JPS6012813Y2 - Installation structure for architectural framework materials - Google Patents
Installation structure for architectural framework materialsInfo
- Publication number
- JPS6012813Y2 JPS6012813Y2 JP10767778U JP10767778U JPS6012813Y2 JP S6012813 Y2 JPS6012813 Y2 JP S6012813Y2 JP 10767778 U JP10767778 U JP 10767778U JP 10767778 U JP10767778 U JP 10767778U JP S6012813 Y2 JPS6012813 Y2 JP S6012813Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- panel support
- section
- floor beam
- bolt
- 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
- 239000000463 material Substances 0.000 title claims 2
- 238000009434 installation Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Description
【考案の詳細な説明】
本考案1よ、床梁ミ・・大引および外車パネル支持金具
等のよう?、(建秦珀組骨材の取付構造に関する。[Detailed explanation of the invention] This invention 1 is like floor beams, large pull-outs, and foreign car panel support fittings, etc.? , (Regarding the mounting structure of Kenqin Kumi aggregate.
従来、このような骨組材の取付構造は、第1図に示すよ
うに、断面夏型鋼ヨリタる床梁IXの内側面に大引2x
の端部を接金させてボルトナツトで固定すると共に床梁
1Xの上弦材上に断面アングル状の外壁パネル支持金具
3Xを載置し、床梁1Xの上弦材と外壁パネル支持金具
3Xとをボルトナツトで緊締していた。Conventionally, as shown in Fig. 1, the installation structure for such framework materials has been such that a large 2x
At the same time, place the outer wall panel support fittings 3X with an angled cross section on the upper chord of the floor beam 1X, and connect the upper chord of the floor beam 1X and the outer wall panel support fittings 3X with bolts and nuts. It was tense.
それ故、骨組材の取付けに多数のボルトナツトや多くの
手数を要してコスト高になる不利益と、また、床梁、大
引および外壁パネルとを共通のボルトで相互に直結でき
ないために、骨組材取付部の取付強度が安定しないとい
う欠点があった。Therefore, it is disadvantageous that the installation of the frame materials requires a large number of bolts and nuts and a lot of labor, which increases the cost, and also because the floor beams, main drawers, and exterior wall panels cannot be directly connected to each other with common bolts. There was a drawback that the mounting strength of the frame material mounting portion was not stable.
本考案の目的とするところは、このような従来の欠点を
克服しようとするもので、骨組 取付けに要するボル
トナツトや手数を省略し ストの低廉化を図ると共に
床梁、大引および パネル支持金具とを共通のボルト
ナツトするヶとにより、骨組材取付部の取付強度b(安
定する錘築用骨組材の取付構4G提供tうことである。The purpose of the present invention is to overcome these conventional drawbacks, by eliminating the need for bolts and nuts and labor required for frame installation, and reducing the cost of installation, as well as by eliminating the need for floor beams, slats, and panel support metal fittings. By using a common bolt and nut, the mounting strength of the frame material attachment part (4G) is provided, which is stable.
1□
本考案の建築用骨組材の特徴とする ′ろは、第2図に
示すように、断面I型鋼より 粱1の上弦材1a′
上に大引2め鏡部2aを 該大引2の端部2a上に
、垂直板’3 aの下 に水平板3bを連設した断
面アングル状の ネル支持金具3を載置し、これら
床梁1、 1 および外壁パネル支持金具3を、床梁1
の 1aの内側縁部1bと大引2の端部2aお
外壁パネル支持金具3の水平板3bに貫通さ と しボ
□
ルト5と、該通しボルト5に螺着したナツト6で一体的
に緊締したことである。1□ Features of the architectural framework material of the present invention: As shown in Figure 2, the upper chord member 1a' of the cross section I-type steel is
A second mirror part 2a is placed on top of the main drawer 2. A flannel support fitting 3 with an angular cross section in which a horizontal plate 3b is connected below a vertical plate 3a is placed on the end part 2a of the large drawer 2. Connect the floor beams 1, 1 and the external wall panel support fittings 3 to the floor beams 1
The inner edge 1b of 1a and the end 2a of Ohiki 2
The horizontal plate 3b of the outer wall panel support fitting 3 is integrally tightened with a bolt 5 and a nut 6 screwed onto the through bolt 5.
:尚、図中の符号4は外壁パネル 3
の垂直板3a上に下縁部を着座させた ルを示す
。: In addition, the code 4 in the figure is the outer wall panel 3
The lower edge is seated on the vertical plate 3a of the figure.
而して、本考案は上記した構成である下ら、建築用骨組
材の取付けに際し、図に示すよ に、断面l型鋼よりな
る床梁1の上弦材1a上じ大引2の端部2aを載せる。Therefore, the present invention has the above-mentioned structure when installing the lower construction frame material, as shown in the figure, the upper chord member 1a of the upper chord member 1a of the upper chord member 2 of the floor beam 1 made of L-shaped steel in cross section. Put on.
次に、該大引2の 2a上に、垂直板3aの下端−側
に を連設した断面アングル状の外壁パネル
3を載置する。Next, on 2a of the main drawer 2, an external wall panel with an angled cross section is connected to the lower end side of the vertical plate 3a.
Place 3.
