JPS63241238A - Pillar/beam connection structure - Google Patents

Pillar/beam connection structure

Info

Publication number
JPS63241238A
JPS63241238A JP7516487A JP7516487A JPS63241238A JP S63241238 A JPS63241238 A JP S63241238A JP 7516487 A JP7516487 A JP 7516487A JP 7516487 A JP7516487 A JP 7516487A JP S63241238 A JPS63241238 A JP S63241238A
Authority
JP
Japan
Prior art keywords
column
back plate
hole
screw
fixing
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
JP7516487A
Other languages
Japanese (ja)
Other versions
JPH0651989B2 (en
Inventor
山田 長美
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP62075164A priority Critical patent/JPH0651989B2/en
Publication of JPS63241238A publication Critical patent/JPS63241238A/en
Publication of JPH0651989B2 publication Critical patent/JPH0651989B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [技術分野1 本発明は柱梁接合構造に関するものである。[Detailed description of the invention] [Technical field 1 The present invention relates to a column-beam joint structure.

[背景技術] 第11図、第12図は従来の柱梁接合構造を示しており
、この従来構造は断面が口型の鋼材からなる柱体1の外
側面に水平スチ7す−2を突島合わせ溶接し、更にこの
水平スチ7ナー2にH型鋼からなる梁間定金i4:3を
突き合わせ溶接により固定し、この梁間定含兵3に連結
板4を介してH型鋼からなる梁5を接合するものである
[Background Art] Figures 11 and 12 show a conventional column-beam joint structure, in which a horizontal steel 7-2 is protruded on the outer surface of a column 1 made of steel with a mouth-shaped cross section. The beams are welded together, and then the inter-beam fixing metal i4:3 made of H-type steel is fixed to this horizontal stiffener 2 by butt welding, and the beam 5 made of H-shaped steel is joined to this beam-to-beam fixing plate 3 via the connecting plate 4. It is something to do.

しかしながらこの従来構造では柱体1に対する水平スチ
7ナー2の溶接及び水平スチ7ナー2に対する梁間定金
兵3の溶接という加工が必要で、コストが高くなり、し
かも柱体1の側壁だけで荷重を支えることになり、柱体
1の負担が大きいという問題がある。その上施工現場へ
柱体1を輸送する場合予め梁固定金具3を固着した状態
であるため、輸送時の占有スペースが大きく輸送効率が
悪いという問題がある。
However, in this conventional structure, it is necessary to weld the horizontal stiffener 2 to the column 1 and the welding between the beams 3 to the horizontal stiffener 2, which increases the cost.Moreover, the load is carried only by the side wall of the column 1. There is a problem in that the burden on the column 1 is large. Furthermore, when transporting the column 1 to the construction site, the beam fixing fittings 3 are fixed in advance, which poses a problem in that the space occupied during transport is large and the transport efficiency is poor.

[発明の目的] 本発明は上述の問題点に鑑みて為されたもので、その目
的とするところは、加工が簡単でその工数も少なく、し
かも梁を剛接合することができ、更に柱体の輸送も容易
に且つ効率よく行える柱梁接介摺造を提供するにある。
[Objective of the Invention] The present invention has been made in view of the above-mentioned problems, and its objectives are to simplify processing, reduce the number of man-hours required, enable rigid connection of beams, and further improve the structure of columns. An object of the present invention is to provide a column-beam joint sliding structure that can be easily and efficiently transported.

[発明の開示1 本発明は裏板を中空状の柱体の内面に面接させて柱体内
に配設すると共に柱体に穿孔した挿通孔に対応した梁固
定金具取付ボルト螺合用螺子孔を上記裏板に形成し、梁
間定金艮に挿通させた梁間定金艮取付用ボルトを柱体の
挿通孔を介して上記螺子孔に螺入可能としたことを特徴
とし、輸送時にはボルトで裏板の仮固定ができ、しかも
裏板により柱体の補強して剛接合が可能なものである。
[Disclosure of the Invention 1 The present invention provides a back plate that is disposed inside the column so as to face the inner surface of the hollow column, and a screw hole for screwing the beam fixing bracket mounting bolt corresponding to the insertion hole drilled in the column is provided as described above. The feature is that a bolt for attaching the beam-to-beam fixing plate formed on the back plate and inserted through the beam-to-beam fixing plate can be screwed into the above-mentioned screw hole through the insertion hole in the column. It can be fixed, and the column can be reinforced with a backing plate for rigid connection.

