JPH08232342A - Joint structure for column and beam - Google Patents

Joint structure for column and beam

Info

Publication number
JPH08232342A
JPH08232342A JP4088995A JP4088995A JPH08232342A JP H08232342 A JPH08232342 A JP H08232342A JP 4088995 A JP4088995 A JP 4088995A JP 4088995 A JP4088995 A JP 4088995A JP H08232342 A JPH08232342 A JP H08232342A
Authority
JP
Japan
Prior art keywords
column
groove
support
fixture
beam end
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
JP4088995A
Other languages
Japanese (ja)
Inventor
Shinji Hashimoto
晋二 橋本
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.)
HASEGAWA MITSUTAKE
Original Assignee
HASEGAWA MITSUTAKE
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 HASEGAWA MITSUTAKE filed Critical HASEGAWA MITSUTAKE
Priority to JP4088995A priority Critical patent/JPH08232342A/en
Publication of JPH08232342A publication Critical patent/JPH08232342A/en
Granted legal-status Critical Current

Links

Abstract

PURPOSE: To simplify a construction procedure at a field by making it easier to avoid an interference of a stop bolt for a supporting fixture, in a column while keeping a mounting strength. CONSTITUTION: A supporting fixture 12 is bent in such a manner that insertion surface portions 2 are normal to a pair of vertical sides of a mounting surface 1 for a column 5 so that the fixture 12 has an approximately U-shaped transverse cross section, and a bottom plate 13 is formed at the lower sides of the portions 2 to support the underside of an end of a beam. A groove 15 having a size corresponding to the size of the surface 1 is provided beforehand in a side surface of the column 5 so that the depth of the groove is slightly larger than the thickness of a head of each stop bolt 4 for fixing the fixture 12. After the fixture 12 is put into the groove 15 and fixed by means of the bolts 4, if slit grooves 7 are fitted onto the fixture 12 from above, the plate 13 supports the underside of an end of the beam 6, in a temporarily fixing state, and thereafter through pins 16 are inserted into through holes 8, 14 to join the column and the beam.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】木造軸組み工法の施工性向上を目
的とする柱側面に梁端面を、支持金具を介在させて面接
合させた柱と梁の接合構造に関する。
[Field of Industrial Application] The present invention relates to a joint structure of a column and a beam, in which a beam end face is surface-joined to a side face of a column with a support metal fitting, for the purpose of improving workability of a wooden frame construction method.

【0002】[0002]

【従来の技術】従来用いられている上記の如くの接合構
造としては、図5に示すようなものがある。すなわち、
柱側面への取付面1とこの取付面1に直交する差し込み
面部2を有する支持金具3を複数の止めボルト4によっ
て柱5に取付け、梁6の端面上下にわたって設けられた
スリット溝7に、この差し込み面部2を差し込んだ後、
梁6端部両側面及び差し込み面部2に2〜3本の貫通ピ
ン8を貫通するもので、原材を工場にて前加工し、現場
での手作業による仕口加工を排除して生産性や施工性を
向上させている。そして、差し込み面部2には上方に開
放した切欠9が設けられ、梁6を支持金具3に組み合わ
せる際には、一番上の貫通ピン10を先ず通しておき、
支持金具3の上方から梁6を下ろして仮止めし、その後
残りの貫通ピン11を差し込むようになっている。な
お、この図では差し込み面部2が1枚のものを示した
が、強度確保のため差し込み面部を2枚とし横断面形状
が略コの字状としたものもある。
2. Description of the Related Art A conventional joining structure as described above is shown in FIG. That is,
A support metal fitting 3 having a mounting surface 1 on the side surface of the pillar and an insertion surface portion 2 orthogonal to the mounting surface 1 is mounted on the pillar 5 by a plurality of fixing bolts 4, and the slit groove 7 provided above and below the end surface of the beam 6 After inserting the insertion surface 2,
Two or three penetrating pins 8 are passed through both side surfaces of the beam 6 and the insertion surface 2, and the raw material is pre-processed at the factory, eliminating the manual finishing process at the site and productivity. And the workability are improved. Further, the insertion surface portion 2 is provided with a notch 9 opened upward, and when the beam 6 is assembled to the support fitting 3, the topmost penetration pin 10 is first passed through,
The beam 6 is lowered from above the support fitting 3 and temporarily fixed, and then the remaining penetrating pins 11 are inserted. In addition, in this figure, one insertion surface portion 2 is shown, but there are also two insertion surface portions having a substantially U-shaped cross section in order to secure strength.

