CN105256723A - Multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology - Google Patents
Multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology Download PDFInfo
- Publication number
- CN105256723A CN105256723A CN201510553313.4A CN201510553313A CN105256723A CN 105256723 A CN105256723 A CN 105256723A CN 201510553313 A CN201510553313 A CN 201510553313A CN 105256723 A CN105256723 A CN 105256723A
- Authority
- CN
- China
- Prior art keywords
- bridge deck
- concrete
- concrete bridge
- shaped steel
- steel
- 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.)
- Pending
Links
Abstract
The invention relates to a multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology; the technology comprises the following steps: firstly welding shearing force nails on top edge of each H-shape section steel; combining with a bottom concrete bridge deck, and reserving anchor bars on the bottom concrete bridge deck; using a truck crane to transversely mount composite beams formed by the H-shape section steels and bottom concrete bridge decks one by one hole-to-hole, using elastic rubber strips to seal slab joints between the composite beams, using the bottom concrete bridge deck as a template, binding a top deck steel network with the anchor bars, and finally casting-in-situ an upper concrete slab on the bottom concrete bridge deck; the upper concrete slab and the bottom concrete bridge deck are connected through the anchor bars and the shearing force nails, thus forming the multi-girder section steel-doublelayer concrete bridge deck composite beam; the technology considers design, making, construction, and economic factors, is light in weight, fast in speed, short in period, less in land occupation, low in noises, so city original transport cannot be affected, thus providing wide prospect in the municipal bridge application.
Description
Technical field
The present invention relates to the rapid enforcement technology of municipal bridge, be specifically related to the enforcement technology of a kind of many girders formula shaped steel-double layer concrete bridge deck compound beam.
Background technology
Along with China's economy developing rapidly in recent years, automobile pollution increases by geometric progression year by year, urban road traffic flow amount increases severely, imbalance between supply and demand between vehicle and road is more and more sharp-pointed, solve the Urban Traffic Jam Based become increasingly conspicuous, the measures such as normal employing enlarging original path or transformation original path, and the mode that road reformation often adopts newly-built viaduct to be combined with ground level road.
The girder form that current municipal viaduct adopts mainly contains: the large case beam of integral cast-in-situ, prefabricated small box girder or T beam, steel box-girder etc., main girder construction adopts that full framing integral cast-in-situ, Bridge Erector full span erection are assembled substantially, crawler crane or the lifting of mobile crane piecemeal connect, although there is its reasonability, also there is following shortcoming:
(1) raft support method construction takies both wired path area, existing road traffic is easily caused to interrupt or road width reduction, the traffic capacity declines, easily cause traffic congestion, and on-site construction processes is many, noise is large, and speed of application is slow, cycle is long, causes very large impact to the work of surrounding resident and life;
(2) Bridge Erector method erecting small box girder, can only unidirectionally hole-specifically advance, construction speed is slow, transition cost is high, and bridge formation bridge need be dismantled and again assembled, and prefabricated small box girder is installed in the lifting of crawler crane method, small box girder weight often reaches 70 ~ 150t, the transport of case beam is limited by factors restriction, easily causes traffic congestion, and may cause the damage to existing road and bridge;
(3) mobile crane or the segmented installation steel box-girder of crawler crane piecemeal, also need to arrange falsework being welded to connect for girder steel, a large amount of Site Welding is unfavorable for ensureing girder steel quality, and a large amount of welding spark causes very large potential safety hazard to traffick and pedestrian, and structure economics is not good.
Therefore, finding the rapid enforcement technology of a kind of municipal bridge, reduce the harmful effect because bridge construction brings to urban traffic and resident living as far as possible, have good economy simultaneously, is very necessary.
Summary of the invention
The object of the invention is for above-mentioned present situation, aim to provide a kind of lightweight, speed is fast, the cycle is short, it is little to disturb, take up an area less, noise is low, does not affect the enforcement technology of the many girders formula shaped steel-double layer concrete bridge deck compound beam of the original traffic in city.
