JP2000064426A - Joining structure for structural member - Google Patents

Joining structure for structural member

Info

Publication number
JP2000064426A
JP2000064426A JP10250371A JP25037198A JP2000064426A JP 2000064426 A JP2000064426 A JP 2000064426A JP 10250371 A JP10250371 A JP 10250371A JP 25037198 A JP25037198 A JP 25037198A JP 2000064426 A JP2000064426 A JP 2000064426A
Authority
JP
Japan
Prior art keywords
fixing
structural member
male screw
structural
plate
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.)
Pending
Application number
JP10250371A
Other languages
Japanese (ja)
Inventor
Yoji Ito
洋路 伊東
Yoshiharu Yamada
美春 山田
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.)
NCN KK
Original Assignee
NCN KK
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 NCN KK filed Critical NCN KK
Priority to JP10250371A priority Critical patent/JP2000064426A/en
Publication of JP2000064426A publication Critical patent/JP2000064426A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a joining structure for structural member capable of joining structural member speedily and accurately using joining fittings at a construction site. SOLUTION: A T-shaped fitting 13 is lowered on a male screw part 15b protruding on a surface of a screw bolt 15 driven on a beam 11 in advance, and the male screw part 15b is inserted into a transparent hole 18 of a substrate 16 of the T-shaped fitting 13. A nut 25 is mounted in the male screw part 15b to fix the T-shaped fitting 13 on the beam 11. Then, a tubular column 12 is lowered so that an erected plate 17 of the T-shaped fitting 13 is inserted into a slit 20 formed in a small port part of the tubular column 12. When the tubular column 12 is abutted on the beam 11 through the T-shaped fitting 13, a fixing pin 28 is driven through an external opening 23a of a fixing pin insertion hole 23 on a side of the tubular column 12.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は建築構造材の軸組に
関し、特に接合金具を間に介して第1の構造材の側部に
第2の構造材の小口部を突き合わせて接合する構造材の
接合構造に関するものである。 【0002】 【従来の技術】従来軸組工法において例えば梁や桁同
士、或いは梁や桁に対して柱や束を接合する場合に仕口
によらず接合金具を間に介在させて接合する接合構造が
あった。例えば図5に示すように、梁51に対して管柱
52を接合金具53を間に介在させて接合する場合につ
いて説明する。接合金具53は固定板体54と同固定板
体54と直交する方向に延出された挿入板片55とより
構成されており、全体として略T字形状とされている。
建築現場において軸組を行う場合には接合金具53の固
定板体54を梁51の上面に載置し、スクリューボルト
57を固定板体54の透孔58から梁51にねじ込んで
いくようにする。スクリューボルト57で接合金具53
を梁51に固定した後、管柱52の下端小口側に形成さ
れたスリット56に接合金具53の挿入板片55を挿入
させ、最後に管柱52の下端寄り側部に形成された固定
ピン挿入穴59から固定ピン60を打ち込んで梁51と
管柱52との接合金具53による接合が完了する。 【0003】 【発明が解決しようとする課題】ところが、建築現場で
固定板体54を取付位置に配置してスクリューボルト5
7を梁51にねじ込む作業を正確に行うには熟練が必要
となり、慎重に作業を行わなければならず、ねじ込み作
業自体にも時間がかかる結果、軸組作業全体の遅れる原
因となっていた。また、梁51にスクリューボルト57
をねじ込むための案内穴を開ける加工を出荷前に行って
おけば、それほどの熟練がなくともかなり正確にスクリ
ューボルト57をねじ込むことが可能である。しかし、
そのため出荷前の加工工程が増してコストアップとなる
割には建築現場での施工の効率化の貢献度は少なかっ
た。本発明は上記課題を解決するためのものである。そ
の目的は建築現場での接合金具を用いての構造材の接合
を迅速にかつ正確に行うことのできる構造材の接合構造
を提供することにある。 【0004】 【課題を解決するための手段】上記の課題を解決するた
めに、請求項1の発明では、接合金具を介して第1の構
造材の側部に第2の構造材の小口部を突き合わせ、同接
合金具の固定板体を第1の固定手段によって第1の構造
材の側部に固定させるとともに、同接合金具の固定板体
に対して交差する方向に延出された挿入板片を第2の構
造材の木口部に形成した挿入溝に挿入し、同挿入板片を
第2の固定手段によって第2の構造材に固定することに
よって両構造材を接合するようにした構造材の接合構造
において、 前記第1の固定手段を第1の構造材の側部
に雄ねじ部が突出するように埋設されたボルト部材と同
雄ねじ部に螺合されるナット部材とによって構成する一
方、前記接合金具の固体板体には取付孔を形成し、同取
付孔に同ボルト部材の雄ねじ部を挿通させた後同ナット
部材によって固体板体を締めつけて固定するようにした
ことを要旨とする。 【0005】このような構成では、接合金具の固定板体
を第1の構造材の側部に固定させる第1の固定手段とし
て第1の構造材の側部に雄ねじ部が突出するようにボル
ト部材を埋設する。これは、工場出荷する前段階或いは
工場出荷後に建築現場で軸組前に加工する。このボルト
部材の雄ねじ部に接合金具の固体板体をその取付孔に同
ボルト部材の雄ねじ部に挿通されるようにセットする。
そして、雄ねじ部と螺合するナット部材によって固体板
体を締め付けて固定する。 【0006】 【発明の効果】 以上のように構成することで請求項1
の発明では、建築現場での接合金具を用いての構造材の
接合を迅速にかつ正確に行うことのできることとなる。 【0007】 【発明の実施の形態】以下、本発明の構造材の接合構造
を具体化した実施形態について図1〜図4に基づいて説
明する。本実施の形態では集成材で構成された梁11に
やはり集成材で構成された管柱12をT字金具13を介
して接合する場合の接合構造について説明する。図1に
示すように、梁11の上面にはT字金具13取付用の4
本のスクリューボルト15が埋設されている。図3に示
