JPH01154907A - Position correcting/fixing method of arch ring constituent semi-arch in arch bridge - Google Patents
Position correcting/fixing method of arch ring constituent semi-arch in arch bridgeInfo
- Publication number
- JPH01154907A JPH01154907A JP31222387A JP31222387A JPH01154907A JP H01154907 A JPH01154907 A JP H01154907A JP 31222387 A JP31222387 A JP 31222387A JP 31222387 A JP31222387 A JP 31222387A JP H01154907 A JPH01154907 A JP H01154907A
- Authority
- JP
- Japan
- Prior art keywords
- arch
- semi
- bearing
- abutment
- bridge
- 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
Links
- 239000000470 constituent Substances 0.000 title 1
Abstract
PURPOSE: To enable a minute adjustment at the time of connecting arches by erecting a semi-arch part on a supporting bearing of a rotation bearing for fixing a semi-arch-part to an arch-abutment, and by providing an expandable flat jack between the supporting bearing and the upper shoe.
CONSTITUTION: The lower shoe 2 of a rotation bearing 1 is fixed to an arch- abutment 3 for fixing and holding the arch 8 of an arch bridge. On the other hand, a jack housing flat chamber is provided between the upper shoe 4 of a rotation bearing 1 and a supporting bearing 5 placed on the upper thereof for housing an expandable flat jack. After the half part 8 of the arch part is successively constructed on the supporting bearing 5, a semi-arch part is loweringly turned making a center of the rotation bearing to be connected to the semi-arch 8 on the opposite side. The difference at the time of connection is corrected by the expansion of the flat jack. Then, the distance between the base end of the semi-arch part 8 and the arch-abutment 3 is fixed by concrete. Thus, the positional correction can be easily carried out.
COPYRIGHT: (C)1989,JPO
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31222387A JPH041123B2 (en) | 1987-12-11 | 1987-12-11 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31222387A JPH041123B2 (en) | 1987-12-11 | 1987-12-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01154907A true JPH01154907A (en) | 1989-06-16 |
JPH041123B2 JPH041123B2 (en) | 1992-01-10 |
Family
ID=18026666
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31222387A Expired JPH041123B2 (en) | 1987-12-11 | 1987-12-11 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH041123B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110438906A (en) * | 2019-08-22 | 2019-11-12 | 中铁二十局集团有限公司 | A kind of deck type box arch bridge arch rib construction method |
-
1987
- 1987-12-11 JP JP31222387A patent/JPH041123B2/ja not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110438906A (en) * | 2019-08-22 | 2019-11-12 | 中铁二十局集团有限公司 | A kind of deck type box arch bridge arch rib construction method |
CN110438906B (en) * | 2019-08-22 | 2022-02-15 | 中铁二十局集团有限公司 | Arch rib construction method for deck box type arch bridge |
Also Published As
Publication number | Publication date |
---|---|
JPH041123B2 (en) | 1992-01-10 |
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