以下本発明を実施例により説明するゆ 又m 第1図乃至第5図は本実施例を示しており、第1閏に示
すように断面口型鋼材からなる中空の柱体1内には四方
の側壁に対応するように鉄板からなる裏板6が夫々配設
されている。各裏板6は第2図に示すように、ヴ付き溶
接で裏板6の裏面にナツト8を固着し、そのナツト8の
螺子孔で梁固定金具取付ボルト螺会用螺子孔7を形成し
たもので、上下左右に貫設しであるナツト4個を1組と
し、裏板6一枚には上下2組のナツト8群を設け、各ナ
ツト8の螺子孔7の螺入口に対応させて穿孔しである裏
板6の孔の開口部を柱体1の側壁に開孔した挿通孔9に
対向させるように裏板6自体燈柱体1の内側壁面に面接
させている。
Hereinafter, the present invention will be explained with reference to examples. Figures 1 to 5 show this example, and as shown in the first leap, there is a hollow column 1 made of cross-sectional mouth-shaped steel material with four sides. A back plate 6 made of an iron plate is disposed to correspond to the side wall of each. As shown in FIG. 2, each back plate 6 has a nut 8 fixed to the back surface of the back plate 6 by groove welding, and the screw hole of the nut 8 forms a screw hole 7 for a beam fixing metal fitting bolt. One set consists of four nuts that are installed vertically and horizontally, and one back plate 6 is provided with eight groups of two nuts (upper and lower), corresponding to the screw entrances of the screw holes 7 of each nut 8. The back plate 6 itself is brought into contact with the inner wall surface of the lamp post body 1 so that the opening of the hole in the back plate 6, which is a perforated hole, is opposed to the insertion hole 9 formed in the side wall of the column body 1.

而して柱体1には取り付ける梁5の位置に対応して4枚
−組みの裏板6を所定間隔で第3図に示すように配設し
、施工現場に柱体1を輸送する際には夫々の裏板6の上
記梁間定金艮取付ボルト蝶合用螺子孔7に柱体1外部か
ら仮固定用のボルトを螺合させて裏板6を仮固定するの
である。
A set of four back plates 6 are arranged on the column 1 at predetermined intervals as shown in FIG. In this case, the back plate 6 is temporarily fixed by threading a temporary fixing bolt from outside the column 1 into the inter-beam fixing bolt attachment screw hole 7 of each back plate 6.

次に施工現場で梁5を固定するに当たっては、上述の仮
固定用ボルトを外して第4図に示す垂直片10aの中央
より横方向に横片10bを突出したT型鋼材よりなる梁
間定会具10を固定用ボルト11で固定するのである。
Next, when fixing the beams 5 at the construction site, remove the above-mentioned temporary fixing bolts and install a beam-to-beam fixture made of T-shaped steel with a horizontal piece 10b protruding laterally from the center of the vertical piece 10a as shown in FIG. The tool 10 is fixed with a fixing bolt 11.