すように、各スクリューボルト15は長手方向の前方2
/3ほどが先細りのスクリューねじ部15aとされ、後
方1/3ほどが雄ねじ部15bとされている。梁11の
上面であって各スクリューボルト15の埋設位置には図
示しない案内穴が形成されており、各スクリューボルト
15は図示しないボルトねじ込み装置によって案内穴に
沿って梁11内にねじ込まれている。各スクリューボル
ト15はスクリューねじ部15a全体が梁11内に埋没
するまでねじ込みされ、雄ねじ部15bは梁11の上面
に突起状に突出されている。 【0008】図1に示すように、圧延鋼材よりなるT字
金具13は固定板体としての略正方形の基板16と挿入
板片としての略正方形の立設板17とにより構成されて
いる。基板16の一辺は上記梁11の厚みSと同寸法と
されている。立設板17は水平に配置された基板16に
対して直交するようにその中央から側方に延出されてお
り、全体として略T字形状とされている。尚、梁11に
T字金具13が装着された状態では立設板17は上方に
延出され逆T字形状となる。基板16の各隅寄りには前
記4本のスクリューボルト15に対応する4つの第1の
透孔18が形成されている。立設板17の上方隅寄りに
は2つの第2の透孔19が形成されている。 【0009】図1及び図2に示すように、管柱12の下
端寄りには同管柱12の下端面12aに連通されるスリ
ット20が長手方向に沿って形成されている。スリット
20は前記立設板17を挿入するために前記立設板17
と略同じ厚みとされている。スリット20と管柱12の
下端面12aとの交差部分には立設板17の案内用に斜
めに切り欠かれた切り欠き面21が形成されている。管
柱12の下端寄りには同管柱12の側部とスリット20
とを連通するとともに、前記立設板17をスリット20
に挿入した状態で前記第2の透孔18と一致する固定ピ
ン挿入穴23が形成されている。管柱12の下端面12
aには後述するスクリューボルト15に螺合される4つ
のナット25を収容するための4つの凹部26が形成さ
れている。 【0010】次に、このように構成された各部材を使用
して行われる接合構造について図1及び図2に基づいて
説明する。梁11をスクリューボルト15の雄ねじ部1
2bが突出した面を上面側として配置する。この雄ねじ
部12bが突出した箇所が管柱12の接続位置となる。
T字金具13の基板16に形成された4つの第1の透孔
18に各スクリューボルト15の雄ねじ部12bを挿通
させるようにT字金具13を降下させる。挿通させた状
態で基板16は梁11に沿って正確に配置され、梁11
の厚み以上に側方にはみ出ることはない。そして各雄ね
じ部12bにナット25を装着し、同ナット25によっ
てT字金具13を締め付けて梁11に対して固定する。 【0011】次いで、管柱12をT字金具13の上方か
ら降下させ、管柱12のスリット20にT字金具13の
立設板17を挿入させる。この時、管柱12の下端面1
2aの凹部26にナット25が収容されるように微調整
しながら管柱12の下端面12aをT字金具13の基板
16上面に当接させる。この状態で第2の透孔18と固
定ピン挿入穴23は一致する。そして、管柱12側部の
固定ピン挿入穴23の外部開口部23aから固定ピン2
8を挿入する。図4に示すように、固定ピン28は鋼材
よりなる棒状体であって、その基部寄りには膨出部28
aが形成されている。固定ピン28はその先端寄りが立
設板17の第2の透孔18に挿入されるとともに、膨出
部28aが固定ピン挿入穴23の壁面との間で無理嵌め
状態となって抜け落ちが防止される。 【0012】以上、本実施形態のように構成することに
より、次のような効果が奏されることとなる。 ・工場出荷段階で前もって梁11にスクリューボルト1
5を埋設しておけば、建築現場で管柱12を接合する際
にT字金具13を各スクリューボルト15の雄ねじ部1
2bと透孔18とを対応させて載置するだけで位置決め
ができ、T字金具13をスクリューボルトで固定して初
めて位置決めの完了となった従来の位置決め手段に比べ
正確な位置決めが可能となり現場での工期短縮に極めて
効果的である。 ・T字金具13をスクリューボルトで固定する作業は熟
練と時間がかかるものであった。上記実施の形態では現
場ではナット25を締め付けるだけでしかも、既にT字
金具13位置決めは終了しているわけだから、T字金具
13固定を極めて迅速に行うことができる。 ・凹部26にナット25が収容されるように微調整する
ことで一義的に管柱12の位置が決定され第2の透孔1
8と固定ピン挿入穴23が自動的に一致するようになっ
ており、邪魔となるはずのナット25が一転して作業の
効率化に寄与することとなった。 ・スリット20と管柱12の下端面12aとの交差部分
には斜めに切り欠かれた切り欠き面21が形成されたた
め、管柱12を降下させて柱12のスリット20にT字
金具13の立設板17を挿入させる際に切り欠き面21
が立設板17の案内となって作業の効率化に寄与する。 【0013】また、上記実施形態は次のように変更して
実施することも可能である。 ・上記実施の形態ではて梁11と管柱12を例とした
が、その他第1の構造材の側部に第2の構造材の小口部
を突き合わせるような状況であればすべてに応用するこ
とが可能である。また、集成材以外の材であってもよ
い。 ・上記実施の形態で説明したT字金具13は一例であっ
て、T字金具13以外の接続金具であっても本発明の目
的に沿う接続金具であればその形状は問わない。 ・上記実施の形態ではスクリューボルト15を埋設する
ようにした。しかし,前もって現場で施工される前に第
1の構造材の側部雄ねじ部が突出するようしてあればス
クリューボルト15に限定されるものではない。 ・管柱12にT字金具13を固定する手段としては上記
実施の形態の固定ピン28以外の手段であっても構わな
い。 その他本発明はその趣旨を逸脱しない態様で変更して実
施することは自由である。 【0014】
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame of a building structural material, and more particularly, to a second structural material on a side of a first structural material via a joint. And a joining structure for a structural material that is joined by abutting small edges. 2. Description of the Related Art In a conventional frame construction method, for example, when a beam or a girder is joined to each other, or a column or a bundle is joined to the beam or a girder, a joining fitting is interposed regardless of a connection. There was a structure. For example, as shown in FIG. 5, a description will be given of a case in which a tubular column 52 is joined to a beam 51 with a joining fitting 53 interposed therebetween. The joining fitting 53 is composed of a fixed plate 54 and an insert plate 55 extending in a direction perpendicular to the fixed plate 54, and has a substantially T-shape as a whole.
When a frame is to be assembled at a construction site, the fixing plate 54 of the joint fitting 53 is placed on the upper surface of the beam 51, and the screw bolt 57 is screwed into the beam 51 from the through hole 58 of the fixing plate 54. . Joining bracket 53 with screw bolt 57
