JP2005213944A - Joint linking structure for wood building - Google Patents

Joint linking structure for wood building Download PDF

Info

Publication number
JP2005213944A
JP2005213944A JP2004024553A JP2004024553A JP2005213944A JP 2005213944 A JP2005213944 A JP 2005213944A JP 2004024553 A JP2004024553 A JP 2004024553A JP 2004024553 A JP2004024553 A JP 2004024553A JP 2005213944 A JP2005213944 A JP 2005213944A
Authority
JP
Japan
Prior art keywords
wedge
wedge guide
height
guide piece
driven
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2004024553A
Other languages
Japanese (ja)
Other versions
JP3755140B2 (en
Inventor
Seiji Hosokawa
清司 細川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2004024553A priority Critical patent/JP3755140B2/en
Publication of JP2005213944A publication Critical patent/JP2005213944A/en
Application granted granted Critical
Publication of JP3755140B2 publication Critical patent/JP3755140B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To strengthen joint linkage between a beam and a column by accurately driving a laterally elongated driving wedge into the inner face of a wedge window hole without causing biting or deformation. <P>SOLUTION: In the joint linking structure for a wood building where joint linkage is applied between a beam or a girder and a column and between the column and a sill, a pair wedge guide pieces d, d' each having a height h almost the same as the height of each of the wedge window holes b', c' are mounted in the wedge window holes b', c' in such a state that mutual inner faces 11, 14 are opposed to each other, and a laterally elongated driving wedge e having a height h' the same as the height h of each of the wedge guide pieces d, d' are driven between the pair of wedge guide pieces d, d'. One wedge guide piece d has a locking portion 13 protruded from an front end 10, and a front end 15 of the other wedge guide piece d' is locked to the locking portion 13. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、木造建築物における接合連繋構造、さらに詳しくは、木造建築物における梁,桁もしくは土台と柱との間の接合連繋構造の改良に関する。   The present invention relates to a joint connection structure in a wooden building, and more particularly to an improvement in a joint connection structure between a beam, a girder or a base and a column in a wooden building.

木造建築物におけるこの種の接合連繋構造として、特許文献1(第2565441号実用新案登録公報)および特許文献2(第2570543号実用新案登録公報)等に記載されたものが既に知られている。   As this kind of joint connection structure in a wooden building, those described in Patent Document 1 (No. 2565441 Utility Model Registration Gazette), Patent Document 2 (No. 2570543 Utility Model Registration Gazette) and the like are already known.

特許文献1に記載のものは、梁と柱を接合連繋する構造で、柱に取り付けてある接合金具に梁の端部を嵌合し、その接合金具と梁に設けてある楔用窓孔に、楔案内片を挿通するとともに、打込み横長楔を、その一側面を上記楔案内片に摺接させながら打ち込み、これにより、梁全体が上記接合金具に対して柱に向かって移動し、梁の端面を柱の側面に強制的に接合し強固に連繋するようにしたものである。   The one described in Patent Document 1 is a structure in which a beam and a column are joined and connected, and the end of the beam is fitted to a joint fitting attached to the pillar, and the wedged window hole provided in the joint fitting and the beam is fitted. The wedge guide piece is inserted, and the driven horizontally long wedge is driven while sliding one side of the wedge guide piece to the wedge guide piece, whereby the entire beam moves toward the column with respect to the joint fitting, The end face is forcibly joined to the side face of the column and is firmly connected.

また、特許文献2に記載のものは、柱と土台を接合連繋する構造で、土台に取り付けてある接合金具に柱の下端部を嵌合し、その接合金具と柱に設けてある楔用窓孔に、楔案内片を挿通するとともに、打込み横長楔を、その一側面を上記楔案内片に摺接させながら打ち込み、これにより、柱全体が上記接合金具に対して土台に向かって下降し、柱の下端面を土台の上面に強制的に接合し強固に連繋するようにしたものである。   Further, the one described in Patent Document 2 has a structure in which a pillar and a base are joined and connected, and a lower end portion of the pillar is fitted to a joint fitting attached to the base, and a wedge window provided on the joint fitting and the pillar. The wedge guide piece is inserted into the hole, and the driven horizontally long wedge is driven while sliding one side of the wedge guide piece into the wedge guide piece, whereby the entire column descends toward the base with respect to the joint fitting, The lower end surface of the column is forcibly joined to the upper surface of the base so as to be firmly connected.

すなわち、上記特許文献1および2に記載のものは、いずれも、打込み横長楔の打込みを、その一側面については楔案内片に摺接させながら行うものであるが、該打込み横長楔の他側面は、上記楔用窓孔内において梁または柱の対向面に直接摺接しながらその対向面を押圧し、それによって、梁を柱に向けて移動させるか、柱を土台に向けて下降させている。   That is, in both of the above-described Patent Documents 1 and 2, driving of the driven horizontal wedge is performed while sliding the wedge guide piece on one side of the driven horizontal wedge. Presses the opposite surface of the wedge window hole while directly contacting the opposite surface of the beam or column, thereby moving the beam toward the column or lowering the column toward the base. .