ここで梁間定會艮10は垂直片10aの上下左右に夫々
ボルト紬挿通用の孔12を穿設し、また横片10bには
H型鋼材よりなる梁5と結合するための固定ボルト挿通
用孔13を穿孔しており、まず垂直片8aに穿孔した4
個の孔12に上述固定用ボルト11を挿通し、更に柱体
1の挿通孔9を介して柱体1内部の裏板6のナツト8の
螺子孔7に螺入させ締め付は固定する。このようにして
一枚の裏板6に対して上下2個の梁固定金具10を固定
する。
Here, the beam fixing member 10 has holes 12 for inserting bolts on the top, bottom, left and right sides of the vertical piece 10a, and the horizontal piece 10b has holes 12 for inserting fixing bolts for connecting to the beam 5 made of H-type steel. A hole 13 is drilled, and first a hole 4 is drilled in the vertical piece 8a.
The above-mentioned fixing bolt 11 is inserted into each hole 12, and further screwed into the screw hole 7 of the nut 8 of the back plate 6 inside the column 1 through the insertion hole 9 of the column 1, and tightened. In this way, two upper and lower beam fixing metal fittings 10 are fixed to one back plate 6.

ついで上下の梁間足金、fi、10の横片10b間に梁
5の端部を挿着してその上下の水平片5 a、 5 b
を横片10[)に当接し、横片101】の孔13に水平
片5at5bl:穿設した固定ボルト挿通用孔(図示せ
ず)を対応させ、固定ボルト14をこれら孔13及1固
定ボルト挿通用孔に挿通させてナツト15の締め付けに
より固定し、梁5を固定するのである。
Next, insert the end of the beam 5 between the horizontal pieces 10b of the upper and lower inter-beam footings, fi, 10, and connect the upper and lower horizontal pieces 5a, 5b.
is brought into contact with the horizontal piece 10[), and the holes 13 of the horizontal piece 101] are made to correspond to the fixing bolt insertion holes (not shown) drilled in the horizontal piece 5at5bl:, and the fixing bolts 14 are inserted into these holes 13 and 1 fixing bolts. The beam 5 is fixed by inserting it into the insertion hole and tightening the nut 15.

尚ナツト8に第6図(、)(b)に示すように金属製の
キャップ16を被せ且つ、キャップ16を裏板6に点付
き溶接して固着し、ナツト8の外れを図ってもよい。
Note that the nut 8 may be removed by covering the nut 8 with a metal cap 16 as shown in FIGS. .

又柱体1にボルト挿通孔17を穿孔するとともに鎖孔に
連通する螺子孔を裏板6中央に穿孔して柱体1外から挿
通した固定ボルトにより裏板6を柱体1に固定できるよ
うにしても良い。
Further, a bolt insertion hole 17 is drilled in the column 1, and a screw hole communicating with the chain hole is bored in the center of the back plate 6 so that the back plate 6 can be fixed to the column 1 with a fixing bolt inserted from outside the column 1. You can also do it.

ス11」よ 上記実施例1で1+・トクト8により梁固定金具取付ボ
ルト螺合用螺子孔7と形成していたが、裏板6に直接螺
子孔7を穿孔してもよく、第7図は本実施例の裏板6を
示し、第8図は同裏板6を柱体1内に配設した状態を示
す。
11'' In the above-mentioned Example 1, the screw hole 7 for screwing the beam fixing bracket mounting bolt was formed using 1+. The back plate 6 of this embodiment is shown, and FIG. 8 shows the back plate 6 disposed inside the column 1. As shown in FIG.

尺施且1 上記実施例2では予め裏板6に螺−r孔7を穿孔して柱
体1に取付ける構成であるが、本実施例では第9図(a
)(b)i:’=示す平板或いはL型折曲板からなる裏
板6を柱体1内に第10図に示すように配設して柱体1
に溶接固定し、その固定後柱体1外から柱体lと共に裏
板6に螺子孔7を穿孔り、−Cある。
Installation 1 In the above-mentioned Embodiment 2, the screw hole 7 is drilled in the back plate 6 in advance and it is attached to the column 1, but in this embodiment, the configuration shown in FIG.
) (b) i:' = A back plate 6 consisting of a flat plate or an L-shaped bent plate is disposed inside the column 1 as shown in FIG.
After fixing, screw holes 7 are bored in the back plate 6 along with the column 1 from outside the column 1, and -C is fixed.

