JP2009249935A - Joint hardware for construction - Google Patents

Joint hardware for construction Download PDF

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JP2009249935A
JP2009249935A JP2008100131A JP2008100131A JP2009249935A JP 2009249935 A JP2009249935 A JP 2009249935A JP 2008100131 A JP2008100131 A JP 2008100131A JP 2008100131 A JP2008100131 A JP 2008100131A JP 2009249935 A JP2009249935 A JP 2009249935A
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joining
joint
plate
plates
hardware
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JP5153422B2 (en
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Izuru Hashizume
出 橋詰
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ACT Co Ltd
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ACT Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To secure structurally sufficient strength, besides easy replacement of linear members such as a sill and a column member in wooden framework construction. <P>SOLUTION: A joint hardware 11 for construction that joins the linear members 21 constituting a wooden framework is provided with an outline part 31 of polyhedral cubic shape held between length direction end faces 22 of the linear members 21 and settled between the end faces 22 to join these linear members 21. The outline part 31 includes a plurality of joint plates 32 that can join the end faces. The joint plates 32 are formed with through-holes 33 holding bolts 51 for connecting the linear members 21. An internal connection part 41 for connecting and fixing the joint plates 32 to each other is formed in the outline part 31. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、たとえば、一般住宅、ユニットハウス、バンガロー、社寺建築、簡易店舗、東屋、物置、倉庫、ガレージなどの木造軸組建築に用いるのに好適な接合金物に関する。   The present invention relates to a metal fitting suitable for use in, for example, a wooden frame building such as a general house, a unit house, a bungalow, a shrine / temple building, a simple store, a store, a storeroom, a warehouse, and a garage.

木造軸組構法に用いられる接合金物としては、梁受け金物、柱脚金物など様々なものがあるが、これらは、軸組を構成する線材同士を接合するのに際してこれらを互いに直に接触した状態で接合するものである。つまり、線材は接合部分において縦方向または横方向で相互に重なった状態になっている。このような状態で線材が接合されるので、強固な固定状態が得られるものの、線材が腐食したりした場合に、線材を、接合部分から全体的に取り替えることができない。   There are various types of joint hardware used for the wooden frame construction method, such as beam receiving hardware and column base hardware, but these are in a state in which they are in direct contact with each other when joining the wires constituting the frame. It joins with. That is, the wires are in a state where they overlap each other in the longitudinal direction or the lateral direction at the joint portion. Since the wire is joined in such a state, a strong fixed state can be obtained, but when the wire is corroded, the wire cannot be entirely replaced from the joined portion.

このため、長期間にわたって使用できる建物とするのには難点がある。   For this reason, there exists a difficulty in setting it as the building which can be used for a long period of time.

この点、下記特許文献1のような、木造軸組系ユニットハウスが提案されている。   In this respect, a wooden frame system unit house as disclosed in Patent Document 1 below has been proposed.

このユニットハウスは、ユニット本体の開口部に取り付ける間柱をドリフトピンで固定して、着脱可能にしたものである。
特許第2856629号公報
This unit house is configured such that a stud that is attached to an opening of a unit main body is fixed with a drift pin to be detachable.
Japanese Patent No. 2856629

しかし、間柱以外の柱と梁などの接合部分は一般的な接合金物を用いて固定されている。このため、間柱については取替えが可能であろうが、その他の部分については取替えができない。   However, joint portions such as columns and beams other than the inter-columns are fixed using a general joint hardware. For this reason, it will be possible to replace the studs, but not the other parts.

また、ドリフトピンによる固定は、梁に一部を挿入したホゾパイプを用いるものであって、間柱と梁との間はホゾパイプと、部材同士の接触で支えられている。このため、特に水平力がかかったときにめり込みなどが発生しやすく、ホゾパイプのみに頼らなければならず、強度の面で難点がある。   In addition, the fixing by the drift pin uses a hozo pipe having a part inserted into the beam, and the space between the stud and the beam is supported by the contact between the hozo pipe and the members. For this reason, indentation or the like is likely to occur particularly when a horizontal force is applied, and it is necessary to rely only on the hozopipe, which is difficult in terms of strength.

そこで、この発明は、柱材等の線材の取替えが可能であるうえに、構造上、十分な強度を得ることができるようにすることを主たる目的とする。   Therefore, the main object of the present invention is to make it possible to replace a wire rod such as a column member and to obtain a sufficient strength in terms of structure.

そのための手段は、木造軸組を構成する線材を接合する建築用の接合金物であって、線材の長さ方向の端面間に挟まれてこれらの線材を接合すべく、上記の端面間に収まる多面体立体形状の中空の箱状をなす外郭部を有するとともに、該外郭部には、上記端面を接合可能にする複数の接合板を備え、これら接合板に、上記線材を結合するための結合具を保持する保持部が形成された建築用の接合金物である。   The means for that purpose is a metal fitting for construction that joins the wires constituting the wooden frame, and is sandwiched between the end faces in the length direction of the wires so that these wires are joined between the end faces. A coupling tool for joining the wire rod to the joint plate having a polyhedral three-dimensional hollow box-shaped outer shell portion, and the outer shell portion including a plurality of joint plates capable of joining the end faces. It is the joint metal fitting for construction in which the holding part which hold | maintains was formed.

上記の外郭部は、線材の端面間に位置して、一つの線材の端面と、他の線材の側面とが重なり合わないようにして、複数本の線材の端面間の位置関係を保持する。使用箇所によって全周が囲繞される場合も、一部が露出する場合もある。外郭部は立方体形状に形成して6面に線材の端面を固定できるようにするほか、たとえば立方体形状に形成して2面や3面、4面、5面に線材の端面を固定することも、また、六角堂などのような特異な形態の建物を構成することも、さらには、小屋組みの棟木と棟束等の接合を行うこともできる。   The outer portion is located between the end faces of the wire rods, and maintains the positional relationship between the end surfaces of the plurality of wire rods so that the end surfaces of one wire rod and the side surfaces of the other wire rods do not overlap. Depending on the place of use, the entire circumference may be surrounded, or a part may be exposed. The outer portion is formed in a cubic shape so that the end face of the wire can be fixed to the six faces. For example, the outer face can be formed in a cube shape and the end face of the wire can be fixed to the second, third, fourth, and fifth faces. In addition, it is possible to construct a building having a peculiar form such as a hexagonal hall, and further, it is possible to join a purlin and a bundle of huts.

そして、外郭部に備えられた接合板に線材の端面が固定される。固定は、結合具とこれを保持する保持部で行われる。保持部は、結合具の種類に応じて、貫通孔、ねじ孔、フック状の係合構造などで形成される。   And the end surface of a wire is fixed to the joining board with which the outer shell part was equipped. Fixing is performed by a coupling tool and a holding unit that holds the coupling tool. The holding portion is formed of a through hole, a screw hole, a hook-like engagement structure, or the like according to the type of the coupler.

接合板は線材の端面を固定可能にするもので、接合板に対して端面を固定しなければならないわけではなく、上述のように一部が露出する場合には、そのままにしておいたり、目隠しやアジャスタなどの適宜の部材を固定したりすることもできる。   The joining plate makes it possible to fix the end surface of the wire, and it does not have to be fixed to the joining plate. If part of the joining plate is exposed as described above, it can be left as it is or blindfolded. An appropriate member such as an adjuster or an adjuster can be fixed.

