6. Further, the upright piece 5 is provided with a plurality of mounting holes 51.

【0008】このような柱脚金物3は、台座部4を基礎
73上に載置し、ボルト固定穴42bに挿通させたアン
カーボルト74にナット75を締結することにより、基
礎73に緊結される。
Such a column base metal fitting 3 is tightly connected to the foundation 73 by placing the pedestal portion 4 on the foundation 73 and fastening a nut 75 to the anchor bolt 74 inserted through the bolt fixing hole 42b. .

【0009】柱材6は、基礎73上に緊結された柱脚金
物3の直立片5をスリット61へ嵌入することにより柱
脚金物3上に立設される。このとき、柱材6の底面は、
上底板41の上面に当接する。また、柱材6の側面に
は、予めピン挿通孔62及びボルト挿通孔63が設けら
れている。これらピン挿通孔62及びボルト挿通孔63
は、柱材6が柱脚金物3上に立設されたとき、スリット
61に嵌入された直立片5の取付穴51と、それぞれ合
致する位置に形成される。そして、柱材6の側面から、
ピン挿通孔62にドリフトピン71を嵌入するととも
に、ボルト挿通孔63にボルト72等の止着具を嵌入固
定することにより、柱材6が柱脚金物3に緊結される。
The column member 6 is erected on the column base metal member 3 by inserting the upright piece 5 of the column base metal member 3 tightly connected to the foundation 73 into the slit 61. At this time, the bottom surface of the pillar material 6 is
It contacts the upper surface of the upper bottom plate 41. Further, a pin insertion hole 62 and a bolt insertion hole 63 are provided in advance on the side surface of the pillar member 6. These pin insertion hole 62 and bolt insertion hole 63
Are formed at positions that respectively match the mounting holes 51 of the upright pieces 5 fitted in the slits 61 when the pillar member 6 is erected on the pillar leg metal member 3. Then, from the side surface of the pillar member 6,
By fitting the drift pin 71 into the pin insertion hole 62 and fitting and fixing a fastening tool such as a bolt 72 into the bolt insertion hole 63, the column member 6 is tightly connected to the column base metal piece 3.

【0010】[0010]

【発明が解決しようとする課題】前記のような柱脚構造
において、鋼材からなる柱脚金物は、コンクリート同様
熱容量が大きいので、暖まりにくく冷めにくいという特
性を有する。周知のように地盤は外気の温度変動と比較
し、1年を通して安定した温度を示す。この影響により
床下空間は夏涼しく、冬に温かいという温度を示す特徴
がある。このため春先の季節や梅雨時期等において床下
温湿度と比較して高温多湿な外気が床下空間に進入した
場合、地盤の影響で温度の低い柱脚金物の表面に結露を
生じることがある。
In the column base structure as described above, since the column base metal member made of steel has a large heat capacity like concrete, it has a characteristic that it is hard to heat and hard to cool. As is well known, the ground shows a stable temperature throughout the year as compared with the temperature fluctuation of the outside air. Due to this effect, the space under the floor is cool in summer and warm in winter. For this reason, in the early spring season or the rainy season, when the outside air, which is hotter and more humid than the underfloor temperature and humidity, enters the underfloor space, dew condensation may occur on the surface of the column pedestal having a low temperature due to the influence of the ground.

【0011】とくに問題となるのは、柱脚金物と柱材と
の接触部分近傍である。柱材は木質材からなるため、吸
湿性が高い。よって、柱脚金物の表面に結露が起こる
と、柱材がその水分を吸い上げたり、柱脚金物表面の湿
気により柱材の下端部がむれたりする現象が起こってし
まう。そしていずれの場合にも、湿気を含んだ柱材の下
端部に腐朽菌が繁殖しやすくなり、悪化すれば柱脚構造
の耐久性や建物の耐震性が損なわれる虞がある。
A particular problem is in the vicinity of the contact portion between the column base metal member and the column member. Since the pillars are made of wood, they have high hygroscopicity. Therefore, when dew condensation occurs on the surface of the column base metal, the column material may absorb the moisture, or the lower end portion of the column base may be peeled due to the moisture on the surface of the column base metal. In any case, decay fungi are likely to propagate at the lower end of the column material containing moisture, and if it deteriorates, the durability of the column base structure and the earthquake resistance of the building may be impaired.

【0012】本発明は以上のような点に鑑みてなされた
ものであり、その目的とするところは、柱脚金物に生じ
る表面結露による柱材の腐朽を防止して、耐久性や耐震
性に優れた高強度の柱脚構造を実現することにある。
The present invention has been made in view of the above points, and an object of the present invention is to prevent the pillar material from decaying due to the surface dew condensation on the pillar pedestal, thereby improving durability and earthquake resistance. It is to realize an excellent high-strength column base structure.