Is fixed to the beam 51, the insertion plate piece 55 of the joint fitting 53 is inserted into a slit 56 formed on the lower end side of the lower end of the tube post 52, and finally, a fixing pin formed on the side near the lower end of the tube post 52. The fixing pin 60 is driven into the insertion hole 59 to complete the joining of the beam 51 and the tube column 52 by the joining fitting 53. [0003] However, at the construction site, the fixing plate 54 is disposed at the mounting position and the screw bolt 5
To accurately screw the 7 into the beam 51, skill is required, and the operation must be carefully performed. As a result, the screwing operation itself takes a long time, resulting in a delay in the entire frame work. Also, a screw bolt 57 is attached to the beam 51.
If a process of opening a guide hole for screwing the screw bolt is performed before shipment, it is possible to screw the screw bolt 57 fairly accurately without much skill. But,
Therefore, although the number of processing steps before shipment increased and the cost increased, the contribution of the efficiency of construction at the construction site was small. The present invention has been made to solve the above problems. An object of the present invention is to provide a joining structure of a structural material capable of quickly and accurately joining structural materials using a joining metal fitting at a construction site. [0004] In order to solve the above-mentioned problems, according to the first aspect of the present invention, a small portion of the second structural material is attached to a side portion of the first structural material via a joint. And the fixing plate of the joint is fixed to the side of the first structural member by the first fixing means, and the insert plate extended in a direction intersecting the fixing plate of the joint. A structure in which a piece is inserted into an insertion groove formed at the mouth of the second structural material, and the insert plate piece is fixed to the second structural material by second fixing means to join the two structural materials. In the joining structure of materials, the first fixing means includes a bolt member embedded so that a male screw portion projects from a side portion of the first structural material and a nut member screwed to the male screw portion. A mounting hole is formed in the solid plate body of the joint fitting, and the mounting hole is formed in the solid plate body. And summarized in that which is adapted to secure tightening the solid plate body by the nut member after inserting the male screw portion of the bolt member. [0005] In such a configuration, as a first fixing means for fixing the fixing plate body of the joint fitting to the side of the first structural member, the bolt is provided so that the male screw portion protrudes from the side of the first structural member. Embed the member. This is done at a construction site before the factory shipment or after the factory before the framing at the building site. The solid plate body of the joint is set in the male screw portion of the bolt member so as to be inserted into the male screw portion of the bolt member in the mounting hole.
Then, the solid plate is fastened and fixed by a nut member screwed to the male screw portion. According to the above configuration, the first aspect of the present invention is provided.
