Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4704863B2 - Column base joint structure of wooden column and its column base joint tool - Google Patents
[go: Go Back, main page]

JP4704863B2 - Column base joint structure of wooden column and its column base joint tool - Google Patents

Column base joint structure of wooden column and its column base joint tool Download PDF

Info

Publication number
JP4704863B2
JP4704863B2 JP2005264466A JP2005264466A JP4704863B2 JP 4704863 B2 JP4704863 B2 JP 4704863B2 JP 2005264466 A JP2005264466 A JP 2005264466A JP 2005264466 A JP2005264466 A JP 2005264466A JP 4704863 B2 JP4704863 B2 JP 4704863B2
Authority
JP
Japan
Prior art keywords
insertion hole
wooden
base plate
column
shaft portion
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2005264466A
Other languages
Japanese (ja)
Other versions
JP2007077612A (en
Inventor
憲光 里村
眞一 横山
健一 中川
芳彦 菊島
Original Assignee
岡部株式会社
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 岡部株式会社 filed Critical 岡部株式会社
Priority to JP2005264466A priority Critical patent/JP4704863B2/en
Publication of JP2007077612A publication Critical patent/JP2007077612A/en
Application granted granted Critical
Publication of JP4704863B2 publication Critical patent/JP4704863B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、木質の柱材を基礎コンクリートに対して立設するための木質柱の柱脚部接合技術に関し、その接合部の耐力や建て方精度を向上し、作業性を改善するための改良技術に関する。   The present invention relates to a technique for joining column bases of a wooden column for erecting a wooden column material with respect to foundation concrete, and to improve workability by improving the yield strength and construction accuracy of the joint. Regarding technology.

基礎コンクリートに対して木質の柱材を立設する木質柱の柱脚部接合技術として、アンカーボルト等のアンカー材を介して基礎コンクリートに固着されるベースレートに対して接合用プレートを逆T字状に立設した接合用金具を用い、その接合用プレートを目的の木質柱の下端小口面から割込ませた上、木質柱の側方から前記接合用プレートに形成した挿通孔にピンを貫通させることにより両部材を接合するという接合技術や、ベースプレートにボルトを立設し、そのボルトに螺合した状態の接合用パイプ材を共に木質柱の下端小口面に形成したパイプ挿入穴に挿入した上、木質柱の側方から前記接合用パイプ材に形成した挿通孔にピンを貫通させることにより両部材を接合するという接合技術などが従来から知られている(特許文献1参照)。しかしながら、これらの従来技術の場合には、接合用プレートや接合用パイプ材を木質柱の下端小口面に形成した挿入箇所に挿入した状態で、それらの接合用プレートや接合用パイプ材に形成した挿通孔に対して木質柱の側方からピンを貫通させることにより接合させるという手法を採用しているため、そのピンの貫通作業に手間がかかり作業性に問題があった。また、接合用プレートや接合用パイプ材と木質柱の下端小口面に形成した挿入箇所との間に形成されるクリアランスによって、接合部の耐力や建て方精度が低下するという問題もあった。
特開平10−306513号公報
As a column base jointing technique for wooden pillars that erect wooden pillars against foundation concrete, the joining plate is inverted T-shaped to the base rate that is fixed to the foundation concrete via anchor materials such as anchor bolts. The joint plate is inserted into the insertion hole formed in the joint plate from the side of the wooden pillar, and the joint plate is inserted from the lower edge of the lower end of the target wooden pillar. By joining, both the members are joined together, and a bolt is erected on the base plate, and the joining pipe material that is screwed to the bolt is inserted into the pipe insertion hole formed on the lower edge of the wooden column. In addition, a joining technique of joining both members by penetrating a pin through an insertion hole formed in the joining pipe material from the side of the wooden pillar has been conventionally known (see Patent Document 1). . However, in the case of these conventional technologies, the joining plate and the joining pipe material are formed in the joining plate and joining pipe material in a state of being inserted into the insertion portion formed on the lower end facet of the wooden column. Since a technique of joining the insertion hole by penetrating the pin from the side of the wooden column is employed, the work of penetrating the pin takes time and there is a problem in workability. In addition, due to the clearance formed between the joining plate or the joining pipe material and the insertion portion formed on the lower end facet of the wooden column, there is a problem that the yield strength and the construction accuracy of the joined portion are lowered.
JP-A-10-306513

本発明は、以上のような従来の技術的状況に鑑みて開発したもので、木質の柱材を基礎コンクリートに対して立設する場合に、簡単な構成より、その作業性を改善し得るとともに、接合部の耐力や建て方精度を向上し得る、木質柱の柱脚部接合技術を提供することを目的とするものである。   The present invention was developed in view of the above-described conventional technical situation, and when standing a wooden pillar material with respect to the foundation concrete, the workability can be improved from a simple configuration. An object of the present invention is to provide a technique for joining a column base of a wooden column, which can improve the yield strength and the construction accuracy of the joint.