【0013】[0013]

【課題を解決するための手段】前記の目的を達成するた
め、本発明は、木質材からなる柱材の底面と基礎に固定
された柱脚金物との間に熱絶縁層を介在させたことを特
徴とする。
In order to achieve the above-mentioned object, the present invention has a heat insulating layer interposed between the bottom surface of a column made of wood and a column pedestal fixed to a foundation. Is characterized by.

【0014】この発明によれば、柱材の底面と柱脚金物
との熱絶縁を図ることができる。ここで、木質材とは、
一般木材のほか、集成材や、木材と他素材との複合素材
など、木材又はその加工品を主要な素材とする材料全般
を含む。
According to the present invention, thermal insulation between the bottom surface of the column member and the column pedestal can be achieved. Here, the wood material
In addition to general wood, it includes general materials such as laminated wood and composite materials of wood and other materials with wood or its processed products as the main material.

【0015】また、前記熱絶縁層は塩化ビニル又はナイ
ロン樹脂からなる板材が特に好ましい。
The heat insulating layer is particularly preferably a plate material made of vinyl chloride or nylon resin.

【0016】この場合、柱脚金物と柱材との熱絶縁を図
ることができるとともに、柱材がその下端部から水分や
湿気を吸い上げるのを防止することができる。
In this case, thermal insulation between the column base metal member and the column member can be achieved, and it is possible to prevent the column member from absorbing moisture and humidity from the lower end portion thereof.

【0017】[0017]

【発明の実施の形態】以下、本発明に係る柱脚構造の実
施の形態について、図面を参照しつつ説明する。なお、
柱脚金物の構成や基礎との緊結構造については、前記従
来の技術において説明したものとほぼ同様であるため、
ここではその詳細な説明は省略する。また従来の技術に
おける構成部材と同一の構成部材については同符号を用
いて説明することとする。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a column base structure according to the present invention will be described below with reference to the drawings. In addition,
Since the structure and the tight connection structure with the foundation of the pillar pedestal are almost the same as those described in the above-mentioned conventional technique,
The detailed description is omitted here. Further, the same components as those in the conventional technique will be described using the same reference numerals.

【0018】図1及び図2は本発明の実施の形態を示
し、図1は柱脚金物3の直立片5に平行な断面方向にお
ける縦断面図、図2は図1に直交する断面方向における
縦断面図をそれぞれ示している。
1 and 2 show an embodiment of the present invention. FIG. 1 is a longitudinal sectional view in a sectional direction parallel to an upright piece 5 of a column base metal piece 3, and FIG. 2 is a sectional direction orthogonal to FIG. Each of the vertical sectional views is shown.

【0019】本発明の柱脚構造1は、木質材からなる柱
材6の底面と基礎73に固定された柱脚金物3との間に
熱絶縁層2が介在されたものである。前記のように、柱
脚金物3は上底板41の上面側に直立片5を備え、この
直立片5が、柱材6に形成されたスリット61に嵌合さ
れる。本実施の形態においては、立設された柱材6の底
面が当接する上底板41の上面に、熱絶縁層2が設けら
れている。
In the column base structure 1 of the present invention, the heat insulating layer 2 is interposed between the bottom surface of the column member 6 made of wood and the column base metal member 3 fixed to the foundation 73. As described above, the column base metal fitting 3 is provided with the upright pieces 5 on the upper surface side of the upper bottom plate 41, and the upright pieces 5 are fitted into the slits 61 formed in the column member 6. In the present embodiment, the heat insulating layer 2 is provided on the upper surface of the upper bottom plate 41 with which the bottom surface of the upright pillar member 6 abuts.

【0020】この熱絶縁層2は、所定厚さの板材を柱脚
金物3の上底板41の上面に張り付けて形成される。こ
こでは、熱絶縁層2に塩化ビニル樹脂(PVC)からな
る板材を用いている。この塩化ビニル樹脂による熱絶縁
層2は、熱絶縁性及び防水性に優れ、圧縮強度が大き
い。よって、柱脚金物3の表面に結露を生じた場合で
も、柱材6が底面からその水分や湿気を吸い上げること
を防止できる。なお、熱絶縁層2に用いられる素材は塩
化ビニル樹脂に限られず、熱絶縁性及び防水性に優れ、
圧縮強度の大きい他の材料、例えばナイロン、ポロプロ
ピレン、ポリエチレン、合成ゴムなどの板材若しくは発
泡体又は防腐剤を含浸させた木材等を用いてもよい。
The heat insulating layer 2 is formed by sticking a plate material having a predetermined thickness on the upper surface of the upper bottom plate 41 of the column base metal piece 3. Here, a plate material made of vinyl chloride resin (PVC) is used for the heat insulating layer 2. The heat insulating layer 2 made of this vinyl chloride resin has excellent heat insulating properties and waterproof properties, and has a large compressive strength. Therefore, even if dew condensation occurs on the surface of the column base metal article 3, it is possible to prevent the column material 6 from sucking up moisture or humidity from the bottom surface. The material used for the heat insulation layer 2 is not limited to vinyl chloride resin, and has excellent heat insulation and waterproof properties,
Other materials having high compressive strength, for example, plate material or foam such as nylon, polypropylene, polyethylene, synthetic rubber, or wood impregnated with a preservative may be used.