また、外郭部内には、接合板を外郭部内において相互に連結固定する内部連結部が形成されるとよく、この場合には、内部連結部によって接合板が相互に連結されて外郭部の形態が保持されるとともに、内部連結部の形態によっては、結合具の固定がより強固に安定した状態で行える。   Further, it is preferable that an inner connection part for connecting and fixing the joining plates to each other in the outer part is formed in the outer part. In this case, the joining plates are connected to each other by the inner connection part, and the form of the outer part is formed. In addition to being held, depending on the form of the internal connecting portion, it is possible to fix the coupler in a more stable and stable state.

以上のように、この発明によれば、外郭部が線材の端面の間に介在した状態であるので、柱材等の線材の取替えが可能であるうえに、取替え作業も容易である。   As described above, according to the present invention, since the outer portion is interposed between the end faces of the wire rod, the wire rod such as a column can be replaced, and the replacement work is easy.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1は、建築用の接合金物11(以下、「接合金物」という。)の基本構造を示す斜視図であり、図2は分解斜視図、図3は平面図と正面図と縦断面図である。この接合金物11は、金属製で、木造軸組を構成する柱材や梁材、土台などの線材21を接合するものである。線材21は、長さ方向の端面22が接合金物11に突き合わせるように接合される。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view showing a basic structure of a joint metal fitting 11 for construction (hereinafter referred to as “joint metal fitting”), FIG. 2 is an exploded perspective view, and FIG. 3 is a plan view, a front view, and a longitudinal sectional view. is there. The metal joint 11 is made of metal, and joins the wire 21 such as a pillar material, a beam material, and a base constituting the wooden frame. The wire 21 is joined such that the end face 22 in the length direction abuts the joint hardware 11.

このため、接合金物11は、線材21の端面間に収まる多面体立体形状をなす中空の箱状に形成された外郭部31を有する。この外郭部31は、線材21の端面22を接合可能にする複数の接合板32を備える。接合板32には、線材21を結合するための結合具を保持する保持部が形成される。また、接合板32を外郭部31内において相互に連結固定する内部連結部41が形成されている。   For this reason, the metal joint 11 has an outer shell 31 formed in a hollow box shape having a polyhedral solid shape that fits between the end faces of the wire 21. The outer shell portion 31 includes a plurality of bonding plates 32 that enable the end surface 22 of the wire 21 to be bonded. The joining plate 32 is formed with a holding portion for holding a coupler for joining the wire 21. In addition, an internal connection portion 41 that connects and fixes the joining plate 32 to each other in the outer shell portion 31 is formed.

図1に例示した接合金物は、木造建築の柱脚部分、梁部分など、たてよこ同寸の線材21を六方に接合し得る部分で使用できるようにすべく、6個の接合板32…を有する立方体形状に形成されたものである。すなわち、上下2枚の接合板32(32a,32b)のほか、側面の4枚の接合板32を備えている。これらの接合板32…には、結合具(たとえばボルト51(図2参照)。)を保持するための貫通孔33が形成されるとともに、外郭部31内には、隔壁部42と柱状部43とからなる内部連結部41が形成されている。また、外郭部31の平面視における四隅部分には、円弧状の切欠からなる操作口34が形成される。この操作口34は、上記のボルト51を回したりするときに治具を入れる部分である。さらに、上端の接合板32(32a)とこれから先の部分に十字に形成された線は、接合金物11を使用するときの向きを合わせるための基準線35で、刻印、マーキング等の適宜の手段で形成されている。   The joining hardware illustrated in FIG. 1 has six joining plates 32 in order to be able to be used at a part where a vertical-sized wire rod 21 can be joined in six directions, such as a column base part or a beam part of a wooden building. It is formed in the cube shape which has. That is, in addition to the upper and lower two joining plates 32 (32a, 32b), the four joining plates 32 on the side surface are provided. These joining plates 32 are formed with through holes 33 for holding a coupler (for example, a bolt 51 (see FIG. 2)), and a partition wall portion 42 and a columnar portion 43 in the outer shell portion 31. The internal connection part 41 which consists of these is formed. In addition, operation ports 34 made of arcuate notches are formed at the four corners of the outer shell 31 in plan view. The operation port 34 is a portion into which a jig is inserted when the bolt 51 is turned. Further, the joint plate 32 (32a) at the upper end and a line formed in a cross shape in the future part are reference lines 35 for aligning the orientation when the joint hardware 11 is used, and appropriate means such as engraving and marking. It is formed with.

このような接合金物11は、たとえば図2に示したような各部材を溶接などにより相互に結合して製造される。図示例では、接合板32…と隔壁板42,42は一枚の平板状の部材を示したが、たとえば板材を折り曲げた部材などを組み合わせることもできる。   Such a metal joint 11 is manufactured by joining members as shown in FIG. 2 to each other by welding or the like. In the illustrated example, the joining plates 32 and the partition plates 42 and 42 are a single flat plate member. However, for example, a member obtained by bending a plate member may be combined.

上記の上端の接合板32(上端接合板32a)と、下端の接合板32(下端接合板32b)、それに2枚の隔壁部42,42は、正方形の四隅が円弧状に切り欠かかれ、中央には締結具を通すための貫通孔33,44が形成されている。これらの貫通孔33,44のうち、上端接合板32aと下端接合板32bの貫通孔33には、雌ねじ33aが形成されている。   The upper joint plate 32 (upper joint plate 32a), the lower joint plate 32 (lower joint plate 32b), and the two partition walls 42, 42 are cut out in a circular arc shape at the four corners. Are formed with through holes 33 and 44 for passing fasteners. Among these through holes 33 and 44, a female screw 33a is formed in the through hole 33 of the upper end joining plate 32a and the lower end joining plate 32b.

上記の側面の接合板32…(側面接合板32c…)は、たて長の長方形に形成され、中央に貫通孔33が形成されている。また、上記の柱状部43は、上端接合板32a、下端接合板32b、隔壁部42,42の貫通孔33,44よりも大径のパイプで形成され、上端接合板32aと上側の隔壁部42との間と、下端接合板32bと下側の隔壁部42との間に介装される。   The side joining plates 32 (side joining plates 32c ...) are formed in a vertically long rectangle, and a through hole 33 is formed in the center. The columnar portion 43 is formed of a pipe having a diameter larger than that of the upper end joining plate 32a, the lower end joining plate 32b, and the through holes 33 and 44 of the partition portions 42 and 42, and the upper end joining plate 32a and the upper partition portion 42. And between the lower end joining plate 32b and the lower partition wall 42.

なお、図2に仮想線で示したボルト51のように、外郭部31を組み立てた後では組みつけられない部材がある場合には、組み立て段階において組みつけておく。   In addition, when there exists a member which cannot be assembled | attached after the outer shell part 31 is assembled like the volt | bolt 51 shown by the virtual line in FIG. 2, it assemble | attaches in an assembly stage.

