JP2005307568A - Sleeper - Google Patents

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Publication number
JP2005307568A
JP2005307568A JP2004126007A JP2004126007A JP2005307568A JP 2005307568 A JP2005307568 A JP 2005307568A JP 2004126007 A JP2004126007 A JP 2004126007A JP 2004126007 A JP2004126007 A JP 2004126007A JP 2005307568 A JP2005307568 A JP 2005307568A
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Prior art keywords
lower layer
layer portion
base
large pull
upper layer
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JP2004126007A
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Japanese (ja)
Inventor
Masahiro Inayama
正弘 稲山
Tsunehiro Hasegawa
常博 長谷川
Hidekazu Nagahashi
秀和 長橋
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Nippon Light Metal Co Ltd
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Nippon Light Metal Co Ltd
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Priority to JP2004126007A priority Critical patent/JP2005307568A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a sleeper, constructed by making the best use of advantages of aluminum alloy in the same way as the conventional wooden dwelling house. <P>SOLUTION: This sleeper 30 is composed of a sleeper lower layer part30A connected to the side of a foundation 10 and a sleeper upper layer part 30B fixed to the top face of the sleeper lower layer part 30A. The sleeper lower layer part 30A is formed by a hollow extrusion shape made of aluminum alloy, and the sleeper upper layer part 30B is formed of wood. Further, the sleeper lower layer part 30A and the sleeper upper layer part 30B are fixed by a drilling tapping screw 39 screwed in from the top face of the sleeper upper layer part 30B. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、大引に関する。   The present invention relates to a general contract.

アルミニウム合金製の押出形材からなる大引が特許文献1に開示されている。このような大引は、「白蟻の食害を受けない」、「湿気による腐食や寸法の変化がない」、「軽量であるが故に施工性に優れている」、など木製の大引にはない様々な利点を有している。
特開2003−119955号公報(全頁)
Japanese Patent Application Laid-Open No. 2004-133867 discloses a large drawing made of an extruded shape made of an aluminum alloy. Such a large-scale is not in the wooden large-scale, such as "no damage from white ants", "no corrosion or change in dimensions due to moisture", "it is easy to work because it is lightweight" Has various advantages.
JP 2003-119955 A (all pages)

ところで、特許文献1に係る大引を使用した場合には、当該大引に対する釘打ちが困難であることから、根太や床材といった各種部材を大引に固定する際には、釘打ち以外の施工方法を採用せざるを得ないのが実情であるが、施工者にとってみれば、でき得る限り従前の木質系住宅と同じ要領で施工したいというのが本音である。   By the way, when using the pulling according to Patent Document 1, it is difficult to nail the pulling, so when fixing various members such as joists and flooring to the pulling, other than nailing The actual situation is that we have to adopt the construction method, but for the contractor, we really want to construct it in the same way as a conventional wooden house as much as possible.

そこで、本発明は、アルミニウム合金の利点を活かしつつも従前の木質系住宅と同じ要領で施工可能な大引を提供することを課題とする。   Then, this invention makes it a subject to provide the large drawing which can be constructed in the same way as the conventional wood-type house, making use of the advantage of an aluminum alloy.

このような課題を解決するために創案された本発明は、土台の側面に接続される大引下層部と、当該大引下層部の上面に固着された大引上層部とを備える大引であって、前記大引下層部は、アルミニウム合金製の中空押出形材からなり、前記大引上層部は、木材からなることを特徴とする。   The present invention devised to solve such a problem is a large drawing comprising a large drawing lower layer connected to the side surface of the foundation and a large drawing upper layer fixed to the upper surface of the large drawing lower layer. The large drawing lower layer portion is made of an aluminum alloy hollow extruded section, and the large drawing upper layer portion is made of wood.

このような大引によると、その大引上層部に対しては釘を打ちつけることが可能となる。つまり、従前の木質系住宅と同じ要領で根太や床材等を土台に固定することが可能となる。また、この大引は、その大引下層部がアルミニウム合金製の押出形材で構成されていることから、「白蟻の食害を受けない」、「湿気による腐食や寸法の変化がない」、といったアルミニウム合金製の大引の利点をも兼ね備えており、さらに、大引全体の重量も従前の木製大引に比べれば依然として軽量であることから、その運搬や施工現場での取り回しも良好である。   According to such large drawing, a nail can be driven against the large drawing upper layer portion. That is, it is possible to fix joists, flooring, etc. to the base in the same manner as conventional wooden houses. In addition, this large drawing is composed of an extruded shape made of aluminum alloy in the large drawing lower layer, so that it is “not affected by white ants”, “no corrosion or dimensional change due to moisture”, etc. It also has the advantage of a large pull made of an aluminum alloy. Furthermore, the weight of the entire large pull is still light compared to the previous wooden large pull, so its transportation and handling at the construction site is also good.

本発明に係る大引においては、前記大引下層部と前記大引上層部とは、前記大引上層部の上面から螺入した複数のドリリングタッピングねじによって固着してもよい。   In the large pull according to the present invention, the large pull lower layer portion and the large pull upper layer portion may be fixed by a plurality of drilling tapping screws screwed from the upper surface of the large pull upper layer portion.

このようにすると、大引下層部と大引上層部とが強固に結合されることになり、また、下孔も不要となることから、その製造も容易になる。   If it does in this way, a large drawing lower layer part and a large drawing upper layer part will be couple | bonded firmly, and since the pilot hole becomes unnecessary, the manufacture becomes easy.

なお、長手方向に隣り合う前記ドリリングタッピングねじ同士の間隔は、一定であることが望ましい。   In addition, it is desirable that the interval between the drilling tapping screws adjacent in the longitudinal direction is constant.

このようにしておけば、例えば、大引上層部の上面に床材や根太等を固定する場合など、ドリリングタッピングねじの位置を直接目視できないような状況下であっても、複数のドリリングタッピングねじが長手方向に等間隔に配置されているが故に、ドリリングタッピングねじの位置を把握することが可能となり、その結果、ドリリングタッピングねじを避けて釘を打ちつけることが可能となる。   In this way, a plurality of drilling tapping screws can be used even in situations where the position of the drilling tapping screw cannot be directly seen, for example, when flooring or joists are fixed to the upper surface of the large upper layer. Are arranged at equal intervals in the longitudinal direction, the position of the drilling tapping screw can be grasped, and as a result, the nail can be driven by avoiding the drilling tapping screw.

本発明に係る大引においては、前記大引下層部には、その端部の下面に前記土台の側面に固定される大引接続部材を挿入可能な開口部が形成されており、前記大引下層部は、その内部の上面を前記大引接続部材の上端面に当接させた状態で固定されるものであってもよい。   In the large drawing according to the present invention, the large drawing lower layer portion is formed with an opening into which a large drawing connection member fixed to a side surface of the base can be inserted on the lower surface of the end portion. The lower layer portion may be fixed in a state in which the upper surface inside the lower layer portion is in contact with the upper end surface of the large pull connecting member.

この大引は、その大引下層部の端部を土台の側面に固定された大引接続部材に覆い被せることにより、当該大引接続部材と接続される。つまり、このような大引によると、大引下層部の内部の上面が大引接続部材の上端面に載置されることになるので、鉛直荷重に対して高い抵抗力を発揮することになる。   The large pull is connected to the large pull connecting member by covering the end of the large pull lower layer portion with the large pull connecting member fixed to the side surface of the base. In other words, according to such large pulling, the upper surface inside the large pulling lower layer portion is placed on the upper end surface of the large pulling connection member, so that a high resistance to a vertical load is exhibited. .

本発明に係る大引においては、前記大引下層部は、その内部の側面を前記大引接続部材の外面に当接させた状態で固定されるものであってもよい。   In the large pull according to the present invention, the large pull lower layer portion may be fixed in a state where an inner side surface thereof is in contact with an outer surface of the large pull connecting member.

このようにすると、大引下層部の横方向への移動が拘束されるため、大引下層部の長手方向に直交する方向に作用する水平荷重に対しても高い抵抗力を発揮することになる。   If it does in this way, since the movement to the horizontal direction of a large drawing lower layer part will be restrained, it will show high resistance also to the horizontal load which acts in the direction orthogonal to the longitudinal direction of a large drawing lower layer part. .

本発明に係る大引によると、アルミニウム合金の利点を活かしつつも従前の木質系住宅と同じ要領で施工することが可能となる。   According to the large drawing according to the present invention, it is possible to perform construction in the same manner as a conventional wooden house while utilizing the advantages of an aluminum alloy.

以下、本発明を実施するための最良の形態を、添付した図面を参照しつつ詳細に説明する。   Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the accompanying drawings.