According to the invention described above, it is possible to quickly and accurately join structural materials using a joint fitting at a construction site. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment embodying a joint structure of a structural material according to the present invention will be described below with reference to FIGS. In the present embodiment, a joining structure in the case where a tubular column 12 also made of a laminated material is joined to a beam 11 made of a laminated material via a T-shaped bracket 13 will be described. As shown in FIG. 1, the upper surface of the beam 11 is
Two screw bolts 15 are embedded. As shown in FIG.
About 3 is a tapered screw thread portion 15a, and about 後方 of the rear portion is a male thread portion 15b. A guide hole (not shown) is formed on the upper surface of the beam 11 at a position where each screw bolt 15 is embedded, and each screw bolt 15 is screwed into the beam 11 along the guide hole by a bolt screwing device (not shown). . Each screw bolt 15 is screwed in until the entire screw thread portion 15 a is buried in the beam 11, and the male screw portion 15 b projects in a projecting manner on the upper surface of the beam 11. As shown in FIG. 1, a T-shaped bracket 13 made of a rolled steel material is composed of a substantially square base plate 16 as a fixed plate and a substantially square standing plate 17 as an insertion plate piece. One side of the substrate 16 has the same size as the thickness S of the beam 11. The erecting plate 17 extends laterally from the center thereof so as to be orthogonal to the horizontally arranged substrate 16 and has a substantially T-shape as a whole. In a state where the T-shaped bracket 13 is mounted on the beam 11, the upright plate 17 extends upward to have an inverted T-shape. Four first through holes 18 corresponding to the four screw bolts 15 are formed near each corner of the substrate 16. Two second through holes 19 are formed near the upper corner of the standing plate 17. As shown in FIGS. 1 and 2, a slit 20 communicating with a lower end surface 12a of the tube post 12 is formed near the lower end of the tube post 12 along the longitudinal direction. The slit 20 is used to insert the upright plate 17.
And the thickness is substantially the same. At the intersection of the slit 20 and the lower end surface 12 a of the tube post 12, a notched surface 21 which is cut obliquely for guiding the standing plate 17 is formed. Near the lower end of the column 12, a side portion of the column 12 and a slit 20 are provided.
And the upright plate 17 is slit 20
A fixing pin insertion hole 23 that matches the second through hole 18 in a state where it is inserted into the second through hole 18 is formed. Lower end surface 12 of tube post 12
a is formed with four concave portions 26 for accommodating four nuts 25 screwed to the screw bolts 15 described later. Next, a joining structure performed by using the members configured as described above will be described with reference to FIGS. Connect the beam 11 to the male thread 1 of the screw bolt 15
The surface from which 2b protrudes is arranged as the upper surface side. The portion where the male screw portion 12b protrudes is the connection position of the tube column 12.
The T-shaped bracket 13 is lowered so that the male screw portions 12b of the screw bolts 15 are inserted into the four first through holes 18 formed in the substrate 16 of the T-shaped bracket 13. The board 16 is accurately placed along the beam 11 in the inserted state,
It does not protrude laterally beyond the thickness of. Then, a nut 25 is attached to each male screw portion 12b, and the T-shaped bracket 13 is tightened by the nut 25 and fixed to the beam 11. Next, the tube post 12 is lowered from above the T-shaped bracket 13, and the standing plate 17 of the T-shaped bracket 13 is inserted into the slit 20 of the tube column 12. At this time, the lower end surface 1 of the tube post 12