このように構成された接合金物11は、図3に示したように、立方体形状の四隅部分の操作口34を通して内外に連通した構造であって、外郭部31の内部には、上下2枚の隔壁部42と2個の柱状部43とからなる内部連結部41が形成されている。つまり、4枚の側面接合板32c…は2枚の隔壁部42,42で相互に連結されるとともに、これら隔壁部42,42と上下両端の上端接合板32aと下端接合板32bが2個の柱状部43,43で連結されて、各部材が相互に高い一体性をもって結合される。この結果、上下左右の圧縮に強い構造となる。図3(a)は平面図、図3(b)は正面図、図3(c)は縦断面図である。   As shown in FIG. 3, the metal joint 11 configured in this way has a structure that communicates inside and outside through the operation port 34 at the four corners of the cube shape. An internal connection portion 41 including a partition wall portion 42 and two columnar portions 43 is formed. That is, the four side surface joining plates 32c are mutually connected by the two partition wall portions 42, 42, and the partition wall portions 42, 42, the upper and lower end joining plates 32a, and the lower end joining plate 32b are two pieces. The members are connected by the columnar portions 43 and 43, and the members are coupled with each other with high integrity. As a result, the structure is strong against vertical and horizontal compression. 3A is a plan view, FIG. 3B is a front view, and FIG. 3C is a longitudinal sectional view.

なお、図1、図2、図3では接合金物11の基本構造を示しており、たとえば、貫通孔33,44に対する雌ねじの有無や、貫通孔33,44の大きさ、外郭部31の縦横の長さ、ボルト51の有無など、細部の構造については、使用箇所や使用目的等に応じて適宜設定される。   1, 2, and 3 show the basic structure of the metal joint 11. For example, the presence or absence of a female screw with respect to the through holes 33, 44, the size of the through holes 33, 44, and the vertical and horizontal directions of the outer shell 31 are shown. The detailed structure such as the length and the presence / absence of the bolt 51 is appropriately set according to the place of use and purpose of use.

以下、接合金物11を柱脚部に使用する例、梁部に使用する例、小屋組に使用する例、異形建築物に使用する例を順に説明する。   Hereinafter, an example of using the joint hardware 11 for the column base part, an example of using the beam part, an example of using the roofing group, and an example of using the deformed building will be described in order.

(柱脚部用の接合金物)
図4は、柱脚部の接合金物11部分の縦断面図、図5はその横断面図であり、これらの図に示すように、下端接合板32bを除く5個の接合板32…に、線材21の端面22が接合されている。この柱脚部用の接合金物11は、接地面Xに置いて使用される設置型のものであるため、結合金物11を接地面Xから浮かせるとともに水平を出すためのアジャスタ61を備えている。すなわち、下端接合板32bと下側の隔壁部42における4枚の側面接合板32c…に近い部分に等間隔でアジャスタ61…の雄ねじ部61aを螺合するねじ孔36,45が形成されている。
(Joint hardware for column base)
FIG. 4 is a longitudinal sectional view of the joint hardware 11 portion of the column base portion, and FIG. 5 is a transverse sectional view thereof.As shown in these drawings, the five joining plates 32 except the lower end joining plate 32b, The end face 22 of the wire 21 is joined. Since the column base metal joint 11 is an installation type used by being placed on the grounding surface X, it is provided with an adjuster 61 for floating the joint metal 11 from the grounding surface X and leveling it. That is, screw holes 36 and 45 for screwing the male screw portions 61a of the adjusters 61 at equal intervals are formed at portions of the lower end bonding plate 32b and the lower partition wall portion 42 that are close to the four side surface bonding plates 32c. .

また、上端接合板32aと上側の隔壁部42には、結合具としてのボルト51が下から保持されている。同様に、各側面接合板32c…の貫通孔33にも、結合具としてのボルト51が保持される。そして、各側面接合板32c…に保持されるボルト51…には、円柱状のコア材52とドリフトピン53によって、線材21としての4本の土台23…が固定される。コア材5は、長さ方向の一方に雌ねじ52aを有し、他方に、ドリフトピン53を挿通する挿通孔52bが形成された金属製のものである。   Further, the upper end joining plate 32a and the upper partition wall 42 hold a bolt 51 as a coupling tool from below. Similarly, the bolts 51 as the couplers are also held in the through holes 33 of the side surface joining plates 32c. The four bases 23 as the wire 21 are fixed to the bolts 51 held by the side surface joining plates 32c by the columnar core member 52 and the drift pin 53. The core material 5 is made of metal having an internal thread 52a on one side in the length direction and an insertion hole 52b through which the drift pin 53 is inserted on the other side.

土台23の接合は、コア材52を挿入保持した土台23を接合金物11に近づけてボルト51を回転して接合を行うほか、接合金物11のボルト51にコア材52を螺合したのち、土台23をコア材52に挿嵌してドリフトピン53で固定することで、接合を行うこともできる。ドリフトピン53に代えて、ボルトナットを使用することもできる。   The base 23 is joined by rotating the bolt 51 by bringing the base 23 with the core material 52 inserted and held close to the joint hardware 11, and screwing the core material 52 to the bolt 51 of the joint hardware 11. It can also join by inserting 23 in the core material 52, and fixing with the drift pin 53. FIG. Instead of the drift pin 53, a bolt and nut can be used.

そして、図6に示したように、土台23…を接合金物11の四方に接合した後は、上端接合板32aから上に出るボルト51に、コア材52を螺合して、線材21としての柱材24を固定する。   Then, as shown in FIG. 6, after the bases 23 are joined to the four sides of the joint hardware 11, the core material 52 is screwed onto the bolt 51 that protrudes upward from the upper end joining plate 32 a, so that the wire 21 is formed. The column member 24 is fixed.

接合金物11が上述のように構成されて柱脚部の接合に用いられると、接合される4本の土台23…の端面22と1本の柱材24の端面22は、接合金物11の外郭部31を構成する接合板32に突き当たった状態で固定される。このとき、土台23と柱材24の側面と端面22とが面接触する、噛み合うような接合状態とはならず、端面22の縁が当接するような接合となって、端面22で囲まれる空間内に接合金物11が埋没する状態となる。このため、線材21の交換が容易に行え、長期間にわたって使用できる優良な建築物を得ることができる。   When the metal joint 11 is configured as described above and used for joining the column bases, the end surfaces 22 of the four bases 23 to be joined and the end surface 22 of the single pillar member 24 are the outline of the joint metal 11. It fixes in the state which contact | abutted to the joining board 32 which comprises the part 31. FIG. At this time, the side surface of the base 23 and the columnar member 24 and the end surface 22 are in surface contact with each other, and are not joined so as to be engaged with each other, but are joined so that the edges of the end surface 22 come into contact with each other. The joint hardware 11 is buried inside. For this reason, the wire 21 can be easily replaced, and an excellent building that can be used over a long period of time can be obtained.

しかも、接合金物11と土台23…及び柱材24の接合は、ボルト51とコア材52とドリフトピン53とによる簡素な構造で接合でき、作業は簡単である。そのうえ、土台22や柱材24に対する加工も少なくて済み、欠損をなくすことができる。このため、面同士が密に接した強固な固定状態が得られる。   Moreover, the joining of the joining hardware 11, the base 23, and the pillar member 24 can be performed with a simple structure using the bolt 51, the core member 52, and the drift pin 53, and the work is simple. In addition, the processing on the base 22 and the pillar material 24 can be reduced, and defects can be eliminated. For this reason, the firm fixed state which surfaces contact | connected closely is obtained.

また、外郭部31の内側には、内部連結部41が形成されているので、縦横の荷重に耐え得る堅固な構造にでき、頑丈な建築物を得ることができる。   Moreover, since the internal connection part 41 is formed in the inner side of the outer part 31, it can be set as the firm structure which can endure the load of length and breadth, and a sturdy building can be obtained.