【0003】このような接合構造は、梁の受ける荷重に
応じて支持金具の上下長及び止めボルトの本数や太さを
増やせば、必要十分以上の取付け強度を得られるため、
個々の接合部位における強度的な問題はない。ところ
が、一本の柱の三方ないし四方側面の同一高さに支持金
具が複数設けられる場所においては、止めボルト同士が
柱内部での干渉してしまうので、取付けボルトはできる
だけ本数を減らすか細いものを採用することが上記の干
渉を回避しやすいが、接合構造の強度確保の点ではこれ
は得策とはいえない。
In such a joint structure, if the vertical length of the support fitting and the number and thickness of the fixing bolts are increased according to the load received by the beam, a mounting strength more than necessary and sufficient can be obtained.
There are no strength problems at the individual joints. However, in places where multiple support fittings are provided at the same height on the three or four sides of one pillar, the retaining bolts interfere with each other inside the pillar, so the number of mounting bolts should be minimized or thin. Although it is easy to avoid the above interference when adopted, this is not a good idea in terms of securing the strength of the joint structure.

【0004】また、梁の両端を正確に合わせた状態で保
持しなくても、一端ずつを仮止めできるようにして、架
設作業の容易さについても配慮してはいるが、それでも
梁を接合部位にまで持ち上げる前に一番上の貫通ピンを
予め梁に通しておくという作業をしなければならず、現
場での施工手順を増やす原因となっていた。
[0006] Further, although it is possible to temporarily fix one end of each beam without holding the both ends in a precisely aligned state, the beam can be joined at the joint portion though the ease of erection work is taken into consideration. The work had to be done by passing the top penetrating pin through the beam in advance before it was lifted up to 1, which was a cause of increasing the construction procedure on site.

【0005】[0005]

【発明が解決しようとする課題】従って、本発明の目的
は、取付け強度を確保しながらも柱内部での支持金具用
止めボルトの干渉を回避しやすくすると共に、現場での
施工手順をより簡単にできる柱と梁の接合構造を提供す
ることにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to make it easy to avoid the interference of the support fixture stop bolt inside the pillar while securing the mounting strength, and to simplify the construction procedure on site. The purpose is to provide a joint structure of columns and beams that can

【0006】[0006]

【課題を解決するための手段】本発明は、柱側面に梁端
面を、支持金具を介在させて面接合させた柱と梁の接合
構造において、支持金具は柱側面に凹設された溝部には
め込んで支持金具の下部を支えた状態で取り付けられる
ようにしている。
SUMMARY OF THE INVENTION According to the present invention, in a column-to-beam joining structure in which a beam end face is joined to a side face of a column with a support fitting interposed therebetween, the support fixture is provided in a groove formed in the side face of the pillar. It is fitted so that it can be attached while supporting the lower part of the support bracket.

【0007】そして、支持金具は、柱側面への取付面
と、この取付面と直交し梁端面上下に渡って設けられた
スリット溝に組み合わされる差し込み面部とを有してお
り、差し込み面部には梁端部の下面を支える受け手段が
設けられるようにしている。
The support fitting has a mounting surface on the side surface of the column, and an insertion surface portion that is combined with slit grooves provided orthogonally to the mounting surface and extending above and below the beam end surface. A receiving means for supporting the lower surface of the beam end is provided.