図1は、第一の構造部材たる土台10に第二の構造部材たる柱材20を連結してなる「柱材の連結構造」と、土台10に本実施形態に係る大引30を接続してなる「大引の接続構造」とを示している。ここで、土台10と柱材20との境界部分には、連結部材40が介設されており、土台10と大引30との境界部分には、大引接続部材50が介設されている。   FIG. 1 shows a “pillar connecting structure” formed by connecting a pillar material 20 as a second structural member to a base 10 as a first structural member, and a large pull 30 according to the present embodiment connected to the base 10. This is the “Drawing connection structure”. Here, a connecting member 40 is interposed at a boundary portion between the base 10 and the column member 20, and a large pull connecting member 50 is interposed at a boundary portion between the base 10 and the large pull 30. .

(土台)
土台10は、基礎Kの上面に沿って設置される土台下層部10Aと、この土台下層部10Aの上面に固着された土台上層部10Bとを備えている。なお、本実施形態では、土台10は、基礎Kの上面に所定の間隔をあけて配設された複数のスペーサS,S,…の上面に設置されている。
(Base)
The base 10 includes a base lower layer portion 10A installed along the upper surface of the foundation K, and a base upper layer portion 10B fixed to the upper surface of the base lower layer portion 10A. In the present embodiment, the base 10 is installed on the upper surfaces of a plurality of spacers S, S,... Arranged at predetermined intervals on the upper surface of the foundation K.

土台下層部10Aは、図2に示すように、アルミニウム合金製の中空押出形材からなり、その上部の幅方向の中央には、その長手方向に沿って凹部17が形成されている。土台下層部10Aの構成をより詳細に説明すると、この土台下層部10Aは、下壁11と、この下壁11に垂設された左右一対の側壁12,12と、この側壁12,12間において下壁11に垂設された左右一対の仕切壁13,13と、この仕切壁13,13の上端同士を連結する底壁14と、この底壁14の端部に垂設された左右一対の内壁15,15と、各内壁15と各側壁12とを連結する左右一対の上壁16,16とを備えており、底壁14と一対の内壁15,15とにより凹部17が形成されている。   As shown in FIG. 2, the base lower layer portion 10 </ b> A is made of an aluminum alloy hollow extruded shape, and a concave portion 17 is formed along the longitudinal direction at the center in the width direction of the upper portion. The structure of the base lower layer portion 10A will be described in more detail. The base lower layer portion 10A includes a lower wall 11, a pair of left and right side walls 12 and 12 suspended from the lower wall 11, and the side walls 12 and 12. A pair of left and right partition walls 13, 13 suspended from the lower wall 11, a bottom wall 14 connecting the upper ends of the partition walls 13, 13, and a pair of left and right walls suspended from the end of the bottom wall 14 Inner walls 15 and 15 and a pair of left and right upper walls 16 and 16 that connect each inner wall 15 and each side wall 12 are provided, and a recess 17 is formed by the bottom wall 14 and the pair of inner walls 15 and 15. .

図3(a),(b)に示すように、下壁11には、その幅方向の中央に挿通孔11aが穿設されている。挿通孔11aには、基礎Kに植設されたアンカーボルトBが挿通される。
各側壁12は、下壁11の縁端からやや内側に入った位置に垂設されている。つまり、下壁11の縁部11bは、各側壁12の下端部から側方に向かって張り出している。言い換えれば、土台下層部10Aの側面にその側方に向かって張り出す張出部が形成されているといえる。
仕切壁13,13は、土台下層部10Aの内部であって凹部17の底面の下方に形成されており、且つ、下壁11の挿通孔11aおよび底壁14の挿通孔14aを挟んで対向している。
底壁14は、その縁部が仕切壁13よりも外側に張り出しており、また、アンカーボルトBが挿通される挿通孔14aが幅方向の中央に穿設されている。つまり、凹部17の底面に挿通孔14aが穿設されている。
内壁15,15は、底壁14の挿通孔14aを挟んで対向している。内壁15,15の離隔距離(すなわち、凹部17の幅)は、後記する連結部材40の固定部41の幅よりも若干大きくなっており、各内壁15の高さは、固定部41の厚さよりも大きくなっている。
As shown in FIGS. 3A and 3B, the lower wall 11 has an insertion hole 11a formed at the center in the width direction. The anchor bolt B planted in the foundation K is inserted through the insertion hole 11a.
Each side wall 12 is suspended from the edge of the lower wall 11 at a position slightly inside. That is, the edge 11 b of the lower wall 11 protrudes laterally from the lower end of each side wall 12. In other words, it can be said that an overhanging portion is formed on the side surface of the base lower layer portion 10A so as to project toward the side.
The partition walls 13, 13 are formed inside the base lower layer portion 10A and below the bottom surface of the recess 17, and face each other with the insertion hole 11a of the lower wall 11 and the insertion hole 14a of the bottom wall 14 interposed therebetween. ing.
The bottom wall 14 has an edge projecting outward from the partition wall 13, and an insertion hole 14 a through which the anchor bolt B is inserted is formed in the center in the width direction. That is, the insertion hole 14 a is formed in the bottom surface of the recess 17.
The inner walls 15, 15 are opposed to each other with the insertion hole 14 a of the bottom wall 14 interposed therebetween. The separation distance between the inner walls 15, 15 (that is, the width of the recess 17) is slightly larger than the width of the fixing portion 41 of the connecting member 40 described later, and the height of each inner wall 15 is greater than the thickness of the fixing portion 41. Is also getting bigger.

土台上層部10Bは、図2に示すように、土台下層部10Aの上面の幅寸法と同じ幅寸法に設定された木材からなり、その上面側から螺入される複数のドリリングタッピングねじ19,19,…によって土台下層部10Aの上面(左右の上壁16,16)に固着される。なお、土台上層部10Bの厚さは、構造用合板60(図1参照)を固定するための釘や間柱70(図1参照)を固定するための釘を打ちつけるのに最小限必要な厚さであればよい。また、土台下層部10Aと土台上層部10Bとは、これらを基礎K(図1参照)の上面に設置する前に、予め工場等で一体にしておく。   As shown in FIG. 2, the base upper layer portion 10B is made of wood set to the same width as the upper surface of the base lower layer portion 10A, and a plurality of drilling tapping screws 19, 19 screwed from the upper surface side. Are fixed to the upper surface (left and right upper walls 16, 16) of the base lower layer 10A. Note that the thickness of the base upper layer portion 10B is a minimum thickness necessary for driving a nail for fixing the structural plywood 60 (see FIG. 1) and a nail for fixing the spacer 70 (see FIG. 1). If it is. Further, the base lower layer portion 10A and the base upper layer portion 10B are previously integrated in a factory or the like before they are installed on the upper surface of the foundation K (see FIG. 1).

ドリリングタッピングねじ19は、本実施形態では、土台上層部10Bの長手方向に沿って二列に配設されており、各列において、長手方向に隣り合うドリリングタッピングねじ19同士の間隔が一定になっている。このようにしておけば、例えば、土台上層部10Bの側面に構造用合板60(図1参照)等を固定する場合など、ドリリングタッピングねじ19の位置を直接目視できないような状況下であっても、複数のドリリングタッピングねじ19,19,…が長手方向に等間隔に配置されているが故に、柱材20等を基準とすることによりドリリングタッピングねじ19の位置を把握することが可能となり、その結果、ドリリングタッピングねじ19を避けて釘を打ちつけることが可能となる。また、ドリリングタッピングねじ19を使用すると、土台下層部10Aと土台上層部10Bとが強固に結合されることになり、さらに、下孔も不要となることから、土台10の製造も容易になる。   In this embodiment, the drilling tapping screws 19 are arranged in two rows along the longitudinal direction of the base upper layer portion 10B, and in each row, the interval between the drilling tapping screws 19 adjacent in the longitudinal direction is constant. ing. In this way, for example, when the structural plywood 60 (see FIG. 1) or the like is fixed to the side surface of the base upper layer portion 10B, the position of the drilling tapping screw 19 cannot be directly observed. Since the plurality of drilling tapping screws 19, 19,... Are arranged at equal intervals in the longitudinal direction, the position of the drilling tapping screw 19 can be grasped by using the column material 20 as a reference. As a result, it is possible to drive the nail while avoiding the drilling tapping screw 19. In addition, when the drilling tapping screw 19 is used, the base lower layer portion 10A and the base upper layer portion 10B are firmly coupled to each other, and the lower hole is not required, so that the base 10 can be easily manufactured.

また、土台上層部10Bには、土台下層部10Aの挿通孔11a,14aの上方に位置する部分に開口部18が形成されている。開口部18は、アンカーボルトBに螺合されるナットNを少なくとも挿通可能な形状であればよいが、本実施形態では、矩形形状を呈しており、図4に示すように、連結部材40の固定部41を挿通可能な大きさに形成されている。なお、図示は省略するが、基礎Kには、複数のアンカーボルトB(図3(a)参照)が所定の間隔をあけて植設されており、これに対応して、土台上層部10Bにも、複数の開口部18が所定の間隔をあけて形成されている。   Further, in the base upper layer portion 10B, an opening 18 is formed in a portion located above the insertion holes 11a and 14a of the base lower layer portion 10A. The opening 18 may have any shape that allows at least the nut N to be screwed into the anchor bolt B to be inserted. In the present embodiment, the opening 18 has a rectangular shape, and as shown in FIG. The fixed part 41 is formed in a size that can be inserted. In addition, although illustration is abbreviate | omitted, in the foundation K, the some anchor bolt B (refer Fig.3 (a)) is planted at predetermined intervals, and it corresponds to this in the base upper layer part 10B. Also, a plurality of openings 18 are formed at predetermined intervals.