The lower end surface 12a of the tube post 12 is brought into contact with the upper surface of the substrate 16 of the T-shaped bracket 13 while making fine adjustment so that the nut 25 is accommodated in the concave portion 26 of 2a. In this state, the second through hole 18 and the fixing pin insertion hole 23 coincide. Then, the fixing pin 2 is inserted through the external opening 23a of the fixing pin insertion hole 23 on the side of the tube post 12.
Insert 8. As shown in FIG. 4, the fixing pin 28 is a rod-shaped body made of a steel material, and a bulging portion 28
a is formed. The fixing pin 28 is inserted into the second through hole 18 of the upright plate 17 at the tip end thereof, and the bulging portion 28a is forcibly fitted between the fixing pin 28 and the wall surface of the fixing pin insertion hole 23 to prevent falling off. Is done. As described above, the configuration as in the present embodiment has the following effects. -Screw bolt 1 on beam 11 before factory shipment
If the pipe 5 is buried, the T-shaped bracket 13 is connected to the male screw portion 1 of each screw bolt 15 when the pipe column 12 is joined at the construction site.
Positioning can be performed only by placing the 2b and the through hole 18 in correspondence with each other, and accurate positioning can be performed more accurately than conventional positioning means which is completed only when the T-shaped bracket 13 is fixed with a screw bolt. This is extremely effective in shortening the construction period. -The work of fixing the T-shaped bracket 13 with the screw bolts required skill and time. In the above embodiment, the nut 25 is merely tightened at the site, and the positioning of the T-shaped bracket 13 has already been completed, so that the T-shaped bracket 13 can be fixed very quickly. The position of the tube column 12 is uniquely determined by fine adjustment so that the nut 25 is housed in the concave portion 26, and the second through hole 1 is determined.
8 and the fixing pin insertion hole 23 automatically coincide with each other, and the nut 25, which should be a hindrance, turns around, contributing to an increase in work efficiency. Since a notched surface 21 which is notched obliquely is formed at the intersection of the slit 20 and the lower end surface 12a of the pipe post 12, the pipe post 12 is lowered and the T-shaped fitting 13 is inserted into the slit 20 of the post 12. When the standing plate 17 is inserted, the notch 21
Serves as a guide for the standing plate 17 and contributes to the efficiency of work. The above embodiment can be modified as follows. In the above embodiment, the beam 11 and the tube column 12 are used as an example. However, the present invention can be applied to all other situations where the edge of the second structural material is brought into contact with the side of the first structural material. It is possible. Further, a material other than the laminated wood may be used. The T-shaped fitting 13 described in the above embodiment is an example, and any shape of connecting fitting other than the T-shaped fitting 13 may be used as long as it is a connecting fitting for the purpose of the present invention. In the above embodiment, the screw bolt 15 is embedded. However, the present invention is not limited to the screw bolt 15 as long as the side male screw portion of the first structural member projects before the construction is performed on site. The means for fixing the T-shaped bracket 13 to the pipe 12 may be any means other than the fixing pin 28 in the above embodiment. In addition, the present invention can be freely modified and implemented without departing from the spirit thereof. [0014]