本発明では、前記課題を解決するため、基礎コンクリートに対して固着されるベースプレートに、木質柱の下端小口面に形成される挿入穴に対して周囲に接着剤用のクリアランスを形成した状態で挿入可能な該挿入穴より外形の小さい接合用軸部を立設するとともに、該ベースプレートの上面に、それらの木質柱の下端小口面に形成される挿入穴と接合用軸部とを同心的に位置決めする位置決め用の突部を設け、前記接合用軸部を前記木質柱の下端小口面に形成した挿入穴に挿入するとともに、前記突部を前記木質柱の下端小口面に形成した係合凹部に嵌合して位置決めをした状態において、前記接合用軸部と前記挿入穴とを接着することにより前記ベースプレートを木質柱の下端小口面に固着し、該ベースプレートを介して木質柱を基礎コンクリートに立設するという技術手段を採用した。なお、木質柱の下端小口面に形成した挿入穴と前記接合用軸部との接着の仕方に関しては、予め挿入穴内に接着剤を注入しておき、その固化前に接合用軸部を挿入して両者を接着する方法や、挿入穴に前記接合用軸部を挿入した後に、事後的にそれらの間隙部に連通した注入孔を介して木質柱の側方から接着剤を供給して接着する方法が可能である。 In the present invention, for solving the problems, inserted into the base plate being fixed to the foundation concrete, while forming a clearance for the adhesive to ambient for the insertion hole formed in the lower end small surface of wood pillar A connecting shaft portion having an outer shape smaller than the possible insertion hole is erected, and the insertion hole and the connecting shaft portion formed on the lower end face of the wooden column are concentrically positioned on the upper surface of the base plate. A positioning projection that is inserted into the insertion hole formed in the lower end edge of the wooden column, and the projection is formed in an engagement recess formed in the lower edge of the wooden column. in the state in which the fitted position, the base plate fixed to the lower end small surface of wood pillars by bonding and the insertion hole and the joining shaft portion, basic co wood pillar through the base plate Adopted the technology means that standing on the cleat. As for the method of bonding the insertion hole formed in the lower end facet of the wooden pillar and the joining shaft portion, an adhesive is injected into the insertion hole in advance, and the joining shaft portion is inserted before solidification. After the insertion shaft portion is inserted into the insertion hole, the adhesive is supplied from the side of the wooden pillar and then bonded through the injection hole communicating with the gap portion afterwards. A method is possible.

本発明によれば、次の効果を得ることができる。
(1)ベースプレートに設けた突部と木質柱の下端小口面に形成した係合凹部との嵌合により、木質柱の下端小口面に形成した挿入穴と該挿入穴に挿入された接合用軸部とが同心的に位置決めされ、それらの間のクリアランスが的確に保持されるので、接合用軸部の全周面において接着が的確に行われ、接合部の耐力が大幅かつ安定的に向上される。
(2)ベースプレートの上面に設けた突部と、木質柱の下端小口面に形成した係合凹部とを嵌合することにより、それらのベースプレートと木質柱の下端小口面との接合面において位置決めが行われるように構成し、前記突部と木質柱の下部外側面との係合によって位置決めをする構造は採用していないので、突部の形状を木質柱の下部の外形、すなわち木質柱の下端小口部の断面形状に合わせる必要はなく、木質柱の下部の外形に制約されないことから、より広い簡便な適用が可能である。
(3)前記突部と係合凹部との嵌合によって位置決めが的確に行われ、木質柱の下端小口面に形成される挿入穴と接合用軸部とが同心的に支持されることから、木質柱の立設作業に当っては、それらの突部と係合凹部とが嵌合するように位置決めをしながら、ベースプレートに立設した接合用軸部を木質柱の下端小口面に形成された挿入穴に挿入するだけで、所定の立設位置において前記接合用軸部の周囲に所期のクリアランスが形成されるので、簡便かつ的確に接合することが可能であり、作業性が大幅に改善される。因みに、事後的に接着剤を注入する形態の場合にも、木質柱の位置が正確に保持された状態にあることから、簡便かつ的確な接着剤の供給作業が可能である。


According to the present invention, the following effects can be obtained.
(1) An insertion hole formed in the lower end facet of the wooden column and a joining shaft inserted in the insertion hole by fitting between the protrusion provided on the base plate and the engagement recess formed in the lower end facet of the wooden column The joints are positioned concentrically and the clearance between them is accurately maintained, so that the bonding is accurately performed on the entire peripheral surface of the joint shaft, and the yield strength of the joint is greatly and stably improved. The
(2) By positioning the protrusion provided on the upper surface of the base plate and the engaging recess formed on the lower end edge of the wooden column, positioning can be performed on the joint surface between the base plate and the lower end edge of the wooden column. Since the structure that is configured to be performed and positioned by engagement between the protrusion and the lower outer surface of the wooden column is not employed, the shape of the protrusion is the outer shape of the lower portion of the wooden column, that is, the lower end of the wooden column it is not necessary to match the cross-sectional shape of the small section, since it is not constrained to the lower portion of the outer shape of the wood pillars, Ru der allow wider convenient application.
(3) the projection and positioned by engagement of the engagement recess is performed accurately, since the insertion hole formed in the lower end small surface of the wooden pillar and joining the shaft portion is concentrically supported, In the standing work of the wooden pillar, the shaft portion for standing standing on the base plate is formed on the lower end face of the wooden pillar while positioning so that the protrusions and the engaging recesses are fitted. simply by inserting into the insertion hole has, since desired clearance around Oite said joining shaft portion to a predetermined upright position is formed, it is possible to bond easily and accurately, workability Greatly improved. Incidentally, even in the case of a form in which the adhesive is injected afterwards, the position of the wooden pillar is in an accurately maintained state, and therefore, a simple and accurate adhesive supply operation is possible.


