JPH04119004U - Column beam joint fittings - Google Patents
Column beam joint fittingsInfo
- Publication number
- JPH04119004U JPH04119004U JP5048691U JP5048691U JPH04119004U JP H04119004 U JPH04119004 U JP H04119004U JP 5048691 U JP5048691 U JP 5048691U JP 5048691 U JP5048691 U JP 5048691U JP H04119004 U JPH04119004 U JP H04119004U
- Authority
- JP
- Japan
- Prior art keywords
- column
- beam joint
- main body
- joint fitting
- present
- 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.)
- Granted
Links
- 229910001141 Ductile iron Inorganic materials 0.000 claims abstract description 7
- 238000012986 modification Methods 0.000 abstract 1
- 230000004048 modification Effects 0.000 abstract 1
- 229910001208 Crucible steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910001060 Gray iron Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 210000002784 stomach Anatomy 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】 （修正有）
（目的）本考案は軽量でコストが安く及び十分な強度を
有して柱と梁をピン接合する柱梁接合金具の提供を目的
とする。
（構成）本考案の柱梁接合金具１は球状黒鉛鋳鉄で作ら
れると共にそのねじ孔４は外面にやや突出した座面３に
設けられることを特徴とする。
(57) [Summary] (with modifications) (Purpose) The purpose of the present invention is to provide a column-beam joint fitting that is lightweight, inexpensive, and has sufficient strength to connect columns and beams with pins. (Structure) The column-beam joint fitting 1 of the present invention is made of spheroidal graphite cast iron, and is characterized in that its screw hole 4 is provided in a seat surface 3 that slightly projects outward.
Description
【０００１】0001
本考案は柱と梁をピン接合するための柱梁接合金具に関するものである。 The present invention relates to a column-beam joint fitting for pin-joining columns and beams.
【０００２】0002
従来において柱と梁を剛接合するための柱梁接合金具として実公平２−４３９２ １号等が公知である。 しかしながら剛接合ではなく柱と梁をピン接合するための軽量でコストが安く及 び十分な強度を有する柱梁接合金具の開発が求められていた。 Conventionally, Jikkoi 2-4392 was used as a column-beam joint fitting for rigidly joining columns and beams. No. 1 etc. are publicly known. However, instead of rigid joints, pin joints between columns and beams are lightweight and inexpensive. There was a need to develop column-beam joints with sufficient strength.
【０００３】0003
本考案は以上の従来の課題を解決し軽量でコストが安く及び十分な強度を有する 柱梁接合金具の提供を目的とする。 This invention solves the above conventional problems and is lightweight, low cost, and has sufficient strength. The purpose is to provide column and beam joint fittings.
【０００４】0004
本考案は以上の目的達成のために 頂壁及び底壁に開口を有して球状黒鉛鋳鉄で作られたボックス状の本体と、該本 体の側壁の外面においてやや突出し上下に隣接する２個のねじ孔毎に島状に分離 して設けられた座面と、前記本体の頂壁及び底壁の各々の外壁に設けられたねじ 孔用の座面とからな柱梁接合金具 を提案するものである。 This invention aims to achieve the above objectives. A box-shaped body made of spheroidal graphite cast iron with openings in the top and bottom walls, and the book. Slightly protruding on the outer surface of the side wall of the body, separated into islands by two adjacent screw holes above and below. a seating surface provided as Seat for hole and column/beam connection fittings This is what we propose.
【０００５】[0005]
以下本考案の柱梁接合金具を図面に示す実施例に従い説明する。 すなわち図１及び図２に示す様に本考案の柱梁接合金具（１）は頂壁及び底壁に のみ開口（７）を有し４個の側壁により囲まれて縦長のボックス状に形成された 本体（２）を有する。 該本体（２）の４個の側壁の各々の外面には外方にやや突出する座面（３）が設 けられる。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The column-beam joint fittings of the present invention will be described below according to embodiments shown in the drawings. In other words, as shown in Figures 1 and 2, the column-beam joint fittings (1) of the present invention are attached to the top and bottom walls. It has an opening (7) and is surrounded by four side walls, forming a vertical box shape. It has a main body (2). The outer surface of each of the four side walls of the main body (2) is provided with a seat surface (3) that slightly projects outward. I get kicked.
【０００６】 本体（２）の肉厚は４ｍｍであり座面（３）の肉厚は従って厚くなり９ｍｍにさ れている。次に座面（３）には上下左右に各々２個づつに分離して配置された合 計８個のねじ孔（４）が貫通して設けられる。[0006] The wall thickness of the main body (2) is 4 mm, and the wall thickness of the seat surface (3) is therefore thicker to 9 mm. It is. Next, on the seat surface (3), two pieces are placed separately on the top, bottom, left and right sides. A total of eight screw holes (4) are provided through the hole.