【図面の簡単な説明】 【図1】本発明の実施形態の接合構造を説明する分解斜
視図。 【図2】同じ実施形態における接合構造を説明する正面
図。 【図3】同じ実施形態におけるスクリューボルトの側面
図。 【図4】同じ実施形態における固定ピンの側面図。 【図5】従来の接合構造を説明する分解斜視図。 【符号の説明】 11…第1の構造材たる梁、12…第2の構造材たる管
柱、13…接合金具たるT字金具、15…ボルト部材た
るスクリューボルト、16…固定板体たる基板、17…
挿入板片たる立設板、20…挿入溝たるスリット、25
…ナット部材たるナット。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view illustrating a joining structure according to an embodiment of the present invention. FIG. 2 is a front view illustrating a joining structure in the same embodiment. FIG. 3 is a side view of the screw bolt in the same embodiment. FIG. 4 is a side view of a fixing pin in the same embodiment. FIG. 5 is an exploded perspective view illustrating a conventional joining structure. [Description of Signs] 11: Beam as a first structural material, 12 ... Tube pillar as a second structural material, 13 ... T-shaped metal fitting as a fitting metal, 15 ... Screw bolt as a bolt member, 16 ... Substrate as a fixed plate body , 17 ...
Standing plate which is an insertion plate piece, 20 ... Slit which is an insertion groove, 25
... Nut as a nut member.