本発明に係る木質柱の柱脚部接合技術は、木質柱材を基礎コンクリートに対して立設する場合に広く適用することができる。木質柱としては、自然木材を用いたものや、複数の板材を積層して接着した集成材を用いたものなど、木質からなる柱材を用いる形態であれば、広く適用することが可能である。また、木質柱の断面形状にも限られることなく適用できる。前記ベープレートは、1枚の平板から構成したものや、以下の実施例に示すように2枚の平板から構成したものでもよく、またその形状も矩形状に限らず円形状のものなどでもよく、特に限定されるものではない。さらに、1枚のベープレートを複数の平板部に分割し、それらの平板部を平面的に並べて1本の木質柱を立設するように構成してもよいし、逆に1枚のベースプレートを複数の領域に区分し、それぞれの領域に下端小口面を固着して木質柱を立設することにより、1個のベースプレートに複数本の木質柱を立設するように構成してもよい。ベースプレートの周辺部の適宜位置には挿通孔が形成されており、基礎コンクリートに定着された丸棒鋼や異形鉄筋、全ネジボルト等からなる適宜のアンカー材が基礎コンクリートから上方に突出した上方露出部をその挿通孔に挿通してナットにより締付け固定することにより、ベースプレートを基礎コンクリートに対して固着できるように構成されている。さらに、ベースプレートの裏面に予め適宜のアンカー材を溶接した状態で基礎コンクリートの所定位置に定着させる形態も可能である。因みに、ベースプレートを工場等において予め木質柱の下端小口面に固着しておき、現場においてそのベープレートを介して基礎コンクリート側に定着されたアンカー材の上方露出部に固着することにより木質柱を立設するようにしてもよいし、先に基礎コンクリート側に定着されたアンカー材の上方露出部にベースプレートを固着しておき、そのベースプレートに対して木質柱を立設するようにしてもよい。   The column base part joining technique of the wooden pillar according to the present invention can be widely applied when the wooden pillar material is erected with respect to the foundation concrete. As a wooden pillar, if it is a form using a wooden pillar material, such as a thing using a natural wood or a laminated material obtained by laminating and bonding a plurality of plates, it can be widely applied. . Further, the present invention can be applied without being limited to the cross-sectional shape of the wooden pillar. The bee plate may be composed of a single flat plate, or may be composed of two flat plates as shown in the following examples, and the shape is not limited to a rectangular shape, and may be a circular shape. There is no particular limitation. Furthermore, one bae plate may be divided into a plurality of flat plate portions, and the flat plate portions may be arranged in a plane so that one wood pillar is erected, or conversely, one base plate is A plurality of wooden pillars may be erected on one base plate by dividing into a plurality of areas, and fixing the lower end edge surface to the respective areas and erecting the wooden pillars. An insertion hole is formed at an appropriate position on the periphery of the base plate, and an upper exposed portion in which an appropriate anchor material made of round bar steel, deformed reinforcing bar, all screw bolts, etc. fixed to the foundation concrete protrudes upward from the foundation concrete. The base plate is fixed to the foundation concrete by being inserted into the insertion hole and fastened and fixed with a nut. Furthermore, the form fixed to the predetermined position of foundation concrete in the state which welded the suitable anchor material beforehand to the back surface of the baseplate is also possible. In this connection, the base plate is fixed to the lower edge of the wooden column in advance at a factory, etc., and then fixed to the upper exposed portion of the anchor material fixed on the foundation concrete side via the base plate at the site. The base plate may be fixed to the upper exposed portion of the anchor material previously fixed on the foundation concrete side, and the wooden pillar may be erected on the base plate.

前記ベースプレートの上面に立設する前記接合用軸部の本数は1本でも複数本でもよいし、設置位置も自由である。その接合用軸部としては、例えば竹節やネジ節等の異形鉄筋あるいは丸棒鋼などを溶接したものでもよい。また、断面形状は円形だけでなく、楕円形や矩形状のものでもよい。さらに、接合用軸部の外周面の表面状態は、前記異形鉄筋のように凹凸があった方が接着作用は良好であるが、凹凸のない平滑面のものでもよい。ベースプレートの上面に設ける前記突部は、複数の突部の組合わせによって位置決め機能を奏する形態のものでもよいし、例えば矩形状の1個の突部によって単独で位置決め機能を奏する形態のものでもよい。また、それらの形状、大きさや設置位置も自由である。前記挿入穴と接合用軸部との接着の仕方に関しては、前述のように、予め挿入穴内に接着剤を注入し、その固化前に接合用軸部を挿入して両者を接着する方法や、挿入穴に接合用軸部を挿入した後に、事後的にそれらの間隙部に連通した注入孔を介して木質柱の側方から接着剤を供給して接着する方法が可能である。接着剤としては、エポキシ樹脂等を用いた無収縮性の接着剤が適当である。因みに、前記突部と係合凹部との嵌合部は接着しなくともよいし、接着するようにしてもよい。   The number of the connecting shaft portions standing on the upper surface of the base plate may be one or plural, and the installation position is also free. As the joining shaft portion, for example, a deformed rebar such as a bamboo knot or a screw knot or a round bar steel may be welded. The cross-sectional shape is not limited to a circle, but may be an ellipse or a rectangle. Furthermore, the surface state of the outer peripheral surface of the joining shaft portion is better when the surface is uneven as in the deformed reinforcing bar, but the surface may have a smooth surface without unevenness. The protrusions provided on the upper surface of the base plate may have a form that performs a positioning function by combining a plurality of protrusions, or may have a form that performs a positioning function by a single rectangular protrusion, for example. . In addition, their shape, size and installation position are also free. Regarding the method of bonding between the insertion hole and the joining shaft, as described above, injecting an adhesive into the insertion hole in advance, inserting the joining shaft before solidifying, and bonding them together, After inserting the joining shaft portion into the insertion hole, a method of adhering by supplying an adhesive from the side of the wooden pillar through an injection hole communicating with the gap portion afterwards is possible. As the adhesive, a non-shrinkable adhesive using an epoxy resin or the like is appropriate. Incidentally, the fitting portion between the protrusion and the engagement recess may not be bonded or may be bonded.

