JPH0219444Y2 - - Google Patents
Info
- Publication number
- JPH0219444Y2 JPH0219444Y2 JP1983192755U JP19275583U JPH0219444Y2 JP H0219444 Y2 JPH0219444 Y2 JP H0219444Y2 JP 1983192755 U JP1983192755 U JP 1983192755U JP 19275583 U JP19275583 U JP 19275583U JP H0219444 Y2 JPH0219444 Y2 JP H0219444Y2
- Authority
- JP
- Japan
- Prior art keywords
- main body
- plate
- back plate
- screw holes
- column
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
本考案は柱と梁を接合する柱梁接合金具に関す
るものであり、接合作業の容易な柱梁接合金具の
提供を目的とする。[Detailed Description of the Invention] The present invention relates to a beam-to-column joint fitting for joining a column and a beam, and aims to provide a beam-to-column joining fitting that facilitates joining work.
以下本考案の柱梁接合金具(以下本考案の接合
金具という)を図面に示す実施例に従い説明す
る。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The column-beam joint fitting of the present invention (hereinafter referred to as the joint fitting of the present invention) will be described below with reference to embodiments shown in the drawings.
第1図乃至第4図は本考案の接合金具を示し、
該接合金具1は角形鋼管等断面略ロ字状管材の1
つのコーナー部を切取つて作られた上下所定長さ
の本体4を有する。 Figures 1 to 4 show the joint fittings of the present invention,
The joining fitting 1 is a pipe material having a substantially square cross section, such as a square steel pipe.
It has a main body 4 having a predetermined upper and lower length, which is made by cutting two corner parts.
従つて本体4の4つの面を有するがそれらの中
の2つの面の幅は狭くなる。 Therefore, although the main body 4 has four sides, the width of two of them is narrow.
本体4の4つの面の各々の裏面には本体4の肉
厚の略2.5倍にされた裏板9が溶接されている。 A back plate 9 having a thickness approximately 2.5 times the thickness of the main body 4 is welded to the back surface of each of the four sides of the main body 4.
又本体4の4つの面の各々には所定数のねじ穴
7(例えば幅の広い面には縦方向2列、幅の狭い
面には縦方向1例)が本体4及び裏板9(但しね
じ山は裏板9のみに切る場合を含むものとする)
を貫通して設けられる。 Each of the four sides of the main body 4 has a predetermined number of screw holes 7 (for example, two rows in the vertical direction on the wide side and one row in the vertical direction on the narrow side) on the main body 4 and the back plate 9 (however, (This includes cases where the thread is cut only on the back plate 9)
It is installed through the
一方本体4の上端には本体4より肉厚にされた
天板2が、及び下端には本体4より肉厚にされた
底板3が各々溶接される。 On the other hand, the top plate 2, which is thicker than the main body 4, is welded to the upper end of the main body 4, and the bottom plate 3, which is thicker than the main body 4, is welded to the lower end.
天板2及び底板3の各々には所定数のねじ穴7
が設けられる。 A predetermined number of screw holes 7 are provided in each of the top plate 2 and the bottom plate 3.
will be provided.
裏板9の肉厚であるがこれにはねじ穴7を設け
て所定の強度を確保しなければならない一方天板
2のねじ穴7及び底板3のねじ穴7の配置(外周
近くにすることが望ましい)との関係で余り厚く
することは出来ない。 Although the thickness of the back plate 9 is large, it is necessary to provide screw holes 7 in it to ensure a certain level of strength.On the other hand, the placement of the screw holes 7 in the top plate 2 and the screw holes 7 in the bottom plate 3 (near the outer periphery) (is desirable), so it cannot be made too thick.
このため本願考案においては裏板9の肉厚を本
体4の肉厚の2.0乃至3.0倍の範囲にする。 Therefore, in the present invention, the thickness of the back plate 9 is set to be in the range of 2.0 to 3.0 times the thickness of the main body 4.
次に天板2のねじ穴7については出来るだけ外
周近くが望ましいが天板2の平面形状は本体4の
面よりどうしても狭くしかも本体4には裏板9が
付加されているためその配置は次の様に工夫され
る。 Next, it is desirable for the screw holes 7 of the top plate 2 to be as close to the outer periphery as possible, but since the planar shape of the top plate 2 is inevitably narrower than the surface of the main body 4, and the back plate 9 is added to the main body 4, the arrangement is as follows. It is devised as follows.
すなわち天板2のねじ穴7は本体4の裏板9に
内表面に当らない限度でこれに極く近接した位置
に配置されるのである。 In other words, the screw holes 7 of the top plate 2 are arranged very close to the back plate 9 of the main body 4 without hitting the inner surface thereof.
この様な天板2のねじ穴7についての工夫は底
板3についても適用される。 Such ideas regarding the screw holes 7 of the top plate 2 are also applied to the bottom plate 3.
以上の実施例に示した本考案の接合金具の使用
方法の一例を第4図を参照して次に説明する。 An example of how to use the joint fitting of the present invention shown in the above embodiments will now be described with reference to FIG. 4.