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E125 AA04 AA14 AB12 AC23 AG12 AG23 BB09 BB12 BB22 BB30 BC09 BD01 BE07 BF06 CA04 CA14 CA79 EA33    ────────────────────────────────────────────────── ─── Continuation of front page    F term (reference) 2E125 AA04 AA14 AB12 AC23 AG12                       AG23 BB09 BB12 BB22 BB30                       BC09 BD01 BE07 BF06 CA04                       CA14 CA79 EA33

Claims (1)

【特許請求の範囲】 【請求項1】 接合金具を間に介して第1の構造材の側
部に第2の構造材の小口部を突き合わせ、同接合金具の
固定板体を第1の固定手段によって第1の構造材の側部
に固定させるとともに、同接合金具の固定板体に対して
交差する方向に延出された挿入板片を第2の構造材の木
口部に形成した挿入溝に挿入し、同挿入板片を第2の固
定手段によって第2の構造材に固定することによって両
構造材を接合するようにした構造材の接合構造におい
て、 前記第1の固定手段を第1の構造材の側部に雄ねじ部が
突出するように埋設されたボルト部材と同雄ねじ部に螺
合されるナット部材とによって構成する一方、前記接合
金具の固体板体には取付孔を形成し、同取付孔に同ボル
ト部材の雄ねじ部を挿通させた後同ナット部材によって
固体板体を締めつけて固定するようにしたことを特徴と
する構造材の接合構造。
Claims: 1. An edge of a second structural material is abutted against a side portion of a first structural material with a bonding metal therebetween, and a fixing plate of the bonding metal is first fixed. An insertion groove formed in the opening of the second structural member at the opening of the second structural member while being fixed to the side of the first structural member by means and extending in a direction intersecting with the fixing plate of the joint fitting; And a structure member joined to the second structural member by fixing the insertion plate piece to the second structural member by second fixing means, wherein the first fixing means is connected to the first fixing member. A bolt member embedded so that a male screw portion protrudes from a side portion of the structural material and a nut member screwed into the male screw portion, and a mounting hole is formed in the solid plate body of the joint fitting. After inserting the male thread of the bolt member into the mounting hole, the nut member Junction structure of the structural member, characterized in that so as to fix by tightening the solid plate body Te.
JP10250371A 1998-08-19 1998-08-19 Joining structure for structural member Pending JP2000064426A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10250371A JP2000064426A (en) 1998-08-19 1998-08-19 Joining structure for structural member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10250371A JP2000064426A (en) 1998-08-19 1998-08-19 Joining structure for structural member

Publications (1)

Publication Number Publication Date
JP2000064426A true JP2000064426A (en) 2000-02-29

Family

ID=17206935

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10250371A Pending JP2000064426A (en) 1998-08-19 1998-08-19 Joining structure for structural member

Country Status (1)

Country Link
JP (1) JP2000064426A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016079630A (en) * 2014-10-15 2016-05-16 ミサワホーム株式会社 building
JP2017133209A (en) * 2016-01-27 2017-08-03 株式会社エヌ・シー・エヌ Joining structure of structural skeleton of wooden building
JP2018188902A (en) * 2017-05-10 2018-11-29 株式会社エヌ・シー・エヌ Joint structure of structure skeleton for wooden building and wooden building
CN111980174A (en) * 2020-08-28 2020-11-24 河南方元建筑工程有限公司 Fabricated building and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016079630A (en) * 2014-10-15 2016-05-16 ミサワホーム株式会社 building
JP2017133209A (en) * 2016-01-27 2017-08-03 株式会社エヌ・シー・エヌ Joining structure of structural skeleton of wooden building
JP2018188902A (en) * 2017-05-10 2018-11-29 株式会社エヌ・シー・エヌ Joint structure of structure skeleton for wooden building and wooden building
CN111980174A (en) * 2020-08-28 2020-11-24 河南方元建筑工程有限公司 Fabricated building and construction method thereof

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