PH12019000418A1 - Three-dimensional rebar structure of building cylinder and circular transversely closed confined stirrup structure thereof, and confined stirrup of building wall - Google Patents

Three-dimensional rebar structure of building cylinder and circular transversely closed confined stirrup structure thereof, and confined stirrup of building wall

Info

Publication number
PH12019000418A1
PH12019000418A1 PH12019000418A PH12019000418A PH12019000418A1 PH 12019000418 A1 PH12019000418 A1 PH 12019000418A1 PH 12019000418 A PH12019000418 A PH 12019000418A PH 12019000418 A PH12019000418 A PH 12019000418A PH 12019000418 A1 PH12019000418 A1 PH 12019000418A1
Authority
PH
Philippines
Prior art keywords
stirrup
confined
building
circular
rebar
Prior art date
Application number
PH12019000418A
Inventor
Hsin-Yu Tsai
Original Assignee
Tsai Hsin Yu
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
Priority claimed from TW108209761U external-priority patent/TWM589722U/en
Priority claimed from TW108126452A external-priority patent/TWI700417B/en
Application filed by Tsai Hsin Yu filed Critical Tsai Hsin Yu
Publication of PH12019000418A1 publication Critical patent/PH12019000418A1/en

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

The present invention discloses a circular transversely closed confined stirrup structure, formed by continuously bending a single rebar and comprising a circular stirrup and one or two radially extending tie bars, an anchoring hook portion being disposed on the circular stirrup or the tie bars. The circular stirrup is sleeved on a plurality of pieces of main rebar for hooping the same, and the anchoring hook portion is anchored to the main rebar to form a three-dimensional rebar structure of a building cylinder of the present invention, which can enable a cylindrical core confined stirrup to play the fully stressed ability and increase the statically indeterminate redundancy. In addition, a confined stirrup of a building wall of the present invention is formed by continuously bending a single rebar to form anchoring port ions which are vertically overlapped at an orthogonal portion of the wall, thereby being anchored to a concrete structure. By means of the present invention, the cylinder and wall reinforced concrete structures of the building can meet the requirements of interlayer earthquake-resistant performance drift.
PH12019000418A 2019-07-26 2019-10-28 Three-dimensional rebar structure of building cylinder and circular transversely closed confined stirrup structure thereof, and confined stirrup of building wall PH12019000418A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
TW108209761U TWM589722U (en) 2019-07-26 2019-07-26 Reinforced bar three-dimensional structure of building column and its cylindrical horizontally closed stirrup structure
TW108126452A TWI700417B (en) 2019-07-26 2019-07-26 Three-dimensional structure of building steel bar and its cylindrical transverse closed bundle structure

Publications (1)

Publication Number Publication Date
PH12019000418A1 true PH12019000418A1 (en) 2021-04-26

Family

ID=75920325

Family Applications (1)

Application Number Title Priority Date Filing Date
PH12019000418A PH12019000418A1 (en) 2019-07-26 2019-10-28 Three-dimensional rebar structure of building cylinder and circular transversely closed confined stirrup structure thereof, and confined stirrup of building wall

Country Status (1)

Country Link
PH (1) PH12019000418A1 (en)

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