次いで、これら床梁1、 I 端部2aおよび外壁
パネル支持金具3の水平板3bに通しボルト5を貫通さ
せた後、該通しボルト5にナツト6を螺着して一体的に
緊締する。Next, a through bolt 5 is passed through the floor beam 1, the end portion 2a, and the horizontal plate 3b of the outer wall panel support fitting 3, and then a nut 6 is screwed onto the through bolt 5 and tightened together.
このように本考案は、断面I型鋼よりなる床梁1の上弦
材1a上に大引2の端部2aを載せ、該大引2の端部2
a上に、垂直板3aの下端−側に水平板3bを連設した
断面アングル状の外壁パネル支持金具3を載置し、これ
ら床梁1、大引2および外壁パネル支持金具3を、床梁
1の上弦材1aの内側縁部1bと大引2の端部2aおよ
び外壁パネル支持金具3の水平板3bに貫通させた通し
ボルト5と、該通しボルト5に螺着したナツト6で一体
的に緊締してなるので、従来のように、■型鋼よりなる
床梁の内側面に大引の端部を接合させてボルトナツトで
固定すると共に床梁の上弦材上に断面アングル状の外壁
パネル支持金具を載置し、床梁の上弦材と外壁パネル支
持金具とをボルトナツトで緊締するものと較べて、取付
けに要するボルトナツトや手数を省略することができ、
資材の節約および人件費の節減を図って施工費用の低廉
化を促進することができる。In this way, the present invention places the end part 2a of the main puller 2 on the upper chord member 1a of the floor beam 1 made of I-shaped steel in cross section, and
An external wall panel support fitting 3 with an angular cross section, in which a horizontal plate 3b is connected to the lower end side of a vertical plate 3a, is placed on top a. It is integrated with a through bolt 5 passed through the inner edge 1b of the upper chord member 1a of the beam 1, the end 2a of the main drawer 2, and the horizontal plate 3b of the outer wall panel support fitting 3, and a nut 6 screwed onto the through bolt 5. Therefore, as in the past, the end of the main wire is joined to the inner surface of the floor beam made of shaped steel and fixed with bolts and nuts, and an external wall panel with an angled cross section is placed on the upper chord of the floor beam. Compared to mounting the support metal fittings and tightening the top chord of the floor beam and the outer wall panel support metal fittings with bolts and nuts, the bolts and nuts required for installation and the labor can be omitted.
It is possible to reduce construction costs by saving materials and labor costs.
また、本考案では、床梁、大引および外壁パネル支持金
具とを共通のボルトで直結したため、骨組材取付部の取
付強度も安定するという利点がある。Furthermore, in the present invention, since the floor beam, the main drawer, and the outer wall panel support fittings are directly connected with a common bolt, there is an advantage that the attachment strength of the frame material attachment part is also stable.
第1図は従来の建築用骨組材の取付構造を示す斜視図、
第2図は本考案の建築用骨組材の取付構造を示す正面図
である。
1・・・・・・床梁、1a・・・・・・上弦材、2・・
曲大引、2a・・・・・・端部、3a・・・・・・垂直
板、3b・・曲水平板、3・・・・・・外壁パネル支持
金具、5・曲・通しボルト、6・・・・・・ナツト。Fig. 1 is a perspective view showing the mounting structure of a conventional building frame material;
FIG. 2 is a front view showing the mounting structure of the building frame material of the present invention. 1...Floor beam, 1a...Top chord, 2...
Curved main drawer, 2a...end, 3a...vertical board, 3b...curved horizontal board, 3...outer wall panel support fittings, 5. curved through bolt, 6...Natsuto.
Claims (1)
部2aを載せ、・□該大引2の端部2a上に、垂直板3
aの下端−側に水平板3bを連設した断面アングル状の
くネル支持金具3を載置し、これら床梁1、大写2
およヒ外壁パネル支持金具3を、床梁1の 1aの
内側縁部1bと大引2の端部2aおよd外壁パネル支持
金具3の水平板3bに貫通させた通しボルト5と、該通
しボルト5に螺着したナツト6で一体的に緊締した建築
用骨組材の取付構舞。Place the end 2a of the main puller 2 on the upper chord member 1a of the floor beam 1 made of I-shaped steel in cross section, and place the vertical plate 3 on the end 2a of the main drawer 2.
A tunnel support fitting 3 with an angled cross section with a horizontal plate 3b connected to it is placed on the lower end side of a, and these floor beams 1,
The outer wall panel support fittings 3 are fitted with through bolts 5 passed through the inner edge 1b of the floor beam 1 1a, the ends 2a and d of the outer wall panel support fittings 3, and the horizontal plate 3b of the outer wall panel support fittings 3. This is a structure for installing a building frame material integrally tightened with a nut 6 screwed onto a through bolt 5.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10767778U JPS6012813Y2 (en) | 1978-08-05 | 1978-08-05 | Installation structure for architectural framework materials |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10767778U JPS6012813Y2 (en) | 1978-08-05 | 1978-08-05 | Installation structure for architectural framework materials |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5524451U JPS5524451U (en) | 1980-02-16 |
JPS6012813Y2 true JPS6012813Y2 (en) | 1985-04-24 |
Family
ID=29052014
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10767778U Expired JPS6012813Y2 (en) | 1978-08-05 | 1978-08-05 | Installation structure for architectural framework materials |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6012813Y2 (en) |
-
1978
- 1978-08-05 JP JP10767778U patent/JPS6012813Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5524451U (en) | 1980-02-16 |
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