CN103966956B - A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method - Google Patents
A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method Download PDFInfo
- Publication number
- CN103966956B CN103966956B CN201410229940.8A CN201410229940A CN103966956B CN 103966956 B CN103966956 B CN 103966956B CN 201410229940 A CN201410229940 A CN 201410229940A CN 103966956 B CN103966956 B CN 103966956B
- Authority
- CN
- China
- Prior art keywords
- concrete
- anchor
- steel
- steel pipe
- anchor ear
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 165
- 239000010959 steel Substances 0.000 title claims abstract description 165
- 239000004567 concrete Substances 0.000 title claims abstract description 85
- 238000010276 construction Methods 0.000 title claims abstract description 43
- 230000002787 reinforcement Effects 0.000 claims abstract description 28
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 15
- 238000004140 cleaning Methods 0.000 claims description 8
- 238000002347 injection Methods 0.000 claims description 8
- 239000007924 injection Substances 0.000 claims description 8
- 241000406668 Loxodonta cyclotis Species 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 5
- 238000004364 calculation method Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 238000005553 drilling Methods 0.000 claims description 3
- 239000000428 dust Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000008439 repair process Effects 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000007906 compression Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method, comprises the steel pipe for use in reinforcement performance of concrete column confined for being separately fixed at raw steel reinforced concrete independence pier stud both sides, for realizing anchor ear device that transverse direction connects between steel pipe for use in reinforcement performance of concrete column confined with raw steel reinforced concrete independence pier stud and be used for the anchor device that steel pipe for use in reinforcement performance of concrete column confined and cushion cap realize bottom anchor.The present invention utilizes steel pipe to concrete confined effect, be conducive to improving concrete anti-compression ability, laterally connect by anchor ear device newly-increased steel core concrete column and former pier stud being realized anchor ear, be conducive to the lateral stability of newly-increased steel core concrete column, have simple structure, stressed clear and definite rationally, the advantage such as construction technology is simple and easy to do, be applied to the reinforcing of highway ramp bridge and city intersection single-column bridge pier, the lateral stability type of bridge construction can be ensured, can economize on resources again.
Description
Technical field
The present invention relates to the bridge engineering of engineering construction field, particularly relate to a kind of bracing means and construction method of bridge engineering single-column bridge pier.
Background technology
Reduce land occupation, the increase visual field and bridge type advantage attractive in appearance owing to having, Single column pier bridge is widely used in China's city intersection, high speed ring road bridge.Because the vehicle of China's overload three or four times is too many, but the overload that designer considers is substantially all in the bending resistance resistance to compression of bridge, but does not take into full account the problem of the accidental unbalance loading of continuous overweight vehicle.The generation of the up ramp bridge capsizing case in Three links theory efforts of everyone viaduct Honghu road occurred along with on August 24th, 2012, cause the discussion of domestic multidigit bridge design expert to the recessive defect of Single column pier bridge, from current specifications, highway in China bridge specification, to the relevant regulations of Single column pier bridge lateral overturning stability, still belongs to blank.How the existing Single column pier bridge built up is carried out fast, economical, rationally and safely implement to reinforce, be a public safety problem and technical problem urgently solved.For Single column pier Problems existing, conventional Scheme of Strengthening is bar planting on original cushion cap, two Reinforced Concrete Pier Columns are newly built in former pier stud both sides, then with jack by case beam a little jack-up have some, at increase by two pier stud tops, two bearings are installed, but this Scheme of Strengthening has some shortcoming, the pier stud namely increased does not connect with former pier stud, and stability is bad; Long construction period; Concreting is vibrated operating difficulties etc.
Summary of the invention
The utility model is exactly the safety problem brought for the transverse overturning stability deficiency that existing expressway ramp bridge and urban interchange single-column bridge pier exist, a kind of simple and practical hood type concrete filled steel tube single-column bridge pier fastening device of proposition and construction method.