【0008】[0008]

【作用】支持金具が溝部にはめ込まれ溝部が支持金具の
下部をさらに支えた状態となっているので、止めボルト
による固定力にプラスして支持金具が柱に保持され、そ
の分止めボルトの細径化が可能であり、場合によっては
本数を減らすことができる。支持金具に梁が取り付けら
れた状態では、例え止めボルトがなくても支持金具は確
実に溝部内に留まり梁を柱に係合させることからも分か
るように、溝部へはめ込んで支持金具を設けると、固定
力の分散化という点で非常に好ましいものとなる。な
お、柱側面に溝部を設ける作業は、原材を工場で機械加
工により凹設されるものであるから、現場での施工性を
損なうことはないうえ、支持金具を固定する止めボルト
の頭部が溝部内から飛び出ないように溝部の深さを設定
すれば、止めボルトの頭部が梁端面と干渉しないので、
梁端面側に「逃げ」を形成しなくてもよいこととなり、
仕口加工をトータルでみれば加工コストを上昇させるこ
とにはならない。
[Function] Since the support fitting is fitted in the groove so that the groove further supports the lower portion of the support fitting, the support fitting is held by the pillar in addition to the fixing force of the stop bolt, and the amount of the tightening bolt is reduced accordingly. The diameter can be reduced, and the number can be reduced in some cases. When the beam is attached to the support metal fitting, even if there is no retaining bolt, the support metal fitting will surely stay in the groove and engage the beam with the pillar, so that the support metal fitting should be installed in the groove. It is very preferable in terms of dispersion of fixing force. In addition, since the work of forming the groove on the side of the pillar is performed by machining the raw material at the factory, it does not impair the workability at the site and the head of the fixing bolt that fixes the support metal fittings. If the depth of the groove is set so that does not jump out of the groove, the head of the stop bolt does not interfere with the beam end surface,
It is not necessary to form a "relief" on the beam end face side,
The total processing cost does not increase the processing cost.

【0009】さらに、差し込み面部には梁端部の下面を
支える受け手段が設けられているから、前もってピンを
差し込むなどの作業なしに梁端部を一端ずつ支持金具に
載せることができ、現場での施工手順をより省略でき
る。この場合、受け手段としては、支持金具の下方に設
けた底板若しくは差し込み面部に曲折形成したフラン
ジ、又は差し込み面部に立設若しくは架設したピン状物
が支持金具の成形しやすさという点で望ましい。さら
に、梁端部の下面に上向きに凹んだ窪み部を設け、この
窪み部内には、上記底板やフランジ、ピンに接して梁端
面を柱側面に押しつけるようになった傾斜面、すなわち
柱側に向かって下に下がるような傾斜面を設けるように
すれば、梁の仮止めの際、柱側面と梁端面が密着し、梁
と柱の取付け角度を設計値に近く保ちやすくなるので、
全体の軸組作業がより行いやすくなる。なお、上記傾斜
面に底板やフランジを接するようにする際には、底板若
しくはフランジに、上記傾斜面に対応するように取付面
に向かって下に下がるような傾斜部分を少なくとも設け
るものである。
Further, since the insertion surface portion is provided with the receiving means for supporting the lower surface of the beam end portion, the beam end portions can be placed one by one on the support fitting without any work such as inserting a pin in advance. The construction procedure can be further omitted. In this case, as the receiving means, a bottom plate provided below the support fitting, a flange bent on the insertion surface portion, or a pin-shaped object standing or erected on the insertion surface portion is preferable in terms of ease of forming the support fitting. Furthermore, a recessed portion that is recessed upward is provided on the lower surface of the beam end, and in the recessed portion, an inclined surface that comes into contact with the bottom plate, the flange, and the pin and presses the beam end face against the column side surface, that is, on the column side. By providing an inclined surface that goes down toward the bottom, when temporarily fixing the beam, the side surface of the column and the end surface of the beam come into close contact, and it becomes easier to keep the installation angle between the beam and the column close to the design value.
The whole frame work becomes easier. When the bottom plate or the flange is brought into contact with the inclined surface, the bottom plate or the flange is provided with at least an inclined portion that descends toward the mounting surface so as to correspond to the inclined surface.

【0010】[0010]

【実施例】次に図面を参考にして、本発明に係わる実施
例を説明する。なお、従来の例と共通する部分及び各実
施例間で共通する部分には同一の符合を付し、重複する
説明は省略する。
Embodiments of the present invention will now be described with reference to the drawings. The parts common to the conventional example and the parts common to the respective embodiments are designated by the same reference numerals, and the duplicated description will be omitted.