このため、梁または柱の楔用窓孔内の上記対向面に、打込み横長楔の摺接と押圧による食い込みや変形を生じ、その打込み横長楔を正確に打ち込めず、したがってまた、梁と柱との接合連繋や柱と土台との接合連繋を、設定どおり強固なものにできないという問題があった。   For this reason, the opposed surface in the wedge window hole of the beam or the column is bitten or deformed by sliding contact and pressing of the driven horizontal wedge, and the driven horizontal wedge cannot be accurately driven. There is a problem that the joint connection between the column and the foundation cannot be made strong as set.

第2565441号実用新案登録公報No. 2565441 Utility Model Registration Gazette 第2570543号実用新案登録公報No. 2570543 Utility Model Registration Gazette

本発明の目的は、梁または柱等の楔用窓孔の対向面に食い込みや変形を生じさせることなく、打込み横長楔を正確に打ち込むことができるようにし、梁と柱との間の接合連繋や柱と土台との間の接合連繋を設定どおり強固なものにしようとするものである。   It is an object of the present invention to enable a driven horizontal wedge to be accurately driven without causing biting or deformation on the facing surface of a window hole for wedges such as a beam or a column, and to join and connect the beam and the column. It is intended to strengthen the connection between the pillar and the foundation as set.

請求項1記載の本発明木造建築物における接合連繋構造は柱に取り付けた接合金具に梁または桁の端部を嵌合し、その接合金具と梁または桁の端部の楔用窓孔に、楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、梁または桁全体を柱に向かって移動し、梁または桁と柱を接合連繋している木造建築物における接合連繋構造において、楔用窓孔b’,c’に、高さhを楔用窓孔b’,c’の高さと略同じにした一対の楔案内片d,d’を互いの内面11,14を対向させた状態で装着し、この一対の楔案内片d,d’の間に、高さh’を上記楔案内片d,d’の高さhと同じにした打込み横長楔eを打ち込んでなる。   The joint connection structure in the wooden structure of the present invention according to claim 1 is configured such that the end of a beam or a girder is fitted to a joint fitting attached to a column, and the joint fitting and the wedge window hole at the end of the beam or the girder are A wooden building with a wedge guide piece attached, and a beam or girder is moved toward the column by driving a horizontal wedge while superposing and guiding the wedge guide piece, and the beam or girder and the column are joined and connected. In the joint connection structure in FIG. 2, a pair of wedge guide pieces d, d ′ having a height h substantially equal to the height of the wedge window holes b ′, c ′ are provided on the inner surfaces of the wedge window holes b ′, c ′. 11 and 14 are mounted facing each other, and between the pair of wedge guide pieces d and d ′, the driven horizontal wedge having the same height h ′ as the height h of the wedge guide pieces d and d ′. Type in e.

請求項2記載の本発明木造建築物における接合連繋構造は、土台に取り付けた接合金具に柱の下端部を嵌合し、その接合金具と柱の下端部の楔用窓孔に、楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、柱全体を土台に向かって下降させ、柱と土台を接合連繋している木造建築物における接合連繋構造において、楔用窓孔b’,c’に、高さhを楔用窓孔b’,c’の高さと略同じにした一対の楔案内片d,d’を互いの内面11,14を対向させた状態で装着し、この一対の楔案内片d,d’の間に、高さh’を上記楔案内片d,d’の高さhと同じにした打込み横長楔eを打ち込んでなる。   According to a second aspect of the present invention, there is provided a connecting structure in which the lower end portion of a column is fitted to a joint fitting attached to a base, and a wedge guide piece is provided in the joint window and a wedge window hole at the lower end portion of the pillar. In the joint connection structure in a wooden building in which the entire pillar is lowered toward the base and the pillar and the base are joined and connected by superposing the wedge guide piece while superposing the wedge guide piece and driving the horizontally long wedge. A pair of wedge guide pieces d, d 'having a height h substantially equal to the height of the wedge window holes b', c 'are opposed to the inner surface 11, 14 of the window holes b', c '. The horizontal wedge e is driven between the pair of wedge guide pieces d and d '. The driven horizontal wedge e has the same height h' as the height h of the wedge guide pieces d and d '.

請求項3記載の本発明は、一対の楔案内片d,d’が、基端9,16側の幅w1,w3に比し先端10,15側の幅w2,w4を広くして先太にしてなり、打込み横長楔eが基端17側の幅w5に比し先端18側の幅w6を狭くして先細にしてなる請求項1または2記載の木造建築物における接合連繋構造である。   According to the third aspect of the present invention, the pair of wedge guide pieces d and d 'is thicker than the widths w1 and w3 on the base ends 9 and 16 side and the widths w2 and w4 on the tip ends 10 and 15 side are widened. 3. The connecting and connecting structure in the wooden building according to claim 1 or 2, wherein the driven laterally long wedge e is tapered by narrowing the width w6 on the tip 18 side compared to the width w5 on the base end 17 side.