すなわち接合金具1は1階の柱12と2階の柱
10の間に装着される。 That is, the joining fitting 1 is installed between the pillar 12 on the first floor and the pillar 10 on the second floor.
1階の柱12は角形鋼管が用いられその頂部に
略十字状断面の連結具14が溶接される。 The pillars 12 on the first floor are made of square steel pipes, and a connector 14 having a substantially cross-shaped cross section is welded to the top.
連結具14の連結板15上に接合金具1が底板
3において載置され、連結板15と底板3が連結
板15の穴(図示せず)を貫通し底板3のねじ穴
7にねじ込まれるボルト25(2ケ)により接合
される。 The joining metal fitting 1 is placed on the connecting plate 15 of the connecting tool 14 at the bottom plate 3, and the connecting plate 15 and the bottom plate 3 pass through a hole (not shown) in the connecting plate 15 and a bolt is screwed into the screw hole 7 of the bottom plate 3. 25 (2 pieces).
一方2階の柱10も角形鋼管が用いられ1階の
柱12と同様連結具14によつて接合金具1の天
板2にボルト25(2ケ)により接合される。 On the other hand, the pillars 10 on the second floor are also made of rectangular steel pipes, and are joined to the top plate 2 of the joint fitting 1 by bolts 25 (two pieces) using connectors 14, similar to the pillars 12 on the first floor.
次に梁16が示され、該梁16はH形鋼材が用
いられその端部に端板18が溶接される。 Next, a beam 16 is shown, which is made of H-beam steel and has an end plate 18 welded to its end.
端板18は接合金具1の本体4の幅の広い面に
当てられた状態で該端板18の穴19を貫通して
本体4のねじ穴7にねじ込まれるボルト25によ
り接合金具1に接合されることになる。 The end plate 18 is connected to the joint metal fitting 1 by a bolt 25 that passes through the hole 19 of the end plate 18 and is screwed into the threaded hole 7 of the main body 4 while the end plate 18 is in contact with the wide side of the main body 4 of the joint metal fitting 1. That will happen.
次に梁20は溝形鋼材が用いられ接合金具1の
本体4の幅の狭い面に前述と同様の方法で接合さ
れる。 Next, the beam 20 is made of channel steel and is joined to the narrow side of the main body 4 of the joining fitting 1 in the same manner as described above.
次に第5図は本考案の接合金具の他の使用例と
して前述のものとは断面形状の相違する柱27,
28が示されている。 Next, FIG. 5 shows a column 27 with a different cross-sectional shape from the above-mentioned one as another example of the use of the joint fitting of the present invention.
28 is shown.
本考案の柱梁接合金具は以上の実施例に示した
構成及び使用方法において次の効果を有する。 The column-beam joint fitting of the present invention has the following effects in the configuration and usage method shown in the above embodiments.
(1) 本考案の柱梁接合金具は実用新案登録請求の
範囲に記載した構成であり、特に本体4は断面
略ロ字状管材の1つのコーナー部を切取つて作
られるため階段等において壁面厚さを薄くする
(従つて横幅の狭い梁20を用いる)場合に極
めて適する。(1) The column-beam joint fitting of the present invention has the structure described in the claims for utility model registration.In particular, the main body 4 is made by cutting one corner of a tube with a substantially square cross-section, so the wall surface thickness is This is extremely suitable for reducing the width (therefore using a beam 20 with a narrow width).
(2) 本考案の柱梁接合金具は同上の構成であり、
特に本体4は上端及び下端には天板2及び底板
3が溶接され該天板2及び底板3は本体4より
肉厚であるため補強なしで十分な強度を有す
る。(2) The column-beam joint fittings of the present invention have the same configuration as above,
In particular, the top plate 2 and bottom plate 3 are welded to the upper and lower ends of the main body 4, and the top plate 2 and bottom plate 3 are thicker than the main body 4, so that they have sufficient strength without reinforcement.
(3) 本考案の柱梁接合金具は同上の構成であり、
特に裏板9の肉厚は本体4の肉厚の2.0乃至3.0
倍の範囲にされるためそこに設けられるねじ穴
7の強度が確保される一方天板2のねじ穴7及
び底板3のねじ穴7が余りに中心に寄つてしま
う危れがない。(3) The column-beam joint fittings of the present invention have the same configuration as above,
In particular, the thickness of the back plate 9 is 2.0 to 3.0 of the thickness of the main body 4.
Since the area is doubled, the strength of the screw hole 7 provided therein is ensured, while there is no risk that the screw hole 7 of the top plate 2 and the screw hole 7 of the bottom plate 3 will be too close to the center.
(4) 本考案の柱梁接合金具は同上の構成であり、
特に天板2及び底板3のねじ穴7は本体4の裏
板9の内表面に当らない限度でこれに極く近接
した位置に配置されるため柱10,12,2
7,28との接合強度が十分確保される。(4) The column-beam joint fitting of the present invention has the same configuration as above,
In particular, the screw holes 7 of the top plate 2 and the bottom plate 3 are arranged at positions extremely close to the inner surface of the back plate 9 of the main body 4 without hitting the inner surface of the back plate 9, so that the columns 10, 12, 2
Sufficient bonding strength with 7 and 28 is ensured.
