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JP3898664B2 - Equipment for joining horizontal members in wooden buildings - Google Patents
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JP3898664B2 - Equipment for joining horizontal members in wooden buildings - Google Patents

Equipment for joining horizontal members in wooden buildings Download PDF

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Publication number
JP3898664B2
JP3898664B2 JP2003084830A JP2003084830A JP3898664B2 JP 3898664 B2 JP3898664 B2 JP 3898664B2 JP 2003084830 A JP2003084830 A JP 2003084830A JP 2003084830 A JP2003084830 A JP 2003084830A JP 3898664 B2 JP3898664 B2 JP 3898664B2
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JP
Japan
Prior art keywords
horizontal member
receiving protrusion
protrusion
rod
latching
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Expired - Fee Related
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JP2003084830A
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Japanese (ja)
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JP2004293087A (en
Inventor
畠山貞幸
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畠山 貞幸
株式会社カネシン
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Priority to JP2003084830A priority Critical patent/JP3898664B2/en
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Description

【0001】
【産業上の利用分野】
本発明は、木造建物の梁や桁などの横架材を柱や胴差などの構造材に接合するために適用する、木造建物における横架材の接合装置に関するものである。
【0002】
【従来の技術】
柱に貫通させて該柱の一側より突出する先端にナットを螺合したボルトの特殊形状の頭部側を前記柱の他の一側より突出させて受支突子と成し、これに横架材の端部側に横設した掛止杆を掛止するようにした構造のものがある(例えば、特許文献1)。
【0003】
【特許文献1】
特開2002−146918号公報
【0004】
【発明が解決しようとする課題】
前記従来例は、掛止杆が受支突子より外れないように(横架材が柱から離脱しないように)、該受支突子を構成するボルト杆頭部を特殊形状としているため該ボルト杆を特別に容易しなければならない。
【0005】
また、該ボルト杆は、ナットを螺合して柱に締め付けるようにしているが、ナットの締め忘れや経時的にナットが緩んで、横架材の柱に対する所期の掛止状態を維持することがむずかしい場合がある。
【0006】
本発明は斯様な状況を勘案し、横架材の構造材に対する接合状態を確実に維持することのできる装置を提供すべく創案したものである。
【0007】
【課題を解決するための手段】
柱や胴差などの構造材の、梁や桁などの横架材との接合面に、該構造材を貫通させた螺杆の先端と該先端に螺合締付けたナット材とで構成した受支突子を突設する一方、前記横架材には、該受支突子を下端側から係合する係合溝を端面に縦設すると共に、前記受支突子に掛止する掛止杆を前記係合溝と交差させて横設したことを基本的手段とし、この基本的手段に例えばナット材の周側に掛止杆を介して接合面に相対する鍔部片を設けた構成を付加することにより横架材の構造材に対する安定した接合状態を得られる。