請求項4記載の本発明は、一方の楔案内片dが、その外面に縦凹溝12を掘設し、その縦凹溝12を接合金具bの楔用窓孔b’の孔縁b’1に嵌合している請求項1,2または3記載の木造建築物における接合連繋構造である。   According to the fourth aspect of the present invention, in one wedge guide piece d, a vertical concave groove 12 is dug in the outer surface, and the vertical concave groove 12 is formed into a hole edge b ′ of the wedge window hole b ′ of the joint fitting b. It is the joining connection structure in the wooden building of Claim 1, 2 or 3 fitted to 1.

請求項5記載の本発明は、一方の楔案内片dが、その先端10に係止部13を突設し、その係止部13に他方の楔案内片d’の先端15が係止している請求項1,2,3または4記載の木造建築物における接合連繋構造である。   According to the fifth aspect of the present invention, one wedge guide piece d has a locking portion 13 protruding from the tip 10 thereof, and the tip 15 of the other wedge guide piece d ′ is locked to the locking portion 13. It is the joining connection structure in the wooden building of Claim 1, 2, 3 or 4 which is.

請求項6記載の本発明は、一対の楔案内片d,d’の内面11,14および打込み横長楔eの両側面を粗面としている請求項1,2,3,4または5記載の木造建築物における接合連繋構造である。   According to a sixth aspect of the present invention, there is provided a wooden structure according to the first, second, third, fourth or fifth aspect, wherein the inner surfaces 11, 14 of the pair of wedge guide pieces d, d 'and the both side surfaces of the driven laterally long wedge e are roughened. It is a joint connection structure in a building.

請求項1〜6記載の本発明においては、楔用窓孔b’,c’に装着した一対の楔案内片d,d’の間に、打込み横長楔eが打ち込まれるので、その打込み横長楔eが、梁c(桁,柱)に形成された楔用窓孔c’の内面に食い込みや変形を生じさせるようなことがない。   In the present invention described in claims 1 to 6, since the driven horizontal wedge e is driven between the pair of wedge guide pieces d and d 'mounted in the wedge window holes b' and c ', the driven horizontal wedge e does not bite or cause deformation on the inner surface of the wedge window hole c ′ formed in the beam c (girder, column).

また、請求項5および6記載の本発明においては、一方の楔案内片dの縦凹溝12を接合金具bの楔用窓孔b’の孔縁b’1に嵌合させるとともに、その楔案内片dの係止部13に他方の楔案内片d’の先端15を係止させているので、打込横長楔eを打ち込むのにともなって楔案内片d’が、その打込み方向に一緒に移動し、楔用窓孔c’から外方に飛び出してしまうようなこともない。   In the present invention according to claims 5 and 6, the longitudinal groove 12 of one wedge guide piece d is fitted into the hole edge b'1 of the wedge window hole b 'of the joint fitting b, and the wedge Since the leading end 15 of the other wedge guide piece d ′ is locked to the locking portion 13 of the guide piece d, the wedge guide piece d ′ is moved together in the driving direction as the driven long wedge e is driven. And it does not jump out of the wedge window hole c ′.

したがって、梁cと柱aとの間(あるいは柱と土台との間)の接合連繋を設定どおり、緊密にしてかつ強固なものにできる。   Accordingly, the connection between the beam c and the column a (or between the column and the base) can be made tight and strong as set.

楔用窓孔b’,c’に、一対の楔案内片d,d’を装着し、この一対の楔案内片d,d’の間に、打込み横長楔eを打ち込んでなる。   A pair of wedge guide pieces d, d 'are mounted in the wedge window holes b', c ', and a driving laterally long wedge e is driven between the pair of wedge guide pieces d, d'.

この実施例は、梁と柱の接合連繋構造に係り、それは、概括的には、柱aに取り付けた接合金具bに、梁cの端部を嵌合支持させるとともに、その接合金具bの楔用窓孔b’と梁cの端部の楔用窓孔c’とに装着した一対の楔案内片d,d’の間に打込み横長楔eを打ち込むことにより、上記接合金具bを介し、柱aと梁cとを緊密にしてかつ強固に接合連繋するもので、上記一対の楔案内片d,d’の間に打込み横長楔eを打ち込んでいることをもっとも重要な点としている。   This embodiment relates to a joint connection structure of a beam and a column, which generally includes a fitting b attached to the column a fitting and supporting an end of the beam c, and a wedge of the fitting b. By driving a laterally long wedge e between a pair of wedge guide pieces d, d 'mounted on the window hole b' for wedges and the window hole c 'for wedges at the end of the beam c, The pillar a and the beam c are tightly and firmly joined and connected, and the most important point is that the laterally long wedge e is driven between the pair of wedge guide pieces d and d ′.

