JPS6452902A - Floor block for bridge - Google Patents

Floor block for bridge

Info

Publication number
JPS6452902A
JPS6452902A JP62206251A JP20625187A JPS6452902A JP S6452902 A JPS6452902 A JP S6452902A JP 62206251 A JP62206251 A JP 62206251A JP 20625187 A JP20625187 A JP 20625187A JP S6452902 A JPS6452902 A JP S6452902A
Authority
JP
Japan
Prior art keywords
deck plate
dowels
bridge
deck
plate
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
JP62206251A
Other languages
Japanese (ja)
Inventor
Kazuo Hashimoto
Masahiko Yoneyama
Mamoru Sugizaki
Manzo Ozawa
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.)
IHI Corp
Original Assignee
Ishikawajima Harima Heavy Industries 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP62206251A priority Critical patent/JPS6452902A/en
Publication of JPS6452902A publication Critical patent/JPS6452902A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: To reduce the thickness of a bridge deck by welding dowels to parts just above longitudinal ribs of the top side of a deck plate having the longitudinal ribs on the underside and fixing strong precast concrete slab to the deck plate by dowels. CONSTITUTION: A steel plate 1 is comprised of a deck plate 2 and a longitudinal rib fixed to the underside of the deck plate 2. In addition, dowels 5 are welded to a plurality of positions at a prescribed interval just above the fixing position of the longitudinal rib 3 on the deck plate 2. On the other hand, a strong precast concrete slab 4 has holes 9 into which dowels 5 are inserted when laid on the deck plate 2 at the edges and the center. After the precast concrete slab 4 is laid over the deck plate 2, the concrete slab 4 is fixed to the plate 2 with dowels 5, thereby reducing the thickness of the bridge deck and reducing the weight of a bridge.
JP62206251A 1987-08-21 1987-08-21 Floor block for bridge Pending JPS6452902A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62206251A JPS6452902A (en) 1987-08-21 1987-08-21 Floor block for bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62206251A JPS6452902A (en) 1987-08-21 1987-08-21 Floor block for bridge

Publications (1)

Publication Number Publication Date
JPS6452902A true JPS6452902A (en) 1989-03-01

Family

ID=16520240

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62206251A Pending JPS6452902A (en) 1987-08-21 1987-08-21 Floor block for bridge

Country Status (1)

Country Link
JP (1) JPS6452902A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020100967A (en) * 2018-12-20 2020-07-02 鹿島建設株式会社 Fixed structure of main girder and precast slab and method of fixing main girder and precast slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020100967A (en) * 2018-12-20 2020-07-02 鹿島建設株式会社 Fixed structure of main girder and precast slab and method of fixing main girder and precast slab

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