Extended-span and alternatively-shaped arch bridge and construction method therefor
Number of patents in Portfolio can not be more than 2000
United States of America Patent
Stats
-
Apr 7, 2015
Grant Date -
Aug 14, 2014
app pub date -
Sep 30, 2011
filing date -
Sep 30, 2011
priority date (Note) -
In Force
status (Latency Note)
![]() |
A preliminary load of PAIR data current through [] has been loaded. Any more recent PAIR data will be loaded within twenty-four hours. |
PAIR data current through []
A preliminary load of cached data will be loaded soon.
Any more recent PAIR data will be loaded within twenty-four hours.
![]() |
Next PAIR Update Scheduled on [ ] |

Importance

US Family Size
|
Non-US Coverage
|
Patent Longevity
|
Forward Citations
|
Abstract
A large-span and special-shaped arch bridge, comprising a main girder (2), a center abutment (11) served as a central bearing point and two auxiliary abutments (12,13) served as bearing points at two ends, wherein further comprising an arch-axis combination (3) and two arch-axis bending beams (4,5) presented as arcs projected upwards, the arch-axis combination being built on the center abutment (11) with two ends connected to the inner ends of the two arch-axis bending beams (4,5), the outer ends of the two arch-axis bending beams (4,5) being built on the two auxiliary abutments (12,13), the two arch-axis bending beams (4,5) being connected to the main girder (2) via a plurality of inhaul cables. A method for constructing said arch bridge is also disclosed. Through the dual-arch axis of two arch-axis bending beams, the bending strength of the cross-section of the arch bridge is significantly increased, the bending moment of the cross-section of the arch at the central bearing point is decreased, the vertical displacement at the haunch of the arch is lesser, and the deformation of the main girder is reduced, thus the force of the entire bridge is more reasonable, the construction cost can effectively be reduced and the construction period can be shortened.
First Claim
all claims..Other Claims data not available
Family

- 15 United States
- 10 France
- 8 Japan
- 7 China
- 5 Korea
- 2 Other
Patent Owner(s)
Patent Owner | Address | |
---|---|---|
SHENZHEN MUNICIPAL DESIGN & RESEARCH INSTITUTE CO LTD | 518037 MUNICIPAL DESIGN BUILDING 3007 SUNGANG WEST ROAD FUTIAN DISTRICT SHENZHEN GUANGDONG SHENZHEN CITY GUANGDONG PROVINCE 518037 | |
SHENZHEN BRIDGE DESIGN & RESEARCH INSTITUTE CO LTD | ROOM 1004 10TH FLOOR DUOLI TECHNOLOGY BUILDING NO 105 MEIHUA ROAD FUTIAN DISTRICT GUANGDONG SHENZHEN 518089 |
International Classification(s)

- 2011 Application Filing Year
- E01D Class
- 50 Applications Filed
- 45 Patents Issued To-Date
- 90 % Issued To-Date
Inventor(s)
Inventor Name | Address | # of filed Patents | Total Citations |
---|---|---|---|
Chen, Yiyan | Shenzhen, CN | 99 | 1929 |
# of filed Patents : 99 Total Citations : 1929 | |||
Guo, Shuai | Shenzhen, CN | 57 | 197 |
# of filed Patents : 57 Total Citations : 197 | |||
Li, Min | Shenzhen, CN | 751 | 7676 |
# of filed Patents : 751 Total Citations : 7676 | |||
Li, Yong | Shenzhen, CN | 1229 | 7974 |
# of filed Patents : 1229 Total Citations : 7974 | |||
Xiao, Fangfang | Shenzhen, CN | 1 | 0 |
# of filed Patents : 1 Total Citations : 0 |
Cited Art Landscape
- No Cited Art to Display

Patent Citation Ranking
- 0 Citation Count
- E01D Class
- 0 % this patent is cited more than
- 10 Age
Forward Cite Landscape
- No Forward Cites to Display

Maintenance Fees
Fee | Large entity fee | small entity fee | micro entity fee | due date |
---|---|---|---|---|
11.5 Year Payment | $7400.00 | $3700.00 | $1850.00 | Oct 7, 2026 |
Fee | Large entity fee | small entity fee | micro entity fee |
---|---|---|---|
Surcharge - 11.5 year - Late payment within 6 months | $160.00 | $80.00 | $40.00 |
Surcharge after expiration - Late payment is unavoidable | $700.00 | $350.00 | $175.00 |
Surcharge after expiration - Late payment is unintentional | $1,640.00 | $820.00 | $410.00 |
Full Text

Matter Detail

Renewals Detail
