JPH0219442Y2 - - Google Patents
Info
- Publication number
- JPH0219442Y2 JPH0219442Y2 JP1983192753U JP19275383U JPH0219442Y2 JP H0219442 Y2 JPH0219442 Y2 JP H0219442Y2 JP 1983192753 U JP1983192753 U JP 1983192753U JP 19275383 U JP19275383 U JP 19275383U JP H0219442 Y2 JPH0219442 Y2 JP H0219442Y2
- Authority
- JP
- Japan
- Prior art keywords
- main body
- plate
- welded
- fitting
- predetermined number
- 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
- 238000005304 joining Methods 0.000 claims description 16
- 239000002184 metal Substances 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Optical Record Carriers And Manufacture Thereof (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 column-beam joining fitting for joining a column and a beam, and aims to provide a column-beam joining fitting that is easy to join.
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は鋼等で作られた断面略コ字状の上
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 has a main body 4 made of steel or the like and having a substantially U-shaped cross section and a predetermined vertical length.
本体４の３つの面の各々の内周面には本体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 inner peripheral surface of each of the three sides of the main body 4.
又本体４の３つの面の各々には所定数のねじ穴
７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。 Further, a predetermined number of screw holes 7 are provided on each of the three surfaces of the main body 4, passing through the main body 4 and the back plate 9 (this includes cases in which the threads are cut only in the back plate 9).
一方本体４の上端には天板２が、及び下端には
底板３が各々溶接される。 On the other hand, a top plate 2 is welded to the upper end of the main body 4, and a bottom plate 3 is welded to the lower end.
天板２及び底板３の各々には所定数の穴８（ね
じ穴でもよい）が設けられる。 A predetermined number of holes 8 (which may be screw holes) are provided in each of the top plate 2 and the bottom plate 3.
一方本体４の開放側面には上下に隙間を有して
正面板５が溶接される。 On the other hand, a front plate 5 is welded to the open side surface of the main body 4 with a gap above and below.
該正面板５は本体４より肉厚にされると共に所
定数のねじ穴７が設けられる。 The front plate 5 is made thicker than the main body 4 and is provided with a predetermined number of screw holes 7.
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余り
厚くすれば重量が大きくコストも高くなる。 Regarding the thickness of the back plate 9, screw holes 7 must be provided in it to ensure a predetermined strength, but if it is made too thick, the weight and cost will increase.
このため本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 in a range of 2.0 to 3.0 times the thickness of the main body 4.
次に天板２の穴８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
りどうしても狭いためその配置は次の様に工夫さ
れる。 Next, it is desirable that the holes 8 in the top plate 2 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, their arrangement is devised as follows.
すなわち天板２の穴８はナツトが本体４の内周
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 hole 8 in the top plate 2 is placed as close as possible to the inner peripheral surface of the main body 4 so that the nut does not hit the inner peripheral surface of the main body 4.
この様な天板２の穴８についての工夫は底板３
についても適用される。 The idea for the holes 8 in the top plate 2 is the bottom plate 3.
This also applies to
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間に装着される。 That is, the joining fitting 1 is attached 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がボル
ト２５（２ケ）及びナツトにより接合される。 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 are joined by bolts 25 (two pieces) and nuts.
一方２階の柱１０はＣ形鋼材が用いられその底
部に底板１１が溶接される。 On the other hand, the pillars 10 on the second floor are made of C-shaped steel, and a bottom plate 11 is welded to the bottom of the pillars 10.
該底板１１は連結金具１の天板２上に載置さ
れ、底板１１と天板２がボルト２５（１ケ）及び
ナツトにより接合される。 The bottom plate 11 is placed on the top plate 2 of the connecting fitting 1, and the bottom plate 11 and the top plate 2 are joined by bolts 25 (one piece) and nuts.
次に２種類の梁１６，２０が示され、一方の梁
１６は接合金具１の本体４に、及び他方の梁２０
は正面板５に接合される。 Next, two types of beams 16, 20 are shown, one beam 16 is attached to the body 4 of the joining fitting 1, and the other beam 20
is joined to the front plate 5.
まず梁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。 First, the beam 16 is made of H-beam steel, and the end plate 18 is welded to its end.
端板１８は接合金具１の本体４の１つの面に当
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 screw hole 7 of the main body 4 while the end plate 18 is in contact with one surface of the main body 4 of the joint metal fitting 1. It turns out.
次に梁２０は２ケのＣ形鋼材が背中合せに溶接
一体化されたものであるが、その正面板５への接
合方法は梁１６におけると同様である。 Next, the beam 20 is made by welding together two C-shaped steel members back to back, and the method of joining it to the front plate 5 is the same as that for the beam 16.
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.
第６図は本考案の他の接合金具を示し、該接合
金具１は第１図乃至第４図のものと比較して次の
特徴を有する。 FIG. 6 shows another joining fitting according to the present invention, and this joining fitting 1 has the following features compared with those shown in FIGS. 1 to 4.
