JPH0516906U - Beam sloped joint structure - Google Patents
Beam sloped joint structureInfo
- Publication number
- JPH0516906U JPH0516906U JP9233891U JP9233891U JPH0516906U JP H0516906 U JPH0516906 U JP H0516906U JP 9233891 U JP9233891 U JP 9233891U JP 9233891 U JP9233891 U JP 9233891U JP H0516906 U JPH0516906 U JP H0516906U
- Authority
- JP
- Japan
- Prior art keywords
- joint structure
- bolt hole
- bolt
- present
- row
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】 （修正有）
【目的】本考案は梁の端部のボルト孔列を傾斜させる必
要のない梁の勾配付接合構造の提供を目的とする。
【構成】本考案の梁２の勾配付接合構造は接合材３のボ
ルト孔列３ａが傾斜しているため梁２のボルト孔列２ａ
は傾斜させる必要がなく梁２の孔明作業が単純化するこ
とを特徴とする。
(57) [Summary] (Modified) [Objective] The present invention aims to provide a graded joint structure for a beam that does not need to incline the bolt hole row at the end of the beam. [Structure] In the joint structure with slope of the beam 2 of the present invention, since the bolt hole row 3a of the joining material 3 is inclined, the bolt hole row 2a of the beam 2 is formed.
Is characterized in that it is not necessary to incline it and the drilling work of the beam 2 is simplified.
Description
【０００１】[0001]
本考案は梁を勾配を有して柱に接合する梁の勾配付接合構造に関するものである 。 The present invention relates to a beam-graded joint structure for joining a beam to a column with a slope.
【０００２】[0002]
従来において梁を勾配を有して柱に接合するには図２に示す様に梁の端部のボル ト孔列を傾斜して設けて勾配に対応させていた。 しかしこの方法では梁の孔明作業が複雑化し生産効率の低下及び誤作の原因とな っていた。 In the past, in order to join a beam to a column with a slope, as shown in Fig. 2, a row of bolt holes at the end of the beam was provided at an angle to accommodate the slope. However, this method complicates the drilling work of the beam, resulting in a decrease in production efficiency and a malfunction.
【０００３】[0003]
本考案は以上の従来の課題を解決し梁の端部のボルト孔列を傾斜させる必要のな い梁の勾配付接合構造の提供を目的とする。 An object of the present invention is to solve the above conventional problems and to provide a graded joint structure for a beam that does not require tilting of the bolt hole row at the end of the beam.
【０００４】[0004]
本考案は以上の目的達成のために 柱にボルトで接合される接合材と、該接合材の端部に所定の傾斜を有して設けら れたボルト孔列と、該ボルト孔列においてボルトで接合される梁とからなる梁の 勾配付接合構造 を提案するものである。 In order to achieve the above object, the present invention provides a joining material that is joined to a pillar with a bolt, a row of bolt holes provided at an end of the joining material with a predetermined inclination, and a bolt in the row of bolt holes. We propose a graded joint structure of beams, which is composed of beams to be joined in.
【０００５】[0005]
以下本考案の梁の勾配付接合構造を図面に示す実施例に従い説明する。 図１は本考案の構造を示し、該構造は柱（１）に現場においてボルトで接合され る接合材（３）を有する。 A beam-graded joint structure of the present invention will be described below with reference to an embodiment shown in the drawings. FIG. 1 shows the structure of the present invention, which has a pillar (1) with a joint material (3) which is bolted in situ.
【０００６】 該接合材（３）は図示の実施例ではアングル状であり柱（１）のウエブにボルト で接合される。 接合材（３）の端部には所定の傾斜を有してボルト孔（３ａ）列が設けられる。The joining material (3) is angle-shaped in the illustrated embodiment and is joined to the web of the column (1) with bolts. A row of bolt holes (3a) is provided at an end of the joining material (3) with a predetermined inclination.
【０００７】 一方梁（２）の端部には傾斜することなくボルト孔（２ａ）列が設けられている 。 梁（２）はそのボルト孔（２ａ）列においてボルトにより接合材（３）のボルト 孔（３ａ）列に接合されることになる。On the other hand, the end of the beam (2) is provided with a row of bolt holes (2a) without inclination. The beam (2) is joined to the bolt hole (3a) row of the joining material (3) by a bolt in the bolt hole (2a) row.
【０００８】 接合材（３）のボルト孔（３ａ）列が傾斜しているため梁（２）は柱（１）に勾 配を有して接合されることになる。 又接合材（３）は同一のものを左右両方に適用することが出来る。Since the bolt hole (3a) row of the joining material (3) is inclined, the beam (2) is joined to the pillar (1) with a gradient. The same bonding material (3) can be applied to both the left and right.
【０００９】[0009]
本考案の梁の勾配付接合構造の実施例は以上の通りでありその効果を次に列記す る。 （１）本考案の構造は特に接合材のボルト孔列が傾斜しているため梁のボルト孔 列は傾斜させる必要がなく梁の孔明作業が単純化する。 （２）本考案の構造は特に接合材は同一のもので左右両方に適用出来るため管理 が容易である。 The embodiments of the beam-graded joint structure of the present invention are as described above, and the effects thereof are listed below. (1) In the structure of the present invention, since the bolt hole row of the joining material is inclined, it is not necessary to incline the bolt hole row of the beam, and the drilling work of the beam is simplified. (2) The structure of the present invention is particularly the same as the joining material and can be applied to both the left and right sides, so management is easy.
【図１】本考案の梁の勾配付接合構造の正面図FIG. 1 is a front view of a beam-graded joint structure of the present invention.
【図２】従来の梁の勾配付接合構造の正面図FIG. 2 is a front view of a conventional beam-graded joint structure.
１ 柱 ２ 梁 ２ａ ボルト孔 ３ 接合材 ３ａ ボルト孔 1 Pillar 2 Beam 2a Bolt hole 3 Bonding material 3a Bolt hole
Claims (1)
材の端部に所定の傾斜を有して設けられたボルト孔列
と、該ボルト孔列においてボルトで接合される梁とから
なる梁の勾配付接合構造1. A joining material joined to a pillar with a bolt, a bolt hole row provided at an end of the joining material with a predetermined inclination, and a beam joined with a bolt in the bolt hole row. Structure with slanted beams
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9233891U JPH0516906U (en) | 1991-08-22 | 1991-08-22 | Beam sloped joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9233891U JPH0516906U (en) | 1991-08-22 | 1991-08-22 | Beam sloped joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0516906U true JPH0516906U (en) | 1993-03-02 |
Family
ID=14051613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9233891U Pending JPH0516906U (en) | 1991-08-22 | 1991-08-22 | Beam sloped joint structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0516906U (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5275820A (en) * | 1975-12-22 | 1977-06-25 | Nippon Steel Corp | Connection structure of structure portion material |
| JPS5434252A (en) * | 1977-08-23 | 1979-03-13 | Olympus Optical Co Ltd | Microscope objective lens |
| JPS6353402B2 (en) * | 1981-07-01 | 1988-10-24 | Fuji Seimitsu Mfg Co Ltd |
-
1991
- 1991-08-22 JP JP9233891U patent/JPH0516906U/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5275820A (en) * | 1975-12-22 | 1977-06-25 | Nippon Steel Corp | Connection structure of structure portion material |
| JPS5434252A (en) * | 1977-08-23 | 1979-03-13 | Olympus Optical Co Ltd | Microscope objective lens |
| JPS6353402B2 (en) * | 1981-07-01 | 1988-10-24 | Fuji Seimitsu Mfg Co Ltd |
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