なお、図3(a)に示すように、土台上層部10Bの上面に柱材20(図1参照)等が設置されることから、土台下層部10Aの凹部17の深さおよび土台上層部10Bの厚さは、アンカーボルトBの上端が土台上層部10Bの上面から突出しないような大きさに設定しておくのが望ましい。なお、凹部17を設けずに、土台下層部10Aの上面を面一にすることも可能ではあるが、このようにすると、土台上層部10Bの厚さを図3(a)に示すものよりも大きくする必要があることから、結局のところ、土台10に占める木材の割合が大きくなって土台10全体の重量が嵩んでしまう。これに対し、土台下層部10Aに凹部17に設けると、この凹部17の深さ分だけ土台上層部10Bの厚さを小さくすることが可能になる。つまり、土台下層部10Aに凹部17に設けると、土台上層部10Bの厚さが小さくなる分だけ土台10に占める木材の割合が小さくなり、土台10全体の重量が軽量になる。   As shown in FIG. 3 (a), since the column member 20 (see FIG. 1) and the like are installed on the upper surface of the base upper layer portion 10B, the depth of the concave portion 17 of the base lower layer portion 10A and the base upper layer portion 10B. It is desirable to set the thickness of the anchor bolt B so that the upper end of the anchor bolt B does not protrude from the upper surface of the base upper layer portion 10B. Although it is possible to make the upper surface of the base lower layer portion 10A flush without providing the recess 17, the thickness of the base upper layer portion 10B is made larger than that shown in FIG. 3 (a). Since it is necessary to enlarge, after all, the ratio of the wood which occupies for the base 10 becomes large, and the weight of the base 10 whole will increase. On the other hand, when the concave portion 17 is provided in the base lower layer portion 10 </ b> A, the thickness of the base upper layer portion 10 </ b> B can be reduced by the depth of the concave portion 17. In other words, when the recess 17 is provided in the base lower layer portion 10A, the proportion of the wood in the base 10 is reduced by the thickness of the base upper layer portion 10B, and the weight of the entire base 10 is reduced.

また、土台10は、図3(a)に示すように、アンカーボルトBを利用して基礎Kの上面に沿って固定される。土台10を基礎Kの上面に沿って固定するには、土台下層部10Aの挿通孔11a,14aにアンカーボルトBを挿通しつつ土台10をスペーサS,S,…の上面に設置し、土台下層部10Aの凹部17の底面から突出したアンカーボルトBのねじ部にナットNを螺合すればよい。なお、土台下層部10Aの内部であって凹部17の底面の下方に、挿通孔11a,14aを挟んで対向する一対の仕切壁13,13が形成されているので、ナットNを強固に締め付けたとしても、凹部17の底面に生ずる変形は非常に小さい。   Moreover, the base 10 is fixed along the upper surface of the foundation K using the anchor bolt B, as shown in FIG. In order to fix the base 10 along the upper surface of the foundation K, the base 10 is installed on the upper surfaces of the spacers S, S,... While the anchor bolts B are inserted through the insertion holes 11a, 14a of the base lower layer portion 10A. What is necessary is just to screw the nut N in the thread part of the anchor bolt B which protruded from the bottom face of the recessed part 17 of 10 A of parts. In addition, since the pair of partition walls 13 and 13 that are opposed to each other with the insertion holes 11a and 14a interposed therebetween are formed inside the base lower layer portion 10A and below the bottom surface of the concave portion 17, the nut N is firmly tightened. Even so, the deformation occurring on the bottom surface of the recess 17 is very small.

そして、このような土台10によると、その土台上層部10Bに対してはその上面若しくは側面に釘を打ちつけることが可能となる。つまり、図1に示すように、従前の木質系住宅と同じ要領で構造用合板60や間柱70等を土台10に固定することが可能となる。   And according to such a base 10, it becomes possible to hit a nail on the upper surface or the side of the base upper layer portion 10B. That is, as shown in FIG. 1, the structural plywood 60, the stud 70, and the like can be fixed to the base 10 in the same manner as a conventional wooden house.

また、土台10は、その土台下層部10Aがアルミニウム合金製の押出形材で構成されていることから、「白蟻の食害を受けない」、「湿気による腐食や寸法の変化がない」、といったアルミニウム合金製の土台の利点をも兼ね備えており、さらに、土台10全体の重量も従前の木製土台に比べれば依然として軽量であることから、その運搬や施工現場での取り回しも良好である。   In addition, since the base 10 is made of an extruded material made of an aluminum alloy, the base 10 is made of aluminum such as “not subject to white ant corrosion” or “no corrosion or dimensional change due to moisture”. It also has the advantages of an alloy base, and further, the weight of the base 10 as a whole is still lighter than that of a conventional wooden base.

(柱材)
柱材20は、図4に示すように、その下端部にスリット21が形成されている。スリット21は、鉛直面に沿って形成されており、且つ、連結部材40の挿入部42を挿入可能な寸法形状に形成されている。
(Column material)
As shown in FIG. 4, the column member 20 has a slit 21 formed at the lower end thereof. The slit 21 is formed along a vertical plane and has a dimension that allows the insertion portion 42 of the connecting member 40 to be inserted.

(連結部材)
連結部材40は、断面逆T字形状を呈するアルミニウム合金製の押出形材からなり、土台10に固定される固定部41と、柱材20のスリット21に挿入される挿入部42とを備えている。
(Connecting member)
The connecting member 40 is made of an extruded product made of aluminum alloy having an inverted T-shaped cross section, and includes a fixing portion 41 fixed to the base 10 and an insertion portion 42 inserted into the slit 21 of the column member 20. Yes.

固定部41は、矩形形状を呈しており、土台上層部10Bの開口部18を通って土台下層部10Aの凹部17に挿入される。固定部41の中央には、アンカーボルトB(図3(a)参照)を挿通可能な挿通孔41aが穿設されている。   The fixing portion 41 has a rectangular shape, and is inserted into the concave portion 17 of the base lower layer portion 10A through the opening 18 of the base upper layer portion 10B. In the center of the fixing portion 41, an insertion hole 41a into which the anchor bolt B (see FIG. 3A) can be inserted is formed.

挿入部42は、固定部41の上面に立設されており、固定部41の挿通孔41aの上方に位置する部位に開口部42aが形成されている。つまり、挿入部42は、固定部41の挿通孔41aを挟んで併設された一対の板状の脚部42b,42bと、この脚部42b,42bの上端同士を連結する板状の頭部42cとを備えており、全体として門形を呈している。   The insertion part 42 is erected on the upper surface of the fixing part 41, and an opening part 42 a is formed at a position located above the insertion hole 41 a of the fixing part 41. That is, the insertion portion 42 includes a pair of plate-like leg portions 42b and 42b that are provided side by side with the insertion hole 41a of the fixing portion 41, and a plate-like head portion 42c that connects the upper ends of the leg portions 42b and 42b. And has a gate shape as a whole.

連結部材40を製作するには、図5に示すように、断面逆T字形状を呈するアルミニウム合金製の押出形材Aを適宜な長さで切断するとともに、その縦板A2の下部を矩形形状に繰り抜いて開口部42aを形成し、その底板A1に開口部42aに通じる透孔を穿設して挿通孔41aを形成すればよい。このようにアルミニウム合金製の押出形材Aを加工して連結部材40を形成すると、連結部材40の生産性が向上する。なお、連結部材40をアルミニウム合金製の鋳造品で形成しても差し支えない。   In order to manufacture the connecting member 40, as shown in FIG. 5, the extruded shape A made of aluminum alloy having an inverted T-shaped cross section is cut to an appropriate length, and the lower portion of the vertical plate A2 is rectangular. It is only necessary to form the opening 42a by forming the opening 42a, and to form a through hole 41a by drilling a through-hole communicating with the opening 42a in the bottom plate A1. When the connecting member 40 is formed by processing the extruded shape A made of aluminum alloy in this way, the productivity of the connecting member 40 is improved. The connecting member 40 may be formed of an aluminum alloy casting.