すなわち正面板５は下方に寄せられて上方にの
み隙間が形成されている。 That is, the front plate 5 is moved downward, and a gap is formed only in the upper part.
第７図は本考案の他の接合金具を示し、該接合
金具１の天板２には第１図乃至第４図のものと相
違し３ケの穴８が設けられている。 FIG. 7 shows another joining fitting of the present invention, in which the top plate 2 of the joining fitting 1 is provided with three holes 8, unlike those in FIGS. 1 to 4.
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、特に断面略コ字状
の本体４の３面の各々の面及び正面板５にねじ
穴７が設けられているため該柱梁接合金具への
梁１６，２０の接合はボルト２５により極めて
容易に行うことが出来る。(1) The column-beam joint fitting of the present invention has the structure described in the claims for utility model registration, and in particular, screw holes 7 are provided on each of the three sides of the main body 4, which has a substantially U-shaped cross section, and on the front plate 5. Therefore, the beams 16 and 20 can be extremely easily connected to the column-beam connecting fittings using the bolts 25.
(2) 本考案は柱梁接合金具は同上の構成であり、
特に本体４は断面略コ字状であり製造過程にお
いて開放側面を有するため裏板９の溶接は容易
で製造上の負担を伴わない。(2) In this invention, the column-beam joint fittings have the same configuration as above,
In particular, since the main body 4 has a substantially U-shaped cross section and has open side surfaces during the manufacturing process, welding of the back plate 9 is easy and does not involve any burden on manufacturing.
(3) 本考案の柱梁接合金具は同上の構成であり、
特に本体４の開放側面に溶接された正面板５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。(3) The column-beam joint fittings of the present invention have the same configuration as above,
In particular, the front plate 5 welded to the open side surface of the main body 4 is thicker than the main body 4, so it has sufficient strength without reinforcement.
(4) 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重量が大きくコスト
も高くなる危れがない。(4) The column-beam joint fitting of the present invention has 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 danger of the weight becoming large and the cost increasing.
(5) 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の穴８はナツトが本体４
の内周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１０，１２，２７，２
８との接合強度が十分確保される。(5) The column-beam joint fitting of the present invention has the same configuration as above,
In particular, holes 8 in the top plate 2 and bottom plate 3 are connected to the main body 4.
The pillars 10, 12, 27, 2 are placed very close to the inner circumferential surface of the
Sufficient bonding strength with 8 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、第６図は
同上他の接合金具の正面図、第７図は同上他の接
合金具の平面図。
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 an example of use of the same as above, FIG. 6 is a front view of another joining fitting similar to the above, and FIG. 7 is a plan view of another joining fitting similar to the above. 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)
体４の３面の各々の内周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３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
の上端に溶接されナツトが前記本体４の内周面に
当らない限度でこれに極く近接した位置に配置し
て所定数の穴８が設けられた天板２と、本体４の
下端に溶接されナツトが前記本体４の内周面に当
らない限度でこれに極く近接した位置に配置して
所定数の穴８が設けられた底板３と、本体４の開
放側面の上又は下の隙間を有して溶接され所定数
のねじ穴７が設けられ本体４より肉厚にされた正
面板５とからなる柱梁接合金具。 A main body 4 having a substantially U-shaped cross section and a predetermined length above and below, and welded to the inner circumferential surface of each of the three sides of the main body 4, the thickness of which is in the range of 2.0 to 3.0 times the thickness of the main body 4. A back plate 9, a predetermined number of screw holes 7 provided through each of the three surfaces of the main body 4 and the back plate 9, and the main body 4.
A top plate 2 is welded to the upper end and has a predetermined number of holes 8 arranged at a position extremely close to the inner peripheral surface of the main body 4 as long as the nuts do not touch the inner circumferential surface of the main body 4, and welded to the lower end of the main body 4. a gap between the bottom plate 3, which is provided with a predetermined number of holes 8, and which are located very close to the inner circumferential surface of the main body 4, as long as the nuts do not touch it, and the gap above or below the open side surface of the main body 4; A column-beam joining metal fitting consisting of a front plate 5 which is welded together and has a predetermined number of screw holes 7 and is thicker than a main body 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19275383U JPS6099609U (en) | 1983-12-14 | 1983-12-14 | Column beam joint fittings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19275383U JPS6099609U (en) | 1983-12-14 | 1983-12-14 | Column beam joint fittings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6099609U JPS6099609U (en) | 1985-07-06 |
| JPH0219442Y2 true JPH0219442Y2 (en) | 1990-05-29 |
Family
ID=30414738
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19275383U Granted JPS6099609U (en) | 1983-12-14 | 1983-12-14 | Column beam joint fittings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6099609U (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4948217A (en) * | 1972-09-13 | 1974-05-10 |
-
1983
- 1983-12-14 JP JP19275383U patent/JPS6099609U/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4948217A (en) * | 1972-09-13 | 1974-05-10 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6099609U (en) | 1985-07-06 |
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