JPH0656032B2 - Joint structure of steel column with closed section and beam made of laminated wood - Google Patents

Joint structure of steel column with closed section and beam made of laminated wood

Info

Publication number
JPH0656032B2
JPH0656032B2 JP10293788A JP10293788A JPH0656032B2 JP H0656032 B2 JPH0656032 B2 JP H0656032B2 JP 10293788 A JP10293788 A JP 10293788A JP 10293788 A JP10293788 A JP 10293788A JP H0656032 B2 JPH0656032 B2 JP H0656032B2
Authority
JP
Japan
Prior art keywords
joint
laminated wood
column
steel column
steel
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.)
Expired - Fee Related
Application number
JP10293788A
Other languages
Japanese (ja)
Other versions
JPH01275819A (en
Inventor
英二 松下
祐喜雄 岩田
彦次郎 木島
浩 小川
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP10293788A priority Critical patent/JPH0656032B2/en
Publication of JPH01275819A publication Critical patent/JPH01275819A/en
Publication of JPH0656032B2 publication Critical patent/JPH0656032B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は例えば、角形鋼管柱等の閉鎖型断面柱と集成
材からなる梁との接合構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to, for example, a joint structure of a column having a closed cross section such as a square steel tube column and a beam made of laminated wood.

〔従来の技術〕[Conventional technology]

最近では、薄い木製板を複数枚接着材で接着しつつ積層
することにより形成される集成材が欠陥がなく均一な材
であることから建築物の構造材としても広く使用されて
いる。
Recently, an laminated material formed by laminating a plurality of thin wooden boards while adhering the same with an adhesive material is a uniform material with no defects, and is therefore widely used as a structural material for buildings.

この種の構造材の使用に際しては、H形鋼や角形鋼管等
の鉄骨材との併用も当然考えられるが、従来この種の接
合の多くは、様々な形状をした接合金物を使用しておこ
なわれている。
When using this type of structural material, it is naturally conceivable to use it together with steel frame materials such as H-shaped steel and square steel pipes, but heretofore most of this type of joining has been performed using joining hardware with various shapes. Has been.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかしながら、柱にH形鋼を使用した場合は接合金物を
使用して柱と梁を比較的容易に接合できるが角形鋼管等
の閉鎖形断面材を使用する場合、接合金物の柱への取付
け及び接合金物と梁端部との接合がなかな面倒な為、柱
と梁との接合が容易でない。
However, when the H-section steel is used for the column, the column and the beam can be relatively easily joined by using the joining metal object. However, when the closed section member such as the rectangular steel pipe is used, the attachment of the joining metal item to the column and the It is not easy to join the pillar and the beam because the joining of the joining metal and the end of the beam is very troublesome.

この発明はこのような前記従来の問題点を解決するため
の提案されたもので、閉鎖形断面の鉄骨柱と集成材から
なる梁との接合を極めて簡単に、且つ確実強固に行うこ
とができる閉鎖形断面の鉄骨材と集成材から成る鉄骨梁
との接合構造を提供することを目的とするものである。
The present invention has been proposed to solve the above-mentioned conventional problems, and it is possible to firmly and firmly join a steel column having a closed cross section and a beam made of laminated wood to each other. An object of the present invention is to provide a joint structure between a steel frame member having a closed cross section and a steel frame beam made of laminated wood.

〔問題点を解決する為の手段〕[Means for solving problems]

この発明は角形鋼管や円形鋼管等といった閉鎖形断面の
鉄骨柱と集成材から成る鉄骨梁との接合構造に関するも
ので、閉鎖形断面の鉄骨柱仕口部の側部に複数個の接合
孔が穿設し、集成材からなる梁端部にスリットを形成
し、前記接合孔の裏側にアンカーナットを設置し、前記
接合孔に外周に雄ねじ部を、内周にねじ孔を有する筒体
を挿入すると共に当該筒体先端部を前記アンカーナット
に螺合し、前記鉄骨柱の仕口部にT形梁接合金物を前記
筒体のねじ孔に螺合される複数本の接合ボルトによって
突設し、当該T形梁接合金物のフランジ部を梁端部の前
記スリットに挿入すると共に当該フランジ部と梁端部を
複数本の接合ボルトによってボルト止めして柱と梁とを
接合することにより前記目的を達成するものである。
The present invention relates to a joint structure of a steel column having a closed cross section such as a square steel pipe or a circular steel pipe and a steel beam made of laminated wood, in which a plurality of joint holes are formed on the side of the steel column joint of the closed cross section. A slit is formed at the end of the beam made of laminated wood, an anchor nut is installed on the back side of the joint hole, and a male body is inserted in the outer periphery of the joint hole and a cylinder body with a screw hole in the inner periphery is inserted. At the same time, the tip of the cylinder is screwed into the anchor nut, and the T-shaped beam joint metal is projected from the joint of the steel column by a plurality of joint bolts screwed into the screw holes of the cylinder. By inserting the flange portion of the T-shaped beam joint metal fitting into the slit of the beam end portion and bolting the flange portion and the beam end portion with a plurality of joint bolts to join the column and the beam Is achieved.