【0008】
【発明の実施の形態】
図面は本発明に係る木造建物における横架材接合の接合装置の一実施形態を示し、図1は縦断面図、図2は横断面図、図3は図1の一部拡大図である。
【0009】
図中、3は柱(胴差でも良い)で、柱3には縦方向に並んで設けた挿通孔18,18,18のそれぞれに該柱3の一方の側面からボルト杆13を貫通させ、横架材(梁や桁)1との接合面3aである他の一方の側面から突出する該ボルト杆13の先端13aにナット材4Aを螺合して構成した受支突子4又は第二受支突子4´を設けてある。
【0010】
ボルト杆先端13aとで受支突子4又は第二受支突子4´を構成するナット材4Aは、螺子筒14と該螺子筒14の一端側に連設した頭部とで成る袋ナット体で構成し、頭部は、六角頭状部15と前記螺子筒14部に隣接する円錐台形状部16との間に鍔部片17を介在させて構成し、鍔部片17部は柱3の前記接合面3aに相対するように円錐台形状部16や螺子筒14の周側より突出する外径を備え、この鍔部片17と螺子筒14との間に配した円錐台形状部16は螺子筒14と同軸線上に配して螺子筒14部から鍔部片17方向に次第に拡径させて周側をテーパ縁16aを備えたものである。
【0011】
柱3の接合面3aに縦方向に並べて突設した受支突子4と該受支突子4の直下に存する第二受支突子4´,4´は、横架材1の端面に縦設した係合溝7内に収納され、該係合溝7を横切るようにして各突子4に対応させて横架材1に横設した掛止杆5又は第二掛止杆5´が掛止され、しかも、最下位の受支突子4´の下側には第二掛止杆5´と同様にして横架材1に横設した係止杆6を配して第二掛止杆5´とで該最下位の受支突子4を挟持させるようにして横架材1を柱3に接合してある。
【0012】
なお、受支突子4又は4´は、掛止杆5又は第二の掛止杆5´を介して横架材1の荷重を受けるため、柱3からの突出量が多いと耐荷重性に問題が生じ、そのため、可及的に少なくすべきであるが、受支突子4,4´の突出量を少なくするということは、横架材1側に横設した掛止杆5と第二掛止杆5´の横設位置が横架材1の端面側に近づくということを意味することになる。そして、掛止杆5,5´は、受支突子4,4´に掛止することにより横架材1の荷重が負荷されることになるから、掛止杆5,5´の横設位置が横架材1端面(柱3との接合面)に近接すればする程、横架材1はその自重の掛止杆5,5´への集中により裂傷し易くなる。
【0013】
実施形態は、受支突子4の耐荷重性と掛止杆5,5´に負荷する横架材の自重によるこの裂傷防止を図って、横架材1に設けた前記係合溝7内に鋼板(金属板)製の、一対の補強板2,2を装置してある。すなわち、前記係合溝7を方形状の大形部7aと該大径部7aの奥壁の両隅部にスリット状にして連通させた小径部7b,7bとで構成し、この係合溝7の小径部7bに基端側を嵌挿するようにして補強板2を係合溝7(大径部7a)の側壁内側に重ね合わせ、補強板2の基端側に縦方向に並べて設けた透孔に、前記横架材1に前記係合溝小径部7bを横切るようにして前記透孔と一致するようにして設けた第一嵌挿孔8を通じて固定杆(ドリフトピン)9を打込み、嵌挿して一対の補強板2,2を係合溝7において空隙10を存して装置するのである。
【0014】
そして、横架材1に組付けた補強板2は、基(後)端側に縦方向に並べて設けた前記透孔と同様に縦方向に並べて前端側に設けた第二透孔11,11´,11´,11´を備え、これらを前記係合溝7の大径部7a部に位置させて前記横架材1に前記第一嵌挿孔8,8,8と同様に縦方向に並べて設けた第二嵌挿孔12,12´,12´,12´と一致させたものである。
【0015】
実施形態の横架材の接合装置は、横架材(梁や桁)1側に補強板2を、柱(胴差でも良い)3側に受支突子4と第二受支突子4´を前記のようにして設け、横架材1側に補強板3を通じて横設した掛止杆5と第二掛止杆5´と係止杆6を前記受支突子4に組付けるようにして前記横架材1を柱3に接合したものである。
【0016】
横架材1の柱3に対する接合状態を得るには、柱3側に前記の通りにして受支突子4と該受支突子4の直下にして第二受支突子4´を装置する一方、横架材1側には、前記の通り、固定杆9によって組付けた補強板3の最上位の第二透孔11と該第二透孔11と一致する、横架材1に設けた最上位の第二嵌挿孔12に嵌挿するようにして掛止杆5を前記係合溝7と交差させて横設し、そして、掛止杆5を組付けた横架材1端部を受支突子4直上に位置させて降下させると、受支突子4を係合溝7すなわち補強板2,2間の空隙10内に相対的に係合しつつ該横架材1端部は降下し、この降下に伴って横架材1端部の上部側に横設した掛止杆5も降下し、ついには、柱3側に突設した最上位の受支突子4に受支され、横架材1は掛止杆5の受支突子4に対する掛止関係によって柱3に仮接合される。