上記接合金具bは、起立板1と底板2でL形をなすとともに、これら起立板1の内面と底板2の上面との間に芯板3を設立固定し、その芯板3の略中央に方形の上記楔用窓孔b’を開設している。   The joining bracket b is formed in an L shape by the upright plate 1 and the bottom plate 2, and a core plate 3 is established and fixed between the inner surface of the upright plate 1 and the upper surface of the bottom plate 2, and is approximately at the center of the core plate 3. The rectangular wedge window hole b ′ is opened.

この接合金具bは、柱aの側面所要位置に掘設形成した浅底凹処4に上記起立板1を嵌合し、複数組のボルト5とナット6とにより、柱aにしっかりと取付け固定される。   The joining metal fitting b is fitted and fixed to the pillar a with a plurality of bolts 5 and nuts 6 by fitting the upright plate 1 into a shallow recess 4 formed in a required position on the side surface of the pillar a. Is done.

上記梁cは、その端部の下面c1に、接合金具bの底板2を受入するのに必要なそれと略同形,同大の浅底凹処7を掘削形成するとともに、該端部の(梁cの長軸線に沿う)中央には、接合金具bの芯板3を受入するのに必要なそれと略同形,同大の嵌合縦溝8を、上記端部の端面c2と上面c3および上記浅底凹処7に連通開口する状態にして掘削形成している。
また、梁cは、その端部の両側面c4,c5に開口する上記楔用窓孔b’と同形,同大でかつ筒孔状の上記楔用窓孔c’を、上記嵌合縦溝8を横断する状態において掘削形成している。
The beam c is formed by excavating a shallow concave portion 7 having the same shape and the same size as that required for receiving the bottom plate 2 of the joint fitting b on the lower surface c1 of the end portion. In the center (along the major axis of c), a fitting vertical groove 8 having substantially the same shape and the same size as that required for receiving the core plate 3 of the joint metal fitting b is provided. The excavation is performed in a state where the shallow bottom recess 7 is open to communicate with.
In addition, the beam c has the same shape and size as the wedge window hole b ′ opened on both side surfaces c4 and c5 at the end thereof, and the wedge window hole c ′ having a cylindrical hole shape is inserted into the fitting vertical groove. Excavation is formed in a state of crossing 8.

その梁cは、柱aに取付け固定されている上記接合金具bに対し、浅底凹処7を底板2に嵌合するとともに嵌合縦溝8を芯板3に嵌合し、かつ、楔用窓孔c’を楔用窓孔b’に略一致させた状態で、乗載支持される。   The beam c has a shallow concave recess 7 fitted to the bottom plate 2 and a fitting vertical groove 8 fitted to the core plate 3 with respect to the above-mentioned joining bracket b fixedly attached to the column a, and a wedge. It is mounted and supported in a state where the window hole c ′ for use is substantially aligned with the window hole for wedge b ′.

このとき、梁cの端面c2は柱aの対向側面との間および接合金具bの起立板1の内面との間に隙間f1を空け、また、梁cの浅底凹処7の柱aから遠い側の内面は接合金具bの底板2の端面との間に隙間f2を空け、かつ、接合金具bの芯板3に形成した上記楔用窓孔b’の柱aから遠い側の孔縁b’1を梁cの楔用窓孔c’内に少し突出させ、反対に柱aに近い側の孔縁b’2が楔用窓孔c’外に位置する状態にして、そこに隙間f3を空けるとともに、梁cの嵌合縦溝8の内奥部と上記芯板3の後端3’との間に隙間f4を空ける(図2)。   At this time, a gap f1 is formed between the end surface c2 of the beam c and the opposite side surface of the column a and the inner surface of the upright plate 1 of the joint metal b, and from the column a of the shallow recess 7 of the beam c. The inner surface on the far side has a gap f2 between the end surface of the bottom plate 2 of the joint fitting b, and the hole edge on the side far from the pillar a of the wedge window hole b ′ formed in the core plate 3 of the joint fitting b. b′1 is slightly protruded into the wedge window hole c ′ of the beam c, and the hole edge b′2 on the side close to the pillar a is positioned outside the wedge window hole c ′, and there is a gap between them. A gap f4 is made between the inner back portion of the fitting vertical groove 8 of the beam c and the rear end 3 ′ of the core plate 3 (FIG. 2).