また、連結部材40は、図1に示すように、アンカーボルトBを利用して土台10に固定される。連結部材40を土台10に固定するには、図4に示すように、連結部材40の固定部41を土台上層部10Bの開口部18から土台下層部10Aの凹部17に挿入し、次いで、固定部41の挿通孔41aにアンカーボルトBのねじ部を挿通しつつ固定部41を凹部17の底面に載置し、その後、図3(a)に示すように、凹部17の底面から突出したアンカーボルトBのねじ部にナットNを螺合すればよい。   Moreover, the connection member 40 is fixed to the base 10 using the anchor bolt B, as shown in FIG. In order to fix the connecting member 40 to the base 10, as shown in FIG. 4, the fixing portion 41 of the connecting member 40 is inserted into the recess 17 of the base lower layer portion 10A from the opening 18 of the base upper layer portion 10B, and then fixed. The fixing portion 41 is placed on the bottom surface of the concave portion 17 while the threaded portion of the anchor bolt B is inserted into the insertion hole 41a of the portion 41, and then the anchor protruding from the bottom surface of the concave portion 17 as shown in FIG. A nut N may be screwed into the threaded portion of the bolt B.

(柱材の連結構造)
柱材20は、図1に示すように、連結部材40を介して土台10に連結されている。また、柱材20の下端部と連結部材40の挿入部42とは、柱材20のスリット21(図4参照)と平行な側面(表面)から挿入部42の頭部42c(図4参照)を貫通して螺入された複数のドリリングタッピングねじ22,22によって接合されている。なお、ドリリングタッピングねじ22の本数は、柱材20に作用する荷重の大きさ等に応じて適宜変更しても差し支えないが、おおよそ二〜七本の範囲である。また、図示は省略するが、三本以上のドリリングタッピングねじ22を使用する場合であっても、各ドリリングタッピングねじ22を挿入部42の頭部42c(図4参照)を貫通させる。なお、複数のドリリングタッピングねじ22は、横一列又は二列に配置される。
(Linked column structure)
As shown in FIG. 1, the column member 20 is connected to the base 10 via a connecting member 40. Further, the lower end portion of the column member 20 and the insertion portion 42 of the connecting member 40 are formed from the side surface (surface) parallel to the slit 21 (see FIG. 4) of the column member 20 and the head portion 42c (see FIG. 4) of the insertion portion 42. Are joined by a plurality of drilling tapping screws 22, 22 screwed through. The number of drilling tapping screws 22 may be appropriately changed according to the magnitude of the load acting on the column member 20, but is approximately in the range of two to seven. Although not shown, even when three or more drilling tapping screws 22 are used, each drilling tapping screw 22 is passed through the head portion 42c of the insertion portion 42 (see FIG. 4). The plurality of drilling tapping screws 22 are arranged in one horizontal row or two rows.

そして、連結部材40を使用した連結構造によると、第一の構造部材たる土台10と第二の構造部材たる柱材20とを簡単且つ確実に連結することができ、さらに、連結部材40が基礎Kに植設されたアンカーボルトBを利用して固定されるので、連結部材40に作用する引抜力が確実に基礎Kに伝達されることになる。   And according to the connection structure using the connection member 40, the base 10 which is a 1st structural member, and the pillar material 20 which is a 2nd structural member can be connected easily and reliably, and also the connection member 40 is a foundation. Since it is fixed using the anchor bolt B implanted in K, the pulling force acting on the connecting member 40 is reliably transmitted to the foundation K.

また、かかる連結構造は、下孔を必要としないドリリングタッピングねじ22を利用して柱材20の下端部と連結部材40の挿入部42とを接合する構成であることから、施工性が良好であり、かつ、下孔加工を必要としない分だけ柱材20および連結部材40の生産性も向上する。また、柱材20の下端部と連結部材40の挿入部42とを結合ピンあるいはボルトで固定する従前の連結構造においては、結合ピン等の本数と同数の下孔を予め穿設しておく必要があることから、下孔を穿設した後に結合ピン等の本数を変更することはできないが、前記した連結構造によると、下孔を必要としないが故に、ドリリングタッピングねじ22の本数を任意に設定することが可能となる。   Moreover, since this connection structure is the structure which joins the lower end part of the pillar material 20, and the insertion part 42 of the connection member 40 using the drilling tapping screw 22 which does not require a pilot hole, workability is favorable. In addition, the productivity of the column member 20 and the connecting member 40 is improved by the amount that does not require the preparation of the lower hole. Further, in the conventional connection structure in which the lower end portion of the column member 20 and the insertion portion 42 of the connection member 40 are fixed with a connection pin or a bolt, it is necessary to previously drill as many pilot holes as the number of connection pins or the like. Therefore, the number of connecting pins and the like cannot be changed after drilling the pilot hole. However, according to the connection structure described above, since the pilot hole is not required, the number of drilling tapping screws 22 can be arbitrarily set. It becomes possible to set.

なお、図3(a)に示すように、土台下層部10Aの内部であって凹部17の底面の下方に一対の仕切壁13,13が形成されているので、柱材20を介して連結部材40に大きな荷重が作用したとしても、凹部17の底面に生ずる変形は非常に小さい。   As shown in FIG. 3A, since the pair of partition walls 13 and 13 are formed inside the base lower layer portion 10A and below the bottom surface of the recess 17, the connecting member is interposed via the column member 20. Even if a large load is applied to 40, the deformation generated on the bottom surface of the recess 17 is very small.

(大引)
大引30は、図1に示すように、土台10の土台下層部10Aの側面に接続される大引下層部30Aと、この大引下層部30Aの上面に固着された大引上層部30Bとを備えている。
(Ohiki)
As shown in FIG. 1, the large pull 30 includes a large pull lower layer portion 30A connected to the side surface of the base lower layer portion 10A of the base 10, and a large pull upper layer portion 30B fixed to the upper surface of the large pull lower layer portion 30A. It has.

大引下層部30Aは、図6に示すように、断面矩形形状を呈するアルミニウム合金製の中空押出形材からなり、その端部の下面には、大引接続部材50を挿入可能な開口部34が形成されている。大引下層部30Aの構成をより詳細に説明すると、この大引下層部30Aは、下壁31と、この下壁31の端部に垂設された左右一対の側壁32,32と、この側壁32,32の上端同士を連結する上壁33とを備えており、下壁31の端部が切除されて開口部34が形成されている。なお、本実施形態では、図3(a)に示すように、大引下層部30Aの上面と土台下層部10Aの上面とが面一になっている。   As shown in FIG. 6, the large pulling lower layer portion 30A is made of an aluminum alloy hollow extruded section having a rectangular cross section, and an opening 34 into which the large pulling connection member 50 can be inserted is formed on the lower surface of the end portion. Is formed. The structure of the large pulling lower layer portion 30A will be described in more detail. The large pulling lower layer portion 30A includes a lower wall 31, a pair of left and right side walls 32, 32 suspended from the end of the lower wall 31, and the side walls. The upper wall 33 which connects the upper ends of 32 and 32 is provided, The edge part of the lower wall 31 is cut off, and the opening part 34 is formed. In the present embodiment, as shown in FIG. 3A, the upper surface of the large lower layer portion 30A and the upper surface of the base lower layer portion 10A are flush with each other.

大引上層部30Bは、図6に示すように、大引下層部30Aの上面の幅寸法と同じ幅寸法に設定された木材からなり、その上面側から螺入された複数のドリリングタッピングねじ39によって大引下層部30Aの上面(上壁33)に固着されている。なお、本実施形態では、図3(a)に示すように、大引上層部30Bの厚さは、土台上層部10Bの同じ厚さに設定されており、大引上層部30Bの上面と土台上層部10Bの上面とが面一になっている。   As shown in FIG. 6, the large drawing upper layer portion 30B is made of wood set to the same width as the width of the upper surface of the large drawing lower layer portion 30A, and a plurality of drilling tapping screws 39 screwed from the upper surface side. Is fixed to the upper surface (upper wall 33) of the large drawing lower layer 30A. In this embodiment, as shown in FIG. 3A, the thickness of the large upper layer portion 30B is set to the same thickness as the base upper layer portion 10B, and the upper surface and the base of the large upper layer portion 30B are set. The upper surface of the upper layer part 10B is flush with the upper surface.

ドリリングタッピングねじ39は、図6に示すように、大引上層部30Bの長手方向に沿って二列に配設されており、各列において、長手方向に隣り合うドリリングタッピングねじ39同士の間隔が一定になっている。このようにすると、例えば、大引上層部30Bの上面に床材や根太等を固定する場合など、ドリリングタッピングねじ39の位置を直接目視できないような状況下であっても、複数のドリリングタッピングねじ39が長手方向に等間隔に配置されているが故に、柱材20(図1参照)等を基準とすることでドリリングタッピングねじ39の位置を把握することが可能となり、その結果、ドリリングタッピングねじ39を避けて釘を打ちつけることが可能となる。   As shown in FIG. 6, the drilling tapping screws 39 are arranged in two rows along the longitudinal direction of the large pulling upper layer portion 30 </ b> B. In each row, the interval between the drilling tapping screws 39 adjacent to each other in the longitudinal direction is set. It is constant. In this case, a plurality of drilling tapping screws can be used even under circumstances where the position of the drilling tapping screw 39 cannot be directly visually observed, for example, when a flooring or joist is fixed to the upper surface of the large upper layer 30B. Since 39 are arranged at equal intervals in the longitudinal direction, it is possible to grasp the position of the drilling tapping screw 39 by using the column member 20 (see FIG. 1) as a reference, and as a result, the drilling tapping screw. It is possible to drive nails avoiding 39.