The implementation of the object of the invention is, the enforcement technology of many girders formula shaped steel-double layer concrete bridge deck compound beam, and concrete steps are as follows:
1) in " work " font shaped steel top flange plate end face welding WELDING STUDS, WELDING STUDS group is formed; Produce bottom plate steel mesh reinforcement in factory modularization, utilize bottom layer of the reinforcing steel net to be prefabricated in the factory and generate bottom precast concrete bridge deck;
2) paste elastic rubber strip one at " work " font shaped steel top flange plate edge, between elastic rubber strip one, pour into epoxy mortar leveling layer;
3) lifting also installing bottom layer precast concrete bridge deck, build slightly expanded concrete and longitudinal wet joint concrete in the WELDING STUDS groove between bottom concrete bridge deck;
4) utilize mobile crane to lift by crane and the compound beam that multi-disc formed by " work " font shaped steel and bottom concrete bridge deck is installed, utilizing the longitudinal plate seam between elastic rubber strip two seal combination beam;
5) produce top layer bridge deck steel mesh reinforcement in factory modularization, transport and top layer concrete slab steel mesh reinforcement is installed, top plate steel mesh reinforcement and anchor bar colligation are linked together;
6) cast-in-place top layer bridge deck concrete on bottom concrete bridge deck, form top layer concrete slab, upper strata concrete slab is connected by anchor bar and WELDING STUDS with bottom concrete plate, and namely upper strata concrete slab and bottom concrete plate connect into many girders formula shaped steel-double layer concrete bridge deck compound beam by anchor bar and WELDING STUDS.
Adopt the present invention first in every sheet " work " font shaped steel top flange welding WELDING STUDS, then combine with bottom concrete plate; Utilize the mobile crane horizontal installation in whole hole piecewise to organize compound beam more, plate seam between recycling elastic rubber strip seal combination beam, bottom concrete plate as template, finally cast-in-place upper strata concrete slab on bottom concrete plate, upper strata concrete slab is connected by anchor bar and WELDING STUDS with bottom concrete plate, forms multiple layer combination girder construction.
The present invention, from design, manufacture, construction, economic dispatch factor, has the features such as lightweight, speed is fast, the cycle is short, take up an area less, noise is low, does not substantially affect the original traffic in city, have a extensive future at municipal bridge.
Accompanying drawing explanation
Fig. 1 is the present invention's first time combination cross-sectional configuration schematic diagram,
Fig. 2 is the A-A direction view of Fig. 1,
Fig. 3 is the B-B direction view of Fig. 1,
Fig. 4 is bottom concrete plate steel mesh reinforcement and prefabricated plane structure schematic diagram,
Fig. 5 is top layer concrete slab steel mesh reinforcement structural representation,
Fig. 6 is that the present invention finally combines cross-sectional configuration schematic diagram.
Detailed description of the invention
Below in conjunction with accompanying drawing to the detailed description of the invention.
Concrete steps of the invention process are as follows:
1) in " work " font shaped steel 1 top flange plate end face welding WELDING STUDS 3, WELDING STUDS group (see Fig. 1) is formed; Produce bottom plate steel mesh reinforcement 9 (see Fig. 4) in factory modularization, utilize bottom layer of the reinforcing steel net 9 to be prefabricated in the factory and generate bottom precast concrete bridge deck 2, wherein anchor bar 4 exposes;
2) paste elastic rubber strip 1 at " work " font shaped steel top flange plate edge, between elastic rubber strip one, pour into epoxy mortar leveling layer 5 (see Fig. 1);
3) lifting also installing bottom layer precast concrete bridge deck 2, build slightly expanded concrete 7 and longitudinal wet joint concrete eight (see Fig. 2,3) in the WELDING STUDS groove between bottom concrete bridge deck;
4) utilize mobile crane to lift by crane and the compound beam that multi-disc formed by " work " font shaped steel 1 and bottom concrete bridge deck 2 is installed, utilizing the longitudinal plate between elastic rubber strip 2 10 seal combination beam to stitch (see Fig. 6);
The compound beam lift heavy formed by " work " font shaped steel and bottom concrete bridge deck is within 50 tons.