ところで上記各実施例では柱体1に断面口型のものを使
用しているが、予め裏板6を配設した断面り型の鋼材を
組み合わせて断面口型の柱体1を形成してもよい。
Incidentally, in each of the above embodiments, the columnar body 1 is of a cross-sectional type, but it is also possible to form the columnar body 1 of a cross-sectional type by combining steel materials with a cross-sectional type on which the back plate 6 has been arranged in advance. good.

[発明の効果1 本発明は、裏板を中空状の柱体の内面に面接させて柱体
内に配設すると共に柱体に穿孔した挿通孔に対応した梁
間足金具取付ボルト螺合用螺子孔を上記I&板に形成し
、梁間足金へに挿通させた梁固定金具取付用ボルトを柱
体の挿通孔を介して上記螺子孔に螺入可能としたので、
柱体の輸送時には柱体外からボルトで裏板の仮固定が行
え、そのため果固定金具を外した状態で輸送ができるか
ら輸送時には柱体から突出するものは仮固定のボルトの
みとなって輸送時のスペースが小さくて済み、その為輸
送効率が向上して輸送コストを低減でき、更に梁間足金
艮をボルトで柱体へ固定ができるから、従来のような溶
接による固着が要らず、そのため加工工数も減って施工
費も低減できるという効果があり、しかも裏板により柱
体の補強が図れ剛接合ができるという効果がある。
[Effect of the Invention 1] The present invention provides a backing plate that is disposed inside the column so as to face the inner surface of the hollow column, and a screw hole for screwing the inter-beam foot fitting mounting bolt corresponding to the insertion hole drilled in the column. The bolt for mounting the beam fixing bracket formed on the I & plate and inserted into the inter-beam footing can be screwed into the screw hole through the insertion hole of the column.
When transporting the column, the back plate can be temporarily fixed with bolts from outside the column, so the back plate can be transported with the brackets removed, so the only thing that protrudes from the column during transportation is the temporary fixing bolt. It takes up less space, which improves transportation efficiency and reduces transportation costs.Furthermore, since the liangma ashikinai can be fixed to the column with bolts, there is no need for conventional welding, which makes processing easier. This has the effect of reducing man-hours and construction costs, and furthermore, the back plate strengthens the column and allows for a rigid connection.

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

第1図は本発明の実施例1の要部の一部省略せる斜視図
、第2図は同上の裏板の斜視図、第3図は同上の柱体全
体の縮小斜視図、第4図は同上の梁間足金兵の斜視図、
第5図は同上の東回定状態を示す一部省略した側面図、
第6図(a)(b)は同上の裏板の別の例の要部断面図
、一部省略せる拡大斜視図、第7図は本発明の実施例2
の裏板の斜視図、第8図は同上の要部の一部省略せる斜
視図、第9図(a)(b)は夫々本発明の実施例3の裏
板の斜視図、第10図は同上の要部の一部省略せる斜視
図、第11図は従来例の柱体の縮小斜視図、第12図は
同上の一部省略せる斜視図である。 1・・・柱体、6・・・裏板、7・・・梁固定金具取付
ボルト螺合用螺子孔、9・・・挿通孔である。 代理人 弁理士 石 1)長 七 第6H (0)          (b) 第7図 第8v!4
FIG. 1 is a perspective view of a main part of Embodiment 1 of the present invention with some parts omitted, FIG. 2 is a perspective view of the back plate of the above, FIG. 3 is a reduced perspective view of the entire pillar body of the above, and FIG. is a perspective view of the Hasama Ashikinhei above,
Figure 5 is a partially omitted side view showing the same eastward position as above;
6(a) and 6(b) are sectional views of essential parts of another example of the same back plate as above, and an enlarged perspective view with some parts omitted; FIG. 7 is a second embodiment of the present invention.
FIG. 8 is a perspective view of the same essential parts partially omitted; FIGS. 9(a) and 9(b) are perspective views of the back plate of Example 3 of the present invention, and FIG. 10 is a perspective view of the back plate of Embodiment 3 of the present invention. 11 is a reduced perspective view of a conventional pillar body, and FIG. 12 is a perspective view of the same as above with some of the main parts omitted. DESCRIPTION OF SYMBOLS 1... Column body, 6... Back plate, 7... Screw hole for threading the beam fixing fitting mounting bolt, 9... Insertion hole. Agent Patent Attorney Stone 1) Chief 7th 6H (0) (b) Figure 7 8v! 4