【0017】
なお、この仮接合時(掛止杆5を受支突子4に載置するとき)に、掛止杆5は受支突子4(円錐台形部16)のテーパ縁16aの傾斜によって柱3方向に移動することになり、これに伴って横架材1も柱3側に移動、引き寄せられ、安定した(仮)接合状態を得られる(因みに、各部材の相対的な位置関係は、この引寄せ操作が行われるべく設定してあることは勿論である)。
【0018】
この仮接合状態(実施形態によってはこの仮接合状態を得た後、柱3と横架材1をかすがい等で固定することも考えられる)にあって、横架材1側である補強板2に設けた第二透孔11´と横架材1端部の、前記係合溝7に交差させて設けた第二嵌挿孔12´は互いに一致する位置に配するようにしてあるから、これらに第二掛止杆5´を打込み、嵌挿でき、該第二掛止杆5´の打込み嵌挿と相前後し、最下位の第二嵌挿孔12´(図で12´bとして示す)と該第二嵌挿孔12´に一致する最下位の第二透孔11´(図で11´bとして示す)に係止杆6を、第二掛止杆5´を第二嵌挿孔12´と第二透孔11´に嵌挿打込むと同様に嵌挿打込むことにより横架材1は柱3に接合される。
【0019】
第二掛止杆5´や係止杆6の打込み操作時に、各杆5´,6が受支突子4のテーパ縁16aに強制的に接してこれを押圧するため、横架材1の柱3方向への引寄せ操作が行われる。
【0020】
そして、接合状態にあって、掛止杆5,5´は柱3側の受支突子4,4´に掛止され、受支突子4,4´は掛止杆5,5´を通じて横架材1側の荷重を受けることになるのである。
【0021】
係止杆6は、最下位の受支突子4´の下縁(テーパー縁16a)に接することにより横架材1の柱3に沿う上昇を防ぐと共に、掛止杆5又は他の第二掛止杆5´とで受支突子4又は4´を挟持することにより(例えば、最上位の受支突子4の場合、その上縁側に掛止杆5が接して位置することになるから、掛止杆5と最下位の受支突子4´の下縁に接する係止杆6とで該最上位の受支突子4を挟持することになる)、横架材1の柱3からの離脱を防止する。
【0022】
図中、20は座金で、座金20はボルト杆頭部やナット材4Aの柱3に対する滅り込みを防止する。
【0023】
なお、実施形態は、図面でも示すように構造材(柱3)の一方の片面(接合面3a)にのみ横架材1を接合するようにし、そのため、ボルト杆13を用いて前記片面側にのみ受支突子14を設けるようにしているが、ボルト杆(頭部付)13に代えて、両端に螺子部を設けた螺杆を用い、該螺杆を挿通孔18に貫通させて端部を構造材両面より突出させ、各端部に前記ナット材4Aを螺合締付けるようにして受支突子14と成し、構造材両面の、それぞれの受支突子14に実施形態と同様に横架材を接合するようにしても良いことは勿論で、実施形態のボルト杆13の頭部が前記螺杆端部とナット材4Aで成る受支突子14となるだけで、残余の点は実施形態と同様なので説明は省略する。
【0024】
【発明の効果】
本発明は、前記の通りの構成であるから、構造材に横架材を確実に接合できる装置を提供でき、また、構造材にボルト杆を貫通させて該ボルト杆先端にナット材を螺合するだけで横架材側の掛止杆を掛止する受支突子を簡単に得られ、工期の短縮を図れる。
【0025】
また、該受支突子を構成するナット材に掛止杆を掛止して横架材の荷重を負荷させるから、ボルト杆に対するナット材の、経時的な緩みを確実に防ぎ、受支突子に対する掛止杆の当初の掛止状態を確実に維持することのできる装置を提供することができる。
【図面の簡単な説明】
【図1】縦断面図。
【図2】横断面図。
【図3】図1の一部拡大図。
【符号の説明】
1 横架材
3 柱
4 受支突子
4A ナット材
5 掛止杆
7 係合溝
[0001]
[Industrial application fields]
The present invention relates to a horizontal member joining apparatus in a wooden building, which is applied to join a horizontal member such as a beam or girder of a wooden building to a structural member such as a column or a trunk difference.