First providing a kind of hood type concrete filled steel tube and reinforce single-column Bridge Pier Construction device, comprising the steel pipe for use in reinforcement performance of concrete column confined for being separately fixed at raw steel reinforced concrete independence pier stud both sides, for the anchor ear device laterally connected and the anchor device being used for steel pipe for use in reinforcement performance of concrete column confined and cushion cap to realize bottom anchor will be realized between steel pipe for use in reinforcement performance of concrete column confined with raw steel reinforced concrete independence pier stud; Described steel pipe for use in reinforcement performance of concrete column confined is made up of the steel pipe of outside and the concrete of inside; Described anchor ear device comprises the first anchor ear for clamping raw steel reinforced concrete independence pier stud, for clamping the second anchor ear of steel pipe for use in reinforcement performance of concrete column confined, for cushioning, be connected in the first steel pad case between the first anchor ear and the second anchor ear and for the second steel pad case of cushioning two the second anchor ear outer ends respectively, and fastening by fastening bolt between described steel pad case and corresponding anchor ear.
Such scheme can more preferably:
Described anchor device comprises with the anchor plate of described steel pipe bottom welding and is fixed on the expansion anchor coordinated in cushion cap and with the anchor hole that anchor plate is preset.
By being welded and fixed between the second described anchor ear and steel pipe.
Concrete in described steel pipe adopts C50 pea gravel concreten.
Then provide a kind of above-mentioned hood type concrete filled steel tube to reinforce the construction method of single-column Bridge Pier Construction device, comprise the following steps:
The first step, cleaning setting-out: earthing or the foreign material of cleaning out cushion cap top, according to designing the plan-position setting-out of anchor plate to cushion cap top;
Second step, boring cleaning: be put into by anchor plate on design attitude, then get out anchor hole, drilling depth should meet the installation requirement of anchoring expansion anchor, and by wherein dust complete liquidation is clean;
3rd step, installs anchor device: install expansion anchor from outside to inside, thus complete the installation of anchor device, the gap between anchor plate and cushion cap, is closed by grout injection;
4th step, installs steel pipe: on the anchor plate of anchor device, install fixing steel pipe;
5th step, anchor ear device is installed: the both sides first the first anchor ear, the second anchor ear being placed into respectively raw steel reinforced concrete independence pier stud and steel pipe for use in reinforcement performance of concrete column confined during installation, again the second steel pad case, the first steel pad case are placed on respectively the outer end of the second anchor ear, between the first anchor ear and the second anchor ear, then connected with the first anchor ear, the second anchor ear respectively by the two ends of fastening bolt by the first steel pad case, second steel pad case is connected with the second anchor ear, realizes anchor ear device and connect with the anchor ear of raw steel reinforced concrete independence pier stud and steel pipe for use in reinforcement performance of concrete column confined; Finally be welded and fixed between the second anchor ear and the outside steel pipe of steel pipe for use in reinforcement performance of concrete column confined;
6th step, pressure injection concrete filled steel tube: first at steel pipe top welding end socket steel plate, in steel pipe top, ventilating pipe is installed, steel pipe lower weld elephant trunk and connect concrete ground pump, then by concrete by the concrete of concrete ground pump in the middle of lift-up method pressure injection steel pipe;
7th step, after the intensity of concrete filled steel tube meets the demands, cuts off ventilating pipe and elephant trunk, and by opening welded closure;
8th step: top jack being put into raw steel reinforced concrete independence pier stud, by bridge superstructure case beam a little jack-up have some, in steel pipe for use in reinforcement concrete pier column top, support steel backing plate is installed, unloads jack, complete the stress check calculation of newly-increased reinforcing concrete filled steel tube pier stud.
Above-mentioned construction method can be improved to further:
When the 5th described step installs anchor ear device, set up mounting bracket in installation site, then coordinated by leading block of chain, hoist engine or tackle pulley and anchor ear device is installed.