〔実施例〕〔Example〕

以下、この発明を図示する一実施例によって説明する。 The present invention will be described below with reference to an embodiment shown in the drawings.

第1図及び第2図に於いて、番号1は円形閉鎖形断面の
鉄骨柱(以下柱と言う。)、番号2は木製の梁(以下梁
と言う。)、番号3はT形梁接合金物である。
In FIGS. 1 and 2, reference numeral 1 is a circular closed-section steel frame column (hereinafter referred to as a pillar), number 2 is a wooden beam (hereinafter referred to as a beam), and number 3 is a T-beam connection. It is a hardware.

柱1の仕口部の側面部に複数個の接合孔4,…が上下方
向に一定間隔置きに穿設され、この接合孔4,…の内側
に複数個のアンカーナット5,…が取り付けられてい
る。
A plurality of joint holes 4, ... Are bored at regular intervals in the vertical direction on the side surface of the joint portion of the pillar 1, and a plurality of anchor nuts 5 ,. ing.

接合孔4は工場等で鉄骨加工の際予め穿設されるもので
あり、又アンカーナット5も工場等で鉄骨加工の際予め
溶接等によって取りつけておかれるものである。
The joining hole 4 is preliminarily drilled in a factory or the like when processing a steel frame, and the anchor nut 5 is also attached by welding or the like in advance when a steel frame is processed in a factory or the like.

接合孔4には筒体6がそれぞれ挿入されている。A cylindrical body 6 is inserted into each of the joint holes 4.

当該筒体6の外周には雄ねじ部7が、筒体6の内周には
ねじ孔8がそれぞれ形成れている。
A male screw portion 7 is formed on the outer circumference of the cylinder body 6, and a screw hole 8 is formed on the inner circumference of the cylinder body 6.

又、梁2は2.5〜5センチ程度の薄い板を複数枚上下方
向に接着材によって接着しつつ積層することにより形成
され、且つ当該梁2の端部には上下方向に連続するスリ
ット9が形成されている。
Further, the beam 2 is formed by laminating a plurality of thin plates of about 2.5 to 5 cm while vertically adhering with an adhesive, and at the end of the beam 2, a slit 9 continuous in the vertical direction is formed. Has been done.

T形梁接合金物3は固定フランジ部10と梁接合フラン
ジ部11とからT字形状に形成され、且つ固定フランジ
部10及び梁接合フランジ部11に複数個の接合孔(図
省略)が穿設されている。
The T-shaped beam joint hardware 3 is formed in a T shape from the fixed flange portion 10 and the beam joint flange portion 11, and a plurality of joint holes (not shown) are formed in the fixed flange portion 10 and the beam joint flange portion 11. Has been done.

そして、T形梁接合金物3は柱1の仕口部に固定フラン
ジ部10を付き付けると共に固定フランジ部10の接合
孔より筒体6のねじ孔8に高力接合ボルト12を螺合す
ることにより固定されている。
In the T-shaped beam joint metal 3, the fixing flange portion 10 is attached to the joint portion of the pillar 1, and the high-strength joint bolt 12 is screwed into the screw hole 8 of the tubular body 6 from the joint hole of the fixing flange portion 10. It is fixed by.

又、梁2端部はT形梁接合金物3の梁接合フランジ部1
1を梁2端部のスリット9に奥深く挿入すると共に梁接
合フランジ部11及び梁2端部の接合孔を貫通する複数
本の接合ボルト13によってボルト止めすることにより
柱1に接合されている。
Further, the ends of the beam 2 are the beam-joint flange portion 1 of the T-shaped beam-joint metal fitting 3.
1 is inserted deeply into the slit 9 at the end of the beam 2 and is bolted with a plurality of joining bolts 13 penetrating the beam joining flange 11 and the joining hole at the end of the beam 2 to join the column 1.

尚、高力接合ボルトの径,本数、T形梁接合金物3の高
さ及び厚みは接合される梁2の断面サイズによって適宜
変更されるものである。
The diameter and number of high-strength joint bolts, and the height and thickness of the T-shaped beam joint metal 3 are appropriately changed depending on the cross-sectional size of the beam 2 to be jointed.

尚、図中番号14は仕口部を補強する目的で取付られた
補強プレートである。
Reference numeral 14 in the drawing is a reinforcing plate attached for the purpose of reinforcing the joint portion.

〔発明の効果〕〔The invention's effect〕

この発明は以上の構成から成るので、以下の効果を有す
る。
Since the present invention is configured as described above, it has the following effects.