[0002]
[Prior art]
A specially shaped head side of a bolt, which penetrates the column and protrudes from one side of the column and is screwed with a nut, protrudes from the other side of the column to form a receiving protrusion. There exists a thing of the structure which latched the latching rod installed horizontally on the edge part side of a horizontal member (for example, patent document 1).
[0003]
[Patent Document 1]
Japanese Patent Laid-Open No. 2002-146918 [0004]
[Problems to be solved by the invention]
The conventional example has a special shape for the head of the bolt rod that constitutes the receiving projection so that the latching rod does not come off from the receiving projection (so that the horizontal member does not separate from the column). Bolts must be specially facilitated.
[0005]
In addition, the bolt 杆 is tightened to the column by screwing the nut, but the nut is forgotten to be tightened or the nut is loosened over time, and the desired hooking state for the column of the horizontal member is maintained. It may be difficult.
[0006]
In consideration of such a situation, the present invention has been devised to provide an apparatus that can reliably maintain the joining state of the horizontal member to the structural member.
[0007]
[Means for Solving the Problems]
A bearing composed of a screw member that penetrates the structural material and a nut material that is screwed and tightened to the joint surface of the structural material, such as a column or trunk, with a horizontal member, such as a beam or girder. On the other hand, the horizontal member is provided with an engaging groove for engaging the receiving protrusion from the lower end side, and an engaging groove for engaging with the receiving protrusion. The basic means is to cross the engagement groove, and for this basic means, for example, a flange piece is provided on the circumferential side of the nut material, facing the joint surface via a latching hook. By adding, a stable joining state of the horizontal member to the structural member can be obtained.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
The drawings show an embodiment of a joining apparatus for joining horizontal members in a wooden building according to the present invention, FIG. 1 is a longitudinal sectional view, FIG. 2 is a transverse sectional view, and FIG. 3 is a partially enlarged view of FIG.
[0009]
In the figure, 3 is a pillar (or a trunk difference), and the bolt 3 is passed through one of the side surfaces of the pillar 3 in each of the insertion holes 18, 18, 18 arranged in the longitudinal direction in the pillar 3, A receiving protrusion 4 or a second protrusion formed by screwing a nut material 4A into the tip 13a of the bolt rod 13 protruding from the other side surface which is a joint surface 3a to the horizontal member (beam or girder) 1. A receiving protrusion 4 'is provided.
[0010]
The nut member 4A, which constitutes the receiving protrusion 4 or the second receiving protrusion 4 'with the bolt rod tip 13a, is a cap nut composed of a screw cylinder 14 and a head portion that is connected to one end of the screw cylinder 14. The head is configured by interposing a flange piece 17 between the hexagonal head portion 15 and the truncated cone-shaped portion 16 adjacent to the screw cylinder 14 portion, and the flange portion 17 portion is a column. 3 having an outer diameter protruding from the peripheral side of the truncated cone-shaped portion 16 and the screw cylinder 14 so as to face the joint surface 3a, and the truncated cone-shaped portion disposed between the flange piece 17 and the screw cylinder 14 16 is arranged coaxially with the screw cylinder 14 and gradually increases in diameter from the screw cylinder 14 toward the flange piece 17 and is provided with a tapered edge 16a on the circumferential side.
[0011]
A receiving protrusion 4 projecting in a longitudinal direction on the joint surface 3 a of the column 3 and second receiving protrusions 4 ′ and 4 ′ immediately below the receiving protrusion 4 are formed on the end surface of the horizontal member 1. A latching rod 5 or a second latching rod 5 ′ which is accommodated in the vertical engaging groove 7 and is laterally provided on the horizontal member 1 so as to cross the engaging groove 7 and correspond to each protrusion 4. In addition, a latch rod 6 is provided on the horizontal member 1 in the same manner as the second latch rod 5 'below the lowermost support protrusion 4'. The horizontal member 1 is joined to the column 3 so that the lowest support protrusion 4 is sandwiched between the hooks 5 '.