図1及び図2は本発明に係る実施例1を示したもので、図1はベースプレート側を示した斜視図、図2は木質柱側を示した斜視図である。図中1はベースプレートであり、四隅に形成した挿通孔2に図示しない基礎コンクリートに定着されたアンカー材の上方露出部を挿通してナットにより締付け固定することにより、基礎コンクリートに対して固着されるように構成されている。ベースプレート1の各辺の幅Waは、木質柱3の各辺の幅Wbより大きく設定され、木質柱3の外側に前記挿通孔2に挿通されたアンカー材の締付けスペースが充分とれるように構成されている。ベースプレート1の上面には、木質柱3の下端小口面に形成された挿入穴4に挿入可能な異形鉄筋などからなる接合用軸部5が溶接等によって立設されている。なお、挿入穴4は接合用軸部5より大きく形成し、両者間に接着剤用のクリアランスを形成している。さらに、本実施例では、そのベースプレート1の接合用軸部5の周囲に平板状の突部6が十字状に配設され、それらの突部6に対応して、木質柱3の下端小口面には前記挿通穴4の周囲に係合凹部7が十字状に形成されている。この場合、平板状の突部6を鋼板から構成し、ベースプレート1の上面に溶接するようにすれば、その突部6によるリブとしての補強作用が得られ、延いてはベースプレート1の肉厚を薄くすることも可能になる。さらに、柱脚部においては、前記突部6が木質柱の下端小口面に生じる剪断力に対して抵抗する機能を奏することから、接合用軸部5の断面を小さく抑えることも可能である。因みに、突部及び係合凹部7の断面を上方が狭いテーパ状に形成しておけば、そのテーパ面が嵌合時に案内機能を奏する。   1 and 2 show a first embodiment according to the present invention. FIG. 1 is a perspective view showing a base plate side, and FIG. 2 is a perspective view showing a wooden pillar side. In the figure, reference numeral 1 denotes a base plate, which is fixed to the foundation concrete by inserting the upper exposed portion of the anchor material fixed to the foundation concrete (not shown) into the insertion holes 2 formed at the four corners and fastening and fixing with the nut. It is configured as follows. The width Wa of each side of the base plate 1 is set to be larger than the width Wb of each side of the wooden column 3, and is configured such that a sufficient tightening space for the anchor material inserted into the insertion hole 2 is provided outside the wooden column 3. ing. On the upper surface of the base plate 1, a joining shaft portion 5 made of a deformed reinforcing bar or the like that can be inserted into an insertion hole 4 formed in the lower end facet of the wooden column 3 is erected by welding or the like. The insertion hole 4 is formed larger than the joining shaft portion 5, and a clearance for the adhesive is formed between them. Furthermore, in this embodiment, flat projections 6 are arranged in a cross shape around the joining shaft portion 5 of the base plate 1, and the lower end facet of the wooden pillar 3 corresponds to the projections 6. The engaging recess 7 is formed in a cross shape around the insertion hole 4. In this case, if the flat projection 6 is made of a steel plate and is welded to the upper surface of the base plate 1, a reinforcing action as a rib by the projection 6 can be obtained, and the thickness of the base plate 1 can be increased. Thinning is also possible. Furthermore, in the column base part, since the said protrusion 6 plays the function resisting with respect to the shearing force which arises in the lower end facet of a wooden pillar, it is also possible to suppress the cross section of the axial part 5 for joining small. Incidentally, if the cross section of the protrusion and the engaging recess 7 is formed in a tapered shape whose upper part is narrow, the tapered surface exhibits a guiding function when fitted.