【0011】第1実施例:図1に第1実施例を示す。支
持金具12は、柱5への取付面1の一対の縦辺に差し込
み面部2が直交するようそれぞれ曲折形成され、横断面
略コの字状に形成されている。そして、両差し込み面部
2の下辺に梁端部下面を支持する受け手段としての底板
13が形成されている。この例においては、底板13は
取付面1の下辺にも接続され、支持金具12の全体強度
を高めている。差し込み面部2には梁6側面の貫通孔8
に対応するよう貫通孔14が設けられている。柱5の側
面には取付面1のサイズに見合うサイズの溝部15が、
図2に示すように、支持金具12を固定する止めボルト
4の頭部の厚みAよりもやや大きい深さBとなるよう、
予め原材加工工場にて形成されている。支持金具12の
下部が、溝部15の下側の内周面Cに接するように、支
持金具12を溝15内に落とし込んで止めボルト4にて
固定せしめた後、スリット溝7を支持金具12の上方か
ら差し込むと、底板13が梁6端部の下面を受け止め、
その状態で仮止めされる。その後、貫通ピン16を貫通
孔8、14に差し込み接合する。
First Embodiment: FIG. 1 shows a first embodiment. Each of the support fittings 12 is formed by bending the pair of vertical sides of the mounting surface 1 on the pillar 5 so that the insertion surface portions 2 are orthogonal to each other, and is formed into a substantially U-shaped cross section. A bottom plate 13 as a receiving means for supporting the lower surface of the beam end portion is formed on the lower side of both insertion surface portions 2. In this example, the bottom plate 13 is also connected to the lower side of the mounting surface 1 to enhance the overall strength of the support fitting 12. The insertion surface 2 has a through hole 8 on the side surface of the beam 6.
Through holes 14 are provided so as to correspond to. On the side surface of the pillar 5, there is a groove 15 of a size corresponding to the size of the mounting surface 1,
As shown in FIG. 2, the depth B is slightly larger than the thickness A of the head of the fixing bolt 4 for fixing the support fitting 12,
It is formed in advance at the raw material processing factory. After the support fitting 12 is dropped into the groove 15 and fixed with the fixing bolt 4 so that the lower part of the support fitting 12 contacts the inner peripheral surface C on the lower side of the groove portion 15, the slit groove 7 is fixed to the support fitting 12. When inserted from above, the bottom plate 13 receives the lower surface of the end of the beam 6,
It is temporarily fixed in that state. After that, the through pin 16 is inserted into the through holes 8 and 14 and joined.

【0012】第2実施例:図2に第2実施例を示す。支
持金具17の差し込み面部2の下辺には梁端部下面を支
持する受け手段としてのフランジ18が互いに対向して
曲折形成され、支持金具17が溝部15内に固定された
場合、フランジ18の一部は溝部15の下側内周面Cに
当たるようになっている。また、この実施例では梁6の
端面のうち、両スリット溝7の間が5mm程度他の部位よ
り突出した突出部19となっており、そして、溝部15
の深さBは止めボルト5の頭部厚みAプラス5mm程度に
形成されている。従って、接合時には突出部18が溝部
15に差し込まれるので、より確実な接合状態を得られ
る。なお、特に図示しないが、柱5への接合時に突出部
18が支持金具17の上方の柱5側面と干渉することと
なるので、この干渉し得る柱5側面部位に導入溝を設け
て突出部19を溝部15に入れやすくするとなおよい。
Second Embodiment: FIG. 2 shows a second embodiment. On the lower side of the insertion surface portion 2 of the support metal fitting 17, flanges 18 as receiving means for supporting the lower surface of the beam end portion are bent and formed to face each other, and when the support metal fitting 17 is fixed in the groove portion 15, one of the flanges 18 is formed. The portion contacts the lower inner peripheral surface C of the groove portion 15. Further, in this embodiment, between the slit grooves 7 on the end face of the beam 6, there is formed a projecting portion 19 projecting about 5 mm from other portions, and the groove portion 15
Has a depth B of approximately 5 mm at the head thickness A of the fixing bolt 5. Therefore, since the protruding portion 18 is inserted into the groove portion 15 at the time of joining, a more reliable joining state can be obtained. Although not particularly shown, since the protrusion 18 interferes with the side surface of the pillar 5 above the support fitting 17 at the time of joining to the pillar 5, an introduction groove is provided in the side surface of the pillar 5 where the interference can occur. It is more preferable that the groove 19 is easily inserted into the groove 15.