Described construction method also comprises the 9th step: carry out anticorrosion repair process to the anchor device of the outside steel pipe of steel pipe for use in reinforcement performance of concrete column confined, anchor ear device and bottom.
Hood type concrete filled steel tube of the present invention reinforces single-column Bridge Pier Construction device, compared with conventional Scheme of Strengthening, has following remarkable advantage:
(1) simple structure.The present invention is made up of several parts such as bottom anchor device, steel pipe, anchor ear device and support steel backing plates, constructs fairly simple, is convenient to processing and fabricating, transport and installation.
(2) system is stressed clear and definite, reasonable.Make full use of steel pipe to concrete confined effect, be conducive to improving concrete anti-compression ability, connect newly-increased steel core concrete column and former pier stud being realized anchor ear transverse direction by anchor ear device, be conducive to the lateral stability of newly-increased steel core concrete column.
(3) manufacture craft is simple.Several parts such as bottom anchor device, steel pipe, anchor ear device and supporting steel backing plate that the present invention is used, because simple structure, general structure steel fabrication producer can do, and makes quality comparation and easily controls.
(4) construction technology is easy, easily implements.During strengthening construction, except two lifting steel pipes need small-sized crane to coordinate except installation, remaining component just can complete installation with the small machine such as leading block of chain or hoist engine, and construction technology is simple, can ensure construction quality.
In sum, a kind of reinforced steel pile tube of the present utility model and steel pipe column have simple structure, stressed clear and definite rationally, the advantage such as construction technology is simple and easy to do, be applied to the reinforcing of highway ramp bridge and city intersection single-column bridge pier, the lateral stability type of bridge construction can be ensured, can economize on resources again, there is higher popularization and value.
Accompanying drawing explanation
Fig. 1 hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device general arrangement;
Fig. 2 hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device elevation;
1-1 profile in Fig. 3 Fig. 1;
2-2 profile in Fig. 4 Fig. 1;
The organigram of Fig. 5 anchor ear A;
Fig. 6 anchor ear B organigram;
Fig. 7 steel pad case A organigram;
Fig. 8 steel pad case B organigram;
Fig. 9 hood type concrete filled steel tube reinforces the concrete lift-up construction schematic diagram of single-column Bridge Pier Construction device;
In figure: 1, cast-in-place bridge case beam (containing middle cross beam); 2, support steel backing plate, 3, raw steel reinforced concrete independence pier stud, 4, steel pipe for use in reinforcement performance of concrete column confined, 4-1, steel pipe, 4-2, concrete, 5, anchor ear device, 5-1, anchor ear A, 5-2, anchor ear B, 5-3, steel pad case A, 5-4, steel pad case B, 6, anchor device, 6-1, anchor plate, 6-2, expansion anchor, 7, cushion cap, 8, steel pipe ventilating pipe, 9, elephant trunk, 10, concrete ground pump, 11, concrete tank.
Detailed description of the invention
Below in conjunction with accompanying drawing, working of an invention mode is described further, but not as a limitation of the invention.
A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device, by support steel backing plate 2, steel pipe for use in reinforcement performance of concrete column confined 4, a few part composition such as anchor ear device 5 and anchor device 6, wherein steel pipe for use in reinforcement performance of concrete column confined 4 is made up of steel pipe 4-1 and rear Pumping concrete 4-2, anchor ear device 5 clamps steel pipe for use in reinforcement performance of concrete column confined 4 by anchor ear A 5-1(), anchor ear B 5-2(clamps raw steel reinforced concrete independence pier stud 3), steel pad case A 5-3(difference cushioning is in the outer end of two anchor ear A 5-1), steel pad case B 5-4(connects, cushioning is between anchor ear A 5-1 and anchor ear B 5-2) and several component composition such as fastening bolt, bottom anchor device 6 is made up of anchor plate 6-1 and expansion anchor 6-2.