[0012]
In addition, since the receiving protrusion 4 or 4 'receives the load of the horizontal member 1 via the hooking rod 5 or the second hooking rod 5', if the protruding amount from the column 3 is large, the load resistance is increased. Therefore, it should be reduced as much as possible, but reducing the protruding amount of the receiving protrusions 4 and 4 ′ means that the hanging rod 5 installed horizontally on the horizontal member 1 side This means that the horizontal position of the second hook 5 'approaches the end face side of the horizontal member 1. And since the load of the horizontal member 1 will be loaded by the latching rods 5 and 5 'being latched on the receiving protrusions 4 and 4', the horizontal installation of the latching rods 5 and 5 ' The closer the position is to the end face of the horizontal member 1 (joint surface with the column 3), the more easily the horizontal member 1 is torn due to the concentration of its own weight on the hooks 5 and 5 '.
[0013]
In the embodiment, in order to prevent this tear due to the load resistance of the receiving protrusion 4 and the weight of the horizontal member loaded on the latching rods 5 and 5 ′, the engagement groove 7 provided in the horizontal member 1 A pair of reinforcing plates 2 and 2 made of a steel plate (metal plate) is provided. That is, the engagement groove 7 is composed of a rectangular large portion 7a and small diameter portions 7b and 7b which are communicated in the form of slits at both corners of the back wall of the large diameter portion 7a. The reinforcing plate 2 is superposed on the inner side of the side wall of the engaging groove 7 (large diameter portion 7a) so that the base end side is inserted into the small diameter portion 7b of the base plate 7, and is arranged in the vertical direction on the base end side of the reinforcing plate 2 A fixing rod (drift pin) 9 is driven into the through hole through a first fitting insertion hole 8 provided in the horizontal member 1 so as to cross the engaging groove small diameter portion 7b and to coincide with the through hole. Then, a pair of reinforcing plates 2 and 2 are inserted and installed in the engaging groove 7 with a gap 10 therebetween.
[0014]
And the reinforcement board 2 assembled | attached to the horizontal member 1 has the 2nd through-holes 11 and 11 provided in the front end side arranged in the vertical direction similarly to the said through-hole provided in the vertical direction in the base (rear) end side. ′, 11 ′, 11 ′, which are positioned in the large-diameter portion 7 a of the engaging groove 7, in the horizontal direction 1 like the first fitting insertion holes 8, 8, 8 in the vertical direction These are aligned with the second insertion holes 12, 12 ', 12', 12 'provided side by side.
[0015]
The horizontal member joining apparatus according to the embodiment includes a reinforcing plate 2 on the horizontal member (beam or girder) 1 side, and a receiving protrusion 4 and a second receiving protrusion 4 on the pillar (or body difference) 3 side. 'Is provided as described above, and the latching rod 5, the second latching rod 5' and the latching rod 6 which are installed horizontally on the side of the horizontal member 1 through the reinforcing plate 3 are assembled to the receiving protrusion 4. Thus, the horizontal member 1 is joined to the column 3.
[0016]
In order to obtain the joining state of the horizontal member 1 to the column 3, as described above, the receiving projection 4 and the second receiving projection 4 ′ are arranged directly below the receiving projection 4 on the column 3 side. On the other hand, on the horizontal member 1 side, as described above, the uppermost second through hole 11 of the reinforcing plate 3 assembled by the fixing rod 9 and the horizontal member 1 that coincides with the second through hole 11 are provided. A horizontal member 1 in which a latching rod 5 is installed so as to intersect with the engaging groove 7 so as to be fitted into the uppermost second insertion hole 12 provided, and the latching rod 5 is assembled. When the end portion is positioned directly above the receiving protrusion 4 and lowered, the horizontal member is engaged while the receiving protrusion 4 is relatively engaged in the engagement groove 7, that is, the gap 10 between the reinforcing plates 2 and 2. One end part descends, and with this descending, the latching bar 5 laid horizontally on the upper side of the end part of the horizontal member 1 also descends, and finally the uppermost support protrusion projecting on the column 3 side. 4 and the horizontal member 1 is a support for the hook 5 It is temporarily joined to the pillar 3 by the engaging relationship to child 4.