【0013】第3実施例:図3に第3実施例を示す。横
断面略コの字状の支持金具20の下部に設けられた傾斜
底板21は、柱5に向かって下がるように設けられてい
る。また、梁6の端部下面には、この傾斜底板21と角
度的、位置的に対応する傾斜面22を有する窪み部23
が形成されている。従って、接合時、梁6のスリット溝
7を支持金具20の上方から差し込むと、傾斜底板21
と傾斜面22が接することによって、柱5側に梁端面2
4が押圧された状態で仮止めされる。すなわち、梁端面
24と柱5が原材加工時の設計値通りの角度で組み合わ
されるので、木造軸組み全体の施工性がよくなる。な
お、この例では、窪み部23はスリット溝7の間にのみ
設けるようにしたが、梁6の全幅にわたっていてもよ
く、さらに、傾斜面22の角度及び長さは、梁6の強度
を著しく低下させない状態で且つ傾斜底板21に接して
柱側への押圧力を得られるのであれば適宜設定できるも
のである。そして、傾斜底板21はさらに取付面1の下
辺に水平面を介して接続されていてもよいし、第2実施
例のフランジ18を傾斜底板21と同様に傾斜させた形
態としてもよい。
Third Embodiment: FIG. 3 shows a third embodiment. The inclined bottom plate 21 provided on the lower portion of the supporting bracket 20 having a substantially U-shaped cross section is provided so as to descend toward the pillar 5. Further, the lower surface of the end portion of the beam 6 has a recessed portion 23 having an inclined surface 22 angularly and positionally corresponding to the inclined bottom plate 21.
Are formed. Therefore, when the slit groove 7 of the beam 6 is inserted from above the support fitting 20 at the time of joining, the inclined bottom plate 21
And the inclined surface 22 are in contact with each other, the beam end surface 2
4 is temporarily fixed in a pressed state. That is, since the beam end face 24 and the pillar 5 are combined at an angle according to the design value at the time of processing the raw material, the workability of the entire wooden frame is improved. In addition, in this example, the recessed portion 23 is provided only between the slit grooves 7, but it may be provided over the entire width of the beam 6, and the angle and length of the inclined surface 22 significantly increase the strength of the beam 6. It can be appropriately set as long as it is in a state where it is not lowered and the pressing force to the pillar side can be obtained by contacting the inclined bottom plate 21. The inclined bottom plate 21 may be further connected to the lower side of the mounting surface 1 via a horizontal plane, or the flange 18 of the second embodiment may be inclined like the inclined bottom plate 21.

【0014】第4実施例:図4に第4実施例を示す。こ
の例では、横断面略コの字状の支持金具25の差し込み
面部2間に受け手段としての支持ピン26が架設されて
おり、接合時には、窪み部23の傾斜面22に接して柱
5側に梁端面24を押圧させるようになっている。な
お、この支持ピン26は回転自在のローラを軸支したも
のとしてもよく、さらに、支持金具25の下部には、第
1実施例における底板13をも設けるようにしてもよ
い。
Fourth Embodiment: FIG. 4 shows a fourth embodiment. In this example, a support pin 26 as a receiving means is provided between the insertion surface portions 2 of a support metal fitting 25 having a substantially U-shaped cross section, and at the time of connection, the support pin 26 is in contact with the inclined surface 22 of the recessed portion 23 and the pillar 5 side. The beam end face 24 is pressed against the beam. The support pin 26 may be one in which a rotatable roller is rotatably supported, and the bottom plate 13 of the first embodiment may be provided below the support fitting 25.

【0015】以上の各実施例においては、支持金具1
2、17、20、25が横断面略コの字状で差し込み面
部2が2枚ずつのものとして説明をしたが、横断面略T
字状の差し込み面部が1枚となったものでも、3枚以上
になったものでもよい。
In each of the above embodiments, the support fitting 1
The description has been given assuming that 2, 17, 20, and 25 have a substantially U-shaped cross section and two insertion surface portions 2 each.
The character-shaped insertion surface portion may be one, or may be three or more.