5) produce top layer bridge deck steel mesh reinforcement 11 (see Fig. 5) in factory modularization, transport and top layer concrete slab steel mesh reinforcement is installed, top plate steel mesh reinforcement 11 and anchor bar 4 colligation are linked together;
6) cast-in-place top layer bridge deck concrete on bottom concrete bridge deck 2, form top layer concrete slab 12, upper strata concrete slab is connected by anchor bar 4 and WELDING STUDS 3 with bottom concrete plate, is namely constructed into many girders formula shaped steel-double layer concrete bridge deck compound beam (see Fig. 1).
On bottom concrete bridge deck before cast-in-place top layer bridge deck concrete, plucking is carried out to bottom concrete plate top surface, ensure upper and lower two-layer effective combination.
" work " font shaped steel 1, can select steel mill's rolling off-the-shelf, also according to concrete size, Plate Welding can be adopted to form, specifically determine according to girder steel comprehensive cost.
Bottom concrete plate steel mesh reinforcement 9 and top layer concrete slab steel mesh reinforcement 11, for improving processing precision of reinforcing steel bar, and speed of application, modular mechanical processing can be carried out in factory, as condition restriction, on-the-spot colligation also can be adopted to construct.
Bottom concrete plate 2 can factory carry out prefabricated after combine, can concrete shrinkage and creep be reduced like this, improve process velocity and progress, also can combine factory is cast-in-place with girder steel, specifically determine according to bridge scale and bridge location site environment.
The present invention, from design, manufacture, construction, economic dispatch factor, has the features such as lightweight, speed is fast, the cycle is short, take up an area less, noise is low, does not substantially affect the original traffic in city, have a extensive future at municipal bridge.
Claims (3)
1. the enforcement technology of more than girder formula shaped steel-double layer concrete bridge deck compound beam, is characterized in that: concrete steps are as follows:
1) in " work " font shaped steel top flange plate end face welding WELDING STUDS, WELDING STUDS group is formed; Produce bottom plate steel mesh reinforcement in factory modularization, utilize bottom layer of the reinforcing steel net to be prefabricated in the factory and generate bottom precast concrete bridge deck, anchor bar reserved by bottom plate;
2) paste elastic rubber strip one at " work " font shaped steel top flange plate edge, between elastic rubber strip one, pour into epoxy mortar leveling layer;
3) lifting also installing bottom layer precast concrete bridge deck, build slightly expanded concrete and longitudinal wet joint concrete in the WELDING STUDS groove between bottom concrete bridge deck;
4) utilize mobile crane to lift by crane and the compound beam that multi-disc formed by " work " font shaped steel and bottom concrete bridge deck is installed, utilizing the longitudinal plate seam between elastic rubber strip two seal combination beam;
5) produce top layer bridge deck steel mesh reinforcement in factory modularization, transport and top layer concrete slab steel mesh reinforcement is installed, top plate steel mesh reinforcement and anchor bar colligation are linked together;
6) cast-in-place top layer bridge deck concrete on bottom concrete bridge deck, form top layer concrete slab, namely upper strata concrete slab and bottom concrete plate connect into many girders formula shaped steel-double layer concrete bridge deck compound beam by anchor bar and WELDING STUDS.
2. the enforcement technology of many girders formula shaped steel according to claim 1-double layer concrete bridge deck compound beam, is characterized in that: on bottom concrete bridge deck before cast-in-place top layer bridge deck concrete, carry out plucking to bottom concrete plate top surface.