しかして、木質柱3を基礎コンクリートの所定位置に立設するには、現場での立設作業に先だって工場等においてベースプレート1を木質柱3の下端小口面に対して予め固着するようにしてもよい。このベースプレート1の固着作業においては、先ず木質柱3の下端小口面に形成した挿入穴4に対してベースプレート1の上面に立設した接合用軸部5を挿入しながら、同時に突部6を木質柱3の下端小口面に形成した係合凹部7に嵌合することにより位置決めが行われる。この突部6と係合凹部7との嵌合による位置決めにより、前述のように挿入穴4と該挿入穴4に挿入された接合用軸部5とは同心的に支持され、それらの間には所期のクリアランスが的確に保持される。しかる後、それらの挿入穴4と接合用軸部5との間隙部に連通するように木質柱3に形成された注入孔を介して例えばエポキシ樹脂を用いた接着剤等の適宜の接着剤を圧入すれば、接合用軸部5の全周面に接着剤が的確に供給され、両者を確実かつ強固に結合することができる。また、以上の作業手順に替えて、木質柱3の下端小口面に形成された挿入穴4に予め前記接着剤を注入しておき、その接着剤が注入された挿入穴4に対してベースプレート1の上面に立設した接合用軸部5を挿入するとともに、突部6を木質柱3の下端小口面に形成した係合凹部7に嵌合して位置決めを行うことにより両者を接合する方法も可能である。この場合にも、前述のように突部6と係合凹部7との嵌合により、挿入穴4と該挿入穴4に挿入された接合用軸部5とが同心的に支持され、それらの間のクリアランスが的確に保持されるので、接合用軸部5の全周面における的確な接着が可能である。このようにしてベースプレート1が固着された木質柱3は、現場へ運搬され、基礎コンクリートに定着されたアンカー材の上方露出部を本実施例ではベースプレート1の四隅に形成された挿通孔2に挿通してナットにより締付け固定することにより、基礎コンクリートの所定位置に順次立設されることになる。因みに、ベースプレート1に設けた挿通孔2を所定のクリアランスを設けた過大孔とすることで、基礎コンクリート側に定着されたアンカー材の施工精度から想定される施工誤差を十分に吸収することができ、より円滑な建て方作業が可能となる。その挿通孔2に生じるクリアランスは、建て方後に適宜充填材により密封される。   Thus, in order to erect the wooden pillar 3 at a predetermined position of the foundation concrete, the base plate 1 may be fixed in advance to the lower end edge of the wooden pillar 3 in a factory or the like prior to the standing work on site. Good. In the fixing operation of the base plate 1, first, while inserting the joining shaft portion 5 erected on the upper surface of the base plate 1 into the insertion hole 4 formed in the lower end facet of the wooden column 3, the protrusion 6 is simultaneously made of wood Positioning is performed by fitting into an engaging recess 7 formed in the lower end facet of the column 3. As described above, the insertion hole 4 and the joining shaft portion 5 inserted into the insertion hole 4 are supported concentrically by the positioning of the protrusion 6 and the engagement recess 7 by fitting, and between them, The desired clearance is accurately maintained. Thereafter, an appropriate adhesive such as an adhesive using an epoxy resin is inserted through the injection hole formed in the wooden pillar 3 so as to communicate with the gap between the insertion hole 4 and the joining shaft portion 5. By press-fitting, the adhesive is accurately supplied to the entire peripheral surface of the joining shaft portion 5, and both can be securely and firmly bonded. Moreover, it replaces with the above operation procedure, the said adhesive agent is beforehand inject | poured into the insertion hole 4 formed in the lower end small edge surface of the wooden pillar 3, and the base plate 1 is inserted with respect to the insertion hole 4 into which the adhesive agent was inject | poured. There is also a method of joining the two by inserting the shaft portion for joining 5 erected on the upper surface of the wood and positioning the projection 6 by fitting it into the engagement recess 7 formed on the lower end edge of the wooden column 3. Is possible. Also in this case, the insertion hole 4 and the joining shaft portion 5 inserted into the insertion hole 4 are supported concentrically by the fitting of the protrusion 6 and the engagement recess 7 as described above. Since the clearance between them is accurately maintained, accurate bonding on the entire peripheral surface of the joining shaft portion 5 is possible. The wooden pillar 3 to which the base plate 1 is fixed in this way is transported to the site, and the upper exposed portion of the anchor material fixed to the foundation concrete is inserted into the insertion holes 2 formed at the four corners of the base plate 1 in this embodiment. Then, by tightening and fixing with a nut, the base concrete is erected sequentially at a predetermined position. By the way, by making the insertion hole 2 provided in the base plate 1 an excessive hole with a predetermined clearance, it is possible to sufficiently absorb the construction error assumed from the construction accuracy of the anchor material fixed on the foundation concrete side. Smoother construction work is possible. The clearance generated in the insertion hole 2 is appropriately sealed with a filler after building.

図3及び図4は本発明に係る実施例2を示したもので、図3はベースプレート側を示した正面図、図4は木質柱側を示した正面図である。図示のように、本実施例に係るベースプレート8では、上面に4本の接合用軸部9を立設し、各辺の中央部に計4個の板状の突部10を放射状に配設した場合を示した。これに対応して、木質柱11の下端小口面には4本の挿入穴12と4個の係合凹部13が形成されている。そして、ベースプレート8の四隅には前記実施例1と同様に基礎コンクリート側に定着されたアンカー材の上方露出部を挿通する挿通孔が形成されており、実施例1と同様の施工法で木質柱11を基礎コンクリートの所定位置に立設することが可能である。   3 and 4 show a second embodiment according to the present invention. FIG. 3 is a front view showing the base plate side, and FIG. 4 is a front view showing the wooden pillar side. As shown in the figure, in the base plate 8 according to this embodiment, four joining shaft portions 9 are erected on the upper surface, and a total of four plate-like protrusions 10 are radially arranged at the center of each side. Showed the case. Correspondingly, four insertion holes 12 and four engagement recesses 13 are formed on the lower end facet of the wooden pillar 11. And the penetration hole which penetrates the upper exposed part of the anchor material fixed to the base concrete side similarly to the said Example 1 is formed in the four corners of the base plate 8, and it is a wooden pillar by the construction method similar to Example 1. 11 can be erected at a predetermined position of the foundation concrete.