次に、上記楔案内片d,d’と打込み横長楔eについて説明する。
楔案内片dは、基端9から先端10までの長さLを梁cの幅員(側面c4,c5間)と略同じにするとともに、高さhを楔用窓孔b’および楔用窓孔c’の高さと略同じにした鉄等の金属製の六面体である。それは、基端9側の幅w1に比し先端10側の幅w2を広くして先太にし、その一側内面11を粗面とするとともに、外面の長手方向中央に縦凹溝12を掘設している。そして、先端10の内面11側に係止部13を突設形成している(図5)。
Next, the wedge guide pieces d and d 'and the driven long wedge e will be described.
The wedge guide piece d has a length L from the proximal end 9 to the distal end 10 substantially the same as the width of the beam c (between the side surfaces c4 and c5) and a height h of the wedge window hole b ′ and the wedge window. It is a hexahedron made of metal such as iron, which is substantially the same as the height of the hole c ′. That is, the width w2 on the distal end 10 side is made wider and thicker than the width w1 on the proximal end 9 side, the inner surface 11 on one side is roughened, and the longitudinal groove 12 is dug in the center in the longitudinal direction of the outer surface Has been established. And the latching | locking part 13 is protrudingly formed and formed in the inner surface 11 side of the front-end | tip 10 (FIG. 5).

また、楔案内片d’は、高さを上記楔案内片dの高さhと同じに、したがってまた楔用窓孔b’および楔用窓孔c’の高さと略同じにした鉄等の金属製の六面体である。それは、上記楔案内片dと同じように基端16側の幅w3に比し先端15側の幅w4を広くして先太にするとともに、その一側内面14を粗面としている。
しかし、上記楔案内片dと異なり、先端15に係止部を形成しておらず、その基端16から先端15までの長さL’は、上記楔案内片dの長さLよりも、先端15に係止部を形成していない分だけ短くなっている(図5)。
Further, the wedge guide piece d ′ has the same height as the height h of the wedge guide piece d, and therefore, iron or the like whose height is substantially the same as the height of the wedge window hole b ′ and the wedge window hole c ′. It is a metal hexahedron. As in the wedge guide piece d, the width w4 on the tip 15 side is made wider and thicker than the width w3 on the base end 16 side, and the inner surface 14 on one side is made rough.
However, unlike the wedge guide piece d, no locking portion is formed at the distal end 15, and the length L ′ from the base end 16 to the distal end 15 is larger than the length L of the wedge guide piece d. The tip 15 is shortened by not forming a locking portion (FIG. 5).

打込み横長楔eは、その長さを上記楔案内片d’の長さL’と同じにした断面方形の鉄等の金属製板状のもので、その高さh’を上記楔案内片d,d’の高さhと同じとするとともに、その幅については、基端17側の幅w5に比し先端18側の幅w6を徐々に狭くして先細にしている。また、その両側面19,19を粗面としている(図5)。   The driven laterally long wedge e is a metal plate such as iron having a square cross section whose length is the same as the length L ′ of the wedge guide piece d ′, and its height h ′ is set to the wedge guide piece d. , D ′ is the same as the height h, and the width is tapered by gradually narrowing the width w6 on the distal end 18 side compared to the width w5 on the proximal end 17 side. Further, both side surfaces 19 and 19 are rough surfaces (FIG. 5).

そして、これら楔案内片d,d’と打込み横長楔eは、柱aに取付け固定した接合金具bに梁cを乗載支持したところで、それらの楔用窓孔b’と楔用窓孔c’に装着され、これによって、柱aと梁cとを接合金具bを介し緊密にしてかつ強固に接合連繋するものである。   The wedge guide pieces d and d 'and the driven long wedge e are mounted on the metal fitting b fixedly attached to the column a and supported by the beam c. Thus, the column a and the beam c are tightly connected to each other through the joint fitting b and are firmly joined and connected.

それにはまず、楔案内片d,d’を、互いの内面11,14を対向させた状態(図1〜3)で、一緒にあるいは個別に、楔用窓孔b’および楔用窓孔c’に挿入し、楔案内片dの縦凹溝12を、接合金具bの芯板3の孔縁b’1(前記のように梁cの楔用窓孔c’内に少し突出している)に嵌合させるとともに、楔案内片dの係止部13に楔案内片d’の先端15を係合させる。これによって、楔案内片d,d’の間に内奥側(梁cの側面c5側)の幅を狭くし手前側(梁cの側面c4側)の幅を広くした楔打込み空処gが形成される(図2)。   For this purpose, first, the wedge guide pieces d and d ′ are arranged together or individually with the inner surfaces 11 and 14 facing each other (FIGS. 1 to 3), and the wedge window hole b ′ and the wedge window hole c. The longitudinal groove 12 of the wedge guide piece d is inserted into the hole edge b′1 of the core plate 3 of the joint metal fitting b (a little protruding into the wedge window hole c ′ of the beam c as described above). And the tip 15 of the wedge guide piece d ′ is engaged with the locking portion 13 of the wedge guide piece d. As a result, the wedge driving space g between the wedge guide pieces d and d ', in which the width on the inner back side (side c5 side of the beam c) is reduced and the width on the front side (side c4 side of the beam c) is increased. Formed (FIG. 2).