[0017]
At the time of this temporary joining (when the latching rod 5 is placed on the receiving projection 4), the latching rod 5 is formed by the inclination of the tapered edge 16a of the receiving projection 4 (conical trapezoidal portion 16). Accordingly, the horizontal member 1 is also moved and pulled toward the column 3 side, and a stable (temporary) joined state can be obtained (the relative positional relationship of each member is Of course, it is set so that the drawing operation is performed).
[0018]
In this temporarily joined state (in some embodiments, after obtaining this temporarily joined state, it is possible to fix the column 3 and the horizontal member 1 by shaving or the like), and the reinforcing plate on the horizontal member 1 side The second through-hole 11 'provided in 2 and the second fitting insertion hole 12' provided at the end of the horizontal member 1 so as to intersect with the engaging groove 7 are arranged at positions coincident with each other. The second hooking rod 5 'can be driven into and inserted into these, and the second hooking hole 12' (in FIG. ) And the second latching rod 5 ′ in the second lowest through hole 11 ′ (shown as 11 ′ b in the figure) that coincides with the second insertion hole 12 ′. The horizontal member 1 is joined to the column 3 by fitting and driving in the same manner as when fitting and driving into the fitting hole 12 ′ and the second through hole 11 ′.
[0019]
During the driving operation of the second hooking rod 5 ′ and the locking rod 6, each of the rods 5 ′, 6 forcibly contacts and presses the tapered edge 16 a of the receiving protrusion 4, A drawing operation in the direction of the pillar 3 is performed.
[0020]
In the joined state, the latching rods 5 and 5 ′ are latched by the receiving projections 4 and 4 ′ on the column 3 side, and the receiving projections 4 and 4 ′ are passed through the latching rods 5 and 5 ′. The load on the horizontal member 1 side is received.
[0021]
The locking rod 6 is in contact with the lower edge (tapered edge 16a) of the lowest support protrusion 4 ′ to prevent the horizontal rod 1 from rising along the column 3, and the latch rod 5 or other second By sandwiching the receiving protrusion 4 or 4 'with the hanging hook 5' (for example, in the case of the uppermost receiving protrusion 4, the hanging hook 5 is positioned in contact with the upper edge side thereof. The uppermost receiving protrusion 4 is sandwiched between the latching bar 5 and the locking bar 6 in contact with the lower edge of the lowermost receiving bar 4 '), and the column of the horizontal member 1 Preventing the departure from 3.
[0022]
In the figure, reference numeral 20 denotes a washer, and the washer 20 prevents the bolt head and the nut material 4A from collapsing into the pillar 3.
[0023]
In the embodiment, as shown in the drawings, the horizontal member 1 is joined only to one side (joint surface 3a) of the structural material (column 3). Therefore, the bolt member 13 is used on the one side. However, instead of the bolt rod 13 (with head), a screw rod provided with screw portions at both ends is used instead of the bolt rod 13 and the end portion is passed through the insertion hole 18. Projecting from both sides of the structural material, the nut material 4A is screwed and tightened to each end to form the receiving projection 14, and each receiving projection 14 on both sides of the structural material is laterally arranged as in the embodiment. Needless to say, the frame member may be joined, and the head of the bolt rod 13 according to the embodiment is merely the receiving protrusion 14 formed of the screw end portion and the nut member 4A, and the remaining points are implemented. Since it is the same as the form, description is abbreviate | omitted.
[0024]
【The invention's effect】
Since the present invention is configured as described above, it is possible to provide a device that can securely join the horizontal member to the structural material. Further, the bolt material is passed through the structural material, and the nut material is screwed to the tip of the bolt material. By simply doing this, it is possible to easily obtain a receiving projection for latching the latch on the side of the horizontal member, thereby shortening the construction period.
[0025]
In addition, since the hooking rod is hooked to the nut material that constitutes the receiving protrusion and the load of the horizontal member is applied, the nut material with respect to the bolt rod is prevented from loosening over time, and the receiving protrusion is prevented. It is possible to provide a device that can reliably maintain the initial latching state of the latching rod with respect to the child.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view.