【０００７】 すなわち座面（３）は上下に隣接する２個のねじ孔（４）毎に島状に分離して設 けられることになる。 次に本体（２）の頂壁及び底壁の各々の外面にも座面（５）が設けられる。 該座面（５）には十字状に配置された４個のねじ孔（６）が貫通して設けられる 。[0007] In other words, the seat surface (3) is separated into islands for each two vertically adjacent screw holes (4). You will be kicked. Next, a seat surface (5) is also provided on the outer surface of each of the top and bottom walls of the main body (2). Four screw holes (6) arranged in a cross shape are provided through the seat surface (5). .
【０００８】 以上の柱梁接合金具の使用状態を図３及び図４に示す。 すなわち図３に示す様に柱梁接合金具（１）の頂壁に上方の柱（１０）の下端が 接合される。[0008] The state in which the above-mentioned column-beam joint fittings are used is shown in FIGS. 3 and 4. In other words, as shown in Figure 3, the lower end of the upper column (10) is attached to the top wall of the column-beam joint fitting (1). Joined.
【０００９】 ここで図３に示すものは柱（１０）がその下端に熔接された連結具（８）の当て 板（８ｂ）を介してねじ（２０）により柱梁接合金具（１）の頂壁のねじ孔（６ ）にねじ接合されることにより接合されている。[0009] Here, what is shown in Figure 3 is a column (10) with a connector (8) welded to its lower end. The screw holes (6 ) are joined by screwing.
【００１０】 一方図４に示すものは柱（１３）がその下端に熔接された当て板（１５）を介し てねじ（２０）により柱梁接合金具（１）の頂壁にねじ接合されることにより接 合されている。これらの当て板（８ｂ）（１５）の肉厚と上方の柱（１０）（１ ３）の肉厚との関係は例えば次の通り：0010 On the other hand, in the case shown in Fig. 4, the pillar (13) is connected to the bottom end of the pillar (13) through a backing plate (15) welded to its lower end. The connection is made by screwing the top wall of the column-beam joint fitting (1) with the screw (20). are combined. The wall thickness of these backing plates (8b) (15) and the upper pillars (10) (1 For example, the relationship of 3) with wall thickness is as follows:
【００１１】 [0011]
【００１２】 すなわち当て板（８ｂ）（１５）の肉厚は柱（１３）の肉厚の１．４１〜１．９ ６倍になっているのである。 次に当て板（８ｂ）（１５）は２本（４本の場合もある）のねじ（２０）により 柱梁金具（１）の頂壁にねじ接合されるのである。 ねじ（２０）は高力ボルトではなく一般のボルト（例えば４Ｔ級品）が用いられ る。0012 In other words, the wall thickness of the backing plate (8b) (15) is 1.41 to 1.9 of the wall thickness of the pillar (13). It has increased six times. Next, attach the backing plate (8b) (15) with two (sometimes four) screws (20). It is screwed to the top wall of the column and beam fitting (1). The screw (20) is not a high-strength bolt but a general bolt (for example, 4T class product). Ru.
【００１３】 以上は上方の柱（１０）（１３）についての説明であったが下方の柱（１２）（ １４）についても同様である。 次に柱梁接合金具（１）の側壁には図３に示す様に梁（１６）が接合される。 梁（１６）はその端面に熔接された端板（１８）を介してねじ（２０）により柱 梁接合金具（１）の側壁のねじ孔（４）にねじ接合されることにより接合される のである。[0013] The above was an explanation about the upper pillars (10) and (13), but the lower pillars (12) ( The same applies to 14). Next, a beam (16) is joined to the side wall of the column-beam joining fitting (1) as shown in FIG. The beam (16) is attached to the column by screws (20) through the end plate (18) welded to its end face. It is joined by being screwed into the screw hole (4) in the side wall of the beam joint fitting (1). It is.
【００１４】 この端板（１８）の肉厚と梁（１６）の肉厚との関係は例えば次の通り： For example, the relationship between the wall thickness of the end plate (18) and the wall thickness of the beam (16) is as follows:
【００１５】 すなわち４．５ｍｍ厚の端板（１８）については梁（１６）のフランジの肉厚の ０．３８〜１．００倍になっているのである。 又３．２ｍｍ厚の端板（１８）については梁（１６）のフランジの肉厚の０．２ ７〜０．７１倍になっているのである。 次に端板（１８）は４本のねじ（２０）により柱梁接合金具（１）の側壁にねじ 接合されるのである。[0015] In other words, for the end plate (18) with a thickness of 4.5 mm, the wall thickness of the flange of the beam (16) It is 0.38 to 1.00 times larger. Also, for the end plate (18) with a thickness of 3.2 mm, the thickness is 0.2 of the wall thickness of the flange of the beam (16). That's 7 to 0.71 times. Next, the end plate (18) is screwed to the side wall of the column-beam joint fitting (1) using four screws (20). They are joined together.