そして、この内部連結部41の存在によって、柱材24を固定するボルト51とアジャスタ61は、2枚の部材の貫通孔33,44に保持されることになり、ボルト51やアジャスタ61の固定状態は、安定性の高い強固なものとなる。   Then, due to the presence of the internal connection portion 41, the bolt 51 and the adjuster 61 for fixing the pillar member 24 are held in the through holes 33 and 44 of the two members, and the bolt 51 and the adjuster 61 are fixed. Becomes highly stable and strong.

図7に示したように土台を三方に接合する部分では、外郭部31のうちの1個の側面接合板32cが露出することになるが、この場合には、露出する側面接合板32cの外側を隠蔽するとよい。図7(a)に示したように、土台23の端面22と同一形状の板材71を接合するほか、図7(b)に示したように、逆T字形の補強金物72の接合で隠蔽することもできる。補強金物72を用いれば、この補強金物72によっても土台23と柱材24の接合ができ、より強固な固定状態を得られる。また、板材71や補強金物72の固定に際して、必要であれば、図7(a)に示したように、側面接合板32cに固定に適した取り付け孔37,37などの加工を施しておく。なお、側面接合板32cは、図7(a)に示したように、土台23の表面位置よりも板材71の厚みに対応するぶん内側に後退させておくと、板材71の表面を土台23と面一にできるのでよい。   As shown in FIG. 7, in the portion where the base is joined in three directions, one side joining plate 32c of the outer portion 31 is exposed. In this case, the outside of the exposed side joining plate 32c is exposed. It is good to hide. As shown in FIG. 7A, the plate material 71 having the same shape as the end surface 22 of the base 23 is joined, and as shown in FIG. 7B, it is concealed by the joining of the inverted T-shaped reinforcing metal 72. You can also. If the reinforcement hardware 72 is used, the base 23 and the pillar material 24 can be joined also by this reinforcement hardware 72, and a stronger fixed state can be obtained. Further, when fixing the plate member 71 and the reinforcing hardware 72, if necessary, as shown in FIG. 7A, the side joint plate 32c is processed with attachment holes 37 and 37 suitable for fixing. As shown in FIG. 7A, when the side surface joining plate 32c is moved backward to the inside corresponding to the thickness of the plate material 71 from the surface position of the base 23, the surface of the plate material 71 and the base 23 and It ’s good because it can be made flush.

図8、図9、図10は、他の例に係る柱脚用の接合金物11の使用状態の縦断面図である。以下、これらについて説明するが、先の構成と同一または同等の部位については同一の符号を付して、その詳しい説明を省略する。   8, 9, and 10 are longitudinal cross-sectional views of the usage state of the columnar joint hardware 11 according to another example. Hereinafter, although these are demonstrated, the same code | symbol is attached | subjected about the site | part same or equivalent to the previous structure, and the detailed description is abbreviate | omitted.

図8に示した接合金物11は、上記と同様の構成であるが、柱材24を接合するためのボルト51を、下端接合板32bの下から挿入保持した構造である。下端接合板32bと各隔壁部42,42と上端接合板32aの貫通孔33,34は、ボルト51を螺合可能にする雌ねじを有するも、有しないも、いずれでもよく、雌ねじを有する場合でも、一部の貫通孔33,44にのみ形成することもできる。   The metal joint 11 shown in FIG. 8 has the same configuration as described above, but has a structure in which a bolt 51 for joining the column member 24 is inserted and held from below the lower end joining plate 32b. The through holes 33 and 34 of the lower end joining plate 32b, the partition walls 42 and 42, and the upper end joining plate 32a may or may not have internal threads that allow the bolts 51 to be screwed, and even if they have internal threads. Further, it can be formed only in some of the through holes 33 and 44.

図中、仮想線で示した54はナットであり、ボルト51の固定状態を強固に保つ。   In the figure, reference numeral 54 shown by an imaginary line is a nut, which keeps the bolt 51 firmly fixed.

図9に示した接合金物11は、内部連結部41の構造を異にした例を示す。すなわち、内部連結部41は、2枚の隔壁部42,42と、これらを貫いて上下に延びて上端接合板32aと下端接合板32bを直に結合するパイプ状の柱状部43とからなる。上端接合板32aと下端接合板32bには、柱状部43の内径よりも小径の貫通孔33が形成されている。貫通孔33は、雌ねじを有するものであるも、有しないものであるも、いずれでもよい。また、図示は省略するが、上端接合板32aの貫通孔33部分を陥没させて、ナットを納める凹部を形成することもできる。   The metal joint 11 shown in FIG. 9 shows an example in which the structure of the internal connection portion 41 is different. That is, the internal connection portion 41 includes two partition wall portions 42 and 42 and a pipe-like columnar portion 43 that extends vertically through the partition walls 42 and 42 and directly couples the upper end joining plate 32a and the lower end joining plate 32b. A through hole 33 having a smaller diameter than the inner diameter of the columnar portion 43 is formed in the upper end joining plate 32a and the lower end joining plate 32b. The through-hole 33 may be either having a female screw or not. Although not shown in the drawing, the through hole 33 portion of the upper end joining plate 32a can be depressed to form a recess for receiving the nut.

図10に示した接合金物11は、基礎Yに設けられたアンカーボルト55に固定した例を示す。アンカーボルトZに固定するため、上端接合板32aと下端接合板32bと隔壁部42,42に形成される貫通孔33には、雌ねじを形成しないほうが好ましい。また、アンカーボルトZの位置の狂い・誤差を吸収するため、上端接合位置32aや下端接合板32bに形成する貫通孔33は、アンカーボルトZを遊嵌するようなバカ穴であるとよい。   10 shows an example in which the metal joint 11 shown in FIG. 10 is fixed to an anchor bolt 55 provided on the foundation Y. In order to fix to the anchor bolt Z, it is preferable not to form female threads in the through holes 33 formed in the upper end joining plate 32a, the lower end joining plate 32b, and the partition walls 42 and 42. Further, in order to absorb the deviation / error of the position of the anchor bolt Z, the through hole 33 formed in the upper end joining position 32a and the lower end joining plate 32b is preferably a fool hole that allows the anchor bolt Z to be loosely fitted.

使用に当たっては、基礎Yの上に基礎パッキンZを配設してから接合金物11の貫通孔33,44をアンカーボルト55に挿嵌して固定し、土台23の接合と、柱材24の接合を順に行う。なお、接合金物11の固定に当たっては、図10に仮想線で示したように、下側の隔壁部42の上面と上側の隔壁部42の下面に接するようにナット54,54を固定すれば、強固な固定状態が得られる。   In use, the foundation packing Z is disposed on the foundation Y, and then the through holes 33 and 44 of the metal fitting 11 are inserted and fixed to the anchor bolts 55 to join the base 23 and the column member 24. Repeat in order. When fixing the metal fitting 11, as indicated by phantom lines in FIG. 10, if the nuts 54 and 54 are fixed so as to contact the upper surface of the lower partition wall portion 42 and the lower surface of the upper partition wall portion 42, A firm fixed state is obtained.

(梁部用の接合金物)
図11は、梁部の接合金物11部分の斜視図、図12はその縦断面図であり、これらの図に示すように、6個すべての接合板32…に、線材21の端面22が接合されている。この梁部用の接合金物11は、図1、図2、図3に示した接合金物と同様に形成され、各接合板32…の貫通孔33には、結合具としてのボルト51が保持されている。
(Joint hardware for beams)
FIG. 11 is a perspective view of the joining hardware 11 portion of the beam portion, and FIG. 12 is a longitudinal sectional view thereof. As shown in these drawings, the end face 22 of the wire 21 is joined to all six joining plates 32. Has been. The joint 11 for the beam is formed in the same manner as the joint shown in FIGS. 1, 2, and 3, and a bolt 51 as a coupler is held in the through hole 33 of each joining plate 32. ing.