その後、打込み横長楔eを、上記楔案内片d,d’に重合案内させながらそれらの間の楔打込み空処gに打ち込む。
この打込みにより、梁c全体が接合金具bの芯板3に沿い柱aに向かって、前記隙間f1〜f4を縮小しながら徐々に前進移動し、ついには端面c2を柱aの側面に圧接する。
圧接が完全な状態となったとき、打込み横長楔eの先端18が楔案内片dの係止部13に当接するとともに、その基端17の端面を、楔案内片d,d’の基端9,16の端面、したがってまた梁cの側面c4と面一にするように、関係各部を設計してある(図3)。
After that, the driven laterally long wedge e is driven into the wedge driving empty space g between the wedge guide pieces d and d ′ while being superposed and guided by the wedge guide pieces d and d ′.
By this driving, the entire beam c gradually moves forward along the core plate 3 of the joint metal fitting b toward the column a while reducing the gaps f1 to f4, and finally presses the end surface c2 against the side surface of the column a. .
When the pressure contact is complete, the distal end 18 of the driven long wedge e abuts against the locking portion 13 of the wedge guide piece d, and the end surface of the proximal end 17 is used as the proximal end of the wedge guide pieces d and d ′. Each of the related parts is designed to be flush with the end faces of 9, 16 and therefore the side face c4 of the beam c (FIG. 3).

本実施例においては、打込み横長楔eが、楔案内片d,d’に案内されながら打ち込まれ、柱aに近い側の楔案内片d’を介し、梁c全体を柱a側に前進移動させる。
したがって、打込み横長楔eが梁cの楔用窓孔c’の内面に食い込みや変形を生じさせるようなことがない。
In this embodiment, the driven long wedge e is driven while being guided by the wedge guide pieces d and d ′, and the entire beam c is moved forward to the column a side via the wedge guide piece d ′ on the side close to the column a. Let
Therefore, the driven long wedge e does not bite or deform the inner surface of the wedge window hole c ′ of the beam c.

また、楔案内片dの縦凹溝12を接合金具bの芯板3の孔縁b’1に嵌合させるとともに、その楔案内片dの係止部13に楔案内片d’の先端15を係合させているので、打込み横長楔eを打ち込むのに伴って、楔案内片d’がその打込み方向に一緒に移動し、楔用窓孔c’から外方に飛び出してしまうようなこともない。   Further, the longitudinal groove 12 of the wedge guide piece d is fitted into the hole edge b′1 of the core plate 3 of the joint metal b, and the tip 15 of the wedge guide piece d ′ is fitted to the locking portion 13 of the wedge guide piece d. The wedge guide piece d ′ moves together in the driving direction as the driven horizontal wedge e is driven, and jumps outward from the wedge window hole c ′. Nor.

したがって、梁cと柱aとの間の接合連繋を設定どおり、緊密にしてかつ強固なものとすることができる。特に、楔案内片d,d’の内面11,14および打込み横長楔eの両側面19,19を粗面としているので、互いの摩擦抵抗が大きく、地震等で当該木造建築物が振動することがあっても、不用意に弛緩するようなおそれはないものである。   Therefore, the joint connection between the beam c and the column a can be made tight and strong as set. In particular, since the inner surfaces 11 and 14 of the wedge guide pieces d and d 'and the both side surfaces 19 and 19 of the driven long wedge e are roughened, the frictional resistance between them is great, and the wooden building vibrates due to an earthquake or the like. Even if there is, there is no risk of inadvertent relaxation.

以上、柱aと梁cとを接合連繋する場合について説明したが、本発明は、柱と桁との接合連繋に適用できるのはもちろん、接合金具bを土台(図示していない)に取り付け、その接合金具bに柱aの下端部を嵌合する構造とすることによって、土台と柱を接合連繋する場合にも同様に適用できる。   As mentioned above, although the case where the column a and the beam c were joined and connected was explained, the present invention can be applied to the joining and connection of the column and the girder, and of course, the joining bracket b is attached to the base (not shown), By adopting a structure in which the lower end portion of the pillar a is fitted to the joint fitting b, the present invention can be similarly applied to the case where the base and the pillar are joined and connected.

本発明の実施例に係る梁と柱の接合連繋構造の分解状態の斜視図である。It is a perspective view of the decomposition | disassembly state of the joint connection structure of the beam and column which concerns on the Example of this invention. 上記接合連繋構造において、一対の楔案内片を楔用窓孔に挿入した状態の横断平面図である。FIG. 3 is a cross-sectional plan view of a state in which a pair of wedge guide pieces are inserted into wedge window holes in the joint connection structure. 上記一対の楔案内片の間に打込み横長楔を打ち込んだ状態の横断平面図である。FIG. 6 is a cross-sectional plan view of a state in which a horizontally long wedge is driven between the pair of wedge guide pieces. 同上の側面図である。It is a side view same as the above. 本実施例の一対の楔案内片と打込み横長楔の斜視図である。It is a perspective view of a pair of wedge guide piece and driving | running | working horizontally long wedge of a present Example.