The making step that a kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device is:
The first step: according to raw steel reinforced concrete independence pier stud 3 and cushion cap 7 size, and theoretical calculation analysis, determine the scantling of steel pipe for use in reinforcement performance of concrete column confined 4, anchor ear device 5, anchor device 6, and the inside of bracing means is arranged and layout;
Second step: entrust the unit possessing steel work processing qualification, processing and fabricating anchor plate, steel pipe, anchor ear device, support steel backing plate;
3rd step: after strenthening member is completed by producer, first should carrying out entirety examination assembled, through inspecting for acceptance, should meet design requirement;
4th step: the preservative treatment of component.Before component dispatches from the factory, should require to carry out anticorrosion of steel structure process according to related specifications, then entrucking can be transported to job site.
A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device construction method:
The first step: cleaning setting-out.Remove the earthing at cushion cap 7 top or foreign material and clean out, the position of carrying out anchor plate 6 according to the plan-position of design is released.
Second step: boring cleaning.Be put on design attitude by anchor plate 6-1, by basis reserved anchor hole above, anchor hole come outbreak out with Churn drill one by one, drilling depth should meet the installation requirement of expansion anchor 6-2, with air compressor machine will wherein dust complete liquidation be clean;
3rd step: install anchor device 6.From outside to inside expansion anchor 6-2 is installed, thus completes the installation of anchor device 6, the gap between anchor plate 6-1 and cushion cap 7, closed by perfusion high-mark cement slurry;
4th step: install steel pipe 4-1.On the anchor plate 6-1 of anchor device 6, coordinate with small-sized crane and steel pipe 4-1 is installed.
5th step: install anchor ear device.Manually set up mounting bracket in the position of installing anchor ear device 5, then leading block of chain or the small machine such as hoist engine, tackle pulley coordinate installation anchor ear device 5, first anchor ear A 5-1, anchor ear B 5-2 are placed into the both sides of newly-increased steel pipe 4-1 and raw steel reinforced concrete independence pier stud 3 during installation, again steel pad case A 5-3 and steel pad case B 5-4 is put into anchor ear A 5-1 outer end respectively, between anchor ear A 5-1 and anchor ear B 5-2, wears fastening bolt and anchor ear device 5 and raw steel reinforced concrete independence pier stud 3 and newly-increased steel pipe 4 are realized anchor ear connect.Be welded and fixed between anchor ear A 5-1 and newly-increased steel pipe 4-1 with electric welding.
6th step.Pressure injection concrete filled steel tube.First at steel pipe 4-1 welded top end socket steel plate, at steel pipe 4-1 top, steel pipe ventilating pipe 8 is installed, at the lower weld elephant trunk 9 of steel pipe 4-1, connect concrete ground pump 10, by concrete manufacturer production C50 pea gravel concreten, be transported to job site with concrete tank 11, be directly put in concrete ground pump 10, with the concrete 4-2 in the middle of lift-up method pressure injection steel pipe 4-1.
7th step: after the intensity of the concrete 4-2 in steel pipe 4-1 meets the demands, cut off steel pipe ventilating pipe 8 and elephant trunk 9, and by opening welded closure.
8th step: top jack being put into raw steel reinforced concrete independence pier stud 3, by bridge superstructure case beam and cast-in-place bridge case beam 1(containing middle cross beam) a little jack-up have some, at steel pipe 4 top, support steel backing plate 2 is installed, unloads jack, complete the stress check calculation of newly-increased steel core concrete column.
9th step: steel beam column is exposed to steel pipe column, anchor ear device and bottom anchor device etc. and carries out anticorrosion repair process.
Except the technical characteristic described in this manual, be the known technology of those skilled in the art.