図5は本発明に係る実施例3を示した斜視図である。図示のように、本実施例3の場合は、ベースプレート14を2枚の平板14a,14bを用いて2段に構成した点で特徴を有する。下方の平板14aの上面には十字状に配置された平板状の支持片15が固着され、それらの支持片15を介して上方の平板14bが下方の平板14aとの間に間隔をあけて支持されている。上方の平板14bの上面には、前記実施例と同様に突部が配設されるが、例えば、各支持片15の中間部を上方の平板14bに貫通させて上方に突出し、突部16として機能させることもできる。また、上方の平板14bの上面には接合用軸部17が立設されている。さらに、下方の平板14aの四隅には挿通孔18が形成されており、それらの挿通孔18を介して基礎コンクリート側に定着されたアンカー材の上方露出部を挿通してナットにより締付け固定するように構成されている。この場合、本実施例の場合には、図示のように挿通孔18を木質柱が接合される上方の平板14bの外側部より内側に形成できるので、上記実施例1,2のようにベースプレートの外側部が木質柱の外側部より外側へはみ出すことなく、それらの外側面を一致させることも可能である。因みに、アンカー材の上方露出部に螺合したナットの締付け作業は、下方の平板14aと上方の平板14bとの空間を利用して行われる。   FIG. 5 is a perspective view showing Example 3 according to the present invention. As shown in the drawing, the third embodiment is characterized in that the base plate 14 is configured in two stages using two flat plates 14a and 14b. A flat plate-like support piece 15 arranged in a cross shape is fixed to the upper surface of the lower flat plate 14a, and the upper flat plate 14b is supported through the support pieces 15 with a space between the lower flat plate 14a. Has been. A protrusion is disposed on the upper surface of the upper flat plate 14b as in the above embodiment. For example, an intermediate portion of each support piece 15 penetrates the upper flat plate 14b and protrudes upward to form a protrusion 16. It can also function. Further, a joining shaft portion 17 is erected on the upper surface of the upper flat plate 14b. Further, insertion holes 18 are formed at the four corners of the lower flat plate 14a, and the upper exposed portions of the anchor material fixed on the foundation concrete side are inserted through these insertion holes 18 so as to be fastened and fixed by nuts. It is configured. In this case, in the case of the present embodiment, as shown in the figure, the insertion hole 18 can be formed inside the outer portion of the upper flat plate 14b to which the wooden pillar is joined. It is also possible to make the outer surfaces coincide with each other without the outer portion protruding beyond the outer portion of the wooden pillar. Incidentally, the tightening operation of the nut screwed into the upper exposed portion of the anchor material is performed using the space between the lower flat plate 14a and the upper flat plate 14b.

図6は本発明に係る実施例4を示した斜視図である。図示のように、本実施例4の場合は、ベースプレート19の上面に立設した突部21の1つの高さを高くして土台22に形成された係合凹部23に嵌合可能な平板状の連結片24とし、土台22も同時に支持できるように構成した点で特徴を有する。図示のように、連結片24は木質柱25側の係合凹部26と土台22側に形成された係合凹部23とに同時に嵌合し得るように構成している。また、連結片24には挿通孔が設けてあり、土台22の側面からピン27を貫通させることにより、土台22をベースプレート19に連結するように構成されている。なお、土台22の設置状態に応じて前記連結板24の設置位置を変更したり設置数を増減することは自由である。因みに、ベースプレート19を基礎コンクリートの上面に載置した状態に設置した場合には、土台22の下面と基礎コンクリートの上面との間にベースプレート19の厚さ分の隙間ができることになるが、土台22の下面にスペーサを介在させたり、土台22の端部下面にそのベースプレート19の厚さ分の切欠部を形成してもよく、またベースプレート19をその上面が基礎コンクリートの上面に一致するように設置することにより、土台22の下面が基礎コンクリートの上面に当接するように設置することも可能である。   FIG. 6 is a perspective view showing Example 4 according to the present invention. As shown in the figure, in the case of the fourth embodiment, a flat plate shape that can be fitted into an engagement recess 23 formed in the base 22 by increasing the height of one of the protrusions 21 erected on the upper surface of the base plate 19. The connection piece 24 and the base 22 can be supported at the same time. As shown in the figure, the connecting piece 24 is configured so that it can be simultaneously fitted into the engaging recess 26 on the wooden pillar 25 side and the engaging recess 23 formed on the base 22 side. Further, the connecting piece 24 is provided with an insertion hole, and is configured to connect the base 22 to the base plate 19 by penetrating the pin 27 from the side surface of the base 22. It should be noted that the installation position of the connecting plate 24 can be changed or the number of installations can be increased or decreased according to the installation state of the base 22. Incidentally, when the base plate 19 is placed on the upper surface of the foundation concrete, a gap corresponding to the thickness of the base plate 19 is formed between the lower surface of the foundation 22 and the upper surface of the foundation concrete. A spacer may be interposed on the lower surface of the base plate, or a notch corresponding to the thickness of the base plate 19 may be formed on the lower surface of the end portion of the base 22, and the base plate 19 is installed so that the upper surface thereof coincides with the upper surface of the foundation concrete. By doing so, it is also possible to install so that the lower surface of the base 22 contacts the upper surface of the foundation concrete.

図7は本発明に係る実施例5を示した斜視図である。図示のように、本実施例5は前記実施例4の変形例で、突部21と共に前記連結片24をベースプレート19の中央部に立設した接合用軸部20側へ延長した連結片28を採用し、木質柱25の側方からもその連結片28の延長部に形成した挿通孔にピン29を貫通させることにより、ベースプレート19と木質柱25と土台22の三者の結合強度の強化を図ったものである。   FIG. 7 is a perspective view showing Example 5 according to the present invention. As shown in the figure, the fifth embodiment is a modification of the fourth embodiment, and includes a connecting piece 28 that extends together with the protrusion 21 to the connecting shaft portion 20 erected on the center portion of the base plate 19 together with the connecting piece 24. Adopting the pin 29 through the insertion hole formed in the extension part of the connecting piece 28 from the side of the wooden pillar 25, thereby strengthening the coupling strength of the base plate 19, the wooden pillar 25 and the base 22. It is intended.

