JPH1121994A5 - - Google Patents

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Publication number
JPH1121994A5
JPH1121994A5 JP1997331330A JP33133097A JPH1121994A5 JP H1121994 A5 JPH1121994 A5 JP H1121994A5 JP 1997331330 A JP1997331330 A JP 1997331330A JP 33133097 A JP33133097 A JP 33133097A JP H1121994 A5 JPH1121994 A5 JP H1121994A5
Authority
JP
Japan
Prior art keywords
shaped
base steel
panel
mounting bracket
welding
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
Application number
JP1997331330A
Other languages
Japanese (ja)
Other versions
JP3818345B2 (en
JPH1121994A (en
Filing date
Publication date
Application filed filed Critical
Priority to JP33133097A priority Critical patent/JP3818345B2/en
Priority claimed from JP33133097A external-priority patent/JP3818345B2/en
Publication of JPH1121994A publication Critical patent/JPH1121994A/en
Publication of JPH1121994A5 publication Critical patent/JPH1121994A5/ja
Application granted granted Critical
Publication of JP3818345B2 publication Critical patent/JP3818345B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【0010】
【発明の実施の形態】以下、本発明の実施形態を図に基づいて説明する。なお、符号は従来と共通するものは同一符号を付した。図1に示すように、H型鋼梁1の上面1aにそのH型鋼梁1とパネルPとの位置関係を調整するための6mm厚みのフラットバー型の下地鋼材2が溶接固定されている。なお、このフラットバー型の下地鋼材2の厚みは、位置調整機能と重さや取り扱い安さ、更にはコストとの関係から5〜8mmの範囲であることが好ましい。その溶接は図2に示すように、下地鋼材2の端面とH型鋼梁1の上面1aとを溶接し、また図3に示すように、下地鋼材2に空けられた切欠き穴2aの切欠き面とH型鋼梁1とを隅肉溶接する。このような切欠き穴2aを有する下地鋼材2及びその溶接手段によれば、H型鋼梁1と下地鋼材2(フラットバー)とを溶接する際、溶接困難な上向き溶接が不要となり、溶接作業能率が著しく向上する。
[0010]
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS [0021] An embodiment of the present invention will now be described with reference to the drawings. The same reference numerals are used to refer to components commonly used in the prior art. As shown in FIG. 1, a 6 mm thick flat bar-type base steel 2 is welded to the top surface 1a of an H-shaped beam 1 to adjust the positional relationship between the H-shaped beam 1 and a panel P. The thickness of this flat bar-type base steel 2 is preferably in the range of 5 to 8 mm, taking into account positional adjustment function, weight, ease of handling, and cost. As shown in FIG. 2, welding is performed by welding the end face of the base steel 2 to the top surface 1a of the H-shaped beam 1, and as shown in FIG. 3, fillet welding is performed between the notched surface of a notched hole 2a drilled in the base steel 2 and the H-shaped beam 1. The use of such a base steel 2 with a notched hole 2a and its welding method eliminates the need for difficult overhead welding when welding the H-shaped beam 1 to the base steel 2 (flat bar), significantly improving welding efficiency.