Claims (4)
1. hood type concrete filled steel tube reinforces a construction method for single-column Bridge Pier Construction device, it is characterized in that: described hood type concrete filled steel tube is reinforced single-column Bridge Pier Construction device and comprised steel pipe for use in reinforcement performance of concrete column confined for being separately fixed at raw steel reinforced concrete independence pier stud both sides, for realizing the anchor ear device that transverse direction connects and the anchor device being used for steel pipe for use in reinforcement performance of concrete column confined and cushion cap to realize bottom anchor between steel pipe for use in reinforcement performance of concrete column confined with raw steel reinforced concrete independence pier stud; Described steel pipe for use in reinforcement performance of concrete column confined is made up of the steel pipe of outside and the concrete of inside; Described anchor ear device comprises the first anchor ear for clamping raw steel reinforced concrete independence pier stud, for clamping the second anchor ear of steel pipe for use in reinforcement performance of concrete column confined, for cushioning, be connected in the first steel pad case between the first anchor ear and the second anchor ear and for the second steel pad case of cushioning two the second anchor ear outer ends respectively, and fastening by fastening bolt between described steel pad case and corresponding anchor ear; Described anchor device comprises with the anchor plate of described steel pipe bottom welding and is fixed on the expansion anchor coordinated in cushion cap and with the anchor hole that anchor plate is preset; Construction method comprises the following steps:
The first step, cleaning setting-out: earthing or the foreign material of cleaning out cushion cap top, according to designing the plan-position setting-out of anchor plate to cushion cap top;
Second step, boring cleaning: be put into by anchor plate on design attitude, then get out anchor hole, drilling depth should meet the installation requirement of anchoring expansion anchor, and by wherein dust complete liquidation is clean;
3rd step, installs anchor device: install expansion anchor from outside to inside, thus complete the installation of anchor device, the gap between anchor plate and cushion cap, is closed by grout injection;
4th step, installs steel pipe: on the anchor plate of anchor device, install fixing steel pipe;
5th step, anchor ear device is installed: the both sides first the first anchor ear, the second anchor ear being placed into respectively raw steel reinforced concrete independence pier stud and steel pipe for use in reinforcement performance of concrete column confined during installation, again the second steel pad case, the first steel pad case are placed on respectively the outer end of the second anchor ear, between the first anchor ear and the second anchor ear, then connected with the first anchor ear, the second anchor ear respectively by the two ends of fastening bolt by the first steel pad case, second steel pad case is connected with the second anchor ear, realizes anchor ear device and connect with the anchor ear of raw steel reinforced concrete independence pier stud and steel pipe for use in reinforcement performance of concrete column confined; Finally be welded and fixed between the second anchor ear and the outside steel pipe of steel pipe for use in reinforcement performance of concrete column confined;
6th step, pressure injection concrete filled steel tube: first at steel pipe top welding end socket steel plate, in steel pipe top, ventilating pipe is installed, steel pipe lower weld elephant trunk and connect concrete ground pump, then by concrete by the concrete of concrete ground pump in the middle of lift-up method pressure injection steel pipe;
7th step, after the intensity of concrete filled steel tube meets the demands, cuts off ventilating pipe and elephant trunk, and by opening welded closure;
8th step: top jack being put into raw steel reinforced concrete independence pier stud, by bridge superstructure case beam a little jack-up have some, in steel pipe for use in reinforcement concrete pier column top, support steel backing plate is installed, unloads jack, complete the stress check calculation of newly-increased reinforcing concrete filled steel tube pier stud.
2. hood type concrete filled steel tube according to claim 1 reinforces the construction method of single-column Bridge Pier Construction device, it is characterized in that: the concrete in described steel pipe adopts C50 pea gravel concreten.
3. hood type concrete filled steel tube according to claim 1 reinforces the construction method of single-column Bridge Pier Construction device, it is characterized in that, when described 4th step installs steel pipe, adopts small-sized crane to coordinate and installs steel pipe; When the 5th described step installs anchor ear device, set up mounting bracket in installation site, then coordinated by leading block of chain, hoist engine or tackle pulley and anchor ear device is installed.