第1図は本考案の接合金具の平面図、第2図は
同上正面図、第3図は第2図−断面図、第4
図は本考案の接合金具の使用状態を示す斜視図、
第5図は同上他の使用例を示す斜視図。
1…接合金具、2…天板、3…底板、4…本
体、5…正面板、7…ねじ穴、8…穴、9…裏
板、10…柱、11…底板、12…柱、14…連
結具、15…連結板、16…梁、18…端板、1
9…穴、20…梁、21…端板、22…穴、23
…ブレース、25…ボルト、27…柱、28…
柱。
Fig. 1 is a plan view of the joint fitting of the present invention, Fig. 2 is a front view of the same as above, Fig. 3 is a sectional view of Fig. 2, and Fig. 4
The figure is a perspective view showing how the joint fitting of the present invention is used.
FIG. 5 is a perspective view showing another usage example. 1... Joining fittings, 2... Top plate, 3... Bottom plate, 4... Main body, 5... Front plate, 7... Screw hole, 8... Hole, 9... Back plate, 10... Pillar, 11... Bottom plate, 12... Pillar, 14 ...Connector, 15...Connection plate, 16...Beam, 18...End plate, 1
9... Hole, 20... Beam, 21... End plate, 22... Hole, 23
...Brace, 25...Bolt, 27...Column, 28...
Pillar.
Claims (1)
て作られた上下所定長さの本体4と、該本体4の
各々の裏面に溶接されその肉厚が前記本体4の肉
厚の2.0乃至3.0倍の範囲にされた裏板9と、本体
4の4面の各々の面及び裏板9を貫通して設けら
れた所定数のねじ穴7と、本体4の上端に溶接さ
れ前記裏板9の内表面に当らない限度でこれに極
く近接した位置に配置して所定数のねじ穴7が設
けられた本体4より肉厚にされた天板2と、本体
4の下端に溶接され前記裏板9の内表面に当らな
い限度でこれに極く近接した位置に配置して所定
数のねじ穴7が設けられ本体4より肉厚にされた
底板3とからなる柱梁接合金具。 A main body 4 of a predetermined length above and below, which is made by cutting one corner of a tubular material with a substantially square-shaped cross section, and a main body 4 that is welded to the back surface of each of the main bodies 4 and whose wall thickness is 2.0 to 3.0 times the thickness of the main body 4. A back plate 9 with a double area, a predetermined number of screw holes 7 provided through each of the four sides of the main body 4 and the back plate 9, and the back plate 9 welded to the upper end of the main body 4. The top plate 2 is made thicker than the main body 4 and has a predetermined number of screw holes 7 located very close to the inner surface of the main body 4 without hitting the inner surface of the main body 4. This column-to-beam joining metal fitting consists of a bottom plate 3 that is thicker than a main body 4 and has a predetermined number of screw holes 7 arranged in close proximity to the inner surface of a back plate 9 without touching it.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19275583U JPS6099611U (en) | 1983-12-14 | 1983-12-14 | Column beam joint fittings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19275583U JPS6099611U (en) | 1983-12-14 | 1983-12-14 | Column beam joint fittings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6099611U JPS6099611U (en) | 1985-07-06 |
JPH0219444Y2 true JPH0219444Y2 (en) | 1990-05-29 |
Family
ID=30414742
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19275583U Granted JPS6099611U (en) | 1983-12-14 | 1983-12-14 | Column beam joint fittings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6099611U (en) |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5718484Y2 (en) * | 1977-09-14 | 1982-04-19 |
-
1983
- 1983-12-14 JP JP19275583U patent/JPS6099611U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6099611U (en) | 1985-07-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA1243187A (en) | Space frames | |
JPH0219444Y2 (en) | ||
JPH0219443Y2 (en) | ||
JPH0243123Y2 (en) | ||
JPH0219442Y2 (en) | ||
JPH0350161Y2 (en) | ||
JPH079926Y2 (en) | Column-beam joint bracket | |
JPH0223710Y2 (en) | ||
JPH0296043A (en) | Column construction of house | |
JPS6158620B2 (en) | ||
JPH0738486Y2 (en) | Connection structure of columns and beams | |
JPH01295938A (en) | Joining structure of column and beam | |
JPH0619681Y2 (en) | Pillars and pillar joint hardware | |
JPS6146087Y2 (en) | ||
JP2725030B2 (en) | Column / beam joint structure | |
JP3015580U (en) | Joining structure of horizontal materials for wooden structures and its tools | |
JPH0615044Y2 (en) | Steel pipe column connection structure | |
JPH0333846Y2 (en) | ||
JPH069137Y2 (en) | Column-beam joint hardware | |
JPS6321602Y2 (en) | ||
JPH069136Y2 (en) | Column-beam joint hardware | |
JPS628406Y2 (en) | ||
JPS5924722Y2 (en) | joining metal fittings | |
JPH04155028A (en) | Column/beam joint structure | |
JPH0376377B2 (en) |