3. the enforcement technology of many girders formula shaped steel according to claim 1-double layer concrete bridge deck compound beam, is characterized in that: the compound beam lift heavy formed by " work " font shaped steel and bottom concrete bridge deck is within 50 tons.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510553313.4A CN105256723A (en) | 2015-09-01 | 2015-09-01 | Multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510553313.4A CN105256723A (en) | 2015-09-01 | 2015-09-01 | Multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105256723A true CN105256723A (en) | 2016-01-20 |
Family
ID=55096639
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510553313.4A Pending CN105256723A (en) | 2015-09-01 | 2015-09-01 | Multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105256723A (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105803919A (en) * | 2016-03-17 | 2016-07-27 | 河海大学 | Prefabricated assembling type steel-concrete combination bridge structure and installing method thereof |
| CN105887649A (en) * | 2016-04-21 | 2016-08-24 | 浙江交通职业技术学院 | Steel-concrete local prefabricated simply supported superposed beam structure adopting layering stud connector and manufacturing technique thereof |
| CN107700345A (en) * | 2017-10-17 | 2018-02-16 | 青海省高等级公路建设管理局 | A kind of wet seam anticorrosion construction method of steel-concrete combination beam and purposes |
| CN108193588A (en) * | 2017-12-29 | 2018-06-22 | 西南交通大学 | A kind of assembled steel-mixed bondbeam shear connector |
| CN108677683A (en) * | 2018-04-28 | 2018-10-19 | 华侨大学 | Improve the combined bridge and production method of shear connector fatigue life |
| CN109338899A (en) * | 2018-11-30 | 2019-02-15 | 西安科技大学 | A kind of the steel reinforced concrete combination beam and its construction method of weldless connection part |
| CN109930466A (en) * | 2019-04-10 | 2019-06-25 | 西南交通大学 | Steel-ECC- concrete combination beam and preparation method thereof |
| CN110359352A (en) * | 2019-08-02 | 2019-10-22 | 中冶长天国际工程有限责任公司 | A kind of prefabricated assembled T beam and construction method |
| CN111794074A (en) * | 2020-07-07 | 2020-10-20 | 浙江华东工程咨询有限公司 | Arch bridge concrete beam and beam forming method thereof |
| CN113338153A (en) * | 2021-06-24 | 2021-09-03 | 中铁大桥勘测设计院集团有限公司 | Suspension bridge anchorage front anchor chamber assembly type top cover plate and construction process |
| CN113529569A (en) * | 2021-06-30 | 2021-10-22 | 中国建筑第五工程局有限公司 | Double-deck slab structure and construction method thereof |
| CN115897370A (en) * | 2022-12-09 | 2023-04-04 | 深圳大学 | Full-assembly type steel-concrete composite beam bridge connected by composite steel plate in shearing force |
-
2015
- 2015-09-01 CN CN201510553313.4A patent/CN105256723A/en active Pending
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105803919A (en) * | 2016-03-17 | 2016-07-27 | 河海大学 | Prefabricated assembling type steel-concrete combination bridge structure and installing method thereof |
| CN105887649A (en) * | 2016-04-21 | 2016-08-24 | 浙江交通职业技术学院 | Steel-concrete local prefabricated simply supported superposed beam structure adopting layering stud connector and manufacturing technique thereof |
| CN107700345A (en) * | 2017-10-17 | 2018-02-16 | 青海省高等级公路建设管理局 | A kind of wet seam anticorrosion construction method of steel-concrete combination beam and purposes |
| CN108193588A (en) * | 2017-12-29 | 2018-06-22 | 西南交通大学 | A kind of assembled steel-mixed bondbeam shear connector |
| CN108677683A (en) * | 2018-04-28 | 2018-10-19 | 华侨大学 | Improve the combined bridge and production method of shear connector fatigue life |
| CN109338899B (en) * | 2018-11-30 | 2023-06-09 | 西安科技大学 | Steel-concrete composite beam without welding connector and construction method thereof |
| CN109338899A (en) * | 2018-11-30 | 2019-02-15 | 西安科技大学 | A kind of the steel reinforced concrete combination beam and its construction method of weldless connection part |