柱脚部用の接合金物11と異なり、アジャスタ61が必要ないので、アジャスタ61を固定するためのねじ孔45(図4参照)は形成する必要はないが、ねじ孔があっても使用に支障はないので、柱脚部用としての接合金物11を流用することもできる。   Unlike the column base 11, there is no need for the adjuster 61, so it is not necessary to form a screw hole 45 (see FIG. 4) for fixing the adjuster 61. Therefore, the metal joint 11 for the column base can be used.

外郭部31と内部連結部41の基本的な構成は同一であるので、先の説明と同一又は同等の部位については同一の符号を付してその詳しい説明を省略する。   Since the basic configurations of the outer shell 31 and the inner connecting portion 41 are the same, the same or equivalent parts as those described above are denoted by the same reference numerals and detailed description thereof is omitted.

このような梁部用の接合金物11は、まず、図13に示したように、ボルト51とコア材52を利用して、線材21としての柱材24の上端の端面22に下端接合板32bが面接触するように接合する。そして次に、四方の側面接合板32c…に、梁材25等の横架材を接合し、最後に、別の柱材24を上端接合板32aの上に接合する。   First, as shown in FIG. 13, such a joint 11 for a beam portion uses a bolt 51 and a core material 52, and a lower end joining plate 32 b on an end surface 22 of an upper end of a column member 24 as a wire 21. Are joined so that they are in surface contact. Then, a horizontal member such as a beam member 25 is joined to the four side joining plates 32c, and finally, another pillar member 24 is joined onto the upper end joining plate 32a.

なお、梁部用の接合金物11が1階建ての建築物に用いられる場合や、複数階建ての建築物の上端部分に用いられる場合には、上端接合板32aにはボルト51を保持せずに、図14に示したような吊りボルト62を取り付けると、ユニットハウスの場合に行われる吊り下げに便利である。もつとも、上端接合板32aにボルト51を保持していても、吊りボルト62と同様の機能を果たす部材を取り付けることはできる。   When the joint 11 for the beam is used for a one-story building or when used for the upper end portion of a multi-story building, the upper end joining plate 32a does not hold the bolt 51. If the suspension bolt 62 as shown in FIG. 14 is attached, it is convenient for suspension performed in the case of a unit house. In addition, even if the bolt 51 is held on the upper end joining plate 32a, a member that performs the same function as the suspension bolt 62 can be attached.

また、下端接合板32bと上端接合板32aにそれぞれ保持した2本のボルト51に代えて、図15に示したように上下に突き抜ける1本のボルト51を使用することもできる。この場合には、外郭部31の内側でボルト51を締める必要がないので、内部連結部41としての柱状部43を上端接合板32aから下端接合板32bまで通して設けることができる。隔壁部42,42は、柱状部43の外周面から4枚の側面接合板32c…に連結されている。   Further, instead of the two bolts 51 respectively held on the lower end joining plate 32b and the upper end joining plate 32a, a single bolt 51 penetrating vertically as shown in FIG. 15 may be used. In this case, since it is not necessary to tighten the bolt 51 inside the outer portion 31, the columnar portion 43 as the internal connecting portion 41 can be provided from the upper end joining plate 32a to the lower end joining plate 32b. The partition walls 42 are connected to the four side surface bonding plates 32 c from the outer peripheral surface of the columnar portion 43.

接合金物11が上述のように構成されて柱脚部の接合に用いられると、接合される2本の柱材24,24の端面22と、4本の梁材25…の端面22は、接合金物11の外郭部31を構成する接合板32…に突き当たった状態で固定される。このとき、柱材24,24と梁材25…の側面と端面22とが面接触する、噛み合うような接合状態とはならず、端面22の縁が当接するような接合となって、端面22で囲まれる空間内に接合金物11が埋没する状態となる。このため、線材21の交換が容易に行え、長期間にわたって使用できる優良な建築物を得ることができる。   When the metal joint 11 is configured as described above and used for joining the column bases, the end surfaces 22 of the two column members 24 and 24 to be joined and the end surfaces 22 of the four beam members 25 are joined. The metal plate 11 is fixed in a state of abutting against the joining plates 32 constituting the outer portion 31 of the metal object 11. At this time, the side surfaces of the column members 24, 24 and the beam members 25 and the end surface 22 are in surface contact with each other, and are not in a joined state in which the end surfaces 22 come into contact with each other. The joint hardware 11 is buried in the space surrounded by. For this reason, the wire 21 can be easily replaced, and an excellent building that can be used over a long period of time can be obtained.

しかも、接合金物11と柱材24,24及び梁材25…の接合は、ボルト51とコア材52とドリフトピン53とによる簡素な構造で接合でき、作業は簡単である。そのうえ、柱材24,24や梁材25…に対する加工も少なくて済み、欠損をなくすことができる。このため、面同士が密に接した強固な固定状態が得られる。   Moreover, the joining of the joining hardware 11, the column members 24, 24, and the beam members 25 can be performed with a simple structure of the bolt 51, the core member 52, and the drift pin 53, and the operation is simple. In addition, less processing is required for the column members 24 and 24 and the beam members 25. For this reason, the firm fixed state which surfaces contact | connected closely is obtained.

また、外郭部31の内側には、内部連結部41が形成されているので、縦横の荷重に耐え得る堅固な構造にでき、頑丈な建築物を得ることができる。   Moreover, since the internal connection part 41 is formed in the inner side of the outer part 31, it can be set as the firm structure which can endure the load of length and breadth, and a sturdy building can be obtained.

そして、この内部連結部41の存在によって、柱材24を固定するボルト51は、2枚の部材の貫通孔33,44に保持されることになり、ボルト51の固定状態は、安定性の高い強固なものとなる。   And the presence of this internal connection part 41 will hold | maintain the volt | bolt 51 which fixes the column material 24 in the through-holes 33 and 44 of two members, and the fixed state of the volt | bolt 51 is highly stable. It will be solid.

図16は、4個の側面接合板32c…のうちの1個の側面接合板32cに対する梁材25の固定構造の他の例を示し、図示例のような梁受け金物56を利用する。この場合、側面接合板32cの貫通孔33には、梁受け金物56を固定するために雌ねじ33aが形成される。このようにすると、ボルト51とコア材52を用いる場合よりも、四方に接続する梁材25…のうちの最後の1本の梁材25の接合が簡単に行え、取り外しも容易である。   FIG. 16 shows another example of the fixing structure of the beam member 25 to one side joining plate 32c of the four side joining plates 32c... In this case, an internal thread 33a is formed in the through hole 33 of the side surface joining plate 32c in order to fix the beam receiving member 56. In this way, the last beam member 25 of the beam members 25 connected in four directions can be easily joined and removed, as compared with the case where the bolt 51 and the core member 52 are used.