【0021】以上のような構成により、柱脚構造1で
は、柱材6の底面と基礎73に緊結された柱脚金物3と
の熱絶縁を果たすとともに、柱脚金物3の表面に生じる
結露水等を柱材6が吸い上げるのを防止できる。これに
より、柱材6の下端部における腐朽を防止し、柱材6の
耐久性を高めた柱脚構造とすることができる。
With the above structure, in the column base structure 1, the bottom surface of the column member 6 and the column base metal fitting 3 tightly bound to the foundation 73 are thermally insulated, and the dew condensation water generated on the surface of the column base metal fitting 3 is provided. It is possible to prevent the pillar material 6 from sucking up the above. As a result, it is possible to prevent the lower end portion of the column member 6 from decaying and to provide a column base structure in which the durability of the column member 6 is improved.

【0022】なお、本実施の形態に示した柱脚金物3
は、図4に示したものと同様に、直立片5の上方4箇所
に均等に配された取付穴51と、中央に配されたボルト
挿通用の取付穴51とを有するものであるが、本発明を
構成する柱脚金物3の形態はこれに限られない。柱脚金
物3は他に、図3(a)に示されるように直立片5の上
方4箇所に均等に取付穴51が配されたものであっても
よい。また、図3(b)及び同図(c)に示されるよう
に、取付穴51が直立片5にそれぞれ2箇所或いは1箇
所のみに形成されたものであってもよい。このような取
付穴51の個数は、柱材6の断面形状、大きさ又は要求
される強度等に合わせて適宜決定される。また、直立片
5は、図3(c)に示されるように、上底板41の上面
に所定間隔を隔てて互いに平行に2片設けられるような
ものであってもよい。また、台座部4の上底板41及び
下底板42は、ともに略正方形の板状体に限られず、所
定の厚さを有する長方形、その他の形状の板状体であっ
てもよく、柱材6の断面形状に合わせて選択される。さ
らに連結部43の形状についても、図3(a)に示され
るように上面視十字状であってもよいし、図3(b)及
び同図(c)に示されるように上面視X字状であっても
よい。
Incidentally, the column base metal fitting 3 shown in the present embodiment
4 has mounting holes 51 evenly arranged at four locations above the upright piece 5 and a mounting hole 51 for inserting a bolt, which is arranged at the center, like the one shown in FIG. The form of the pedestal metal fitting 3 constituting the present invention is not limited to this. Alternatively, as shown in FIG. 3 (a), the column base metal fitting 3 may have mounting holes 51 evenly arranged at four locations above the upright piece 5. Further, as shown in FIGS. 3B and 3C, the mounting holes 51 may be formed in the upright piece 5 at two positions or only one position, respectively. The number of such mounting holes 51 is appropriately determined according to the cross-sectional shape, size, required strength, and the like of the pillar member 6. Further, as shown in FIG. 3C, the upright piece 5 may be one in which two pieces are provided on the upper surface of the upper bottom plate 41 in parallel with each other at a predetermined interval. Further, the upper bottom plate 41 and the lower bottom plate 42 of the pedestal portion 4 are not limited to substantially square plate-like bodies, and may be rectangular or other shaped plate-like bodies having a predetermined thickness. Is selected according to the cross-sectional shape of. Further, the shape of the connecting portion 43 may be a cross shape in a top view as shown in FIG. 3A, or an X shape in a top view as shown in FIGS. 3B and 3C. It may be a shape.

【0023】[0023]

【発明の効果】以上説明したように、本発明に係る柱脚
構造は、柱材の底面と基礎に固定された柱脚金物との間
に熱絶縁層を介在させたことにより、柱脚金物と柱材と
の熱絶縁を図り、柱材木口面からの水分の吸い上げを防
止することができる。この結果、柱材と柱脚金物との間
の結露を生じた場合でも、結露よる柱材の腐朽を防止す
ることができ、高強度の合理的な柱脚構造が得られると
ともに、柱材、延いては本発明の柱脚構造を用いた木造
建築物の耐久性を高めることができるものである。
As described above, the column base structure according to the present invention has the thermal insulation layer interposed between the bottom surface of the column member and the column base metal member fixed to the foundation. It is possible to achieve heat insulation between the column material and the column material, and prevent moisture from being sucked up from the mouth of the column material. As a result, even when dew condensation occurs between the column material and the column pedestal, it is possible to prevent the column material from decaying due to dew condensation, and a high-strength rational column base structure can be obtained, and the column material, As a result, the durability of the wooden construction using the column base structure of the present invention can be improved.