符号の説明Explanation of symbols

a 柱
b 接合金具
c 梁
b’,c’ 楔用窓孔
b’1 孔縁
d,d’ 楔案内片
e 打込み横長楔
h 楔案内片の高さ
h’ 打込み横長楔の高さ
w1 基端側の幅
w2 先端側の幅
w3 基端側の幅
w4 先端側の幅
w5 基端側の幅
w6 先端側の幅
9 基端
10 先端
12 縦凹溝
13 係止部
15 先端
16 基端
a column b joint fitting c beam b ', c' wedge window hole b'1 hole edge d, d 'wedge guide piece e driven horizontal wedge h wedge guide piece height h' driven horizontal wedge height w1 base end Side width w2 Tip side width w3 Base end side width w4 Tip end side width w5 Base end side width w6 Tip end side width 9 Base end 10 Tip 12 Vertical groove 13 Locking portion 15 Tip 16 Base end

Claims (6)

柱に取り付けた接合金具に梁または桁の端部を嵌合し、その接合金具と梁または桁の端部の楔用窓孔に、楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、梁または桁全体を柱に向かって移動し、梁または桁と柱を接合連繋している木造建築物における接合連繋構造において、楔用窓孔(b’,c’)に、高さ(h)を楔用窓孔(b’,c’)の高さと略同じにした一対の楔案内片(d,d’)を互いの内面(11,14)を対向させた状態で装着し、この一対の楔案内片(d,d’)の間に、高さ(h’)を上記楔案内片(d,d’)の高さ(h)と同じにした打込み横長楔(e)を打ち込んでなることを特徴とする木造建築物における接合連繋構造。   Fit the end of the beam or girder to the joint fitting attached to the column, and attach the wedge guide piece to the wedge window hole in the joint fitting and the end of the beam or girder, and superimpose it on the wedge guide piece. In the joint connection structure in the wooden building in which the beam or the girder is moved toward the column by driving the laterally long wedge while the beam or girder is connected to the column, the wedge window hole (b ′, c A pair of wedge guide pieces (d, d ') whose height (h) is substantially the same as the height of the wedge window holes (b', c ') are opposed to each other's inner surfaces (11, 14). The height (h ′) between the pair of wedge guide pieces (d, d ′) is the same as the height (h) of the wedge guide pieces (d, d ′). A joining and linking structure in a wooden building, characterized in that it is driven by driving laterally long wedges (e). 土台に取り付けた接合金具に柱の下端部を嵌合し、その接合金具と柱の下端部の楔用窓孔に、楔案内片を装着し、その楔案内片に重合案内させながら打込み横長楔を打ち込むことにより、柱全体を土台に向かって下降させ、柱と土台を接合連繋している木造建築物における接合連繋構造において、楔用窓孔(b’,c’)に、高さ(h)を楔用窓孔(b’,c’)の高さと略同じにした一対の楔案内片(d,d’)を互いの内面(11,14)を対向させた状態で装着し、この一対の楔案内片(d,d’)の間に、高さ(h’)を上記楔案内片(d,d’)の高さ(h)と同じにした打込み横長楔(e)を打ち込んでなることを特徴とする木造建築物における接合連繋構造。   The lower end of the column is fitted to the joint fitting attached to the base, and a wedge guide piece is fitted into the joint window and a wedge window hole at the lower end of the post, and the wedge guide piece is driven while superposed on the wedge guide piece. In the joint connection structure in the wooden building in which the entire pillar is lowered toward the base and the pillar and the base are joined and connected to the wedge window hole (b ′, c ′), the height (h ) With a pair of wedge guide pieces (d, d ') having substantially the same height as the window holes (b', c ') for wedges, with the inner surfaces (11, 14) facing each other. Between the pair of wedge guide pieces (d, d ′), a driven horizontally long wedge (e) having the same height (h ′) as the height (h) of the wedge guide pieces (d, d ′) is driven. The joint connection structure in the wooden building characterized by comprising. 一対の楔案内片(d,d’)が、基端(9,16)側の幅(w1,w3)に比し先端(10,15)側の幅(w2,w4)を広くして先太にしてなり、打込み横長楔(e)が基端(17)側の幅(w5)に比し先端(18)側の幅(w6)を狭くして先細にしてなることを特徴とする請求項1または2記載の木造建築物における接合連繋構造。   The pair of wedge guide pieces (d, d ′) has a wider width (w2, w4) on the distal end (10, 15) side than the width (w1, w3) on the proximal end (9, 16) side. The laterally long wedge (e) to be driven is tapered by making the width (w6) on the distal end (18) side narrower than the width (w5) on the proximal end (17) side. Claim | item 1 or 2 joining connection structure in the wooden building. 一方の楔案内片(d)が、その外面に縦凹溝(12)を掘設し、その縦凹溝(12)を接合金具(b)の楔用窓孔(b’)の孔縁(b’1)に嵌合していることを特徴とする請求項1,2または3記載の木造建築物における接合連繋構造。   One wedge guide piece (d) digs a vertical groove (12) on its outer surface, and the vertical groove (12) is used as a hole edge (b ') of the wedge window hole (b') of the fitting (b). The joint connection structure in the wooden building according to claim 1, 2 or 3, which is fitted to b'1). 一方の楔案内片(d)が、その先端(10)に係止部(13)を突設し、その係止部(13)に他方の楔案内片(d’)の先端(15)が係止していることを特徴とする請求項1,2,3または4記載の木造建築物における接合連繋構造。   One wedge guide piece (d) has a locking portion (13) protruding from its tip (10), and the other wedge guide piece (d ′) has a tip (15) at its locking portion (13). The joint connection structure in the wooden building according to claim 1, 2, 3, or 4, characterized by being locked. 一対の楔案内片(d,d’)の内面(11,14)および打込み横長楔(e)の両側面を粗面としていることを特徴とする請求項1,2,3,4または5記載の木造建築物における接合連繋構造。   The inner surface (11, 14) of the pair of wedge guide pieces (d, d ') and the both side surfaces of the driven laterally long wedge (e) are rough surfaces. Connection structure in wooden buildings.
JP2004024553A 2004-01-30 2004-01-30 Joint connection structure in wooden buildings Expired - Fee Related JP3755140B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004024553A JP3755140B2 (en) 2004-01-30 2004-01-30 Joint connection structure in wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004024553A JP3755140B2 (en) 2004-01-30 2004-01-30 Joint connection structure in wooden buildings

