CN105651474B - Beam analog loading test method is transported on prestressed concrete entire precasting box girders beam - Google Patents
Beam analog loading test method is transported on prestressed concrete entire precasting box girders beam Download PDFInfo
- Publication number
- CN105651474B CN105651474B CN201511029145.5A CN201511029145A CN105651474B CN 105651474 B CN105651474 B CN 105651474B CN 201511029145 A CN201511029145 A CN 201511029145A CN 105651474 B CN105651474 B CN 105651474B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0008—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings of bridges
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0033—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining damage, crack or wear
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0041—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
- G01M5/005—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems
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- Engineering & Computer Science (AREA)
- Aviation & Aerospace Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims (9)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201511029145.5A CN105651474B (en) | 2015-12-31 | 2015-12-31 | Beam analog loading test method is transported on prestressed concrete entire precasting box girders beam |
Applications Claiming Priority (1)
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CN201511029145.5A CN105651474B (en) | 2015-12-31 | 2015-12-31 | Beam analog loading test method is transported on prestressed concrete entire precasting box girders beam |
Publications (2)
Publication Number | Publication Date |
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CN105651474A CN105651474A (en) | 2016-06-08 |
CN105651474B true CN105651474B (en) | 2018-01-02 |
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Family Applications (1)
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CN201511029145.5A Active CN105651474B (en) | 2015-12-31 | 2015-12-31 | Beam analog loading test method is transported on prestressed concrete entire precasting box girders beam |
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CN (1) | CN105651474B (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106546495B (en) * | 2016-11-09 | 2019-01-29 | 广西交通科学研究院有限公司 | The naked beam Static Load Test Method of load control moment is determined based on strain |
CN109183599B (en) * | 2018-08-09 | 2020-09-01 | 中铁大桥勘测设计院集团有限公司 | Asymmetric large cantilever arm-steel box combined structure |
CN109507387A (en) * | 2018-10-26 | 2019-03-22 | 扬州工业职业技术学院 | A kind of construction method of domes original position accumulated loading test |
CN110387806B (en) * | 2019-07-31 | 2021-04-06 | 中交路桥北方工程有限公司 | Prestressed beam slab deflection deformation control method |
CN111551326B (en) * | 2020-05-28 | 2022-01-28 | 广西交科集团有限公司 | Displacement monitoring method for settlement foundation layered casting concrete beam |
CN111859768B (en) * | 2020-07-30 | 2021-07-16 | 广西交科集团有限公司 | Test method for determining deflection of box girder bridge based on single-girder finite element model |
CN112345181A (en) * | 2020-10-23 | 2021-02-09 | 福建广铁钢结构有限公司 | T-beam static load test method |
CN114018170A (en) * | 2021-11-05 | 2022-02-08 | 中交一公局第七工程有限公司 | Prefabricated box girder monitoring method based on BIM |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102767133A (en) * | 2011-05-06 | 2012-11-07 | 东南大学 | Arranging method of sensor for detecting fatigue stress of steel box girder bridge |
CN202582472U (en) * | 2012-05-30 | 2012-12-05 | 交通运输部公路科学研究所 | Concrete shrinkage and creep self-identification monitoring system of prestressed concrete box beam |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100262612B1 (en) * | 1997-10-15 | 2001-03-02 | 정몽규 | Method for analysing stiffness and durability of three-door vehicle chassis |
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2015
- 2015-12-31 CN CN201511029145.5A patent/CN105651474B/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102767133A (en) * | 2011-05-06 | 2012-11-07 | 东南大学 | Arranging method of sensor for detecting fatigue stress of steel box girder bridge |
CN202582472U (en) * | 2012-05-30 | 2012-12-05 | 交通运输部公路科学研究所 | Concrete shrinkage and creep self-identification monitoring system of prestressed concrete box beam |
Non-Patent Citations (2)
Title |
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碳纤维加固混凝土梁的有限元分析;李文盛;《安徽建筑》;20081231;第15卷(第1期);第91-93页 * |
预应力混凝土连续梁的计算和静载试验分析;曾新霞 等;《特种结构》;20140630;第31卷(第3期);第87-91页 * |
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CN105651474A (en) | 2016-06-08 |
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CP01 | Change in the name or title of a patent holder |
Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Co-patentee after: CHINA RAILWAY ERJU CORPORATION CHING ENGINEERING Co.,Ltd. Patentee after: China Railway Second Bureau Construction Co.,Ltd. Address before: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Co-patentee before: CHINA RAILWAY ERJU CORPORATION CHING ENGINEERING Co.,Ltd. Patentee before: CHINA RAILWAY NO.2 ENGINEERING GROUP Co.,Ltd. |
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Effective date of registration: 20190808 Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Co-patentee after: CHINA RAILWAY ERJU CORPORATION CHING ENGINEERING Co.,Ltd. Patentee after: CHINA RAILWAY NO.2 ENGINEERING GROUP Co.,Ltd. Address before: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Co-patentee before: CHINA RAILWAY ERJU CORPORATION CHING ENGINEERING Co.,Ltd. Patentee before: China Railway Second Bureau Construction Co.,Ltd. |
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TR01 | Transfer of patent right |