4. hood type concrete filled steel tube according to claim 3 reinforces the construction method of single-column Bridge Pier Construction device, it is characterized in that, described construction method also comprises the 9th step: carry out anticorrosion repair process to the anchor device of the outside steel pipe of steel pipe for use in reinforcement performance of concrete column confined, anchor ear device and bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410229940.8A CN103966956B (en) | 2014-02-19 | 2014-05-28 | A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410055276.X | 2014-02-19 | ||
| CN201410055276 | 2014-02-19 | ||
| CN201410055276X | 2014-02-19 | ||
| CN201410229940.8A CN103966956B (en) | 2014-02-19 | 2014-05-28 | A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103966956A CN103966956A (en) | 2014-08-06 |
| CN103966956B true CN103966956B (en) | 2015-10-14 |
Family
ID=51236925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410229940.8A Active CN103966956B (en) | 2014-02-19 | 2014-05-28 | A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103966956B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988423B (en) * | 2017-04-12 | 2022-08-30 | 中铁工程设计咨询集团有限公司 | Rail transit elevated station |
| CN106930191B (en) * | 2017-04-21 | 2018-07-24 | 中交一公局第一工程有限公司 | A kind of cast-in-situ box girder hoop bracket system and its construction method |
| CN108118911B (en) * | 2018-01-02 | 2023-08-18 | 山东省路桥集团有限公司 | Detachable steel tube concrete supporting device and using method |
| CN110258298B (en) * | 2019-06-06 | 2024-07-16 | 中铁第四勘察设计院集团有限公司 | Bridge-loading pier for urban rail transit cable |
| CN111910535B (en) * | 2020-07-21 | 2022-04-15 | 北京国道通公路设计研究院股份有限公司 | Nondestructive reinforcement supporting system for single-column pier bridge and construction method |
| CN114775463A (en) * | 2022-05-24 | 2022-07-22 | 中铁大桥科学研究院有限公司 | Rapid reinforcing device and method for bridge pier after transverse damage |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000031360A1 (en) * | 1998-11-24 | 2000-06-02 | Hexcel Corporation | Non-toxic reinforcement of structures in high moisture environments |
| CN101457584A (en) * | 2008-12-30 | 2009-06-17 | 中铁大桥局集团第三工程有限公司 | Steel tube connecting mechanism for bridge construction |
| CN203160142U (en) * | 2013-01-18 | 2013-08-28 | 四川省交通运输厅公路规划勘察设计研究院 | Jacking bridge steel hoop support system |
| CN203866716U (en) * | 2014-02-19 | 2014-10-08 | 科达集团股份有限公司 | Hoop type construction device for reinforcing single-column pier with concrete filled steel tubes |
-
2014
- 2014-05-28 CN CN201410229940.8A patent/CN103966956B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000031360A1 (en) * | 1998-11-24 | 2000-06-02 | Hexcel Corporation | Non-toxic reinforcement of structures in high moisture environments |
| CN101457584A (en) * | 2008-12-30 | 2009-06-17 | 中铁大桥局集团第三工程有限公司 | Steel tube connecting mechanism for bridge construction |
| CN203160142U (en) * | 2013-01-18 | 2013-08-28 | 四川省交通运输厅公路规划勘察设计研究院 | Jacking bridge steel hoop support system |
| CN203866716U (en) * | 2014-02-19 | 2014-10-08 | 科达集团股份有限公司 | Hoop type construction device for reinforcing single-column pier with concrete filled steel tubes |
Non-Patent Citations (3)
| Title |
|---|
| 连续独柱墩桥梁抗倾覆安全评价及加固设计方案研究;徐超;《交通科技》;20131031(第5期);第49-51页 * |
| 钢管混凝土拱肋泵送混凝土脱空成因分析与试验观察;饶德军等;《铁道建筑》;20050331(第3期);第14-16页 * |
| 陈正立.互通匝道桥独柱墩抗倾覆加固设计探讨.《城市建设理论研究(电子版)》.2013,(第8期),1-7. * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103966956A (en) | 2014-08-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103966956B (en) | A kind of hood type concrete filled steel tube reinforces single-column Bridge Pier Construction device and construction method | |
| CN203866716U (en) | Hoop type construction device for reinforcing single-column pier with concrete filled steel tubes | |
