CN105651474A - On-beam beam transporting simulation loading test method for prestressed concrete full-hole prefabricated box beam - Google Patents
On-beam beam transporting simulation loading test method for prestressed concrete full-hole prefabricated box beam Download PDFInfo
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- CN105651474A CN105651474A CN201511029145.5A CN201511029145A CN105651474A CN 105651474 A CN105651474 A CN 105651474A CN 201511029145 A CN201511029145 A CN 201511029145A CN 105651474 A CN105651474 A CN 105651474A
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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
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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
- G01M5/0033—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining damage, crack or wear
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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
- G01M5/0041—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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- Aviation & Aerospace Engineering (AREA)
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- Bridges Or Land Bridges (AREA)
Abstract
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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)
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CN105651474A true CN105651474A (en) | 2016-06-08 |
CN105651474B CN105651474B (en) | 2018-01-02 |
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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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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106546495A (en) * | 2016-11-09 | 2017-03-29 | 广西交通科学研究院 | The naked beam Static Load Test Method of Loading Control moment of flexure is determined based on strain |
CN109183599A (en) * | 2018-08-09 | 2019-01-11 | 中铁大桥勘测设计院集团有限公司 | One kind is asymmetric to choose greatly arm-steel case composite 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 |
CN110387806A (en) * | 2019-07-31 | 2019-10-29 | 中交路桥北方工程有限公司 | A kind of restressed beam slab deflection deformation control method |
CN111551326A (en) * | 2020-05-28 | 2020-08-18 | 广西交科集团有限公司 | Displacement monitoring method for settlement foundation layered casting concrete beam |
CN111859768A (en) * | 2020-07-30 | 2020-10-30 | 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 (3)
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---|---|---|---|---|
KR100262612B1 (en) * | 1997-10-15 | 2001-03-02 | 정몽규 | Method for analysing stiffness and durability of three-door vehicle chassis |
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 |
-
2015
- 2015-12-31 CN CN201511029145.5A patent/CN105651474B/en active Active
Patent Citations (3)
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 |
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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曾新霞 等: "预应力混凝土连续梁的计算和静载试验分析", 《特种结构》 * |
李文盛: "碳纤维加固混凝土梁的有限元分析", 《安徽建筑》 * |
Cited By (13)
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 |
CN106546495A (en) * | 2016-11-09 | 2017-03-29 | 广西交通科学研究院 | The naked beam Static Load Test Method of Loading Control moment of flexure 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 |
CN109183599A (en) * | 2018-08-09 | 2019-01-11 | 中铁大桥勘测设计院集团有限公司 | One kind is asymmetric to choose greatly arm-steel case composite 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 |
CN110387806A (en) * | 2019-07-31 | 2019-10-29 | 中交路桥北方工程有限公司 | A kind of restressed beam slab deflection deformation control method |
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 |
CN111551326A (en) * | 2020-05-28 | 2020-08-18 | 广西交科集团有限公司 | Displacement monitoring method for settlement foundation layered casting concrete beam |
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 |
CN111859768A (en) * | 2020-07-30 | 2020-10-30 | 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 |
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 |
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CN105651474B (en) | 2018-01-02 |
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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. |