Publications (2)

Publication Number Publication Date
JP2005213944A true JP2005213944A (en) 2005-08-11
JP3755140B2 JP3755140B2 (en) 2006-03-15

Family

ID=34907204

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004024553A Expired - Fee Related JP3755140B2 (en) 2004-01-30 2004-01-30 Joint connection structure in wooden buildings

Country Status (1)

Country Link
JP (1) JP3755140B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105297914A (en) * 2015-11-26 2016-02-03 沈阳建筑大学 Wood structure connector
CN113062458A (en) * 2021-04-02 2021-07-02 西南科技大学 Anchor and wood structure connecting joint with same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5080315B2 (en) * 2008-03-03 2012-11-21 勇 矢原 Joint structure of wood members

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105297914A (en) * 2015-11-26 2016-02-03 沈阳建筑大学 Wood structure connector
CN113062458A (en) * 2021-04-02 2021-07-02 西南科技大学 Anchor and wood structure connecting joint with same
CN113062458B (en) * 2021-04-02 2022-06-03 西南科技大学 Ground tackle and wood structure connecting node with same

Also Published As

Publication number Publication date
JP3755140B2 (en) 2006-03-15

Similar Documents

Publication Publication Date Title
US3685866A (en) Connector for structural steel
JP3755140B2 (en) Joint connection structure in wooden buildings
JP6052252B2 (en) Cantilever beam support structure
JP3755139B2 (en) Joint connection structure in wooden buildings
JP2008101352A (en) Bed structure
JP2005090086A (en) Wood connecting structure
JP2004257145A (en) Panel having rabbet joint structure
JP2006144489A (en) Joint linking structure in wooden building
KR101263630B1 (en) Structure of joining members of traditional wooden architecture
JP2002013203A (en) Jointing structure for wooden building
JP3477074B2 (en) Connection structure of horizontal members and vertical members on upper and lower floors
JP2009035873A (en) Column fixing t-shaped block and stand column structure of building using the block
JP2006152595A (en) Joining and linking structure for wooden building
JP2005232928A (en) Connection structure of column and beam in wooden building
JP2006274667A (en) Member connection device
JP2009035906A (en) Wood joining structure for construction
JP2005090085A (en) Wood connecting structure
JP2006183427A (en) Joint metal fixture for construction
JP5760068B2 (en) Joint fittings and joint structures for wooden buildings
JP5946271B2 (en) Column base / column head joint set hardware and column base / column head joint structure
JP2006183377A (en) Connection structure of wooden building
JP2010059631A (en) Brace for temporary scaffold
JP2739461B2 (en) Joining structure of wooden building horizontal members and its tools
JP2006183376A (en) Connection structure of wooden building
JP2007198069A (en) Joint structure of column and beam

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20051110

Free format text: JAPANESE INTERMEDIATE CODE: A971007

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

Effective date: 20051122

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20051209

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 3

Free format text: PAYMENT UNTIL: 20090106

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: R3D02

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100106

Year of fee payment: 4

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100106

Year of fee payment: 4

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110106

Year of fee payment: 5

LAPS Cancellation because of no payment of annual fees