接合金物にT形梁接合金物を使用し、当該T形梁接合
金物は固定フランジ部を柱の仕口部に取り付けられた筒
体のねじ孔に螺合される高力接合ボルトでボルト止めす
ることにより柱仕口部に突設することができ、また集成
材からなる梁端部はT形梁接合金物の梁接合フランジ部
を梁端部に形成されたスリットに挿入すると共に梁端部
とはり接合フランジ部とをボルト止めすることにより接
合することができる為、柱と梁とを極めて簡単且つ確実
に接合することが出来る。
The T-shaped beam jointed metal is used as the jointed metal, and the T-shaped beam jointed metal is bolted with a high-strength joint bolt that is screwed into the fixing flange portion of the cylindrical body attached to the joint of the column. By doing so, it is possible to project on the column connection part, and the beam end made of laminated wood can be inserted into the slit formed at the beam end part of the beam joint flange part of the T-shaped beam joint metal and Since the beam joining flange portion can be joined by bolting, the column and the beam can be joined very easily and reliably.

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

第1図、第2図及び第3図はこの発明の一実施例を示し
たもので、第1図は柱と梁との接合状態を示す柱仕口部
の横断面図、第2図はその縦断面図、第3図は第1図に
於ける要部詳細断面図である。 1……柱、2……梁、3……T形梁接合金物、4……接
合孔、5……アンカーナット、6……筒体、7……雄ね
じ部、8……ねじ孔、9……スリット、10……固定フ
ランジ部、11……梁接合フランジ部、12……高力接
合ボルト、13……接合プレート、14……補強プレー
ト。
FIGS. 1, 2 and 3 show an embodiment of the present invention. FIG. 1 is a cross-sectional view of a column joint portion showing a state where columns and beams are joined, and FIG. The vertical sectional view and FIG. 3 are detailed sectional views of the main parts in FIG. 1 ... Pillar, 2 ... Beam, 3 ... T-shaped beam joining metal, 4 ... Joining hole, 5 ... Anchor nut, 6 ... Cylinder, 7 ... Male screw part, 8 ... Screw hole, 9 ...... Slit, 10 ...... fixed flange part, 11 ...... beam joint flange part, 12 ...... high strength joint bolt, 13 ...... joint plate, 14 ...... reinforcement plate.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】閉鎖形断面の鉄骨柱仕口部の側部に複数個
の接合孔が穿設してあり、集成材からなる梁端部にスリ
ットが形成してあり、前記接合孔の裏側にアンカーナッ
トが設置してあり、前記接合孔に外周に雄ねじ部を、内
周にねじ孔を有する筒体が挿入してあると共に当該筒体
先端部が前記アンカーナットに螺合してあり、前記鉄骨
柱の仕口部にT形梁接合金物が前記筒体のねじ孔に螺合
される複数本の接合ボルトによって突設してあり、当該
T形梁接合金物のフランジ部が梁端部の前記スリットに
挿入してあると共に当該フランジ部と梁端部が複数本の
接合ボルトによってボルト止めしてあることを特徴とす
る閉鎖形断面の鉄骨柱と集成材からなる梁との接合構
造。
1. A plurality of joint holes are formed on the side of a steel column joint portion having a closed cross section, and a slit is formed at the end of a beam made of laminated wood. Anchor nut is installed in, the male threaded portion on the outer periphery in the joint hole, the tubular body having a threaded hole on the inner periphery is inserted and the tubular body tip portion is screwed into the anchor nut, A T-shaped beam joint metal fitting is projectingly provided on a joint portion of the steel frame column by a plurality of joint bolts screwed into screw holes of the cylindrical body, and a flange portion of the T-shaped beam joint metal fitting is a beam end portion. The joint structure between a steel column having a closed cross section and a beam made of laminated wood, which is inserted into the slit and the flange portion and the beam end portion are bolted by a plurality of joint bolts.
JP10293788A 1988-04-26 1988-04-26 Joint structure of steel column with closed section and beam made of laminated wood Expired - Fee Related JPH0656032B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10293788A JPH0656032B2 (en) 1988-04-26 1988-04-26 Joint structure of steel column with closed section and beam made of laminated wood

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10293788A JPH0656032B2 (en) 1988-04-26 1988-04-26 Joint structure of steel column with closed section and beam made of laminated wood

Publications (2)

Publication Number Publication Date
JPH01275819A JPH01275819A (en) 1989-11-06
JPH0656032B2 true JPH0656032B2 (en) 1994-07-27

Family

ID=14340749

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10293788A Expired - Fee Related JPH0656032B2 (en) 1988-04-26 1988-04-26 Joint structure of steel column with closed section and beam made of laminated wood

Country Status (1)

Country Link
JP (1) JPH0656032B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2252142B (en) * 1990-12-12 1994-11-09 Kajima Corp Junction structure between a steel beam and a column

Also Published As

Publication number Publication date
JPH01275819A (en) 1989-11-06

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