この他に、たとえば図17に示したように、1個の側面接合板32cの保持部としての貫通孔33を、上側の方が外径となる逆雪だるま型状に形成し、梁材25の端面から側面接合板32cの厚さ分突出させた係合部材57の頭部を引っ掛けるようにしてもよい。   In addition to this, as shown in FIG. 17, for example, a through hole 33 as a holding portion of one side joining plate 32 c is formed in a reverse snowball shape having an outer diameter on the upper side, You may make it hook the head of the engaging member 57 protruded from the end surface by the thickness of the side surface joining plate 32c.

図18は、梁部用の接合金物11を、1本の梁材の接合のみではなく、2本の梁材を上下に平行に有した特殊な梁パネル26を接合する場合に用いる例を示している。図中、26aは線材21としての上部梁材、26bは線材21としての下部梁材、26cは束部材、26dは耐力パネルである。接合金物11は、図12に示したものと同一である。   FIG. 18 shows an example in which the joint 11 for a beam part is used not only for joining one beam member but also for joining a special beam panel 26 having two beam members vertically in parallel. ing. In the figure, 26a is an upper beam material as the wire material 21, 26b is a lower beam material as the wire material 21, 26c is a bundle member, and 26d is a load-bearing panel. The metal joint 11 is the same as that shown in FIG.

すなわち、柱材24の上端に第1の接合金物11を接合した後、この第1の接合金物11の上に線材21としての補助柱材27を接合する。補助柱材27の上には、第2の接合金物11を接合してから、各接合金物11の側面接合板32cに、ボルト51とコア材52を用いて梁パネル26の上部梁材26aと下部梁材26cの端面22を接合する。   That is, after joining the first joining hardware 11 to the upper end of the pillar material 24, the auxiliary pillar material 27 as the wire 21 is joined on the first joining hardware 11. After joining the second joining hardware 11 on the auxiliary pillar material 27, the upper beam material 26 a of the beam panel 26 is connected to the side surface joining plate 32 c of each joining hardware 11 using the bolt 51 and the core material 52. The end face 22 of the lower beam member 26c is joined.

(小屋組用の接合金物)
図19は、小屋組の一例を示し、線材21としての棟束28の上端に、線材21としての複数本の垂木29…を接合する小屋組の例を示す縦断面図である。この図に示すように、接合金物11は、平面視六角形をなす下端接合板32bと、これと相似形状で下端接合板32bよりも大きい蓋板38と、これらの間に斜めに結合される6枚の側面接合板32c…で、外郭部31が形成され、この外郭部31内には、平行に配設される2枚の隔壁部42,42と、これらを貫いて上下に延びて下端接合板32bと蓋板38を結合する柱状部43を有する。
(Joint fittings for huts)
FIG. 19 is a longitudinal cross-sectional view showing an example of a cabin set and showing an example of a cabin set in which a plurality of rafters 29 as the wire rod 21 are joined to the upper end of the ridge bundle 28 as the wire rod 21. As shown in this figure, the metal joint 11 is coupled to a lower end joining plate 32b having a hexagonal shape in plan view, a lid plate 38 having a similar shape and larger than the lower end joining plate 32b, and obliquely therebetween. An outer shell 31 is formed by the six side joining plates 32c... In the outer shell 31, two partition walls 42 and 42 disposed in parallel, and vertically extending through these partition walls 42 and 42. A columnar portion 43 that joins the joining plate 32b and the lid plate 38 is provided.

下端接合板32bと蓋板38の中央には、貫通孔33が形成され、蓋板38の貫通孔33には雌ねじ33aが形成されている。また、蓋体38と上側の隔壁部42における各側面接合板32c…の部分には切欠による操作口34…が形成されている。さらに、各側面接合板32c…にはボルト51が保持されている。   A through hole 33 is formed in the center of the lower end joining plate 32 b and the cover plate 38, and a female screw 33 a is formed in the through hole 33 of the cover plate 38. Further, an operation port 34 is formed by a notch in each side joining plate 32c in the lid body 38 and the upper partition wall 42. Further, a bolt 51 is held on each side joining plate 32c.

外郭部31と内部連結部41の基本的な構成は同一であるので、同一又は同等の部位については同一の符号を付してその詳しい説明を省略している。   Since the basic configurations of the outer shell 31 and the inner connecting portion 41 are the same, the same or equivalent portions are denoted by the same reference numerals, and detailed description thereof is omitted.

このような小屋組用の接合金物11は、まず、蓋板38から下端接合板32bを突き抜ける長さのボルト58とコア材52とドリフトピン53を用いて、接合金物11の下端接合板32bを棟束28の上端の端面22に固定する。次に、六方の側面接合板32c…に垂木29…の端面22を接合する。   The metal fitting 11 for such a roof assembly is first formed by using the bolt 58, the core material 52, and the drift pin 53 of a length that penetrates the lower end joining plate 32b from the cover plate 38, and the lower end joining plate 32b of the joining hardware 11. It is fixed to the end face 22 at the upper end of the building bundle 28. Next, the end surfaces 22 of the rafters 29 are joined to the hexagonal side joining plates 32c.

なお、ユニットハウスの組み立てのときのように吊り下げるには、上記のボルト58の頭部に、図19に仮想線で示したような吊り部58aを有するものを使用するとよい。   In order to suspend the unit house as in assembling, it is preferable to use the bolt 58 having a suspending portion 58a as shown by a virtual line in the head of the bolt 58.

接合金物11が上述のように構成されて小屋組の接合に用いられると、接合される棟束28の端面22と、6本の垂木29…の端面22は、接合金物11の外郭部31を構成する接合板32に突き当たった状態で固定される。このとき、棟束28と垂木29…の側面と端面22とが面接触する、噛み合うような接合状態とはならず、端面22の縁が当接するような接合となって、端面22で囲まれる空間内に接合金物11が埋没する状態となる。このため、線材21の交換が容易に行え、長期間にわたって使用できる優良な建築物を得ることができる。   When the metal joint 11 is configured as described above and used for joining the hut assembly, the end face 22 of the bunches 28 to be joined and the end faces 22 of the six rafters 29. It fixes in the state which faced the joining board 32 which comprises. At this time, the side surfaces of the ridge bundle 28 and the rafters 29 and the end surface 22 are in surface contact with each other and are not joined to each other, but are joined so that the edges of the end surfaces 22 come into contact with each other. The joint hardware 11 is buried in the space. For this reason, the wire 21 can be easily replaced, and an excellent building that can be used over a long period of time can be obtained.

しかも、接合金物11と棟束28及び垂木29…の接合は、ボルト51,58とコア材52とドリフトピン53とによる簡素な構造で接合でき、作業は簡単である。そのうえ、棟束28や垂木29…に対する加工も少なくて済み、欠損をなくすことができる。このため、面同士が密に接した強固な固定状態が得られる。   Moreover, the joining of the joint hardware 11, the bunches 28, and the rafters 29 can be performed with a simple structure using the bolts 51, 58, the core material 52, and the drift pin 53, and the work is simple. In addition, the processing of the ridge bundle 28 and the rafters 29 can be reduced, and defects can be eliminated. For this reason, the firm fixed state which surfaces contact | connected closely is obtained.

また、外郭部31の内側には、内部連結部41が形成されているので、縦横の荷重に耐え得る堅固な構造にでき、頑丈な建築物を得ることができる。   Moreover, since the internal connection part 41 is formed in the inner side of the outer part 31, it can be set as the firm structure which can endure the load of length and breadth, and a sturdy building can be obtained.