| CN109930466A (en) * | 2019-04-10 | 2019-06-25 | 西南交通大学 | Steel-ECC- concrete combination beam and preparation method thereof |
| CN110359352A (en) * | 2019-08-02 | 2019-10-22 | 中冶长天国际工程有限责任公司 | A kind of prefabricated assembled T beam and construction method |
| CN111794074A (en) * | 2020-07-07 | 2020-10-20 | 浙江华东工程咨询有限公司 | Arch bridge concrete beam and beam forming method thereof |
| CN113338153A (en) * | 2021-06-24 | 2021-09-03 | 中铁大桥勘测设计院集团有限公司 | Suspension bridge anchorage front anchor chamber assembly type top cover plate and construction process |
| CN113529569A (en) * | 2021-06-30 | 2021-10-22 | 中国建筑第五工程局有限公司 | Double-deck slab structure and construction method thereof |
| CN115897370A (en) * | 2022-12-09 | 2023-04-04 | 深圳大学 | Full-assembly type steel-concrete composite beam bridge connected by composite steel plate in shearing force |
| CN115897370B (en) * | 2022-12-09 | 2023-09-15 | 深圳大学 | Full-assembled steel-concrete composite beam bridge with composite steel plate shear connection |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105256723A (en) | Multi-girder section steel-doublelayer concrete bridge deck composite beam implementing technology | |
| CN107245934A (en) | A kind of assembled steel profiled sheet concrete combined board small box girder | |
| KR102384202B1 (en) | System for construction of composite u shaped reinforced girders bridge deck and methods thereof | |
| CN204185755U (en) | A kind of Wavelike steel webplate post-stressed concrete T beam | |
| CN105002816A (en) | Prefabricated-assembling fish-bellied I-shaped prestress steel-concrete combination continuous beam bridge and construction method | |
| CN112342935B (en) | Construction method for connecting and widening existing bridge with wide spacing in traffic state | |
| Chen et al. | Construction and maintenance | |
| JP4897643B2 (en) | Reinforced concrete composite steel slab girder bridge | |
| CN108842529A (en) | The rapid splicing structure in streetcar track basis and construction method | |
| CN207846187U (en) | A kind of Wavelike steel webplate I-shaped composite beam bridge of maximum assembling | |
| CN211735002U (en) | Steel-concrete combined beam bridge capable of being installed quickly | |
| CN105064195A (en) | Internal prestress steel and concrete combined simply supported girder bridge of prefabricated and assembled fish-bellied corrugated steel web and construction method thereof | |
| CN205188793U (en) | Prefabricated fish belly I shape prestressing force steel and concrete composite continuous bridge of assembling | |
| CN217758289U (en) | Quick safe road bridge structures of striding of construction | |
| CN110863417A (en) | Steel-concrete combined beam bridge capable of being installed quickly and construction method thereof | |
| Russell et al. | Prefabricated bridge elements and systems in Japan and Europe | |
| CN103669193A (en) | Laterally spliced combination T beam with wavy steel webs and construction method thereof | |
| CN114351572A (en) | Bridge system for small-angle crossing of operation road without interrupting traffic construction | |
| CN111172855A (en) | Upper bearing type longitudinal block prefabricated box girder | |
| CN113272496B (en) | Construction system for double-U-shaped and single-U-shaped reinforced concrete combined structure of bridge | |
| CN217104729U (en) | Assembled steel and concrete composite bridge superstructure | |
| CN203668808U (en) | Transverse assembled corrugated steel web composite T beam | |
| CN219342848U (en) | Combined box girder width splicing structure suitable for old bridge widening | |
| CN211947881U (en) | Upper bearing type longitudinal block prefabricated box girder | |
| CN216838813U (en) | Assembled concrete landing stage board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160120 |