| CN101899907B (en) | Reinforced concrete column replacing and reinforcing method and device for unloading load of reinforced concrete column | |
| CN105926470B (en) | Elevated bridge remodeling method | |
| CN104652293A (en) | Cable-stayed bridge structure used for reinforcing PSC (Pre-stressed Concrete) continuous box girder bridge and construction method | |
| CN104294769B (en) | A kind of piling and the construction method increasing the built bridge abutment structure of platform cap composite reinforcement | |
| CN109162204B (en) | Construction method for transverse block rapid assembling of bridge substructure | |
| CN103866693A (en) | Installing method of reinforced concrete bowstring rod arch bridge arch ribs and hanging auxiliary bridge | |
| CN105421254A (en) | In-situ repairing method of upper pinner of rail transit bridge support and pinner formwork | |
| CN109826222B (en) | Structure for reinforcing pile table connection and construction method thereof | |
| CN106759563A (en) | A kind of device for pile foundation repairing and reinforcing and the construction method using the device | |
| CN104652244A (en) | Suspension bridge structure used for reinforcing PSC (Pre-stressed Concrete) continuous box girder bridge and construction method | |
| CN204097889U (en) | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement | |
| CN207331394U (en) | Embedded prefabricated road plate of corner protection assembled | |
| CN103850162B (en) | Bridge-type combining structure pavement system and construction method thereof | |
| CN104372746B (en) | The prefabricated post stretching Simple T-Girders note concrete form support of railroad bridge and mounting process thereof | |
| CN108221954B (en) | Easy-to-detach prefabricated underground diaphragm wall, lifting appliance and construction method | |
| CN110512514A (en) | A kind of assembled bridge pier | |
| CN111486060B (en) | Fan foundation recycling method | |
| CN104278621B (en) | Pin-connected panel regenerates concrete filled steel tube Y type bridge piers | |
| CN204589798U (en) | A kind of packaged type bridges seam stretching device | |
| CN206591552U (en) | A kind of device for pile foundation repairing and reinforcing | |
| CN208266645U (en) | A kind of removing device for large-scale overmolded prefabricated section | |
| CN206902719U (en) | Preassembling support beam combines support system | |
| CN205857260U (en) | A kind of Road Bridge Pile Foundation bracing means |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: JIANGSU FIVE-RING CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: KEDA GROUP CO., LTD. Effective date: 20150906 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Jianhua Inventor before: Wang Weikai Inventor before: Cao Zhenqing Inventor before: Chen Gangquan Inventor before: Li Lei |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: WANG WEIKAI CAO ZHENQING CHEN GANGQUAN LI LEI TO: ZHANG JIANHUA |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20150906 Address after: 215300 808-1 Kunshan Road, North Lucheng Road, Yushan Town, Suzhou City, Jiangsu Province, China Applicant after: Jiangsu Five-Ring Construction Co., Ltd. Address before: 257091 Shandong city of Dongying province Dongying District Front Street No. 65 Applicant before: Keda Group Co., Ltd. |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 215000 No. 119, Zhengyi Ruixiang Road, Bacheng Town, Kunshan City, Suzhou City, Jiangsu Province Patentee after: Jiangsu Wuhuan Construction Engineering Group Co.,Ltd. Address before: 215300 No. 808-1 and 2 Lucheng Road, Yushan Town, Kunshan City, Suzhou City, Jiangsu Province Patentee before: JIANGSU WUHUAN CONSTRUCTION CO.,LTD. |
|
| CP03 | Change of name, title or address |