JPS5699875A - Slip-protective construction for composite structure - Google Patents

Slip-protective construction for composite structure

Info

Publication number
JPS5699875A
JPS5699875A JP227880A JP227880A JPS5699875A JP S5699875 A JPS5699875 A JP S5699875A JP 227880 A JP227880 A JP 227880A JP 227880 A JP227880 A JP 227880A JP S5699875 A JPS5699875 A JP S5699875A
Authority
JP
Japan
Prior art keywords
bars
buried
channel steel
steel bar
subreinforcing
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
JP227880A
Other languages
Japanese (ja)
Other versions
JPS6142674B2 (en
Inventor
Masahiro Sawayanagi
Seiji Oota
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP227880A priority Critical patent/JPS5699875A/en
Publication of JPS5699875A publication Critical patent/JPS5699875A/en
Publication of JPS6142674B2 publication Critical patent/JPS6142674B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE: To increase the buried strength of reinforcing bars when a channel steel bar fixed to an external steel beam in buried in the concrete by a method wherein through holes are provided on this channel steel bar and subreinforcing bars different from the reinforcing bars are allowed to penetrate through these through holes.
CONSTITUTION: In concreting, a plurality of reinforcing bars 2 are buried in parallel and doubly in upper and lower layers and a plurality of subreinforcing bars 3 are buried in the direction rectangular to these reinforcing bars 2. A pair of channel steel bars 5 are fixed to the lower end surface of an external steel beam 4 and this channel steel bar 5 is buried in the channel part of the concrete 1. The channel steel bar 5 is buried as steel bars 3 and bow-shaped subreinforcing bars 7 are penetrated through several through holes 6 equipped on the vertical parts of these channel steel bars 5. Thus, the channel steel bar can resist fully bending moment acting around the steel beam 4, if any.
COPYRIGHT: (C)1981,JPO&Japio
JP227880A 1980-01-12 1980-01-12 Slip-protective construction for composite structure Granted JPS5699875A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP227880A JPS5699875A (en) 1980-01-12 1980-01-12 Slip-protective construction for composite structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP227880A JPS5699875A (en) 1980-01-12 1980-01-12 Slip-protective construction for composite structure

Publications (2)

Publication Number Publication Date
JPS5699875A true JPS5699875A (en) 1981-08-11
JPS6142674B2 JPS6142674B2 (en) 1986-09-22

Family

ID=11524892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP227880A Granted JPS5699875A (en) 1980-01-12 1980-01-12 Slip-protective construction for composite structure

Country Status (1)

Country Link
JP (1) JPS5699875A (en)

Also Published As

Publication number Publication date
JPS6142674B2 (en) 1986-09-22

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