JPH0656033B2 - 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
JPH0656033B2
JPH0656033B2 JP10293888A JP10293888A JPH0656033B2 JP H0656033 B2 JPH0656033 B2 JP H0656033B2 JP 10293888 A JP10293888 A JP 10293888A JP 10293888 A JP10293888 A JP 10293888A JP H0656033 B2 JPH0656033 B2 JP H0656033B2
Authority
JP
Japan
Prior art keywords
laminated wood
steel column
joining
column
joint
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
JP10293888A
Other languages
Japanese (ja)
Other versions
JPH01275820A (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 JP10293888A priority Critical patent/JPH0656033B2/en
Publication of JPH01275820A publication Critical patent/JPH01275820A/en
Publication of JPH0656033B2 publication Critical patent/JPH0656033B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、角形鋼管柱と鉄骨梁といった閉鎖型
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。
Description: TECHNICAL FIELD The present invention relates to a joint structure of a column having a closed cross section such as a rectangular steel tube column and a steel beam, 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、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 an iron frame material such as an H-shaped steel or a rectangular steel pipe. Conventionally, most of this type of joining has been performed using joining hardware with various shapes. ing.

〔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と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 item, but when the closed section material such as the rectangular steel pipe is used, the attachment of the joining item to the column and the joining item It is not easy to join the column and the beam because the joining of the beam 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柱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 perform the joining of a steel column having a closed cross section and a beam made of laminated wood very easily and surely and firmly. An object of the present invention is to provide a joint structure between a steel column having a closed cross section and a steel 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
孔を穿設し、集成材からなる梁の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すると共
に当該接合孔に外周に雄ねじ部を、内周にねじ孔を有す
る筒体を挿入し、その先端部を前記アンカーナットに螺
合し、当該筒体のねじ孔に羽子板ボルトの雄ねじ部を螺
合し、且つ前記羽子板ボルト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することにより
柱と梁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 between 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. A slit is formed at the end of a beam made of laminated wood, an anchor nut is installed on the back side of the joint hole, and a male screw portion is formed on the outer periphery of the joint hole and a cylindrical body having a screw hole on the inner periphery is formed. Insert, screw the tip portion into the anchor nut, screw the male thread portion of the battledore bolt into the screw hole of the cylinder, and insert the flange portion of the battledore bolt into the slit of the beam end while The above object is achieved by joining the column and the beam by bolting the flange portion and the beam end portion with a plurality of joining bolts.

〔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は羽子板ボルトである。
1 and 2, reference numeral 1 is a steel column having a circular closed cross section (hereinafter referred to as a pillar), number 2 is a wooden beam (hereinafter referred to as a beam), and number 3 is a battledore bolt. .

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
有り、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 joint 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の端部には横方向に連続するスリッ
ト9が上下方向に一定間隔置きに形成されている。
The beam 2 is formed by stacking a plurality of thin plates of about 2.5 to 5 cm while vertically adhering with a bonding material, and at the end of the beam 2, a slit 9 continuous in the lateral direction is vertically formed. It is formed at regular intervals in the direction.

羽子板ボルト3の先端側部分は雄ねじ部10として形成
され、後端側部分は横に偏平なフランジ部11として形
成されている。
A front end side portion of the battledore bolt 3 is formed as a male screw portion 10, and a rear end side portion thereof is formed as a laterally flat flange portion 11.

そして、羽子板ボルト3は雄ねじ部10を筒体6のねじ
孔8に螺合することにより柱1の仕口部に突設されてい
る。
Then, the battledore plate bolt 3 is projectingly provided on the joint portion of the column 1 by screwing the male screw portion 10 into the screw hole 8 of the cylindrical body 6.

又、梁2端部は羽子板ボルト3のフランジ部11を梁2
端部のスリット9に奥深く挿入すると共にフランジ部1
1に穿設された接合孔とこれに対応して穿設された梁2
端部の接合孔を貫通する複数本の接合ボルト12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。
In addition, the end portion of the beam 2 is formed by connecting the flange portion 11 of the battledore bolt 3 to the beam 2.
It is inserted deeply into the slit 9 at the end and the flange 1
1 and a beam 2 correspondingly formed therewith
It is joined to the pillar 1 by bolting with a plurality of joining bolts 12 penetrating the joining holes at the ends.