図8は本発明に係る実施例6を示した斜視図である。図示のように、本実施例に係るベースプレート30の場合は、前記実施例4における土台22用の連結片24に替えて筋交31の取付け用の取付片32をベースプレート30に設けた点で特徴を有する。筋交31の取付けに当っては、筋交31の端部に形成された係合凹部を取付片32に嵌合し、側方からピン33を取付片32に形成した挿通孔に貫通させることにより簡便に取付けることができる。すなわち、本実施例の場合には、ベースプレート30が木質柱25の立設用と筋交31の取付け用に兼用されることになる。なお、本実施例では、取付片32が木質柱25側には結合しないように構成したが、前記実施例5のように接合用軸部20側へ更に延長してピンにより木質柱25と結合するように構成してもよい。   FIG. 8 is a perspective view showing Example 6 according to the present invention. As shown in the figure, the base plate 30 according to the present embodiment is characterized in that an attachment piece 32 for attaching the brace 31 is provided on the base plate 30 in place of the connecting piece 24 for the base 22 in the fourth embodiment. Have When attaching the brace 31, the engaging recess formed at the end of the brace 31 is fitted into the attachment piece 32, and the pin 33 is passed through the insertion hole formed in the attachment piece 32 from the side. Can be easily attached. That is, in the case of the present embodiment, the base plate 30 is used for both standing the wooden pillar 25 and attaching the brace 31. In the present embodiment, the mounting piece 32 is configured not to be coupled to the wooden pillar 25 side. However, as in the fifth embodiment, the mounting piece 32 is further extended to the joining shaft portion 20 side and coupled to the wooden pillar 25 by a pin. You may comprise.

本発明に係る実施例1のベースプレート側を示した斜視図である。It is the perspective view which showed the baseplate side of Example 1 which concerns on this invention. 同実施例1の木質柱側を示した斜視図である。It is the perspective view which showed the wooden pillar side of the Example 1. FIG. 本発明に係る実施例2のベースプレート側を示した正面図である。It is the front view which showed the baseplate side of Example 2 which concerns on this invention. 同実施例2の木質柱側を示した正面図である。It is the front view which showed the wooden pillar side of the Example 2. FIG. 本発明に係る実施例3を示した斜視図である。It is the perspective view which showed Example 3 which concerns on this invention. 本発明に係る実施例4を示した斜視図である。It is the perspective view which showed Example 4 which concerns on this invention. 本発明に係る実施例5を示した斜視図である。It is the perspective view which showed Example 5 which concerns on this invention. 本発明に係る実施例6を示した斜視図である。It is the perspective view which showed Example 6 which concerns on this invention.

符号の説明Explanation of symbols

1…ベースプレート、2…挿通孔、3…木質柱、4…挿入穴、5…接合用軸部、6…突部、7…係合凹部、8…ベースプレート、9…接合用軸部、10…突部、11…木質柱、12…挿入穴、13…係合凹部、14…ベースプレート、14a,14b…平板、15…支持片、16…突部、17…接合用軸部、18…挿通孔、19…ベースプレート、20…接合用軸部、21…突部、22…土台、23…係合凹部、24…連結片、25…木質柱、26…係合凹部、27…ピン、28…連結片、29…ピン、30…ベースプレート、31…筋交、32…取付片、33…ピン

DESCRIPTION OF SYMBOLS 1 ... Base plate, 2 ... Insertion hole, 3 ... Wooden pillar, 4 ... Insertion hole, 5 ... Joining shaft part, 6 ... Projection part, 7 ... Engagement recessed part, 8 ... Base plate, 9 ... Joining shaft part, 10 ... Projection, 11 ... wood pillar, 12 ... insertion hole, 13 ... engagement recess, 14 ... base plate, 14a, 14b ... flat plate, 15 ... support piece, 16 ... projection, 17 ... joining shaft, 18 ... insertion hole , 19 ... Base plate, 20 ... Joining shaft, 21 ... Projection, 22 ... Base, 23 ... Engagement recess, 24 ... Connection piece, 25 ... Wood pillar, 26 ... Engagement recess, 27 ... Pin, 28 ... Connection Piece, 29 ... pin, 30 ... base plate, 31 ... intersection, 32 ... mounting piece, 33 ... pin

Claims (3)