Claims (3)

【特許請求の範囲】[Claims] (1)裏板を中空状の柱体の内面に面接させて柱体内に
配設すると共に柱体に穿孔した挿通孔に対応した梁固定
金具取付ボルト螺合用螺子孔を上記裏板に形成し、梁固
定金具に挿通させた梁固定金具取付用ボルトを柱体の挿
通孔を介して上記螺子孔に螺入可能としたことを特徴と
する柱梁接合構造。
(1) A back plate is disposed inside the column so as to face the inner surface of the hollow column, and screw holes for screwing beam fixing bracket mounting bolts corresponding to the insertion holes drilled in the column are formed in the back plate. A beam-column joint structure characterized in that a bolt for attaching a beam-fixing bracket inserted through the beam-fixing bracket can be screwed into the screw hole through the insertion hole of the column body.
(2)上記裏板の梁固定金具取付ボルト螺合用螺子孔を
裏板に穿孔した孔に螺入口を対向させて裏板裏面に固定
したナットの螺子孔で構成したことを特徴とする特許請
求の範囲第1項記載の柱梁接合構造。
(2) A patent claim characterized in that the screw hole for screwing the beam fixing metal fitting bolt of the back plate is formed by a screw hole of a nut fixed to the back surface of the back plate with the screw entrance facing the hole drilled in the back plate. Column-beam joint structure according to item 1.
(3)上記上記裏板の梁固定金具取付ボルト螺合用螺子
孔を裏板に直接穿孔した螺子孔で構成したことを特徴と
する特許請求の範囲第1項記載の柱梁接合構造。
(3) The beam-to-column joint structure according to claim 1, wherein the screw holes for screwing together the beam fixing metal fitting bolts in the back plate are screw holes drilled directly in the back plate.
JP62075164A 1987-03-27 1987-03-27 Beam-column joint structure Expired - Lifetime JPH0651989B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62075164A JPH0651989B2 (en) 1987-03-27 1987-03-27 Beam-column joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62075164A JPH0651989B2 (en) 1987-03-27 1987-03-27 Beam-column joint structure

Publications (2)

Publication Number Publication Date
JPS63241238A true JPS63241238A (en) 1988-10-06
JPH0651989B2 JPH0651989B2 (en) 1994-07-06

Family

ID=13568289

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62075164A Expired - Lifetime JPH0651989B2 (en) 1987-03-27 1987-03-27 Beam-column joint structure

Country Status (1)

Country Link
JP (1) JPH0651989B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02256737A (en) * 1989-03-29 1990-10-17 Natl House Ind Co Ltd Joint structure for column and beam
JPH02256738A (en) * 1989-03-29 1990-10-17 Natl House Ind Co Ltd Connection of column
JP2020041370A (en) * 2018-09-13 2020-03-19 Ykk Ap株式会社 Column-beam joint structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5598546A (en) * 1979-01-17 1980-07-26 Hitachi Metals Ltd Method of joining pillar and beam

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5598546A (en) * 1979-01-17 1980-07-26 Hitachi Metals Ltd Method of joining pillar and beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02256737A (en) * 1989-03-29 1990-10-17 Natl House Ind Co Ltd Joint structure for column and beam
JPH02256738A (en) * 1989-03-29 1990-10-17 Natl House Ind Co Ltd Connection of column
JP2020041370A (en) * 2018-09-13 2020-03-19 Ykk Ap株式会社 Column-beam joint structure

Also Published As

Publication number Publication date
JPH0651989B2 (en) 1994-07-06

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