尚、羽子板ボルト3及び接合ボルト12の径及び本数は
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 diameters and the numbers of the battledore bolts 3 and the joining bolts 12 are appropriately changed depending on the sectional size of the beam 2 to be joined.

第4図及び第5図はこの発明の他の実施例を示したもの
で、羽子板ボルト3を柱1の仕口部にフランジ部11を
鉛直向きに取りつけると共に梁2端部にスリット9を縦
長に形成し、前記梁2端部をスリット9に奥深く挿入す
ると共に梁2端部とフランジ部11とをボルト止めする
構成としたものである。
4 and 5 show another embodiment of the present invention, in which the battledore bolts 3 are vertically attached to the joints of the pillars 1 and the slits 9 are vertically elongated at the ends of the beams 2. The end of the beam 2 is inserted deeply into the slit 9 and the end of the beam 2 and the flange 11 are bolted together.

尚、図中番号13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 13 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.

接合金物に羽子板ボルトを使用し、当該羽子板ボルト
は雄ねじ部を柱の仕口部に取り付けられた筒体のねじ孔
に螺合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羽子板ボルトのフランジ部
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。
A battledore bolt can be used as the joining hardware, and the battledore bolt can be projected on the pillar joint by screwing the male screw part into the screw hole of the cylinder attached to the pillar joint. Since the beam end made of the material can be joined by inserting the flange portion of the battledore bolt into the slit formed in the beam end portion and bolting the beam end portion and the flange portion together, the column and the beam can be joined. It is extremely easy and reliable to join.

【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
於ける要部詳細図、第4図及び第5図はこの発明の他の
実施例を示したもので、第4図は柱と梁との接合状態を
示す柱仕口部の横断面図、第5図はその縦断面図ある。 1……柱、2……梁、3……羽子板ボルト、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……雄ねじ
部、11……フランジ部、12……接合ボルト、13…
…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. A longitudinal sectional view thereof, FIG. 3 is a detailed view of essential parts in FIG. 1, and FIGS. 4 and 5 show another embodiment of the present invention. FIG. 4 shows a column and a beam. FIG. 5 is a horizontal cross-sectional view of the column connection portion showing the joined state, and FIG. 1 ... Pillar, 2 ... Beam, 3 ... Battle plate bolt, 4 ... Joining hole, 5 ... Anchor nut, 6 ... Cylindrical body, 7 ... Male screw part, 8 ... Screw hole, 9 ... Slit 10 ... Male screw part, 11 ... Flange part, 12 ... Joining bolt, 13 ...
… 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、集成材からなる梁の端部にス
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、前記筒
体のねじ孔に羽子板ボルトの雄ねじ部が螺合してあり、
且つ前記羽子板ボルト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 in a side portion of a steel column joint portion having a closed cross section, and a slit is formed in an end portion of a beam made of laminated wood. An anchor nut is installed on the back side, and a male screw part is provided on the outer periphery of the joining hole.
A tubular body having a screw hole in the inner periphery is inserted and the tubular body tip portion is screwed into the anchor nut, and a male thread portion of the battledore bolt is screwed into the screw hole of the tubular body,
Further, the flange portion of the battledore plate bolt is inserted into the slit of the beam end portion, and the flange portion and the beam end portion are bolted by a plurality of joining bolts, and the steel column having a closed cross section is characterized. And a structure made of laminated wood and a beam.
JP10293888A 1988-04-26 1988-04-26 Joint structure of steel column with closed section and beam made of laminated wood Expired - Fee Related JPH0656033B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10293888A JPH0656033B2 (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
JP10293888A JPH0656033B2 (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
JPH01275820A JPH01275820A (en) 1989-11-06
JPH0656033B2 true JPH0656033B2 (en) 1994-07-27

Family

ID=14340776

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10293888A Expired - Fee Related JPH0656033B2 (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) JPH0656033B2 (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
JPH01275820A (en) 1989-11-06

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