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

【図1】本発明に係る柱脚構造を示す縦断面図である。FIG. 1 is a vertical cross-sectional view showing a column base structure according to the present invention.

【図2】本発明に係る柱脚構造を示す縦断面図である。FIG. 2 is a vertical cross-sectional view showing a column base structure according to the present invention.

【図3】柱脚金物の他の構成例を示す斜視図である。FIG. 3 is a perspective view showing another example of the configuration of the column base metal member.

【図4】従来の柱脚構造を示す縦断面図である。FIG. 4 is a vertical cross-sectional view showing a conventional column base structure.

【図5】従来の柱脚構造を示す縦断面図である。FIG. 5 is a vertical cross-sectional view showing a conventional column base structure.

【符号の説明】[Explanation of symbols]

1 柱脚構造 2 熱絶縁層 3 柱脚金物 4 台座部 41 上底板 41a 切欠部 42 下底板 42b ボルト固定穴 43 連結部 5 直立片 51 取付穴 6 柱材 61 スリット 62 ピン挿通孔 63 ボルト挿通孔 71 ドリフトピン 72 ボルト 73 基礎 74 アンカーボルト 75 ナット 1 column base structure 2 Thermal insulation layer 3 pillar leg hardware 4 pedestal 41 Upper and lower plate 41a Notch 42 Lower bottom plate 42b bolt fixing hole 43 Connection 5 Upright piece 51 mounting holes 6 pillar materials 61 slits 62 pin insertion hole 63 bolt insertion hole 71 Drift Pin 72 volts 73 Basic 74 anchor bolt 75 nuts

フロントページの続き (72)発明者 岩前 篤 大阪市北区大淀中一丁目1番88号 積水ハ ウス株式会社内 Fターム(参考) 2E001 DB05 DD01 DH11 DH25 DH39 FA02 FA21 FA71 GA12 HD11 KA04 LA09 2E125 AA03 AA45 AB12 AC01 AC23 AG03 AG12 AG16 AG60 BB09 BB16 BB22 BB36 BC09 BD01 BD03 BE04 BE08 BF06 CA05 CA14 CA79 EA22 EA25 EA26Continued front page    (72) Inventor Atsushi Iwamae             Sekisui Ha 1-88 Oyodo Naka 1-chome, Kita-ku, Osaka City             Inside Us Co., Ltd. F term (reference) 2E001 DB05 DD01 DH11 DH25 DH39                       FA02 FA21 FA71 GA12 HD11                       KA04 LA09                 2E125 AA03 AA45 AB12 AC01 AC23                       AG03 AG12 AG16 AG60 BB09                       BB16 BB22 BB36 BC09 BD01                       BD03 BE04 BE08 BF06 CA05                       CA14 CA79 EA22 EA25 EA26

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 木質材からなる柱材の底面と基礎に固定
された柱脚金物との間に熱絶縁層を介在させたことを特
徴とする柱脚構造。
1. A column base structure, characterized in that a heat insulating layer is interposed between a bottom surface of a column member made of wood and a column base metal member fixed to a foundation.
【請求項2】 熱絶縁層は塩化ビニル又はナイロン樹脂
からなる板材であることを特徴とする請求項1に記載の
柱脚構造。
2. The column base structure according to claim 1, wherein the heat insulating layer is a plate material made of vinyl chloride or nylon resin.
JP2002011279A 2002-01-21 2002-01-21 Column base structure Pending JP2003213803A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002011279A JP2003213803A (en) 2002-01-21 2002-01-21 Column base structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002011279A JP2003213803A (en) 2002-01-21 2002-01-21 Column base structure

Publications (2)

Publication Number Publication Date
JP2003213803A true JP2003213803A (en) 2003-07-30
JP2003213803A5 JP2003213803A5 (en) 2005-06-23

Family

ID=27648792

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002011279A Pending JP2003213803A (en) 2002-01-21 2002-01-21 Column base structure

Country Status (1)

Country Link
JP (1) JP2003213803A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005068858A (en) * 2003-08-26 2005-03-17 Sekisui House Ltd Mounting structure of column and column fixture
JP2020111917A (en) * 2019-01-09 2020-07-27 積水ハウス株式会社 Lower end structure of bearing wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005068858A (en) * 2003-08-26 2005-03-17 Sekisui House Ltd Mounting structure of column and column fixture
JP2020111917A (en) * 2019-01-09 2020-07-27 積水ハウス株式会社 Lower end structure of bearing wall
JP7298158B2 (en) 2019-01-09 2023-06-27 積水ハウス株式会社 Lower end structure of bearing wall

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