【0016】[0016]

【発明の効果】本発明は以上説明したように、支持金具
の柱への支持を、止めボルトだけによらず、柱側面に設
けた溝部によっても行うようにしているので、より細い
止めボルトを採用でき場合によってはその本数も減ら
せ、取付け強度を確保しながらも柱内部での止めボルト
の干渉を回避しやすくなる。また、梁を柱の接合予定部
位に持ち上げる前に、前もってピンを挿入するなどの作
業が必要ないため、現場での作業手順が簡単となるとい
う効果がある。さらに、接合時には柱側面と梁端面を押
圧状態で組み立てることができ軸組み全体の施工性がよ
いという効果も有する。
As described above, according to the present invention, since the support fitting is supported on the pillar not only by the stop bolt but also by the groove portion provided on the side surface of the pillar, a thinner stop bolt can be used. Depending on the case, the number can be reduced depending on the case, and it becomes easy to avoid the interference of the fixing bolt inside the pillar while securing the mounting strength. In addition, there is no need to insert a pin in advance before the beam is lifted to the planned joining portion of the column, so that there is an effect that the work procedure at the site becomes simple. Further, at the time of joining, the pillar side surface and the beam end surface can be assembled in a pressed state, and there is an effect that the workability of the entire frame assembly is good.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る柱と梁の接合構造の第1実施例を
示す斜視図。
FIG. 1 is a perspective view showing a first embodiment of a column-beam joint structure according to the present invention.

【図2】第2実施例を示す平面図。FIG. 2 is a plan view showing a second embodiment.

【図3】第3実施例を示す側面図。FIG. 3 is a side view showing a third embodiment.

【図4】第4実施例を示す側面図。FIG. 4 is a side view showing a fourth embodiment.

【図5】従来の柱と梁の接合構造の一例を示す斜視図。FIG. 5 is a perspective view showing an example of a conventional column-beam joining structure.

【符号の説明】[Explanation of symbols]

1 取付面 2 差し込み面部 5 柱 6 梁 7 スリット溝 12、17、20、25 支持金具 13 底板(受け手段) 15 溝部 18 フランジ(受け手段) 19 突出部 21 傾斜底板 22 傾斜面 23 窪み部 24 梁端面 26 支持ピン(受け手段) 1 Mounting Surface 2 Insertion Surface 5 Pillar 6 Beam 7 Slit Grooves 12, 17, 20, 25 Support Fitting 13 Bottom Plate (Receiving Means) 15 Groove 18 Flange (Receiving Means) 19 Projection 21 Sloping Bottom 23 22 Inclined 23 Depression 24 Beam End face 26 Support pin (receiving means)