【００１６】 以上の柱梁接合金具（１）は球状黒鉛鋳鉄で作られねずみ鋳鉄と比較して引張り 強度が約４倍以上強く鋳鋼と同程度である。 球状黒鉛鋳鉄は肉厚を薄くすることが可能であり熔接不能であるが鋳鋼のコスト の約１／２である。[0016] The above column-beam joint fittings (1) are made of spheroidal graphite cast iron and have a higher tensile strength than gray cast iron. The strength is about 4 times stronger and on the same level as cast steel. Spheroidal graphite cast iron can be made thinner and cannot be welded, but the cost of cast steel is lower. It is about 1/2 of that.
【００１７】[0017]
本考案の柱梁接合金具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）本考案の柱梁接合金具は特に球状黒鉛鋳鉄で作られるため強度が極めて強 い。 （２）本考案の柱梁接合金具は特に鋳造で作られるためコストが安い。 （３）本考案の柱梁接合金具は特に球状黒鉛鋳鉄で作られるため肉厚を薄くする ことが出来て軽量になる。 The embodiments of the column-beam joint of the present invention are as described above, and their effects are listed below. (1) The column-beam joint fittings of this invention are extremely strong because they are made of spheroidal graphite cast iron. stomach. (2) The column-beam joint fittings of the present invention are particularly manufactured by casting, so the cost is low. (3) The column and beam joints of this invention are made of spheroidal graphite cast iron, so the wall thickness is reduced. It is possible to do this and it is lightweight.
【図１】本考案の柱梁接合金具の正面図[Figure 1] Front view of the column-beam joint fitting of the present invention
【図２】本考案の柱梁接合金具の平面図[Figure 2] Plan view of the column-beam joint fitting of the present invention
【図３】本考案の柱梁接合金具の使用状態の斜視図[Figure 3] A perspective view of the column-beam joint fitting of the present invention in use
【図４】本考案の柱梁接合金具の使用状態の斜視図[Figure 4] A perspective view of the column-beam joint fitting of the present invention in use
１ 柱梁接合金具 ２ 本体 ３ 座面 ４ ねじ孔 ５ 座面 ６ ねじ孔 ７ 開口 ８ 連結具 ８ａ 連結具本体 ８ｂ 当て板 １０ 柱 １２ 柱 １３ 柱 １４ 柱 １５ 当て板 １６ 梁 １８ 端板 １９ 孔 ２０ ねじ 1 Column beam joint fittings 2 Main body 3 Seat surface 4 Screw hole 5 Seat surface 6 screw hole 7 Aperture 8 Connector 8a Connector body 8b Caution plate 10 pillars 12 pillars 13 pillars 14 pillars 15 Caution plate 16 Beam 18 End plate 19 holes 20 screws
Claims (1)
作られたボックス状の本体と、該本体の側壁の外面にお
いてやや突出し上下に隣接する２個のねじ孔毎に島状に
分離して設けられた座面と、前記本体の頂壁及び底壁の
各々の外壁に設けられたねじ孔用の座面とからな柱梁接
合金具Claim: A box-shaped main body made of spheroidal graphite cast iron with openings in the top and bottom walls, and an island-shaped main body that slightly protrudes from the outer surface of the side wall of the main body and is located at each of two vertically adjacent screw holes. A column-beam joint fitting comprising a seating surface provided separately in the main body, and a seating surface for a screw hole provided on each of the outer walls of the top wall and the bottom wall of the main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991050486U JP2524737Y2 (en) | 1991-04-05 | 1991-04-05 | Beam-to-column joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991050486U JP2524737Y2 (en) | 1991-04-05 | 1991-04-05 | Beam-to-column joints |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04119004U true JPH04119004U (en) | 1992-10-23 |
| JP2524737Y2 JP2524737Y2 (en) | 1997-02-05 |
Family
ID=31927915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1991050486U Expired - Lifetime JP2524737Y2 (en) | 1991-04-05 | 1991-04-05 | Beam-to-column joints |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2524737Y2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101577618B1 (en) * | 2015-03-20 | 2015-12-16 | 김헌재 | Joint assembly for connecting structural frame |
| CN117627160A (en) * | 2023-09-25 | 2024-03-01 | 中建机械有限公司 | Dry-type building connection structure assembly and building system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH024735A (en) * | 1988-06-24 | 1990-01-09 | Dainippon Ink & Chem Inc | Production of aromatic hydroxycarboxylic acid aralkyl esters |
| JPH0243921U (en) * | 1988-09-17 | 1990-03-27 |
-
1991
- 1991-04-05 JP JP1991050486U patent/JP2524737Y2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH024735A (en) * | 1988-06-24 | 1990-01-09 | Dainippon Ink & Chem Inc | Production of aromatic hydroxycarboxylic acid aralkyl esters |
| JPH0243921U (en) * | 1988-09-17 | 1990-03-27 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101577618B1 (en) * | 2015-03-20 | 2015-12-16 | 김헌재 | Joint assembly for connecting structural frame |
| CN117627160A (en) * | 2023-09-25 | 2024-03-01 | 中建机械有限公司 | Dry-type building connection structure assembly and building system |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2524737Y2 (en) | 1997-02-05 |
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