基礎コンクリートに対して固着されるベースプレートに、木質柱の下端小口面に形成される挿入穴に対して周囲に接着剤用のクリアランスを形成した状態で挿入可能な該挿入穴より外形の小さい接合用軸部を立設するとともに、該ベースプレートの上面に、それらの木質柱の下端小口面に形成される挿入穴と接合用軸部とを同心的に位置決めする位置決め用の突部を設け、前記接合用軸部を前記木質柱の下端小口面に形成した挿入穴に挿入するとともに、前記突部を前記木質柱の下端小口面に形成した係合凹部に嵌合して位置決めをした状態において、前記接合用軸部と前記挿入穴とを接着することにより前記ベースプレートを木質柱の下端小口面に固着し、該ベースプレートを介して木質柱を基礎コンクリートに立設することを特徴とする木質柱の柱脚部接合構造。 The base plate being fixed to the foundation concrete, for small junctions profile than can be inserted the insert hole in a state of forming a clearance for the adhesive to ambient for the insertion hole formed in the lower end small surface of wood pillar The shaft portion is erected, and a positioning projection is provided on the upper surface of the base plate for concentrically positioning the insertion hole formed in the lower end facet of the wooden column and the shaft portion for joining, In a state where the shaft portion is inserted into the insertion hole formed in the lower end facet of the wooden column, and the protrusion is fitted and positioned in the engagement recess formed in the lower end facet of the wooden column, The base plate is fixed to the lower edge of the wooden column by bonding the joining shaft portion and the insertion hole, and the wooden column is erected on the foundation concrete via the base plate. Column base junction structure of quality posts. 前記木質柱の下端小口面に形成した挿入穴内に予め接着剤を注入し、その接着剤が固化する前に前記挿入穴に前記接合用軸部を挿入して両者を接着することを特徴とする請求項1に記載の木質柱の柱脚部接合構造。   An adhesive is injected in advance into an insertion hole formed in a lower end facet of the wooden pillar, and the joining shaft portion is inserted into the insertion hole before the adhesive is solidified to bond them together. The column base part joint structure of the wooden pillar of Claim 1. 基礎コンクリート側に定着されるアンカー材の挿通孔を備えたベースプレートに、木質柱の下端小口面に形成される挿入穴に対して周囲に接着剤用のクリアランスを形成した状態で挿入可能な該挿入穴より外形の小さい接合用軸部を立設するとともに、該ベースプレートの上面に、それらの木質柱の下端小口面に形成される挿入穴と接合用軸部とを同心的に位置決めする位置決め用の突部を設け、その突部と前記木質柱の下端小口面に形成した係合凹部との嵌合により前記挿入穴と前記接合用軸部とが同心的に位置決めされた状態において前記ベースプレートに立設された接合用軸部と前記木質柱の下端小口面に形成した挿入穴とが接着されるように構成したことを特徴とする木質柱の柱脚部接合用具。 A base plate having a through hole of the anchor member to be fixed to the foundation concrete side, can be inserted the insert in a state of forming a clearance for the adhesive to ambient for the insertion hole formed in the lower end small surface of wood pillar A joining shaft portion having an outer shape smaller than the hole is erected, and an insertion hole formed on the lower end face of the wooden column and the joining shaft portion are positioned concentrically on the upper surface of the base plate . In the state where the protrusion is provided and the insertion hole and the connecting shaft portion are positioned concentrically by fitting the protrusion with an engagement recess formed on the lower end edge of the wooden column, the base plate A column base part joining tool for a wooden pillar, characterized in that the joining shaft part erected and an insertion hole formed in a lower end facet of the wooden pillar are bonded together.
JP2005264466A 2005-09-12 2005-09-12 Column base joint structure of wooden column and its column base joint tool Expired - Lifetime JP4704863B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005264466A JP4704863B2 (en) 2005-09-12 2005-09-12 Column base joint structure of wooden column and its column base joint tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005264466A JP4704863B2 (en) 2005-09-12 2005-09-12 Column base joint structure of wooden column and its column base joint tool

Publications (2)

Publication Number Publication Date
JP2007077612A JP2007077612A (en) 2007-03-29
JP4704863B2 true JP4704863B2 (en) 2011-06-22

Family

ID=37938205

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005264466A Expired - Lifetime JP4704863B2 (en) 2005-09-12 2005-09-12 Column base joint structure of wooden column and its column base joint tool

Country Status (1)

Country Link
JP (1) JP4704863B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101967894B (en) * 2010-09-22 2012-02-15 朱建华 Footing device connected with rear upright post of three-dimensional garage
JP6587183B2 (en) * 2015-11-05 2019-10-09 パナソニックIpマネジメント株式会社 Column base bracket and cover used therefor
JP6817621B2 (en) * 2016-10-25 2021-01-20 株式会社マルテー大塚 Road studs and how to repair road studs
JP7464968B2 (en) * 2020-03-09 2024-04-10 株式会社ポラス暮し科学研究所 Attachment structure of pillars, beams and surface materials

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08260570A (en) * 1995-03-23 1996-10-08 Seiichi Kosaka Connecting method for member in wooden structure
JPH10338968A (en) * 1997-06-09 1998-12-22 Ibiden Co Ltd Joint metal for woody framework member

Also Published As

Publication number Publication date
JP2007077612A (en) 2007-03-29

Similar Documents

Publication Publication Date Title
JP5946041B2 (en) Column beam connection structure, column beam connection method, and precast concrete stigma member
CN104563300B (en) Column foot joint construction
JP6204009B2 (en) Panel unit joint structure and panel unit
JP6814537B2 (en) Joining structure and joining method
JP4704863B2 (en) Column base joint structure of wooden column and its column base joint tool
JP2005200994A (en) Joining structure of closed cross-sectional member
JP3714902B2 (en) Column and cross member joining device
JP3738022B2 (en) Timber-to-wood structure in wooden buildings
JP3781306B1 (en) Construction material joining structure and building
JP3771177B2 (en) Joining structure of reinforced concrete column and steel column, and joining method thereof
JP3632026B2 (en) Building material bonding system
JP2021165464A (en) Building member joint structure, building structure, and construction method of building member joint structure
JP2009114742A (en) Beam, joint structure of beam and column, and method of joining beam and column
JP2023126094A (en) Wooden member and manufacturing method thereof and building frame
JP6564606B2 (en) Wooden / Steel Laminated Beam Structure
KR20160074981A (en) Joint construction method of floor base and pillar for modular unit structure using partial reclaimed connecting member
JP2024101114A (en) Installation method for exposed column base
JP3758173B2 (en) A steel foundation material for buildings and a method for forming a concrete foundation for buildings using the steel foundation material.
JP3177730B2 (en) Structure reinforcement structure
JP2009035873A (en) T-shaped block for fixing columns, and standing column structure of buildings using the same
JP2952784B2 (en) Formwork structure and installation method
JP3314357B2 (en) Crimping method of precast concrete structure
JP5108555B2 (en) Precast member joint structure
JP5946271B2 (en) Column base / column head joint set hardware and column base / column head joint structure
JP2000129782A (en) Junction jig, junction structure and junction method for structural member using the same

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080704

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20101007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20101015

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20101209

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20110308

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110310

R150 Certificate of patent or registration of utility model

Ref document number: 4704863

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

EXPY Cancellation because of completion of term