JPS54162001A - Method of supporting structure - Google Patents

Method of supporting structure

Info

Publication number
JPS54162001A
JPS54162001A JP7076778A JP7076778A JPS54162001A JP S54162001 A JPS54162001 A JP S54162001A JP 7076778 A JP7076778 A JP 7076778A JP 7076778 A JP7076778 A JP 7076778A JP S54162001 A JPS54162001 A JP S54162001A
Authority
JP
Japan
Prior art keywords
supported beam
internal structure
simply supported
support
shroud
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.)
Pending
Application number
JP7076778A
Other languages
Japanese (ja)
Inventor
Hidekazu Nishida
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Power Ltd
Original Assignee
Babcock Hitachi KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Babcock Hitachi KK filed Critical Babcock Hitachi KK
Priority to JP7076778A priority Critical patent/JPS54162001A/en
Publication of JPS54162001A publication Critical patent/JPS54162001A/en
Pending legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE: To support an internal structure safely and simply even to earthquakes, etc., by inclining a simply supported beam of the internal structure.
CONSTITUTION: This support method is performed in structure that a simply supported beam 1 for an internal structure is inclined when supporting an external shroud 3 to an outer drum 2. When the simply supported beam 1 tilts in this manner, seismic load 6 in the vertical direction acting on the internal structure consisting of the external shroud 3 or an internal shroud 4 and a shelical coil 5 is disintegrated into not only shear load but also an axial force component 8. That is, the seismic load 6 substantially lowers only by value corresponding to the disintegration, length increases because the simply supported beam 1 of interest is tilted, and rigidity itself materially augments even if rigidity reduces in a support structure only by value corresponding to the increase of length.
COPYRIGHT: (C)1979,JPO&Japio
JP7076778A 1978-06-14 1978-06-14 Method of supporting structure Pending JPS54162001A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7076778A JPS54162001A (en) 1978-06-14 1978-06-14 Method of supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7076778A JPS54162001A (en) 1978-06-14 1978-06-14 Method of supporting structure

Publications (1)

Publication Number Publication Date
JPS54162001A true JPS54162001A (en) 1979-12-22

Family

ID=13440988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7076778A Pending JPS54162001A (en) 1978-06-14 1978-06-14 Method of supporting structure

Country Status (1)

Country Link
JP (1) JPS54162001A (en)

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