[go: up one dir, main page]

JPS5236811A - Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four - Google Patents

Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four

Info

Publication number
JPS5236811A
JPS5236811A JP50112772A JP11277275A JPS5236811A JP S5236811 A JPS5236811 A JP S5236811A JP 50112772 A JP50112772 A JP 50112772A JP 11277275 A JP11277275 A JP 11277275A JP S5236811 A JPS5236811 A JP S5236811A
Authority
JP
Japan
Prior art keywords
constitution method
subbframe
roof
gradient
heavy
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
JP50112772A
Other languages
Japanese (ja)
Other versions
JPS5423727B2 (en
Inventor
Yoshihiko Kameyama
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP50112772A priority Critical patent/JPS5236811A/en
Publication of JPS5236811A publication Critical patent/JPS5236811A/en
Publication of JPS5423727B2 publication Critical patent/JPS5423727B2/ja
Granted legal-status Critical Current

Links

JP50112772A 1975-09-17 1975-09-17 Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four Granted JPS5236811A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP50112772A JPS5236811A (en) 1975-09-17 1975-09-17 Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP50112772A JPS5236811A (en) 1975-09-17 1975-09-17 Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four

Publications (2)

Publication Number Publication Date
JPS5236811A true JPS5236811A (en) 1977-03-22
JPS5423727B2 JPS5423727B2 (en) 1979-08-16

Family

ID=14595111

Family Applications (1)

Application Number Title Priority Date Filing Date
JP50112772A Granted JPS5236811A (en) 1975-09-17 1975-09-17 Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four

Country Status (1)

Country Link
JP (1) JPS5236811A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58502072A (en) * 1981-12-04 1983-12-01 バロ−ス・コ−ポレ−ション Data processing system providing improved data transfer between modules

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58502072A (en) * 1981-12-04 1983-12-01 バロ−ス・コ−ポレ−ション Data processing system providing improved data transfer between modules

Also Published As

Publication number Publication date
JPS5423727B2 (en) 1979-08-16

Similar Documents

Publication Publication Date Title
ZA76334B (en) Structural concrete panel and process for producing same
JPS5236811A (en) Main frame constitution method and subbframe constitution method by means of heavy h steel in building that form gable tn top portion of roof and gradient in four
JPS52118824A (en) Method of improving earthquakeeproof safety of pillar in reinforced concrete
JPS537722A (en) Process and apparatus for production of prestressed concrete panels
JPS5222304A (en) Apparatus for controlling location of steel pillar erected in pit
JPS53105817A (en) Method of connecting precast concrete pillar and steel frame beam and apparatus for same
JPS52105621A (en) Construction method by means of concrete block and its concrete block
JPS51136329A (en) Method of apparatus for eliminating variance of stress in reinforcing members of concrete construction
JPS51128121A (en) Complex concrete floor structure by means of steel skeleton beam and deck plate
JPS51128129A (en) Method of applying strip material for connection of pillar beams in reinforced concrete construction
JPS5269825A (en) Method and device for making horizontal steel ingot
JPS51128819A (en) Coupling method for temporary construction of steel frame pillar and coupling jig
JPS51128818A (en) Method of applying strip material to connection of pillar beams in steel frame and reinforced concrete construction
JPS5273515A (en) Method of construction in panel system
JPS54149666A (en) Method of detecting levelness horizontality in heavy roof lifttup process
JPS5267105A (en) Construction method in use of horizontal steel sheettpile
JPS5268717A (en) Connecting method of pillar and beam with steel skeleton structure
GB1523800A (en) Method of and fittings for connecting beams to columns in steel frame constructions
JPS5639247A (en) Building method also applicable to lightweight iron frame and concrete
JPS51133928A (en) Method of working connection of steel frame in steel frame and reinforced concrete construction
ZA757036B (en) Fittings for connecting columns and beams of steel frame construction
JPS537721A (en) Process and apparatus for production of prestressed concrete panels
JPS5349821A (en) Connection method of prestress concrete block with frame in steel
JPS51120015A (en) Method of construction of steel skeleton
JPS5242610A (en) Connecting method of pillar and beam by means of prestressing