(大引接続部材)
大引接続部材50は、図4に示すように、アルミニウム合金製の中空押出形材からなり、土台下層部10Aの側面に固定される当接板51と、この当接板51に垂設された一対の張出板52,52と、この張出板52,52の先端同士を連結する連結板53とを備えている。張出板52,52と連結板53とで形成される断面コ字形の部位は、大引下層部30Aの開口部34を通ってその内部に嵌挿され、張出板52,52および連結板53の上端面が大引下層部30Aの内部の上面(すなわち、上壁33の下面)に当接し(図3(a)参照)、張出板52,52の外側面が大引下層部30Aの内部の側面(すなわち、側壁32の内面)に当接する(図3(b)参照)。
(Large connecting member)
As shown in FIG. 4, the large pull connecting member 50 is made of an aluminum alloy hollow extruded shape member, and a contact plate 51 fixed to the side surface of the base lower layer portion 10 </ b> A, and suspended from the contact plate 51. A pair of overhanging plates 52, 52 and a connecting plate 53 for connecting the ends of the overhanging plates 52, 52 are provided. A section having a U-shaped cross section formed by the overhanging plates 52 and 52 and the connecting plate 53 is inserted and inserted into the inside through the opening 34 of the large pulling lower layer portion 30A, and the overhanging plates 52 and 52 and the connecting plate The upper end surface of 53 abuts on the upper surface inside the large drawing lower layer portion 30A (ie, the lower surface of the upper wall 33) (see FIG. 3A), and the outer surfaces of the overhanging plates 52, 52 are the large drawing lower layer portion 30A. (See FIG. 3B).

また、大引接続部材50は、図3(a)に示すように、その下端面を土台下層部10Aの下壁11の端部11bに載置したときに、その上端面(すなわち、図4に示す当接板51、張出板52および連結板53の各上端面)が土台下層部10Aの上面から大引下層部30Aの上壁33の肉厚分だけ下方に位置するような高さ寸法に設定されている。   Further, as shown in FIG. 3A, when the large pull connecting member 50 is placed on the end portion 11b of the lower wall 11 of the base lower layer portion 10A, the upper end surface (that is, FIG. 4). The heights of the contact plate 51, the overhang plate 52, and the connecting plate 53 shown in FIG. 5 are located below the upper surface of the base lower layer portion 10A by the thickness of the upper wall 33 of the large lower layer portion 30A. Set to dimensions.

(大引の接続構造)
大引30は、図1に示すように、大引接続部材50を介して土台10の側面に接続される。大引30を大引接続部材50に接合するには、土台10の側面に固定された大引接続部材50の上方において土台10と略直交状態に保持した大引30を下方に降ろして大引下層部30Aの開口部34(図4参照)に大引接続部材50の断面コ字状の部位を嵌挿し、大引下層部30Aの内部の上面(すなわち、上壁33の下面)を大引接続部材50の上端面に載置したうえで、図3(b)に示すように、大引下層部30Aの側面(すなわち、側壁32の外側面)からドリリングタッピングねじ58を螺入すればよい。つまり、大引下層部30Aは、図3(a)に示すように、その内部の上面に大引接続部材50の上端面が当接した状態で、且つ、図3(b)に示すように、その内部の側面に大引接続部材50の外側面が当接した状態で大引接続部材50に対して固定される。
(Ohiki connection structure)
As shown in FIG. 1, the large pull 30 is connected to the side surface of the base 10 via a large pull connection member 50. In order to join the large pull 30 to the large pull connection member 50, the large pull 30 held substantially orthogonal to the base 10 above the large pull connection member 50 fixed to the side surface of the base 10 is lowered to the large pull. A U-shaped section of the large pull connecting member 50 is fitted into the opening 34 (see FIG. 4) of the lower layer 30A, and the upper surface inside the large pull lower layer 30A (ie, the lower surface of the upper wall 33) is largely pulled. After mounting on the upper end surface of the connecting member 50, as shown in FIG. 3B, a drilling tapping screw 58 may be screwed from the side surface of the large pulling lower layer 30A (that is, the outer surface of the side wall 32). . That is, as shown in FIG. 3A, the large pulling lower layer portion 30A is in a state where the upper end surface of the large pulling connection member 50 is in contact with the inner upper surface, and as shown in FIG. 3B. The outer drawing surface is fixed to the drawing connection member 50 with the outer surface of the drawing connection member 50 in contact with the inner side surface.

なお、大引接続部材50を土台10の側面に固定するには、当接板51の下端を土台下層部10Aの下壁11の縁部11bに載置しつつその背面を土台下層部10Aの側面に当接させ、当接板51の表面側からドリリングタッピングねじ59を螺入すればよい。このとき、土台下層部10Aの縁部(張出部)11bによって大引接続部材50の位置決めがなされることになるので、その取付作業を簡易迅速に行うことができる。   In addition, in order to fix the large pull connecting member 50 to the side surface of the base 10, the lower end of the contact plate 51 is placed on the edge 11b of the lower wall 11 of the base lower layer portion 10A, and the back surface of the base lower layer portion 10A. The drilling tapping screw 59 may be screwed in from the surface side of the contact plate 51 by contacting the side surface. At this time, since the large pull connecting member 50 is positioned by the edge portion (overhang portion) 11b of the base lower layer portion 10A, the attaching operation can be performed easily and quickly.

そして、大引接続部材50を使用した大引30の接続構造によると、図3(a)に示すように、大引下層部30Aの内部の上面が大引接続部材50の上端面に載置され、しかも、大引接続部材50の下端面が土台下層部10Aの下壁11の縁部11bに載置されているので、大引30の下方向への移動が拘束されることになる。また、図3(b)に示すように、大引下層部30Aの内部の側面が大引接続部材50の外側面に当接しているので、大引30の横方向への移動も拘束されることになる。つまり、この接続構造は、鉛直荷重に対して高い抵抗力を発揮するだけでなく、大引30の長手方向に直交する方向に作用する水平荷重に対しても高い抵抗力を発揮することになる。   And according to the connection structure of the large pull 30 using the large pull connection member 50, the upper surface inside the large pull lower layer 30A is placed on the upper end surface of the large pull connection member 50 as shown in FIG. Moreover, since the lower end surface of the large pull connection member 50 is placed on the edge 11b of the lower wall 11 of the base lower layer portion 10A, the downward movement of the large pull 30 is restricted. Further, as shown in FIG. 3B, since the inner side surface of the large pull lower layer portion 30A is in contact with the outer surface of the large pull connection member 50, the lateral movement of the large pull 30 is also restrained. It will be. That is, this connection structure not only exhibits high resistance against vertical loads, but also exhibits high resistance against horizontal loads acting in a direction perpendicular to the longitudinal direction of the pull 30. .

(土台の変形例)
図1に示す土台10においては、一つの木材で土台上層部10Bを構成したが、例えば、図7(b)に示す土台10のように、複数(図7では二つ)の上層構成材100,100を幅方向に並列させて土台上層部10Bを構成してもよい。なお、土台下層部10Aの構成は、前記したものと同様であるので、その詳細な説明を省略する。
(Modification of foundation)
In the base 10 shown in FIG. 1, the base upper layer portion 10 </ b> B is configured by one piece of wood, but, for example, a plurality (two in FIG. 7) of upper layer constituent members 100, such as the base 10 shown in FIG. 7B. , 100 may be arranged in parallel in the width direction to form the base upper layer portion 10B. In addition, since the structure of 10 A of foundation | substrate lower layer parts is the same as that mentioned above, the detailed description is abbreviate | omitted.

各上層構成材100は、図7(a)に示すように、その幅寸法が土台下層部10A(図7(b)参照)の上面の幅寸法の半分に設定された木材からなり、隣接する他の上層構成材100側の側部には、アンカーボルトB(図1参照)の位置に対応して切欠き101が形成されている。なお、図示は省略するが、基礎K(図1参照)には、複数のアンカーボルトB(図1参照)が所定の間隔をあけて植設されており、これに対応して、各上層構成材100にも、複数の切欠き101が所定の間隔をあけて形成されている。   As shown in FIG. 7A, each upper layer component 100 is made of wood whose width dimension is set to half the width dimension of the upper surface of the base lower layer portion 10A (see FIG. 7B), and is adjacent to each other. A notch 101 is formed in a side portion on the other upper layer constituent material 100 side corresponding to the position of the anchor bolt B (see FIG. 1). In addition, although illustration is abbreviate | omitted, in the foundation K (refer FIG. 1), the some anchor bolt B (refer FIG. 1) is planted at predetermined intervals, and each upper layer structure is corresponding to this. A plurality of notches 101 are also formed in the material 100 at predetermined intervals.