本発明におけるパネルPの取付施工は、概略次のような手順で行う。先ず、請求項1の場合、
1)取金具3をパネルPの上部アンカー5の位置に適合するように位置調整してそれを下地鋼材2(L字型鋼材も適用可)に溶接固定する。
2)H型鋼梁1の上面1aに、その端からパネルP内面までの間隔(予め設計されている)に適合するように下地鋼材2をH型鋼梁1の上面1aから突出させて溶接固定する。
3)H型鋼梁1の下面1bにL字型アングルピース6を溶接固定する。
4)L字型アングルピース6にL字型受けアングル7を溶接固定する。
5)パネルPをL字型受けアングル7に設置する。
6)上部の取付金具3のボルト4でパネルPをその取付金具3に固定する。
7)パネルPをL字型受けアングル7に下部の取付金具8のボルト4で固定する。
8)下部の取付金具8をL字型受けアングル7に溶接固定する。
The panel P of the present invention is installed in the following manner.
1) The mounting bracket 3 is adjusted to fit the position of the upper anchor 5 of the panel P, and then welded and fixed to the base steel material 2 (L -shaped steel material can also be used).
2) The base steel material 2 is welded and fixed to the upper surface 1a of the H-shaped steel beam 1 so that it protrudes from the upper surface 1a of the H -shaped steel beam 1 and fits the distance (pre-designed) from its end to the inner surface of the panel P.
3) An L-shaped angle piece 6 is welded and fixed to the underside 1b of the H -shaped steel beam 1.
4) The L -shaped receiving angle 7 is welded to the L-shaped angle piece 6.
5) Install the panel P on the L-shaped support angle 7.
6) Fix the panel P to the upper mounting bracket 3 with the bolts 4 on the mounting bracket 3 .
7) Fix the panel P to the L-shaped support angle 7 with the bolt 4 of the lower mounting bracket 8 .
8) Weld the lower mounting bracket 8 to the L -shaped support angle 7.

なお、上記の取り付け方法においては、下地鋼材はフラットバー型下地鋼材2以外にL字型鋼材を適用し、取付金具8は図5または他の形状のものを用いてもよい。また、H型鋼梁1の上面1aに、その端からパネルP内面までの間隔に適合するようにフラットバー型下地鋼材2をH型鋼梁1の上面1aから突出させて溶接固定し、パネルPを設置した後に上部取付金具3のボルト4で固定しその金具を下地鋼材2に溶接固定してもよい。また、フラットバー型下地鋼材2を用いる場合は、図2に示すように、取付金具3の水平片の端面(図中右側)よりもフラットバーの端面が室内側(図中右側)に延出していた方が、フラットバーの溶接作業がし易く好ましい。 In the above-described mounting method, L-shaped steel may be used as the base steel material instead of the flat bar-type base steel material 2, and the mounting bracket 8 may have the shape shown in FIG . 5 or other shapes. Alternatively, the flat bar-type base steel material 2 may be welded to the upper surface 1a of the H-shaped steel beam 1 so that it protrudes from the upper surface 1a of the H-shaped steel beam 1 to fit the distance from its end to the inner surface of the panel P. After the panel P is installed, the upper mounting bracket 3 is secured with bolts 4, and the bracket is welded to the base steel material 2. When using the flat bar-type base steel material 2, it is preferable that the end face of the flat bar extends further toward the interior side (right side in the figure) than the end face of the horizontal piece of the mounting bracket 3, as shown in FIG. 2, since this makes welding the flat bar easier.

JP33133097A 1997-05-09 1997-11-14 Rising ALC panel mounting structure Expired - Fee Related JP3818345B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33133097A JP3818345B2 (en) 1997-05-09 1997-11-14 Rising ALC panel mounting structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP13608597 1997-05-09
JP9-136085 1997-05-09
JP33133097A JP3818345B2 (en) 1997-05-09 1997-11-14 Rising ALC panel mounting structure

Publications (3)

Publication Number Publication Date
JPH1121994A JPH1121994A (en) 1999-01-26
JPH1121994A5 true JPH1121994A5 (en) 2005-05-19
JP3818345B2 JP3818345B2 (en) 2006-09-06

Family

ID=26469761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33133097A Expired - Fee Related JP3818345B2 (en) 1997-05-09 1997-11-14 Rising ALC panel mounting structure

Country Status (1)

Country Link
JP (1) JP3818345B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102785270B1 (en) * 2019-10-04 2025-03-25 한화오션 주식회사 Insulation Box Reinforcement Structure of Liquefied Gas Storage Tank
CN112681761A (en) * 2021-01-26 2021-04-20 山西三建集团有限公司 Positioning and mounting device and mounting method for ultra-long external wall panel of assembly type factory building
CN113047655A (en) * 2021-03-26 2021-06-29 中国建筑第四工程局有限公司 ALC wallboard seismic strengthening device

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