なお、小屋組の種類に応じて線材として棟木と垂木の接合など、様々な場合が考えられ、使用箇所に応じて、外郭部31および内部連結部41の形状は適宜設定される。   Various cases such as joining of purlins and rafters as wire rods are conceivable depending on the type of hut assembly, and the shapes of the outer shell portion 31 and the inner connecting portion 41 are appropriately set according to the use location.

(異形建築物用の接合金物)
図20は、たとえば平面視6角形などの異形建築物を構成するのに用いられる異形建築用の接合金物11の斜視図であり、図21は、その接合金物11を用いた異形建築物の一部破断平面図である。図21では、梁部の状態を示しているが、柱脚部でも同様である。
(Joint hardware for odd-shaped buildings)
FIG. 20 is a perspective view of a joint metal 11 for deformed building used to form a deformed building such as a hexagon in plan view. FIG. 21 is a diagram of a deformed building using the joint 11. FIG. FIG. 21 shows the state of the beam portion, but the same applies to the column base.

これらの図に示すように、外郭部31は、外側が鈍角に突出し、内側が鈍角に凹む、平面視凹多角形状をなす多面体立体形状に形成され、上端の上端接合板32aと下端の下端接合板32bを有し、左右の両側には相互に適宜角度をもって配設された側面接合板32c,32cを有する。そして、上端接合板32aと下端接合板32bの外側と内側には、閉塞板39a,39bが配設されている。これら上端接合板32a、下端接合板32b、側面接合板32c,32c、閉塞板39a,39bで外郭部31が形成されるとともに、この外郭部31の内部に、上下2枚の隔壁部42,42と、これら隔壁部42,42と上端接合板32aあるいは下端接合板32bとの間を結合するパイプ状の柱状部43とからなる内部連結部41が形成されている。外郭部31と内部連結部41の基本的な構成は同一であるので、同一又は同等の部位については同一の符号を付してその詳しい説明を省略している。   As shown in these drawings, the outer shell 31 is formed in a polyhedral solid shape having a concave polygonal shape in plan view, the outer side protruding at an obtuse angle and the inner side being recessed at an obtuse angle, and the upper end upper end joining plate 32a and the lower end lower end joining. It has a plate 32b, and side joint plates 32c and 32c arranged at an appropriate angle with each other on both the left and right sides. The closing plates 39a and 39b are disposed outside and inside the upper end bonding plate 32a and the lower end bonding plate 32b. An outer shell 31 is formed by the upper joint plate 32a, the lower joint plate 32b, the side joint plates 32c and 32c, and the closing plates 39a and 39b, and two upper and lower partition walls 42 and 42 are formed inside the outer shell 31. And the internal connection part 41 which consists of the pipe-shaped columnar part 43 which couple | bonds between these partition parts 42 and 42 and the upper end joining board 32a or the lower end joining board 32b is formed. Since the basic configurations of the outer shell 31 and the inner connecting portion 41 are the same, the same or equivalent portions are denoted by the same reference numerals, and detailed description thereof is omitted.

接合金物11が上述のように構成されて異形建築物の梁部や柱脚部の接合に用いられると、接合される各線材21の端面22は、接合金物11の外郭部31を構成する接合板32…に突き当たった状態で固定される。このとき、線材21…の側面と端面22とが面接触する、噛み合うような接合状態とはならず、端面22の縁が当接するような接合となって、端面22で囲まれる空間内に接合金物11が埋没する状態となる。このため、線材21の交換が容易に行え、長期間にわたって使用できる優良な建築物を得ることができる。   When the joint hardware 11 is configured as described above and used for joining the beam portion or the column base portion of the odd-shaped building, the end face 22 of each wire 21 to be joined is a joint constituting the outer portion 31 of the joint hardware 11. It is fixed in a state where it hits the plate 32. At this time, the side surfaces of the wires 21 and the end surface 22 are in surface contact with each other and are not joined to each other, but are joined so that the edges of the end surface 22 come into contact with each other, and are joined in a space surrounded by the end surface 22. The hardware 11 is buried. For this reason, the wire 21 can be easily replaced, and an excellent building that can be used over a long period of time can be obtained.

しかも、接合金物11と線材21…の接合は、ボルト51とコア材52とドリフトピン53とによる簡素な構造で接合でき、作業は簡単である。そのうえ、線材21…に対する加工も少なくて済み、欠損をなくすことができる。このため、面同士が密に接した強固な固定状態が得られる。   In addition, the joining hardware 11 and the wires 21 can be joined with a simple structure of the bolt 51, the core material 52, and the drift pin 53, and the work is simple. In addition, it is possible to reduce the processing for the wires 21. For this reason, the firm fixed state which surfaces contact | connected closely is obtained.

また、外郭部31の内側には、内部連結部41が形成されているので、縦横の荷重に耐え得る堅固な構造にでき、頑丈な建築物を得ることができる。   Moreover, since the internal connection part 41 is formed in the inner side of the outer part 31, it can be set as the firm structure which can endure the load of length and breadth, and a sturdy building can be obtained.

そして、この内部連結部41の存在によって、柱材24を固定するボルト51は、2枚の部材の貫通孔33,44に保持されることになり、ボルト51の固定状態は、安定性の高い強固なものとなる。   And the presence of this internal connection part 41 will hold | maintain the volt | bolt 51 which fixes the column material 24 in the through-holes 33 and 44 of two members, and the fixed state of the volt | bolt 51 is highly stable. It will be solid.

この発明の構成と上述の一形態の構成との対応において、
この発明の結合具は、ボルト51,58、アンカーボルト55、係合部材57に対応し、
保持部は、貫通孔33に対応するも、
この発明は、上記の構成のみに限定されるものではなく、その他の形態を採用することができる。
In correspondence between the configuration of the present invention and the configuration of the above-described embodiment,
The coupler of the present invention corresponds to the bolts 51 and 58, the anchor bolt 55, and the engaging member 57,
The holding part corresponds to the through hole 33,
The present invention is not limited to the above-described configuration, and other forms can be adopted.

たとえば、結合具には、貫通孔に挿し込めば嵌め殺しになる係止構造を有したものを用いたりすることもできる。   For example, the coupler having a locking structure that can be fitted and killed by being inserted into the through-hole can be used.

接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of a joining metal fitting. 接合金物の基本構造を示す分解斜視図。The disassembled perspective view which shows the basic structure of a joining metal fitting. 接合金物の基本構造の構造説明図。Structure explanatory drawing of the basic structure of a joint metal fitting. 柱脚部用の接合金物による接合状態の縦断面図。The longitudinal cross-sectional view of the joining state by the joining metal fitting for column base parts. 柱脚部用の接合金物による接合状態の横断面図。The cross-sectional view of the joining state by the joining hardware for column base parts. 柱脚部用の接合金物の使用状態を示す斜視図。The perspective view which shows the use condition of the joining metal fitting for column base parts. 柱脚部用の接合金物の使用状態の他の例を示す斜視図。The perspective view which shows the other example of the use condition of the joining metal fitting for column base parts. 柱脚部用の接合金物の他例を示す縦断面図。The longitudinal cross-sectional view which shows the other examples of the joining metal fittings for column base parts. 柱脚部用の接合金物の他例を示す縦断面図。The longitudinal cross-sectional view which shows the other examples of the joining metal fittings for column base parts. 柱脚部用の接合金物の他例を示す縦断面図。The longitudinal cross-sectional view which shows the other examples of the joining metal fittings for column base parts. 梁部用の接合金物による接合状態の斜視図。The perspective view of the joining state by the joining hardware for beams. 梁部用の接合金物による接合構造の縦断面図。The longitudinal cross-sectional view of the joining structure by the joining hardware for beams. 梁部用の接合金物の使用状態を示す斜視図。The perspective view which shows the use condition of the joining metal fitting for beam parts. 梁部用の接合金物の他の使用態様を示す斜視図。The perspective view which shows the other usage condition of the joining metal fitting for beam parts. 梁部用の接合金物の他の例を示す縦断面図。The longitudinal cross-sectional view which shows the other example of the joining metal fitting for beam parts. 梁部用の接合金物の他の例を示す斜視図。The perspective view which shows the other example of the joining metal fitting for beam parts. 梁部用の接合金物の他の例を示す斜視図。The perspective view which shows the other example of the joining metal fitting for beam parts. 梁部用の接合金物の他の使用例を示す正面図。The front view which shows the other usage example of the joining metal fitting for beam parts. 小屋組用の接合金物を用いた接合構造の縦断面図。The longitudinal cross-sectional view of the junction structure using the joint metal fittings for huts. 異形建築物用の接合金物の斜視図。The perspective view of the joint metal fitting for odd-shaped buildings. 異形建築物の接合構造を示す一部破断平面図。The partially broken top view which shows the joining structure of a deformed building.