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 柱側面に梁端面を、支持金具を介在させ
て面接合させた柱と梁の接合構造において、 支持金具は柱側面に凹設された溝部にはめ込んで支持金
具の下部を支えた状態で取り付けられていることを特徴
とする柱と梁の接合構造。
1. In a column-beam joining structure in which a beam end surface is joined to a side surface of a column with a supporting metal fitting interposed therebetween, the supporting metal fitting is fitted into a groove formed in the side surface of the pillar to support a lower portion of the supporting metal fitting. A joint structure of columns and beams that is installed in a closed state.
【請求項2】 支持金具は、柱側面への取付面と、この
取付面と直交し梁端面上下に渡って設けられたスリット
溝に組み合わされる差し込み面部とを有しており、差し
込み面部には梁端部の下面を支える受け手段が設けられ
ている請求項1に記載の柱と梁の接合構造。
2. The support fitting has a mounting surface to the side surface of the column, and an insertion surface portion that is combined with a slit groove that is orthogonal to this mounting surface and is provided above and below the beam end surface. The column-beam joint structure according to claim 1, further comprising receiving means for supporting a lower surface of the beam end portion.
【請求項3】 梁端部の下面には、支持金具の受け手段
に接して梁端面を柱側面に押しつける傾斜面を有する窪
み部が設けられている請求項2に記載の柱と梁の接合構
造。
3. The column-to-beam connection according to claim 2, wherein the lower surface of the beam end portion is provided with a recess having an inclined surface that is in contact with the receiving means of the support fitting and presses the beam end surface against the column side surface. Construction.
【請求項4】 差し込み面部は取付面の一対の縦辺に曲
折形成され、受け手段は両差し込み面部の下辺に形成さ
れる底板又はフランジである請求項2又は3に記載の柱
と梁の接合構造。
4. The column-beam joint according to claim 2, wherein the insertion surface portion is bent and formed on a pair of vertical sides of the mounting surface, and the receiving means is a bottom plate or a flange formed on the lower side of both insertion surface portions. Construction.
【請求項5】 差し込み面部は取付面の一対の縦辺に曲
折形成され、受け手段は両差し込み面部の下方に架設さ
れた支持ピンである請求項2又は3に記載の柱と梁の接
合構造。
5. The column-beam joint structure according to claim 2 or 3, wherein the insertion surface portion is bent and formed on a pair of vertical sides of the mounting surface, and the receiving means is a support pin provided below both insertion surface portions. .
【請求項6】 梁端面は、柱側面の溝部に対応する部位
が突出形成され溝部に入り込むようになっている請求項
1〜5の何れか一項に記載の柱と梁の接合構造。
6. The column-beam joint structure according to claim 1, wherein a portion of the beam end face corresponding to the groove portion on the side surface of the column is formed to project into the groove portion.
JP4088995A 1995-02-28 1995-02-28 Joint structure for column and beam Granted JPH08232342A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4088995A JPH08232342A (en) 1995-02-28 1995-02-28 Joint structure for column and beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4088995A JPH08232342A (en) 1995-02-28 1995-02-28 Joint structure for column and beam

Publications (1)

Publication Number Publication Date
JPH08232342A true JPH08232342A (en) 1996-09-10

Family

ID=12593088

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4088995A Granted JPH08232342A (en) 1995-02-28 1995-02-28 Joint structure for column and beam

Country Status (1)

Country Link
JP (1) JPH08232342A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0941487A (en) * 1995-07-28 1997-02-10 Sekisui House Ltd Metallic joint for framework member in wooden house
JP2003227175A (en) * 2002-02-05 2003-08-15 S X L Corp Joining device of horizontal member
CN103741814A (en) * 2013-12-18 2014-04-23 安徽森泰塑木新材料有限公司 Novel connecting piece for integrated house column and beam
CN103821231A (en) * 2014-01-10 2014-05-28 胡彦泽 Mortise-tenon joint structure system for tenons at mortise-tenon joints in two perpendicular directions
CN110512732A (en) * 2019-09-04 2019-11-29 安徽宝业建工集团有限公司 Assembly concrete frame-shear wall architectural structure system
CN110512733A (en) * 2019-09-04 2019-11-29 安徽宝业建工集团有限公司 A kind of installation method of assembly concrete shear wall structure
CN112227540A (en) * 2020-10-23 2021-01-15 温州大学瓯江学院 Assembled building beam column node

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5932006B2 (en) * 1978-09-28 1984-08-06 Matsushima Kogyo Kk

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5932006B2 (en) * 1978-09-28 1984-08-06 Matsushima Kogyo Kk

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0941487A (en) * 1995-07-28 1997-02-10 Sekisui House Ltd Metallic joint for framework member in wooden house
JP2003227175A (en) * 2002-02-05 2003-08-15 S X L Corp Joining device of horizontal member
CN103741814A (en) * 2013-12-18 2014-04-23 安徽森泰塑木新材料有限公司 Novel connecting piece for integrated house column and beam
CN103821231A (en) * 2014-01-10 2014-05-28 胡彦泽 Mortise-tenon joint structure system for tenons at mortise-tenon joints in two perpendicular directions
CN110512732A (en) * 2019-09-04 2019-11-29 安徽宝业建工集团有限公司 Assembly concrete frame-shear wall architectural structure system
CN110512733A (en) * 2019-09-04 2019-11-29 安徽宝业建工集团有限公司 A kind of installation method of assembly concrete shear wall structure
CN110512732B (en) * 2019-09-04 2020-09-04 安徽宝业建工集团有限公司 Assembled concrete frame shear wall building structure system
CN112227540A (en) * 2020-10-23 2021-01-15 温州大学瓯江学院 Assembled building beam column node

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