また、各上層構成材100は、図7(b)に示すように、その切欠き101側の側面102(図7(a)参照)を互いに密着させた状態で土台下層部10Aの上面に並列されており、その上面側から螺入された複数のドリリングタッピングねじ19によって土台下層部10Aの上面に固着されている。なお、本実施形態では、左右の上壁16,16のそれぞれに上層構成材100が固着されている。また、隣り合う上層構成材100,100同士を接着剤等で固着してもよい。このようにすると、一つの木材で土台上層部10Bを構成した場合と同等の強度を得ることが可能となる。   Further, as shown in FIG. 7B, each upper layer constituting member 100 is arranged in parallel with the upper surface of the base lower layer portion 10A in a state where the side surfaces 102 (see FIG. 7A) on the notch 101 side are in close contact with each other. It is fixed to the upper surface of the base lower layer portion 10A by a plurality of drilling tapping screws 19 screwed from the upper surface side. In the present embodiment, the upper layer constituent material 100 is fixed to each of the left and right upper walls 16 and 16. Further, the adjacent upper layer constituent materials 100, 100 may be fixed with an adhesive or the like. If it does in this way, it will become possible to obtain the intensity equivalent to the case where base upper layer part 10B is constituted with one wood.

また、上層構成材100,100を土台下層部10Aの上面に並列すると、左右の上層構成材100,100の切欠き101,101によって、開口部18が形成されることになる。言い換えれば、複数の上層構成材100,100で土台上層部10Bを構成する場合には、切欠き101を利用して開口部18を形成することができる。ここで、一般的には、木材に切欠きを形成する作業の方が、木材に開口部を形成する作業よりも容易である。つまり、一つの部材を刳り抜いて開口部18を形成した図2に示す土台上層部10Bよりも、切欠き101を利用して開口部18を形成した図7(b)に示す土台上層部10Bの方が、その加工が容易であると言える。   Further, when the upper layer constituent members 100, 100 are arranged in parallel with the upper surface of the base lower layer portion 10A, the openings 18 are formed by the notches 101, 101 of the left and right upper layer constituent members 100, 100. In other words, when the base upper layer portion 10 </ b> B is configured by a plurality of upper layer constituent members 100, 100, the opening 18 can be formed using the notch 101. Here, in general, the work of forming the notch in the wood is easier than the work of forming the opening in the wood. That is, the base upper layer portion 10B shown in FIG. 7B in which the opening 18 is formed by using the notch 101, rather than the base upper layer portion 10B shown in FIG. It can be said that the processing is easier.

また、隣り合う上層構成材100,100は、互いに隙間をあけた状態で土台下層部10Aの上面に並列させてもよい。このようにすると、例えば、図8(a)に示すように、土台下層部10Aの幅寸法を大きくした場合であっても、隣り合う上層構成材100,100の間隔を調節するだけで対応することが可能となる。つまり、幅寸法の異なる多種類の土台下層部(図示せず)に対して一種類の上層構成材100で対応することが可能となる。   Further, the adjacent upper layer constituent materials 100, 100 may be juxtaposed on the upper surface of the base lower layer portion 10A with a gap therebetween. If it does in this way, as shown to Fig.8 (a), even if it is a case where the width dimension of 10 A of foundation | substrate lower layer parts is enlarged, it respond | corresponds only by adjusting the space | interval of adjacent upper layer structural material 100,100. It becomes possible. That is, it is possible to cope with various types of base lower layer portions (not shown) having different width dimensions with one type of upper layer constituent material 100.

なお、図示は省略するが、幅広の上層構成材と幅狭の上層構成材とを並列して土台上層部10Bを構成してもよい。この場合には、幅広の上層構成材のみに切欠きを形成しておき、この幅広の上層構成材と切欠きのないの幅狭の上層構成材とを並列して開口部18を形成してもよい。   In addition, although illustration is abbreviate | omitted, you may comprise the base upper layer part 10B in parallel with a wide upper-layer structural material and a narrow upper-layer structural material. In this case, a notch is formed only in the wide upper layer constituent material, and the opening 18 is formed by juxtaposing the wide upper layer constituent material and the narrow upper layer constituent material without a notch. Also good.

また、図8(b)に示す土台10のように、土台上層部10Bの上面に平面視矩形形状を呈する位置決め凹部102を形成してもよい。位置決め凹部102は、柱材20(図1参照)の下端部がちょうど嵌り込む大きさに成形された第一の係合部102aと、間柱70(図1参照)の下端部がちょうど嵌り込む大きさに成形された第二の係合部102bとを備えている。第一の係合部102aは、土台上層部10Bの上面を切り欠くことで形成され、第二の係合部102bは、第一の係合部102aの長手方向の中央部の上面を切り欠くことで形成される。   Further, as in the base 10 shown in FIG. 8B, a positioning concave portion 102 having a rectangular shape in plan view may be formed on the upper surface of the base upper layer portion 10B. The positioning recess 102 has a first engaging portion 102a formed in such a size that the lower end portion of the column member 20 (see FIG. 1) is just fitted and the lower end portion of the intermediate post 70 (see FIG. 1) is just fitted. And a second engaging portion 102b formed in the shape. The first engagement portion 102a is formed by cutting out the upper surface of the base upper layer portion 10B, and the second engagement portion 102b is cut out from the upper surface of the central portion in the longitudinal direction of the first engagement portion 102a. Is formed.

このようにすると、土台上層部10Bに柱材20や間柱70(図1参照)を設置する際に、その位置決めを迅速かつ確実に行うことが可能となる。また、柱材20(図1参照)の下端部は位置決め凹部102の第一の係合部102aに嵌り込むことになり、間柱70(図1参照)の下端部は位置決め凹部102の第二の係合部102bに嵌り込むことになるので、その下端部に作用するせん断力に対して高い抵抗力を発揮することになる。つまり、柱材20(図1参照)等の下端部にせん断力が作用しても、当該せん断力によって柱材20等の取付位置にずれが生じることがない。   If it does in this way, when installing column material 20 or interposition column 70 (refer to Drawing 1) in base upper layer part 10B, it will become possible to perform positioning quickly and reliably. Further, the lower end portion of the column member 20 (see FIG. 1) is fitted into the first engaging portion 102a of the positioning recess 102, and the lower end portion of the spacer 70 (see FIG. 1) is the second end of the positioning recess 102. Since it will fit in the engaging part 102b, a high resistance force will be exhibited with respect to the shearing force which acts on the lower end part. That is, even if a shearing force acts on the lower end portion of the column member 20 (see FIG. 1), the attachment position of the column member 20 or the like does not shift due to the shearing force.

なお、図8(b)では、開口部18と同じ位置に位置決め凹部102を形成しているが、開口部18がない位置に位置決め凹部102を形成してもよい。また、位置決め凹部102は、柱材20や間柱70(図1参照)が取り付けられる位置に形成されるものであり、図示は省略するが、土台上層部10Bの上面に所定の間隔をあけて複数箇所に形成されている。また、図8(b)では、第一の係合部102aと第二の係合部102bとを備える位置決め凹部102を例示したが、例えば、第一係合部102aのみを備える位置決め凹部102であってもよく、あるいは、第二係合部102bのみを備える位置決め凹部102であってもよい。   In FIG. 8B, the positioning recess 102 is formed at the same position as the opening 18, but the positioning recess 102 may be formed at a position where the opening 18 is not present. In addition, the positioning recess 102 is formed at a position where the column member 20 and the inter-column 70 (see FIG. 1) are attached. Although not shown, a plurality of positioning recesses 102 are provided at predetermined intervals on the upper surface of the base upper layer portion 10B. It is formed in the place. 8B illustrates the positioning recess 102 including the first engagement portion 102a and the second engagement portion 102b. For example, in the positioning recess 102 including only the first engagement portion 102a, the positioning recess 102 includes only the first engagement portion 102a. Alternatively, the positioning recess 102 may be provided with only the second engagement portion 102b.

(連結部材の変形例)
連結部材40の構成も図示のものに限定されることはなく、図9に示す連結部材40’のように、筋交80を接合可能な構成のものであっても差し支えない。
(Modification of connecting member)
The structure of the connecting member 40 is not limited to that shown in the figure, and may be a structure capable of joining the bracing 80 as in the connecting member 40 ′ shown in FIG.