符号の説明Explanation of symbols

11…建築用の接合金物
21…線材
22…端面
31…外郭部
32…接合板
33…貫通孔
34…操作口
41…内部連結部
42…隔壁部
43…柱状部
51…ボルト
52…コア材
55…アンカーボルト
57…係合部材
58…ボルト
61…アジャスタ
DESCRIPTION OF SYMBOLS 11 ... Construction metal fitting 21 ... Wire material 22 ... End surface 31 ... Outer part 32 ... Joining plate 33 ... Through-hole 34 ... Operation port 41 ... Internal connection part 42 ... Partition part 43 ... Columnar part 51 ... Bolt 52 ... Core material 55 ... anchor bolt 57 ... engaging member 58 ... bolt 61 ... adjuster

Claims (7)

木造軸組を構成する線材を接合する建築用の接合金物であって、
線材の長さ方向の端面間に挟まれてこれらの線材を接合すべく、上記の端面間に収まる多面体立体形状をなす外郭部を有するとともに、
該外郭部には、上記端面を接合可能にする複数の接合板を備え、
これら接合板に、上記線材を結合するための結合具を保持する保持部が形成された
建築用の接合金物。
It is a joint metal fitting for construction that joins wire rods constituting a wooden frame,
In order to join these wire rods sandwiched between the end surfaces in the length direction of the wire rods, and having an outer portion that forms a polyhedral solid shape that fits between the end surfaces,
The outer portion includes a plurality of joining plates that allow the end faces to be joined.
A metal fitting for construction, in which a holding portion for holding a coupler for bonding the wire is formed on these bonding plates.
前記外郭部内に、前記接合板を相互に連結固定する内部連結部が形成された
請求項1に記載の建築用の接合金物。
The metal fitting for construction according to claim 1, wherein an internal connection portion for connecting and fixing the bonding plates to each other is formed in the outer shell portion.
前記接合板またはその近傍に、前記結合具の固定操作を可能にするために内外に連通する操作口が形成された
請求項1または請求項2に記載の建築用の接合金物。
The architectural joint hardware according to claim 1, wherein an operation port communicating with the inside and outside of the joint plate is formed at or near the joint plate so as to enable a fixing operation of the coupler.
前記外郭部が6面に接合板を有する立方体形状に形成され、
前記内部連結部として、上端と下端の2枚の接合板に平行な隔壁部および/または上下方向に延びる柱状部が形成された
請求項2または請求項3に記載の建築用の接合金物。
The outer portion is formed in a cubic shape having a joining plate on six sides,
The building joint according to claim 2 or 3, wherein a partition wall portion and / or a columnar portion extending in the vertical direction is formed as the internal connection portion in parallel with the two joining plates at the upper end and the lower end.
前記外郭部が立方体形状に形成されるとともに、
該外郭部の6面に、前記接合板が形成され、
これら接合板のうちの上端と下端の2枚の接合板の間には、これらと平行な、前記内部連結部としての隔壁部が形成されるとともに、
該隔壁部に、上端の接合板および/または下端の接合板との間に介装される、前記内部連結部としての柱状部が形成された
請求項2または請求項3に記載の建築用の接合金物。
The outer portion is formed in a cubic shape,
The joining plate is formed on six surfaces of the outer portion,
Between the two joining plates at the upper end and the lower end of these joining plates, a partition wall portion as the internal connection portion is formed in parallel with them,
The architectural structure according to claim 2 or 3, wherein the partition portion is formed with a columnar portion as the internal connection portion interposed between the upper end joining plate and / or the lower end joining plate. Bonded hardware.
前記外郭部の下端面に、当該接合金物を接地面から浮かせるためのアジャスタを備えた
請求項1から請求項5のうちのいずれか一項に記載の建築用の接合金物。
The architectural joint hardware according to any one of claims 1 to 5, further comprising an adjuster for floating the joint hardware from the ground surface on a lower end surface of the outer portion.
前記結合具と、前記線材に対して端面から挿入保持されて上記結合具と結合するコア材が付属された
請求項1から請求項6のうちのいずれか一項に記載の建築用の接合金物。
The joint metal fitting for construction according to any one of claims 1 to 6, wherein a core material that is inserted and held from an end face to the wire rod and coupled to the coupler is attached. .
JP2008100131A 2008-04-08 2008-04-08 Bonding hardware for construction Active JP5153422B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013011133A (en) * 2011-06-30 2013-01-17 Misawa Homes Co Ltd Column-beam joint structure
JP2017020232A (en) * 2015-07-09 2017-01-26 パナソニックIpマネジメント株式会社 Building unit and installation method
KR102094032B1 (en) * 2019-02-26 2020-03-26 유성하 Wood columns corporate body using a polyhedron binding body
JP7002796B1 (en) * 2021-04-02 2022-02-14 株式会社アクト Joining hardware and joining structure using this

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11148181A (en) * 1997-11-18 1999-06-02 Yoshinori Okura Joint tool of wooden building and clamping structure utilizing the same
JP2001241116A (en) * 2000-02-29 2001-09-04 Motojima Kayoko Architectural hardware
JP2006063587A (en) * 2004-08-25 2006-03-09 Takenaka Komuten Co Ltd Construction method and structure for joining column-beam frame by using wooden structural material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11148181A (en) * 1997-11-18 1999-06-02 Yoshinori Okura Joint tool of wooden building and clamping structure utilizing the same
JP2001241116A (en) * 2000-02-29 2001-09-04 Motojima Kayoko Architectural hardware
JP2006063587A (en) * 2004-08-25 2006-03-09 Takenaka Komuten Co Ltd Construction method and structure for joining column-beam frame by using wooden structural material

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013011133A (en) * 2011-06-30 2013-01-17 Misawa Homes Co Ltd Column-beam joint structure
JP2017020232A (en) * 2015-07-09 2017-01-26 パナソニックIpマネジメント株式会社 Building unit and installation method
KR102094032B1 (en) * 2019-02-26 2020-03-26 유성하 Wood columns corporate body using a polyhedron binding body
JP7002796B1 (en) * 2021-04-02 2022-02-14 株式会社アクト Joining hardware and joining structure using this

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