TW200741069A - Combination method of foundation beam and steel posts - Google Patents

Combination method of foundation beam and steel posts

Info

Publication number
TW200741069A
TW200741069A TW095114238A TW95114238A TW200741069A TW 200741069 A TW200741069 A TW 200741069A TW 095114238 A TW095114238 A TW 095114238A TW 95114238 A TW95114238 A TW 95114238A TW 200741069 A TW200741069 A TW 200741069A
Authority
TW
Taiwan
Prior art keywords
steel
flanges
web
steel bars
type
Prior art date
Application number
TW095114238A
Other languages
Chinese (zh)
Other versions
TWI309271B (en
Inventor
Da-Ming Gao
Original Assignee
Da-Ming Gao
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 Da-Ming Gao filed Critical Da-Ming Gao
Priority to TW095114238A priority Critical patent/TW200741069A/en
Publication of TW200741069A publication Critical patent/TW200741069A/en
Application granted granted Critical
Publication of TWI309271B publication Critical patent/TWI309271B/zh

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  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

This invention presents a combination method of foundation beam and steel posts. Pluralities of steel bars are connected between the H-type steels, where the H-type steel possesses a web and flanges in two sides. At least two piercing holes are installed on the up and down of the web of the H-type steel, and at least two piercing holes are respectively installed on the up and down of the flanges. Use steel bars piercing through the piercing holes on the up and down of the web and the piercing holes on the up and down of the flanges are also pierced through by the steel bars. The terminals of the steel bar are bent downward or upward and located at the web and the flanges on the sides. Non terminals of the steel bars pierce through the piercing holes of the web and the flanges. The H-type steel is also covered with a plurality of stirrups. Therefore, this invention fulfills the connection of steel bars between H-type steels, so that the operation is easy, precise and stable to ensure the safety of connection.
TW095114238A 2006-04-21 2006-04-21 Combination method of foundation beam and steel posts TW200741069A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW095114238A TW200741069A (en) 2006-04-21 2006-04-21 Combination method of foundation beam and steel posts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW095114238A TW200741069A (en) 2006-04-21 2006-04-21 Combination method of foundation beam and steel posts

Publications (2)

Publication Number Publication Date
TW200741069A true TW200741069A (en) 2007-11-01
TWI309271B TWI309271B (en) 2009-05-01

Family

ID=45072003

Family Applications (1)

Application Number Title Priority Date Filing Date
TW095114238A TW200741069A (en) 2006-04-21 2006-04-21 Combination method of foundation beam and steel posts

Country Status (1)

Country Link
TW (1) TW200741069A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107023082A (en) * 2017-05-04 2017-08-08 浙江绿筑集成科技有限公司 A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107023082A (en) * 2017-05-04 2017-08-08 浙江绿筑集成科技有限公司 A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node

Also Published As

Publication number Publication date
TWI309271B (en) 2009-05-01

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Legal Events

Date Code Title Description
MM4A Annulment or lapse of patent due to non-payment of fees