FIG. 2 is a cross-sectional view.
FIG. 3 is a partially enlarged view of FIG. 1;
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Horizontal member 3 Pillar 4 Supporting protrusion 4A Nut material 5 Hanging rod 7 Engaging groove

Claims (5)

柱や胴差などの構造材の、梁や桁などの横架材との接合面に、該構造材を貫通させた螺杆の先端と該先端に螺合締付けたナット材とで構成した受支突子を突設する一方、前記横架材には、該受支突子を下端側から係合する係合溝を端面に縦設すると共に、前記受支突子に掛止する掛止杆を前記係合溝と交差させて横設した、木造建物における横架材の接合装置。A bearing composed of a screw member that penetrates the structural material and a nut material that is screwed and tightened to the joint surface of the structural material such as a column or body difference with a horizontal member such as a beam or girder. On the other hand, a protrusion is provided on the horizontal member, and an engaging groove for engaging the receiving protrusion from the lower end side is provided vertically on the end surface, and a latching hook that is engaged with the receiving protrusion. A horizontal member joining apparatus in a wooden building, which is installed in a crossing manner with the engaging groove. 受支突子の下縁に係止する係止杆の嵌挿孔を横架材に係合溝と交差させて横設した、請求項1記載の木造建物における横架材の接合装置。The joining apparatus of the horizontal member in the wooden building of Claim 1 which installed the fitting insertion hole of the latching hook locked to the lower edge of a receiving protrusion on the horizontal member so that it might cross the engagement groove | channel. 構造材の横架材との接合面に、受支突子の直下にして該受支突子と同様に螺杆先端とナット材で成る第二受支突子を突設し、該第二受支突子に掛止する第二掛止杆と、前記受支突子の下縁に係止する係止杆と前記第二受支突子の下縁に係止する係止杆の一方又は双方のそれぞれの嵌挿孔を前記横架材に係合溝と交差させて横設した、請求項1記載の木造建物における横架材の接合装置。On the joint surface of the structural member with the horizontal member, a second receiving protrusion made of a screw tip and a nut material is provided in the same manner as the receiving protrusion directly below the receiving protrusion, and the second receiving protrusion is provided. One of a second latching hook that latches on the support protrusion, a locking hook that locks to the lower edge of the receiving protrusion, and a locking hook that locks to the lower edge of the second receiving protrusion or The joining apparatus of the horizontal member in the wooden building of Claim 1 which installed both each insertion insertion hole in the said horizontal member crossing the engagement groove | channel. ナット材を螺子筒と該螺子筒の一端側に連設した頭部とで成る袋ナット体で構成すると共に、前記螺子筒部側から次第に拡径して掛止杆又は第二掛止杆を掛止するテーパ縁を備えた円錐台形状部を前記頭部に設けた、請求項1乃至3のうちいずれか1項記載の木造建物における横架材の接合装置。The nut material is constituted by a cap nut body composed of a screw cylinder and a head portion connected to one end side of the screw cylinder, and the diameter is gradually expanded from the screw cylinder portion side to form a latch rod or a second latch rod. The joining apparatus of the horizontal member in the wooden building in any one of Claims 1 thru | or 3 which provided the truncated cone shape part provided with the taper edge to latch in the said head. ナット材の周側に、掛止杆又は第二掛止杆を介して構造材の、横架材との接合面に相対する鍔部片を設けた、請求項4記載の木造建物における横架材の接合装置。The horizontal structure in the wooden building of Claim 4 which provided the collar part piece opposite to the joint surface with a horizontal material of a structural material through the latching rod or the 2nd latching rod in the circumference side of the nut material. Material joining device.
JP2003084830A 2003-03-26 2003-03-26 Equipment for joining horizontal members in wooden buildings Expired - Fee Related JP3898664B2 (en)

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JP2003084830A JP3898664B2 (en) 2003-03-26 2003-03-26 Equipment for joining horizontal members in wooden buildings

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