連結部材40’は、図10に示すように、アルミニウム合金製の押出形材からなり、土台10に固定される固定部41と、柱材20のスリット21に挿入される挿入部42と、筋交80の下端部の側面が接合される張出部43とを備えている。なお、固定部41および挿入部42の構成は、図4に示す連結部材40のものと同様であるので、その詳細な説明は省略する。   As shown in FIG. 10, the connecting member 40 ′ is made of an extruded product made of an aluminum alloy, and includes a fixing portion 41 fixed to the base 10, an insertion portion 42 inserted into the slit 21 of the column member 20, And a projecting portion 43 to which the side surface of the lower end portion of the cross 80 is joined. In addition, since the structure of the fixing | fixed part 41 and the insertion part 42 is the same as that of the connection member 40 shown in FIG. 4, the detailed description is abbreviate | omitted.

張出部43は、図11に示すように、挿入部42の側端縁の略上半部分から土台10の長手方向に沿って側方に張り出しており、固定部41を土台下層部10Aの凹部17の底面に設置したときに、その下端が土台上層部10Bの上面の僅かに上方に位置するように成形されている。   As shown in FIG. 11, the overhanging portion 43 protrudes laterally along the longitudinal direction of the base 10 from the substantially upper half portion of the side edge of the insertion portion 42, and the fixing portion 41 of the base lower layer portion 10A When installed on the bottom surface of the recess 17, the lower end thereof is shaped to be located slightly above the upper surface of the base upper layer portion 10 </ b> B.

連結部材40’を製作するには、図5に示すように、断面逆T字形状を呈するアルミニウム合金製の押出形材Aを適宜な長さで切断するとともに、切り出した押出形材Aの底板A1の略半分(図5中、符号A1’を付した部位)と縦板A2の一部(図5中、符号A2’を付した部位)を切除して張出部43を形成し、さらに、残った底板A1の上方において縦板A2の下部を矩形形状に繰り抜いて開口部42aを形成し、その底板A1に開口部42aに通じる透孔を穿設して挿通孔41aを形成すればよい。このようにアルミニウム合金製の押出形材Aを加工して連結部材40’を形成すると、連結部材40’の生産性が向上する。なお、連結部材40’をアルミニウム合金製の鋳造品で形成しても差し支えない。   In order to manufacture the connecting member 40 ′, as shown in FIG. 5, the extruded shape A made of aluminum alloy having an inverted T-shaped cross section is cut to an appropriate length, and the bottom plate of the cut extruded shape A is cut. Approximately half of A1 (the part marked with A1 ′ in FIG. 5) and part of the vertical plate A2 (the part marked with A2 ′ in FIG. 5) are excised to form an overhang 43, If the lower portion of the vertical plate A2 is pulled out in a rectangular shape above the remaining bottom plate A1, an opening 42a is formed, and a through hole leading to the opening 42a is formed in the bottom plate A1 to form an insertion hole 41a. Good. When the extruded member A made of aluminum alloy is processed in this way to form the connecting member 40 ', the productivity of the connecting member 40' is improved. The connecting member 40 ′ may be formed of an aluminum alloy casting.

この連結部材40’に筋交80を接合するには、図11に示すように、連結部材40’を土台10に固定したうえで、筋交80の下端部の側面を連結部材40’の張出部43に当接させ、かかる状態で、張出部43側から複数のドリリングタッピングねじ81,81,…を螺入すればよい。   In order to join the bracing 80 to the connecting member 40 ′, as shown in FIG. 11, the connecting member 40 ′ is fixed to the base 10 and the side surface of the lower end portion of the bracing 80 is stretched between the connecting members 40 ′. A plurality of drilling tapping screws 81, 81,... May be screwed into the projecting portion 43 in this state from the projecting portion 43 side.

このような構成の連結部材40’によると、筋交80の下端部を簡単且つ確実に土台10と柱材20との交差部に接合することが可能となる。   According to the connecting member 40 ′ having such a configuration, it is possible to easily and reliably join the lower end portion of the brace 80 to the intersection between the base 10 and the column member 20.

なお、図示の連結部材40’では、挿入部42の片側のみに張出部43を形成したが、これに限定されることはなく、図示は省略するが、挿入部42の両側に張出部43,43を形成しても差し支えない。   In the illustrated connecting member 40 ′, the overhanging portion 43 is formed only on one side of the insertion portion 42. However, the present invention is not limited to this, and although not illustrated, the overhanging portion is formed on both sides of the insertion portion 42. 43 and 43 may be formed.

(大引接続部材の変形例) (Modification of large pull connecting member)

大引接続部材50の構成も図示のものに限定されることはなく、例えば、図12(a)に示す大引接続部材50’や図12(b)に示す大引接続部材50”のような構成のものであっても差し支えない。   The structure of the large pull connection member 50 is not limited to that shown in the figure. For example, the large pull connection member 50 ′ illustrated in FIG. 12A or the large pull connection member 50 ″ illustrated in FIG. It can be of any configuration.

図12(a)に示す大引接続部材50’は、アルミニウム合金製の押出形材からなり、土台10の側面に固定される当接板51と、この当接板51に垂設された一対の張出板52,52とを備えている。一対の張出板52,52は、大引下層部30Aの開口部34を通ってその内部に嵌挿され、その上端面が大引下層部30Aの内部の上面に当接し、張出板52,52の外側面が大引下層部30Aの内部の側面に当接する。   A large connecting member 50 ′ shown in FIG. 12 (a) is made of an extruded shape made of an aluminum alloy, a contact plate 51 fixed to the side surface of the base 10, and a pair suspended from the contact plate 51. Projecting plates 52, 52. The pair of overhanging plates 52, 52 is fitted and inserted into the inside through the opening 34 of the large pulling lower layer portion 30A, and the upper end surface thereof is in contact with the upper surface inside the large pulling lower layer portion 30A. , 52 abuts against the inner side surface of the large pulling lower layer 30A.

つまり、大引下層部30Aは、その内部の上面が大引接続部材50’の上端面に当接した状態で、且つ、その内部の側面が大引接続部材50’の外側面に当接した状態で大引接続部材50’に対して固定される。   That is, the large pulling lower layer portion 30A is in a state in which the upper surface inside is in contact with the upper end surface of the large pulling connection member 50 ′, and the inner side surface is in contact with the outer surface of the large pulling connection member 50 ′. In the state, it is fixed to the large pull connecting member 50 '.

このような大引接続部材50’を使用して構成された大引30の接続構造であっても、前記した大引30の接続構造の場合と同様に、大引下層部30Aの内部の上面が大引接続部材50’の上端面に載置され、しかも、大引接続部材50’の下端面が土台下層部10Aの縁部11bに載置されているので、大引30の下方向への移動が拘束されることになる。また、大引下層部30Aの内部の側面が大引接続部材50’の外側面に当接しているので、大引30の横方向への移動も拘束されることになる。つまり、この接続構造は、鉛直荷重に対して高い抵抗力を発揮するだけでなく、大引30の長手方向に直交する方向に作用する水平荷重に対しても高い抵抗力を発揮することになる。   Even in the connection structure of the large pull 30 configured using such a large pull connection member 50 ′, as in the case of the connection structure of the large pull 30 described above, the upper surface inside the large pull lower layer 30 </ b> A. Is placed on the upper end surface of the large pull connecting member 50 ', and the lower end surface of the large pull connecting member 50' is placed on the edge 11b of the base lower layer portion 10A. Is restricted. Further, since the inner side surface of the large pull lower layer portion 30A is in contact with the outer surface of the large pull connection member 50 ', the lateral movement of the large pull 30 is also restrained. That is, this connection structure not only exhibits high resistance against vertical loads, but also exhibits high resistance against horizontal loads acting in a direction perpendicular to the longitudinal direction of the pull 30. .

図12(b)に示す大引接続部材50”は、アルミニウム合金製の押出形材からなり、土台10の側面に固定される一対の当接板54,54と、各当接板54に垂設された一対の張出板52,52と、この張出板52,52の先端同士を連結する連結板53とを備えている。張出板52,52と連結板53とで形成される断面コ字形の部位は、大引下層部30Aの開口部34を通ってその内部に嵌挿され、その上端面が大引下層部30Aの内部の上面に当接し、張出板52,52の外側面が大引下層部30Aの内部の側面に当接する。   A large pull connecting member 50 ″ shown in FIG. 12 (b) is made of an extruded material made of aluminum alloy, and a pair of contact plates 54, 54 fixed to the side surface of the base 10, and suspended from each contact plate 54. A pair of overhanging plates 52, 52 are provided, and a connecting plate 53 that connects the ends of the overhanging plates 52, 52. The overhanging plates 52, 52 and the connecting plate 53 are formed. The U-shaped section is inserted into the large drawing lower layer 30A through the opening 34, and the upper end surface of the portion is in contact with the upper surface of the large drawing lower layer 30A. The outer side surface contacts the inner side surface of the large pulling lower layer 30A.

つまり、大引下層部30Aは、その内部の上面が大引接続部材50”の上端面に当接した状態で、且つ、その内部の側面が大引接続部材50”の外側面に当接した状態で大引接続部材50”に対して固定される。   In other words, the large pulling lower layer portion 30A is in a state in which the upper surface inside is in contact with the upper end surface of the large pulling connection member 50 ″, and the inner side surface is in contact with the outer surface of the large pulling connection member 50 ″. In the state, it is fixed to the large pull connecting member 50 ″.

このような大引接続部材50”を使用して構成された大引30の接続構造であっても、前記した大引30の接続構造の場合と同様に、大引下層部30Aの内部の上面が大引接続部材50”の上端面に載置され、しかも、大引接続部材50”の下端面が土台下層部10Aの縁部11bに載置されるので、大引30の下方向への移動が拘束されることになる。また、大引下層部30Aの内部の側面が大引接続部材50”の外側面に当接するので、大引30の横方向への移動も拘束されることになる。つまり、この接続構造は、鉛直荷重に対して高い抵抗力を発揮するだけでなく、大引30の長手方向に直交する方向に作用する水平荷重に対しても高い抵抗力を発揮することになる。   Even in the connection structure of the large pull 30 configured using such a large pull connection member 50 ″, the upper surface inside the large pull lower layer 30A is the same as in the case of the large pull 30 connection structure described above. Is placed on the upper end surface of the large pull connecting member 50 ″, and the lower end surface of the large pull connecting member 50 ″ is placed on the edge 11b of the base lower layer portion 10A. Further, since the inner side surface of the large pull lower layer portion 30A abuts on the outer surface of the large pull connection member 50 ″, the lateral movement of the large pull 30 is also restricted. Become. That is, this connection structure not only exhibits high resistance against vertical loads, but also exhibits high resistance against horizontal loads acting in a direction perpendicular to the longitudinal direction of the pull 30. .

なお、前記した実施形態では、大引接続部材50(あるいは、大引接続部材50’、大引接続部材50”)の外側面が大引下層部30Aの内部の側面に当接する場合を例示したが(例えば、図1参照)、作用する荷重の向きや大きさ等によっては、大引接続部材50の外側面が大引下層部30Aの内部の側面に当接していなくてもよい。この場合でも、大引接続部材50の上端面が大引下層部30Aの内部の上面に当接していれば、鉛直荷重に対しては高い抵抗力を発揮することになる。   In the above-described embodiment, the case where the outer surface of the large pull connecting member 50 (or the large pull connecting member 50 ′ or the large pull connecting member 50 ″) abuts the side surface inside the large pull lower layer portion 30A is exemplified. However, depending on the direction and magnitude of the acting load, the outer surface of the large pull connection member 50 may not be in contact with the inner side surface of the large pull lower layer 30A. However, if the upper end surface of the large pull connection member 50 is in contact with the upper surface inside the large pull lower layer portion 30A, a high resistance to a vertical load is exhibited.

また、前記した実施形態では、押出形材で大引接続部材50を形成したが、例えば、鋳造により大引接続部材50を形成してもよい。つまり、前記した実施形態では、板状の要素(当接板51、張出板52、連結板53)を組み合わせて構成した断面中空の大引接続部材50を例示したが、これに限定されることはなく、例えば、図示は省略するが、内部を密実にした大引接続部材であっても差し支えない。   In the above-described embodiment, the large pull connecting member 50 is formed of an extruded profile, but the large pull connecting member 50 may be formed by casting, for example. That is, in the above-described embodiment, the large drawing connecting member 50 having a hollow cross section configured by combining plate-like elements (the contact plate 51, the overhang plate 52, and the connecting plate 53) is illustrated, but the present invention is not limited thereto. For example, although not shown in the figure, a large drawing connection member having a dense inside may be used.

土台に柱材を連結してなる「柱材の連結構造」および土台に本発明に係る大引を接続してなる「大引の接続構造」を示す斜視図である。FIG. 3 is a perspective view showing a “column connection structure” formed by connecting pillars to a base and a “draw connection structure” formed by connecting a large drawing according to the present invention to a base. 土台を示す分解斜視図である。It is a disassembled perspective view which shows a foundation. (a)は「柱材の連結構造」および「大引の接続構造」を示す断面図、(b)は(a)のX−X線断面図である。(A) is sectional drawing which shows "the connection structure of a pillar material", and "large drawing connection structure", (b) is XX sectional drawing of (a). 図1の分解斜視図である。FIG. 2 is an exploded perspective view of FIG. 1. 連結部材の製造方法を説明するための斜視図である。It is a perspective view for demonstrating the manufacturing method of a connection member. 本発明に係る大引の拡大斜視図である。It is an enlarged perspective view of a large drawing according to the present invention. 土台の変形例を示す図であって、(a)は土台上層部の分解斜視図、(b)は(a)の土台上層部を土台下層部の上面に固着した状態を示す斜視図である。It is a figure which shows the modification of a base, Comprising: (a) is a disassembled perspective view of a base upper layer part, (b) is a perspective view which shows the state which fixed the base upper layer part of (a) to the upper surface of a base lower layer part. . (a)は土台の他の変形例を示す斜視図、(b)は土台のさらに他の変形例を示す斜視図である。(A) is a perspective view which shows the other modification of a foundation, (b) is a perspective view which shows the other modification of a foundation. 連結部材の変形例を説明するための斜視図である。It is a perspective view for demonstrating the modification of a connection member. 図9に示す連結部材を説明するための分解斜視図である。It is a disassembled perspective view for demonstrating the connection member shown in FIG. 図9に示す連結部材を説明するための側断面図である。It is a sectional side view for demonstrating the connection member shown in FIG. (a),(b)は大引接続部材の変形例を示す斜視図である。(A), (b) is a perspective view which shows the modification of a large drawing connection member.

符号の説明Explanation of symbols

10 土台
10A 土台下層部
10B 土台上層部
17 凹部
19 ドリリングタッピングねじ
20 柱材
21 スリット
30 大引
30A 大引下層部
30B 大引上層部
34 開口部
40 連結部材
41 固定部
41a 挿通孔
42 挿入部
42a 開口部
50 大引接続部材
51 当接板
52 張出板
53 連結板
60 構造用合板
70 間柱
80 筋交
K 基礎
S スペーサ
B アンカーボルト
N ナット
DESCRIPTION OF SYMBOLS 10 Foundation 10A Foundation lower layer part 10B Foundation upper layer part 17 Recessed part 19 Drilling tapping screw 20 Column material 21 Slit 30 Large drawing 30A Large drawing lower layer part 30B Large drawing upper layer part 34 Opening part 40 Connecting member 41 Fixing part 41a Insertion hole 42 Insertion part 42a Opening 50 Large pulling connection member 51 Abutment plate 52 Overhang plate 53 Connection plate 60 Plywood for structure 70 Intermediary column 80 Bracing K Foundation S Spacer B Anchor bolt N Nut

Claims (5)

土台の側面に接続される大引下層部と、
当該大引下層部の上面に固着された大引上層部とを備える大引であって、
前記大引下層部は、アルミニウム合金製の中空押出形材からなり、
前記大引上層部は、木材からなることを特徴とする大引。
A large pulling lower layer connected to the side of the foundation,
A large drawing comprising a large drawing upper layer portion fixed to the upper surface of the large drawing lower layer portion,
The large draw lower layer portion is made of an aluminum alloy hollow extruded shape,
The large drawing upper layer portion is made of wood.
前記大引下層部と前記大引上層部とが前記大引上層部の上面から螺入された複数のドリリングタッピングねじによって固着されていることを特徴とする請求項1に記載の大引。   The large pull according to claim 1, wherein the large pull lower layer portion and the large pull upper layer portion are fixed by a plurality of drilling tapping screws screwed from the upper surface of the large pull upper layer portion. 長手方向に隣り合う前記ドリリングタッピングねじ同士の間隔が一定になっていることを特徴とする請求項2に記載の大引。   The pulling according to claim 2, wherein a distance between the drilling tapping screws adjacent in the longitudinal direction is constant. 前記大引下層部には、その端部の下面に前記土台の側面に固定される大引接続部材を挿入可能な開口部が形成されており、
前記大引下層部は、その内部の上面を前記大引接続部材の上端面に当接させた状態で固定されることを特徴とする請求項1乃至請求項3に記載の大引。
The large pulling lower layer part is formed with an opening into which a large pulling connection member fixed to the side surface of the base can be inserted on the lower surface of the end part,
4. The large pull according to claim 1, wherein the large pull lower layer portion is fixed in a state in which an upper surface of the large pull lower layer portion is in contact with an upper end surface of the large pull connecting member.
前記大引下層部は、その内部の側面を前記大引接続部材の外面に当接させた状態で固定されることを特徴とする請求項4に記載の大引。   5. The large pull according to claim 4, wherein the large pull lower layer portion is fixed in a state where an inner side surface thereof is in contact with an outer surface of the large pull connecting member.
JP2004126007A 2004-04-21 2004-04-21 Sleeper Pending JP2005307568A (en)

Priority Applications (1)

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Publication Number Publication Date
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Family

ID=35436647

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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